x:b0-mckenzie aspen hill iidrawingssitebase2010 9 13 c-1.1 (1) filelegend three working days before...
TRANSCRIPT
LEGEND
THREE WORKING DAYS BEFORE YOU DIG
OPERATORS OF TRANSMISSION FACILITIES AT LEAST
STATE LAW REQUIRES YOU TO NOTIFY OWNERS AND
HOTLINEDIGGERSTOLL FREE 1-800-242-8511
MILWAUKEE AREA 414-259-1181
TDD 1-800-542-2289
232
NOT TO SCALE
12"
12"
4"
8"
1
3
3
FLAP POCKET
TYPE D INLET PROTECTION
FRONT, BACK, AND
BOTTOM TO BE
MADE FROM A
SINGLE PIECE OF
FABRIC
MINIMUM DOUBLE STITCHED
SEAMS ALL AROUND SIDE
PIECES AND ON FLAP POCKETS
GEOTEXTILE FABRIC
TYPE FF
4" X 6" OVAL HOLE SHALL
BE HEAT CUT INTO ALL
FOUR SIDE PANELS
USE REBAR OR STEEL
ROD FOR REMOVAL
FOR INLETS WITH
CAST CURB BOX USE
WOOD 2x4, EXTEND
10" BEYOND GRATE
WIDTH ON BOTH
SIDES. SECURE TO
GRATE WITH WIRE
OR PLASTIC TIES
INLET SPECIFICATIONS AS PER THE PLAN
DIMENSION LENGTH AND WIDTH TO MATCH
18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES.THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING.
FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A
MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.
FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2X4.
FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL
1.
2.
3.
NOTES:
EXISTING CONTOUR
PROPOSED STORM SEWER
SILT FENCE
STONE TRACKING PAD
CLEAR STONE VELOCITY CHECK
RETAINING WALL
PROPOSED SPOT ELEVATION
SITE GRADING AND EROSION CONTROL NOTES
1) All site grading and erosion control shall conform with the "City of Madison Standard Specifications" and all addendums issued prior to the contract bid date.
2) Stone tracking pad shall be installed at the designated locations at the commencement of construction. Stone tracking pad shall be a minimum of 20 feet wide, 50 feet long and 1 foot thick, constructed with a minimum of 3" clear stone. Entrance shall be maintained in a condition which will prevent tracking of mud onto public right-of-way.
3) Silt fence shall be installed at the start of site grading and maintained until the site has been stabilized.
4) Area disturbed within any street right-of-way shall be restored with 4" topsoil, fertilizer, seed, and mulch.
5) Disturbed areas outside the street right-of-way shall be restored with topsoil, seed, fertilizer and mulch or in accordance with an approved landscape plan.
6) Public streets and adjacent parking lots shall be cleaned daily as necessary.
7) Erosion control shall be the responsibility of the Contractor until the site has been stabilized. Erosion measures as listed shall be the minimum measures that will be acceptable.
8) The Contractor shall install additional erosion measures as requested in writing by the project superintendent or the City of Madison within 24 hours of notification.
9) Containment berm shall be temporary seeded and mulched upon completion.
10) Type D inlet protection shall be installed as soon as the structure is set. Inlet filters shall be maintained by the contractor until the curb and gutter installation is complete.
11) Erosion mat shall be installed on all slopeS 4:1 or steeper. Erosion mat shall be North American Green S75 or equivalent.
T
Middleton, Wisconsin
UHN
B&K
ROT
C
608-836-3690
RA IH
ECE
T
Fax 836-6934
53562
CE S7601 University Avenue Suite 201
Consultant
Drawing Title
Project No. Drawing No.
Project Title
C-2.1
Revisions
This document contains confidential or proprietary information of Knothe & Bruce Architects.
disclosed, either in whole or in part, except as specifically authorized by Knothe & Bruce Architects.
Neither the document nor the information herein is to be reproduced, distributed, used, or
Knothe & Bruce Architects is a Limited Liability Company of Wisconsin.
