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)