2026.04.17_Can_Yard_CD_Set.pdf

WYETH AUGUSTINE-MARCEIL

SUSTAINABILITY ENGAGEMENT COORDINATOR

DANE COUNTY DEPARTMENT OF WASTE & RENEWABLES

1919 ALLIANT ENERGY CENTER WAY

MADISON, WI 53713

608-590-9534

LANDFILL.COUNTYOFDANE.COM

ARCHITECTURAL - AUSTEN CONRAD - A.I.A.

STRANG, INC.

811 E. WASHINGTON AVE, SUITE 200

MADISON, WI 53703

PHONE: (608)-720-1825

OWNER CONTACT INFORMATION

ENGINEER CONTACT INFORMATION

LOCATION MAP

STATE & COUNTY LOCATION

COUNTY: DANESTATE: WISCONSIN

DANE

COUNTY

INDEX OF SHEETS

SHEET NO. SHEET TITLE

G1.00 COVER SHEET

G1.01 GENERAL NOTES

G2.00 - G2.06 SPECIFICATIONS

C1.00 EXISTING CONDITIONS

C2.00 SITE PLAN

C2.10 GRADING & EROSION CONTROL PLAN (BY OWNER)

C5.00 - C5.01 DETAILS

L0.01 TREE PLANTING PLAN

L1.00 LANDSCAPE PLAN

L.200 LANDSCAPE DETAILS

L3.00 - 3.01 LANDSCAPE NOTES

E001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

E002 - E004 ELECTRICAL SPECIFICATIONS

E200 ELECTRICAL SITE PLAN

T1.00* T2.00*

PROJECT

LOCATION

BID DOCUMENTS

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FEMRITE DRIVE

DANE COUNTY

SANITARY

LANDFILL

SIGGELKOW ROAD

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ARCHITECTURE

ENGINEERING

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MADISON, WI | WAUKESHA, WI

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APRIL, 2026

FOTH PROJECT #0026D006.00

CITY OF MADISON

MADISON, WISCONSIN

DANE COUNTY CAN YARD

ENGINEERING - CHRIS HITCH - P.E.

FOTH INFRASTRUCTURE & ENVIRONMENT, LLC

BALLPARK COMMONS OFFICE BUILDING

7044 SOUTH BALLPARK DRIVE, SUITE 200

FRANKLIN, WI 53132

PHONE: (414) 336-7900

*TO BE ISSUED VIA ADDENDUM

LANDSCAPING - CHRISTOPHER SINA - P.L.A

SAIKI DESIGN, INC.

1110 S PARK

MADISON, WI 53715

PHONE: (608) 251-3600 EXT 8162

ELECTRICAL - JOHN DREHER - P.E.

STRANG, INC.

811 E. WASHINGTON AVE, SUITE 200

MADISON, WI 53703

PHONE: (608) 720-1848

CIVIL: G1.00 - C5.01 LANDSCAPE

ELECTRICAL

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ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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EROSION CONTROL NOTES

1. A PRECONSTRUCTION MEETING MUST BE HELD BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN.

2. ONCE CONSTRUCTION BEGINS CONTINUOUS PROGRESS MUST BE MADE UNTIL SUBSTANTIAL COMPLETION HAS

BEEN OBTAINED.

3. OWNER SHALL INSTALL EROSION CONTROLS AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE

OWNER AND/OR OWNER'S REPRESENTATIVE BEFORE ANY GRADING ACTIVITIES TAKE PLACE.

4. CONTRACTOR SHALL INSTALL ALL TRAFFIC CONTROL AND ACCESS CONSTRUCTION WORK AREAS AS SHOWN.

5. TRAFFIC ON CTH AB/E BUCKEYE ROAD SHALL BE MAINTAINED AT ALL TIMES.

6. EROSION CONTROL DEVICES SHALL BE REMOVED BY OWNER AFTER VEGETATION IS ESTABLISHED.

7. ALL CONTRACTORS, SUBCONTRACTORS, AND ANY FIRM OR INDIVIDUAL INTENDING TO DO WORK ON THIS CONTRACT SHALL CONTACT DIGGERS HOTLINE AT (800) 242-8511 A MINIMUM OF TEN (10) WORKING DAYS PRIOR

TO BEGINNING CONSTRUCTION SO THAT AFFECTED UTILITIES WILL BE LOCATED AND MARKED.

