SC

IEN

CE

DR

IVE

9951000

991

99299399

4996

997

998

9991001

991

990991

992993

993993

993993

994

995 993994

996997998

991992993

992

993

994

SANITARY SEWER CROSSING. SEE SHEET NOTE 4.TELECOMMUNICATIONS CROSSING. SEESHEET NOTE 4.

POTENTIAL WATER CROSSING. SEE SHEET NOTE 4.

MULTIPLE TELECOMMUNICATION CROSSINGS.SEE SHEET NOTE 4.

WATER CROSSING. SEE SHEETNOTE 4.

ELECTRICAL CROSSING. SEE SHEET NOTE 4.

TELECOMMUNICATIONS CROSSING. SEE SHEET NOTE 4.

DD

DD

REMOVE AND REPLACE DISTURBED RIPRAPAND GEOTEXTILE FABRIC AS NECESSARY

TO FACILITATE CONSTRUCTION OF NEW AEW.

REMOVE AND REPLACE DISTURBED RIPRAPAND GEOTEXTILE FABRIC AS NECESSARY

TO FACILITATE CONSTRUCTION OF NEW AEW.

FINAL LIMITS OF UTILITY TRENCH PATCH TO BE DETERMINEDBY CITY.

(SEE SHEET NOTE 20)

(SEE SHEET NOTE 20)

STATION

985

990

995

1000

1005

985

990

995

1000

1005

EG990.8

7

995.8

0

996.5

6

995.0

8

994.1

1

993.6

4

993.3

6

992.7

6

IE = 988.00IE = 989.70

EXISTING SURFACEEXISTING 24" RCP STORM SEWER CROSSING.VERIFY TIE-IN ELEVATIONS WITH EXISTINGSTORM SEWER. EXISTING 24" RCP STORM SEWER CROSSING.

VERIFY TIE-IN ELEVATIONS WITH EXISTINGSTORM SEWER.

PROPOSED TELECOMMUNICATIONS UTILITYCROSSING AND CONFLICTS. SEE SHEETNOTE 4.

PROPOSED WATER UTILITY CROSSINGSEE SHEET NOTE 4.

PROPOSED TELECOMMUNICATIONS UTILITYCROSSING AND CONFLICTS. SEE SHEETNOTE 4.

PROPOSED SANITARY SEWER CROSSING. SEE SHEET NOTE 4.PROPOSED WATER UTILITY CROSSING. SEE SHEET NOTE 4.

PROPOSED ELECTRICALCROSSING AND CONFLICTS.SEE SHEETNOTE 4.

PROPOSED TELECOMMUTILITY CROSSING ANDCONFLICTS. SEE SHEETNOTE 4.

AEW-1 AEW-2

(SEE SHEET NOTE 20)(SEE SHEET NOTE 20)

STRUCTURE DATA TABLE

STRUCTURE

AEW-1RIM: 991.60N: 476363.09E: 798625.86

AEW-2RIM: 992.28N: 476154.89E: 798811.85

STM-2RIM: 996.76N: 476360.55E: 798710.24

STM-3RIM: 996.56N: 476361.91E: 798725.81

STM-4RIM: 993.33N: 476167.13E: 798744.75

STM-5RIM: 993.42N: 476157.18E: 798745.75

STM-6RIM: 992.61N: 476161.98E: 798791.55

DETAILS

36" Type II Pipe E INV: 988.00

24" Type II Pipe W INV: 989.70

30" Type II Pipe E INV: 988.0936" Type II Pipe W INV: 988.09

30" Type II Pipe S INV: 988.1630" Type II Pipe W INV: 988.16

24" Type II Pipe S INV: 989.1030" Type II Pipe N INV: 989.10

24" RCP E INV: 989.1824" Type II Pipe N INV: 989.18

24" Type II Pipe E INV: 989.5624" RCP W INV: 989.56

NOTES

36" AEW W/ GATEINV ELEV: 988.00

24" AEW W/ GATEINV ELEV: 989.70

72" Dia. SASINV ELEV: 988.09

60" Dia. SASINV ELEV: 988.16

60" Dia. SASINV ELEV: 989.10

48" Dia. SASINV ELEV: 989.18

48" Dia. SASINV ELEV: 989.56

N

24428.013

C202

SCIENCE DRIVE STORMSEWER IMPROVEMENTS

8-25-17

CITY COMMENTS

Storm Sewer Plan & ProfileDRAWING TITLE

44 EAST MIFFLIN STREETSUITE 500MADISON, WI 53703608.251.1177www.smithgroupjjr.com

ISSUED WITH

DRAWING REFERENCE

DRAWING SCALE

DATE

PROJECT NAME

PROJECT NUMBER

DRAWING NUMBER

SCIENCE DRIVESTORM SEWERIMPROVEMENTSMADISON, WISCONSIN

UNIVERSITY RESEARCHPARK

Owner:

SCIENCE DR STORM #11733 (CONTRACT #8025)

UTILITY TRENCH PATCH, TYPE III (SEE CITY SDD 5.2.4)

5" CONCRETE SIDEWALK OVER 6" DENSE GRADED BASE

SHADE TERRACE SEED MIX

TALL GRASS PRAIRIE SEED MIX

CURB AND GUTTER, TYPE A (SEE CITY SDD 3.06)

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING GRADE - PROFILE ELEVATION

PROPOSED GRADE - PROFILE ELEVATION

PROPOSED STORM SEWER

STORM STRUCTURE

APRON END WALL

CURB INLET

SHEET NOTES

LEGEND

1. PRIOR TO START OF PROJECT WORK, CONTRACTOR TO VERIFY ALLSITE CONDITIONS. PRESENT THE WORK PLAN AT THE OWNER'SPRE-CONSTRUCTION MEETING. DO NOT BEGIN PRIOR TO THE'PRE-CONSTRUCTION MEETING' AND WRITTEN AUTHORIZATION TOPROCEED IS ISSUED BY THE OWNER.