Aspen Hill ApartmentsPH II
Lot #55First Add. HawksRidge Estates
Site Grading and ErosionControl Plan
1020
SCALE: 1"= 30’
300
RAIN GARDENBIO BED
BIO BED
+ 1137
+ 1117
+ 1116.5
FN: 10-03-101
+ 1124.5
DREGERS W
AY
HA
WKS
TO
NE W
AY
MID TOWN ROAD
SILVERSTONE LANE
SIDEWALKSIDEWALK SIDEWALK
1140
1140
1130
1130
1130
1120
1110
1100
1110
1100
1120
1132
1134
1136
1138
1128
1126
1124
1124
1126
1128
1022
1122
1124
1126
1118
1116.5
1112 1114 1116
1118
1120
1144
1144
1144
1143
1142
1141
1141
1140
1140
1139
1139
1138
1138
1137
1137
1136
1136
1135
1135
1134
1134
1133
1133
1132
1132
1131
1131
1130
1130
1129
1129
1128
1128
1128
1128
1128
1127
1127
1127
1127
1127
1126
1126
1126
1126
1126
1125
1125
1125
1125
1125
1124
1124
1124
1124
1124
1123
1123
1123
1123
1123
1122
1122
1122
1122
1122
1121
1121
1121
1121
1121
1121
1121
11201120
1120
1120
1120
1119
1119
1118
1118
1117
1117
1116
1115
1114
1113
1112
11111
110
1109
1108
1107
1106
1106
1106
1106
1105
1105
1104
1103
1102110111001099
1096
SILVERSTONE LANE
---------- ----
+ 1141
+ 1131
+ 1130
+ 1123
+ 1114
+ 1124.5
+ 1121
+ 1109
+ 1116
+ 1126
+ 1130.67
+ 1130.33
+ 1129.67
+ 1129.33
+ 1140
+ 1137.5
+ 1
139.1
7
+ 1
138.8
3
+ 1137
+ 1139
+ 1131.25
+ 1140
+ 1119
+ 1122
BUILDING #11
28 APARTMENT UNITS
(3 STORIES)
BUILDING #14
4 UNIT APARTMENT
(2 STORIES)
BUIL
DIN
G #
13
4 U
NIT A
PA
RT
ME
NT
(2 S
TO
RIE
S)
+ 1133.0
+ 1131
+ 1130
+ 1127
+ 1128
BUILDING #10
28 APARTMENT UNITS
(3 STORIES)
+ 1122
+ 1123+ 1133.0
+ 1123.5
+ 1121
+ 1124
+ 1123
+ 1119
+ 1111
+ 1129
+ 1112
+ 1119
+ 1118
+ 1129
+ 1128
+ 1139
+ 1131
+ 1
138.1
7
+ 1
137.8
3
+ 1139
+ 1140
+ 1138
+ 1138+ 1139+ 1137
+ 1139
+ 1130
+ 1
126
+ 1121
+ 1
122
+ 1127
+ 1128
+ 1130
+ 1129
+ 1134
BASEMENT = 1112.0
FIRST FLOOR = 1123.0
BASEMENT = 1122.0
FIRST FLOOR = 1133.0
FF = 1141.0 FF = 1140.0
FF = 1131.0
FF = 1130.0
+ 1136.8
STONE TRACKING PAD DETAIL
NOT TO SCALE
SILT FENCE DETAILNOT TO SCALE
4.5’ WOOD OR
STEEL POST
FILTER FABRIC
FILL
ORIGINAL GROUND
ANCHOR FILTER FABRIC
6"
2.0’
2.5’
ROADWAY
50’ MIN.
24’ MIN.
1’ MIN
3" DIA. CLEAR
STONE REQ’D.
PROPOSED INLET
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED WATER MAIN
HYDRANT
WATER VALVE
LEGEND6" S
ANITARY
SEW
ER
6" S
ANIT
AR
Y S
EW
ER
6" SANITARY SEWER
6" S
ANIT
AR
Y S
EW
ER
6"
WA
TE
R M
AIN
4"
WA
TE
R M
AIN
4" WATER MAIN
4"
WATE
R M
AIN
RAIN GARDEN
ROOF DRAIN SYSTEM
ROOF DRAIN SYSTEM
ROOF DRAIN SYSTEM
ROOF DRAIN SYSTEM
RIP RAP OUTFALL
INV. = 1094.4
BIO BED
BIO BED
STORMWATERBASIN
T
Middleton, Wisconsin
UHN
B&K
ROT
C
608-836-3690
RA IH
ECE
T
Fax 836-6934
53562
CE S7601 University Avenue Suite 201
Consultant
FN: 10-03-101
Drawing Title
Project No. Drawing No.