8. OWNER SHALL INSTALL TRACK OUT PADS AS SHOWN ON THE DRAWINGS AT THE START OF CONSTRUCTION ACTIVITIES. OWNER TO MAINTAIN AND REPLACE TRACK OUT PAD MATERIALS THROUGHOUT CONSTRUCTION AS

NECESSARY.

9. OWNER SHALL MAINTAIN EROSION CONTROL MEASURES AT ALL TIMES AND SHALL REPLACE OR REPAIR ANY

DAMAGED CONTROL MEASURES IMMEDIATELY OR AS DIRECTED BY THE ENGINEER.

10. STOCKPILES SHALL BE TEMPORARILY SEEDED BY OWNER WHEN LEFT FOR MORE THAN 30 DAYS. OWNER SHALL INSTALL EROSION CONTROL MEASURES AROUND STOCKPILES TO PREVENT MIGRATION OF SEDIMENT.

11. OWNER TO PERFORM SITE GRADING. SCHEDULE TO BE DETAILED AND COORDINATED WITH CONTRACTOR.

12. CONTRACTOR SHALL PROVIDE, HAUL AND INSTALL ALL NECESSARY MATERIAL. TOPSOIL TO BE PROVIDED BY

OWNER.

13. CONTRACTOR SHALL FURNISH AND INSTALL NECESSARY UTILITIES IN COORDINATION WITH LOCAL UTILITY

PROVIDERS.

14. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CITY OF MADISON STORMWATER PERMIT REQUIREMENTS; STORMWATER PERMITS SHALL BE OBTAINED AND PROVIDED BY THE OWNER AND/OR THE

OWNER’S AUTHORIZED REPRESENTATIVE.

15. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STATE OF WISCONSIN CONSTRUCTION STORMWATER PERMIT REQUIREMENTS; REQUIRED PERMITS SHALL BE OBTAINED AND PROVIDED BY THE OWNER AND/OR THE

OWNER’S AUTHORIZED REPRESENTATIVE.

16. CONCRETE TRUCK WASHOUT SHALL BE MANAGED TO PREVENT DISCHARGE TO STORM SEWERS, SURFACE

WATERS, OR ADJACENT PROPERTIES.

CONSTRUCTION SEQUENCE

1. A DETAILED CONSTRUCTION SEQUENCE SHALL BE PREPARED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION. A DETAILED SOIL MANAGEMENT PLAN SHALL BE DEVELOPED BY OWNER AND/OR OWNER'S

REPRESENTATIVE.

2. OWNER TO INSTALL TRACKING PAD AND EROSION CONTROL AS SHOWN ON PLAN.

3. OWNER TO INSTALL WATTLES AND EROSION CONTROL AS SHOWN ON PLAN.

4. CONDUCT SITE REMOVALS AS SHOWN ON THIS PLAN.

5. OWNER TO PERFORM SITE GRADING AND SURFACING WORK.

6. OWNER TO MAINTAIN TEMPORARY SEDIMENTATION AND EROSION CONTROL PRACTICES DURING LAND

DISTURBING ACTIVITIES AND UNTIL INSTALLATION OF STABILIZATION PRACTICES.

7. ONCE THE SITE IS 80% STABILIZED, OWNER TO REMOVE ALL TEMPORARY SEDIMENTATION AND EROSION

CONTROL PRACTICES.

GENERAL NOTES

1. THE FOLLOWING GENERAL NOTES SHALL APPLY TO DRAWINGS AND GOVERN UNLESS OTHERWISE NOTED OR

SPECIFIED.

2. THE CONSTRUCTION DOCUMENTS CONSIST OF DRAWINGS AND CONTRACT DOCUMENTS. OTHER DOCUMENTS

INCLUDE , BUT NOT LIMITED TO ELECTRICAL AND LANDSCAPING PLANS.