3. PRIOR TO THE COMMENCEMENT OF WORK, VERIFY LOCATIONS ANDDEPTHS OF ALL UNDERGROUND UTILITIES THAT MAY BE AFFECTED BYCONSTRUCTION AND TAKE RESPONSIBILITY FOR DAMAGES TO SUCHUTILITIES CAUSED AS A RESULT OF CONSTRUCTION.

4. CONTRACTOR TO POTHOLE EXISTING UTILITIES AT PROPOSED STORMSEWER CROSSINGS TO ENSURE CONFLICTS ARE MITIGATED. WHEREININSTANCES OF SERVICE DISRUPTIONS ARE ANTICIPATED,CONTRACTORS ARE TO NOTIFY THE APPROPRIATE UTILITIES BEFORECONSTRUCTION. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THEUNIT PRICE BID FOR STORM SEWER CONSTRUCTION.

5. CONNECTIONS TO EXISTING STORM SEWERS ARE TO BECONSTRUCTED AT THE INVERT OF ELEVATION OF THE EXISTINGSTORM SEWER PIPE AS OBSERVED IN THE FIELD. CONSULT THE CIVILENGINEER IF INVERT ELEVATIONS OBSERVED IN THE FIELD AREGREATER OR LESS THAN 0.1' AS SHOWN ON PLANS.

6. TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THEPUBLIC AND ADJACENT PROPERTIES FROM DAMAGE THROUGHOUTCONSTRUCTION, INCLUDING DAMAGES TO UTILITIES, WALKS, WALLS,DRIVES, CURBS, ETC.

7. SECURE ALL NECESSARY PERMITS AND NOTIFY ALL UTILITYCOMPANIES WITH UTILITIES ON THE SITE PRIOR TO THECONSTRUCTION OF THE PROJECT. ADHERE TO ALL APPLICABLELOCAL, STATE AND FEDERAL LAWS OR REGULATIONS PERTAINING TOTHE PROJECT.

8. USE DIMENSIONS SHOWN ON DRAWINGS FOR LAYOUT OF THE WORK.DO NOT USE SCALE DIMENSIONS FROM PLANS, SECTIONS OR DETAILSON THE DRAWINGS.

9. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOTSHOWN ON DRAWINGS.

10. DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASES UNLESSSPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO SPECIFICDETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL ORSIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ONTHIS PROJECT.

11. TAKE NOTE OF ALL GRADING AND DRAINAGE WAYS AND MAINTAINTHESE DRAIN WAYS FLOWS FREE OF OBSTRUCTIONS.

14. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES,REGULATIONS, AND ORDINANCES.

15. COORDINATE WORK OF SUBCONTRACTORS AND ALL OTHERCONTRACTORS TO ENSURE ORDERLY AND EFFICIENT COMPLETIONSOF ALL WORK.

16. SHADE TERRACE SEED MIX TO BE IN ACCORDANCE WITH SECTION207.2(a) OF THE CITY OF MADISON STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION.

17. TALL GRASS PRAIRIE SEED MIX TO BE IN ACCORDANCE WITH WISDOT70 SEED MIXTURE.

18. EROSION CONTROL MATTING TO BE PLACED OVERTOP AREASREQUIRING TALL GRASS PRAIRIE SEED MIXTURES.

19. FOR SAS STRUCTURES CONNECTING TO EXISTING STORM SEWERS,BOTTOM SAS SECTION SHALL BE "DOGHOUSE" TYPE FORCONNECTION TO EXISTING STORM SEWERS. ASSOCIATED COSTS,INCLUDING CONNECTION AND EXISTING PIPE REMOVAL SHALL BEINCLUDED IN THE UNIT PRICE BID FOR SAS.

20. IF CONTRACTOR USES PLASTIC PIPE, CONCRETE ENDWALL SHALL BEJOINT TIED TO (1) PIPE LENGTH OF RCP USING WDOT PIPE TIES ANDTHE TRANSITIONED TO HDPE USING MACWRAP JOINT CONNECTOR TOCONNECT RCP AND HDPE PIPE. IF CONTRACTOR CHOOSES TO USEALL RCP, THE LAST 3 JOINTS SHALLBE CONNECTED USING WDOT PIPETIES. COST ASSOCIATED WITH HDPE-RCP CONNECITON TO BEINCLUDED IN APRON END WALL UNIT PRICING.

21. SIDEWALK AND LANE CLOSURE DETAILS, SEE CITY SDD 6.36 AND 6.33.

865

864

D

Know what's below.before you dig.Call

R

SCALE: 1" = 20'SCIENCE DRIVE STORM PLAN1

VERT SCALE: 1" = 10'2 SCIENCE DRIVE STORM PROFILE

HORIZ SCALE: 1" = 40'

NOTE:1. STORM STRUCTURE COORDINATES GIVEN TO CENTER OF STRUCTURE.2. ALL STORM STRUCTURES CASTINGS TO BE CITY OF MADISON STANDARD

CASTING R-1550-0054 WITH THE EXCEPTION OF STM-6, WHICH SHALL BECASTING NEENAH R-3010.

3. FOR APRON ENDWALLS, SEE CITY SDD 5.6.1.