Project Title
C-2.2
Revisions
This document contains confidential or proprietary information of Knothe & Bruce Architects.
disclosed, either in whole or in part, except as specifically authorized by Knothe & Bruce Architects.
Neither the document nor the information herein is to be reproduced, distributed, used, or
Knothe & Bruce Architects is a Limited Liability Company of Wisconsin.
SCALE: 1"= 30’
300
UTILITY NOTES:
1. All site utilities shall conform to the City of Madison Standard Specifications for Public Works Construction, latest edition.
2. Storm sewer shall be installed with water tight joints.
3. Prior to connecting to existing storm sewer the contractor shall verify the existing inverts and notify project superintendent if discrepancies are found from plan grades.
4. Contractor to coordinate with respective utility companies for gas, electric, telephone, cable relocations if necessary.
5. Existing utility locations are based on information obtained in the field and from as-built plans. Information as shown on the drawings are no guarantee as to their exact location. The contractor shall make himself familiar with existing utilities in the area and be responsible for their protection during construction.
6. All inlets, new or existing, that receive runoff as a result of the parking lot improvements, shall have a Kristar FloGard insert installed after construction is complete.
7. Plumbing contractor to verifiy sizing of sanitary sewer and water services prior to installation.
8. The Utility Contractor shall obtain a connection permit and excavation permit prior to commencing the storm sewer construction.
Aspen Hill ApartmentsPH II
Lot #55First Add. HawksRidge Estates
Site Utility Plan
1020THREE WORKING DAYS BEFORE YOU DIG
OPERATORS OF TRANSMISSION FACILITIES AT LEAST
STATE LAW REQUIRES YOU TO NOTIFY OWNERS AND
HOTLINEDIGGERSTOLL FREE 1-800-242-8511
MILWAUKEE AREA 414-259-1181
TDD 1-800-542-2289
27- 10" STORM PIPE @ 2%
INLET #2RIM = 1120.5INV. = 1117.21 W 1117.51 E
1116.66
INLET #3RIM = 1125.0INV. = 1121.0
220’ - 10" STORM PIPE @ 8.7%
INLET #1 (OVERFLOW)RIM = 1117.5INV. = 1113.5 W
INLET #4 (OVERFLOW)RIM = 1117.5INV. = 1113.5 1113.8 SE
139’ - 1
2" S
TO
RM @ 5.18
%
INLET #5RIM = 1136.8INV. = 1132.0
92’ - 1
2" S
TO
RM @ 11.96
%
BASEMENT = 1112.0
FIRST FLOOR = 1123.0 FIRST FLOOR = 1133.0
BASEMENT = 1122.0
FF = 1141.0 FF = 1141.0
EX. INL.RIM = 1109.32
INV. = 1107.32 S1107.60 E
62’ - 12" STORM
PIPE @ 9.52%
30’ BUILDING
SETBACK
DREGERS W
AY
HA
WKS
TO
NE W
AY
12’ UTILITY EASEMENT
6’ UTILITY
EASEMENT
MID TOWN ROAD
SILVERSTONE LANE
3’ GRADING EASEMENT
DOC. NO. 2868464
12’
3’ GRADING EASEMENT
DOC. NO. 2868464
12’
SIDEWALKSIDEWALK SIDEWALK
12’
12’
SILVERSTONE LANE
---------- ----
BUILDING #11
28 APARTMENT UNITS
(3 STORIES)
BUILDING #14
4 UNIT APARTMENT
(2 STORIES)
BUIL
DIN
G #
13
4 U
NIT A
PA
RT
ME
NT
(2 S
TO
RIE
S)
BUILDING #10
28 APARTMENT UNITS
(3 STORIES)