3. THE WORK DELINEATED IN THESE DRAWINGS SHALL CONFORM TO CODES, STANDARDS, AND REGULATIONS THAT HAVE JURISDICTION IN THE STATE OF WISCONSIN, THE COUNTY OF DANE, AND THE THE CITY OF MADISON.

4. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL COMPLY WITH THE APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, SHALL BE RESPONSIBLE FOR FILING FOR AND SECURING NECESSARY PERMITS AND APPROVALS FOR ALL TRADES, AND SHALL COMPLY WITH THE INSTRUCTIONS OF THE CONSTRUCTION

DOCUMENTS.

5. CONTRACTOR SHALL APPLY FOR, POST, AND ADHERE TO RIGHT OF WAY (ROW) PERMITS FOR WORK WITHIN DANE

COUNTY, CITY OF MADISON, AND WISDOT RIGHT OF WAY AREAS.

6. COMPARE FIELD CONDITIONS WITH CONSTRUCTION DRAWINGS. ANY DISCREPANCIES SHALL BE DIRECTED TO THE ARCHITECT/ENGINEER FOR CLARIFICATION PRIOR TO FABRICATION AND/OR CONSTRUCTION. SUBMIT ALL NECESSARY SHOP DRAWINGS PRIOR TO FABRICATION FOR APPROVAL BY ARCHITECT/ENGINEER. NO INFORMATION OR DETAILS ON THESE SHEETS MAY BE USED ON OTHER PROJECTS WITHOUT THE PERMISSION OF

THE ARCHITECT/ENGINEER.

7. THE FOLLOWING SHALL APPLY TO THE DRAWINGS AND GOVERN IN CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN THE CONSTRUCTION DOCUMENTS, MANUFACTURER'S INSTRUCTIONS, SITE CONDITIONS, OR APPLICABLE CODES AND STANDARDS; REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER BEFORE PROCEEDING. THE COST OF WORK DONE AS A RESULT OF PROCEEDING WITHOUT OBTAINING CLARIFICATION WILL

BE BORNE SOLELY BY THE CONTRACTOR.

8. DO NOT SCALE DRAWINGS.

9. UNLESS OTHERWISE SHOWN OR NOTED, TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE.

10. SAFETY MEASURES: THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF THE PERSONS AND PROPERTY AND FOR INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ARCHITECT'S OR ENGINEERS JOB SITE REVIEW IS NOT INTENDED TO

INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES.

11. ALL WORK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.

12. THE TERM "CONTRACTOR" AND "G.C" REFER TO THE OWNER'S GENERAL CONTRACTOR AND THE GENERAL CONTRACTOR'S SUB-CONTRACTORS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

DIVISION OF WORK AMONG SUB-CONTRACTORS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS/HER

JURISDICTION.

14. ALL SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ARCHITECT/ENGINEER PRIOR TO ORDER

PLACEMENT.

15. SIMILAR MATERIALS INDICATED ON DIFFERENT PLANS, SECTIONS, AND DETAILS, AND ANNOTATED ON ONE OR MORE PLANS, SECTIONS, OR DETAILS SHALL BE CONSIDERED ANNOTATED, NOTED, OR LABELED COMPLETELY ON

ALL PLANS, SECTIONS, AND DETAILS.

16. CONTRACTORS ARE TO VERIFY SITE INFORMATION BEFORE STARTING CONSTRUCTION. EXISTING SITE CONDITIONS SHOWN ON THE DRAWINGS MAY NOT REPRESENT ALL EXISTING SITE CONDITIONS. CONTRACTORS SHALL VERIFY EXISTING CONDITIONS AND NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES

WITH THE DRAWINGS.

17. THE LOCATION AND SIZE OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION ONLY FOR

CONVENIENCE. VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION START.

18. REGARDING CONTRACTOR'S USE OF PREMISES, TIME RESTRICTIONS FOR PERFORMING WORK ARE TO BE VERIFIED WITH OWNER AND ALL UTILITY OUTAGES AND SHUTDOWNS SHALL BE COORDINATED WITH THE OWNER.

19. SOIL LAYERS SHALL BE SEGREGATED DURING CONSTRUCTION ACTIVITIES, FOLLOWED BY REPLACEMENT OF SOILS

IN KIND.

20. OWNER IS RESPONSIBLE AND SHALL MAINTAIN ALL DRAINAGE WITHIN THE PROJECT WORK AREA, INCLUDING

RIGHT-OF-WAY ACCESS LOCATIONS DURING CONSTRUCTION.

21. SUPPORT EXISTING UTILITIES AT CROSSINGS AS NECESSARY TO PREVENT DAMAGE OR INTERRUPTION OF

SERVICE.

22. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE

ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSE BY SUCH WORK.

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ENGINEERING

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SECTION 01 33 00 - SITEWORK SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SUBMITTALS:

1. ELECTRONIC SUBMITTAL MANAGEMENT

2. PROGRESS SCHEDULE

3. SUBMITTAL PROCEDURES

4. SCHEDULE OF SHOP DRAWINGS AND SAMPLE SUBMITTALS

5. SHOP DRAWINGS

6. SAMPLES

7. QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS

B. PREPARE AND SUBMIT TO THE OWNER WITHIN 10 DAYS AFTER THE EFFECTIVE DATE OF THE AGREEMENT, AN ELECTRONIC COPY IN A PORTABLE DOCUMENT FORMAT (PDF) OF THE PRELIMINARY PROGRESS SCHEDULE OF THE WORK ACTIVITIES FROM

NOTICE TO PROCEED UNTIL SUBSTANTIAL COMPLETION AND SUBMITTAL SCHEDULE.

AT LEAST 10 BEFORE SUBMISSION OF THE FIRST APPLICATION FOR PAYMENT A CONFERENCE ATTENDED BY CONTRACTOR, OWNER, AND OTHERS AS APPROPRIATE WILL BE HELD TO REVIEW THE PRELIMINARY SCHEDULES FOR ACCEPTABILITY TO OWNER. CONTRACTOR SHALL HAVE AN ADDITIONAL 10 DAYS TO MAKE CORRECTIONS AND RESUBMIT.

FAILURE TO MEET SUBMITTAL REQUIREMENTS TO THE SATISFACTION OF THE OWNER WILL CONSTITUTE UNSATISFACTORY PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THEREFORE, THE OWNER MAY WITHHOLD ALL OR A PORTION OF PAYMENTS REQUESTED DURING THE CORRESPONDING PAY PERIOD UNTIL THESE REQUIREMENTS ARE

MET.

1.2 ELECTRONIC SUBMITTAL MANAGEMENT

A. CONTRACTOR SHALL SUBSCRIBE TO, UTILIZE AND MAINTAIN PROJECT MANAGEMENT SOFTWARE FOR THE ENTIRETY OF THE PROJECT. THE SOFTWARE SHALL BE SPECIFICALLY DESIGNED FOR CONSTRUCTION PROJECT MANAGEMENT WITH THE ABILITY TO ALLOW FOR ELECTRONIC SUBMITTALS AND OWNER REVIEWS. THE SOFTWARE PLATFORM IS SUBJECT TO APPROVAL BY THE OWNER. ACCEPTABLE EXAMPLES INCLUDE VIEWPOINT AND PROCORE. CONTRACTOR SHALL PAY ALL COSTS TO ALLOW OWNER TO ACCESS AND UTILIZE SOFTWARE AND PROVIDE NECESSARY INSTRUCTION ON ITS USE. THE GENERAL SUBMITTAL REQUIREMENTS OUTLINED BELOW CAN BE INCORPORATED INTO THE SOFTWARE AS APPROPRIATE.

1.3 PROGRESS SCHEDULE

A. PREPARE AND SUBMIT TO THE OWNER WITHIN 10 DAYS AFTER THE EFFECTIVE DATE OF THE AGREEMENT, AN ELECTRONIC COPY IN A PORTABLE DOCUMENT FORMAT (PDF) OF THE PRELIMINARY PROGRESS SCHEDULE OF THE WORK ACTIVITIES FROM

NOTICE TO PROCEED UNTIL SUBSTANTIAL COMPLETION.

1. PROVIDE SUFFICIENT DETAIL OF THE WORK ACTIVITIES COMPRISING THE SCHEDULE TO ASSURE ADEQUATE PLANNING AND

EXECUTION OF THE WORK, SUCH THAT IN THE JUDGEMENT OF THE OWNER, IT PROVIDES AN APPROPRIATE BASIS FOR MONITORING AND EVALUATION OF THE PROGRESS OF THE WORK. A WORK ACTIVITY IS DEFINED AS AN ACTIVITY WHICH REQUIRES SUBSTANTIAL TIME AND RESOURCES (MANPOWER, EQUIPMENT AND/OR MATERIAL) TO COMPLETE AND MUST BE

PERFORMED BEFORE THE CONTRACT IS CONSIDERED COMPLETE.

2. THE SCHEDULE SHALL INDICATE THE SEQUENCE OF WORK ACTIVITIES. IDENTIFY EACH ACTIVITY WITH A DESCRIPTION, START DATE, COMPLETION DATE AND DURATION. INCLUDE, BUT DO NOT LIMIT TO THE FOLLOWING ITEMS, AS APPROPRIATE

TO THIS CONTRACT:

a. SHOP DRAWING REVIEW BY THE OWNER.

b. MATERIAL AND EQUIPMENT:

1) ORDER.

2) MANUFACTURE.

3) DELIVERY.

4) INSTALLATION.

5) STARTUP.

6) OPERATION AND MAINTENANCE TRAINING

c. PERFORMANCE TESTS AND SUPERVISORY SERVICE ACTIVITIES.

d. EXCAVATION AND GRADING.

e. CONCRETE PLACEMENT SEQUENCE.

f. CONSTRUCTION OF VARIOUS FACILITIES.

g. CONSTRUCTION OF VARIOUS SEGMENTS OF UTILITIES.

h. SUBCONTRACTOR'S ITEMS OF WORK.

i. ALLOWANCE FOR INCLEMENT WEATHER.

j. CONTRACT INTERFACES, DATE OF SUBSTANTIAL COMPLETION.

k. INTERFACING AND SEQUENCING WITH EXISTING FACILITIES AND UTILITIES.

l. SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES.

m. MILESTONES AND COMPLETION DATES.

B. DISTRIBUTION

FOLLOWING RESPONSE TO THE INITIAL SUBMITTAL, DISTRIBUTE ELECTRONIC PDF COPIES OF THE REVISED CONSTRUCTION SCHEDULE TO THE OWNER, SUBCONTRACTORS, AND OTHER PARTIES REQUIRED TO COMPLY WITH SCHEDULED DATES. POST

PAPER COPIES IN THE FIELD OFFICE.

1. WHEN REVISIONS ARE MADE, DISTRIBUTE TO THE SAME PARTIES AND POST IN THE SAME LOCATIONS. DELETE PARTIES

FROM DISTRIBUTION WHEN THEY HAVE COMPLETED THEIR ASSIGNED PORTION OF THE WORK AND ARE NO LONGER

INVOLVED IN CONSTRUCTION ACTIVITIES.

C. SCHEDULE UPDATING

REVISE THE SCHEDULE AFTER EACH MEETING, EVENT, OR ACTIVITY WHERE REVISIONS HAVE BEEN RECOGNIZED OR MADE.

ISSUE THE UPDATED SCHEDULE CONCURRENTLY WITH THE REPORT OF EACH MEETING.

D. PUNCH LIST

PREPARE AND SUBMIT TO THE OWNER WITHIN 10 DAYS AFTER SUBSTANTIAL COMPLETION A DETAILED PROGRESS SCHEDULE

FOR OUTSTANDING WORK AND PUNCH LIST ITEMS.

1.4 SUBMITTAL PROCEDURES

A. COORDINATION

TRANSMIT EACH SUBMITTAL SUFFICIENTLY IN ADVANCE OF PERFORMANCE OF RELATED CONSTRUCTION ACTIVITIES TO AVOID

DELAY.

1. COORDINATE EACH SUBMITTAL WITH FABRICATION, PURCHASING, TESTING, DELIVERY, OTHER SUBMITTALS, AND RELATED

ACTIVITIES THAT REQUIRE SEQUENTIAL ACTIVITY.

2. COORDINATE TRANSMITTAL OF DIFFERENT TYPES OF SUBMITTALS FOR RELATED ELEMENTS OF THE WORK SO PROCESSING

WILL NOT BE DELAYED BY THE NEED TO REVIEW SUBMITTALS CONCURRENTLY FOR COORDINATION.

a. THE OWNER RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING COORDINATION WITH OTHER

SUBMITTALS UNTIL ALL RELATED SUBMITTALS ARE RECEIVED.

3. TO AVOID THE NEED TO DELAY INSTALLATION AS A RESULT OF THE TIME REQUIRED TO PROCESS SUBMITTALS, ALLOW

SUFFICIENT TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR RESUBMITTALS.

a. ALLOW TWO WEEKS FOR INITIAL SUBMITTAL.

b. ALLOW TWO WEEKS FOR REPROCESSING EACH SUBMITTAL.

c. NO EXTENSION OF CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALS TO THE

OWNER SUFFICIENTLY IN ADVANCE OF THE WORK TO PERMIT PROCESSING.

B. SUBMITTAL PREPARATION

1. PREPARE AND SUBMIT SUBMITTALS VIA THE PROJECT MANAGEMENT SOFTWARE.

2. EACH SUBMITTAL SHALL BE REVIEWED BY THE CONTRACTOR FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE

OWNER WILL NOT REVIEW SUBMITTALS WHICH HAVE NOT BEEN REVIEWED AND APPROVED BY THE CONTRACTOR.

C. SUBMITTAL TRANSMITTAL

TRANSMIT EACH SUBMITTAL TO THE OWNER VIA THE PROJECT MANAGEMENT SOFTWARE. THE OWNER WILL NOT ACCEPT SUBMITTALS RECEIVED FROM SOURCES OTHER THAN THE CONTRACTOR. EACH SUBMITTAL SHALL CLEARLY INDICATED WHAT PORTION OF THE WORK IT APPLIES TO AND WHAT OPTIONS, SIZES, MATERIALS TYPES, ETC. ARE PROPOSED.

1.5 SCHEDULE OF SHOP DRAWINGS AND SAMPLE SUBMITTALS

A. SUBMIT A ELECTRONIC COPY OF THE PRELIMINARY SUBMITTAL SCHEDULE AS FOLLOWS:

1. COORDINATE SUBMITTAL SCHEDULE WITH THE SUBCONTRACTORS, SCHEDULE OF VALUES, AND THE LIST OF PRODUCTS AS

WELL AS THE CONTRACTOR'S PROGRESS SCHEDULE.

2. PREPARE THE SCHEDULE IN CHRONOLOGICAL ORDER. PROVIDE THE FOLLOWING INFORMATION:

a. SCHEDULED DATE FOR THE FIRST SUBMITTAL.

b. RELATED SECTION NUMBER.

c. SUBMITTAL CATEGORY (SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES).

d. NAME OF THE SUBCONTRACTOR.

e. DESCRIPTION OF THE PART OF THE WORK COVERED.

f. SCHEDULED DATE FOR THE OWNER'S FINAL RELEASE OR APPROVAL.

B. DISTRIBUTION

FOLLOWING RESPONSE TO THE PRELIMINARY SUBMITTAL SCHEDULE, PRINT AND DISTRIBUTE COPIES OF THE REVISED SUBMITTAL SCHEDULE TO THE OWNER, SUBCONTRACTORS, AND OTHER PARTIES REQUIRED TO COMPLY WITH SUBMITTAL

DATES INDICATED. POST PAPER COPIES IN THE FIELD OFFICE.

1. WHEN REVISIONS ARE MADE, DISTRIBUTE TO THE SAME PARTIES AND POST IN THE SAME LOCATIONS. DELETE PARTIES

FROM DISTRIBUTION WHEN THEY HAVE COMPLETED THEIR ASSIGNED PORTION OF THE WORK AND ARE NO LONGER

INVOLVED IN CONSTRUCTION ACTIVITIES.

C. SCHEDULE UPDATING

REVISE THE SCHEDULE AFTER EACH MEETING OR ACTIVITY WHERE REVISIONS HAVE BEEN RECOGNIZED OR MADE. ISSUE THE

UPDATED SCHEDULE CONCURRENTLY WITH THE REPORT OF EACH MEETING.

1.6 SHOP DRAWINGS

A. SUBMIT NEWLY PREPARED INFORMATION DRAWN ACCURATELY TO SCALE. HIGHLIGHT, ENCIRCLE, OR OTHERWISE INDICATE DEVIATIONS FROM THE CONTRACT DOCUMENTS. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD INFORMATION AS THE BASIS OF SHOP DRAWINGS. STANDARD INFORMATION PREPARED WITHOUT SPECIFIC REFERENCE TO

THE PROJECT IS NOT A SHOP DRAWING.

B. SHOP DRAWINGS INCLUDE FABRICATION AND INSTALLATION DRAWINGS, SETTING DIAGRAMS, SCHEDULES, PATTERNS, TEMPLATES AND SIMILAR DRAWINGS. INCLUDE THE FOLLOWING INFORMATION:

1. DIMENSIONS.

2. IDENTIFICATION OF PRODUCTS AND MATERIALS INCLUDED BY SHEET AND DETAIL NUMBER.

3. COMPLIANCE WITH SPECIFIED STANDARDS.

4. NOTATION OF COORDINATION REQUIREMENTS.

5. NOTATION OF DIMENSIONS ESTABLISHED BY FIELD MEASUREMENT.

6. SHEET SIZE: EXCEPT FOR TEMPLATES, PATTERNS AND SIMILAR FULL-SIZE DRAWINGS, SUBMIT ELECTRONIC SHOP DRAWINGS

TO PRINT ON SHEETS AT LEAST 8½ BY 11 INCHES (215 BY 280 MM) BUT NO LARGER THAN 24 BY 36 INCHES (610 X 915 MM).

C. COLLECT PRODUCT DATA INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION OR SYSTEM. PRODUCT DATA INCLUDES PRINTED INFORMATION, SUCH AS MANUFACTURER'S INSTALLATION INSTRUCTIONS, CATALOG CUTS, STANDARD COLOR CHARTS, ROUGHING-IN DIAGRAMS AND TEMPLATES, STANDARD WIRING DIAGRAMS, AND PERFORMANCE CURVES.

1. MARK EACH COPY TO SHOW ACTUAL PRODUCT TO BE PROVIDED. WHERE PRINTED PRODUCT DATA INCLUDES INFORMATION

ON SEVERAL PRODUCTS THAT ARE NOT REQUIRED, MARK COPIES TO INDICATE THE APPLICABLE INFORMATION. INCLUDE

THE FOLLOWING INFORMATION:

a. MANUFACTURER'S PRINTED RECOMMENDATIONS.

b. COMPLIANCE WITH TRADE ASSOCIATION STANDARDS.

c. COMPLIANCE WITH RECOGNIZED TESTING AGENCY STANDARDS.

d. APPLICATION OF TESTING AGENCY LABELS AND SEALS.

e. NOTATION OF DIMENSIONS VERIFIED BY FIELD MEASUREMENT.

f. NOTATION OF COORDINATION REQUIREMENTS.

D. DO NOT USE SHOP DRAWINGS WITHOUT AN APPROPRIATE FINAL STAMP INDICATING ACTION TAKEN.

E. SUBMITTALS

SUBMIT IN A PDF FORMAT OR A PREVIOUSLY APPROVED ALTERNATIVE.

F. DISTRIBUTION

FURNISH PDF COPIES OF REVIEWED SUBMITTAL TO INSTALLERS, SUBCONTRACTORS, SUPPLIERS, MANUFACTURERS, FABRICATORS, AND OTHERS REQUIRED FOR PERFORMANCE OF CONSTRUCTION ACTIVITIES. SHOW DISTRIBUTION ON

TRANSMITTAL FORMS. MAINTAIN ONE PAPER COPY AT THE PROJECT SITE FOR REFERENCE.

1. DO NOT PROCEED WITH INSTALLATION UNTIL A COPY OF THE SHOP DRAWING IS IN THE INSTALLER'S POSSESSION.

2. DO NOT PERMIT USE OF UNMARKED COPIES OF THE SHOP DRAWING IN CONNECTION WITH CONSTRUCTION.

1.7 SAMPLES

A. SUBMIT FULL-SIZE, FULLY FABRICATED SAMPLES CURED AND FINISHED AS SPECIFIED AND PHYSICALLY IDENTICAL WITH THE MATERIAL OR PRODUCT PROPOSED. SAMPLES INCLUDE PARTIAL SECTIONS OF MANUFACTURED OR FABRICATED COMPONENTS, CUTS OR CONTAINERS OF MATERIALS, COLOR RANGE SETS, AND SWATCHES SHOWING COLOR, TEXTURE, AND

PATTERN.

1. MOUNT OR DISPLAY SAMPLES IN THE MANNER TO FACILITATE REVIEW OF QUALITIES INDICATED. INCLUDE THE FOLLOWING:

a. SPECIFICATION SECTION NUMBER AND REFERENCE.

b. GENERIC DESCRIPTION OF THE SAMPLE.

c. SAMPLE SOURCE.

d. PRODUCT NAME OR NAME OF THE MANUFACTURER.

e. COMPLIANCE WITH RECOGNIZED STANDARDS.

f. AVAILABILITY AND DELIVERY TIME.

2. SUBMIT SAMPLES FOR REVIEW OF SIZE, KIND, COLOR, PATTERN, AND TEXTURE.

a. WHERE VARIATION IN COLOR, PATTERN, TEXTURE, OR OTHER CHARACTERISTIC IS INHERENT IN THE MATERIAL OR PRODUCT REPRESENTED, SUBMIT AT LEAST THREE MULTIPLE UNITS THAT SHOW APPROXIMATE LIMITS OF THE VARIATIONS.

b. REFER TO OTHER SPECIFICATION SECTIONS FOR REQUIREMENTS FOR SAMPLES THAT ILLUSTRATE WORKMANSHIP, FABRICATION TECHNIQUES, AND DETAILS OF ASSEMBLY, CONNECTIONS, OPERATION, AND SIMILAR CONSTRUCTION

CHARACTERISTICS.

c. REFER TO OTHER SECTIONS FOR SAMPLES TO BE RETURNED TO THE CONTRACTOR FOR INCORPORATION IN THE WORK.

SUCH SAMPLES SHALL BE UNDAMAGED AT TIME OF USE. ON THE TRANSMITTAL, INDICATE SPECIAL REQUESTS REGARDING

DISPOSITION OF SAMPLE SUBMITTALS.

d. SAMPLES NOT INCORPORATED INTO THE WORK, OR OTHERWISE DESIGNATED AS THE OWNER'S PROPERTY, ARE THE

PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE PRIOR TO SUBSTANTIAL COMPLETION.

B. SUBMITTALS

EXCEPT FOR SAMPLES ILLUSTRATING ASSEMBLY DETAILS, WORKMANSHIP, FABRICATION TECHNIQUES, CONNECTIONS, OPERATION, AND SIMILAR CHARACTERISTICS, SUBMIT THREE SAMPLES FOR REVIEW. THE OWNER WILL RETURN ONE SAMPLE

MARKED WITH THE ACTION TAKEN.

C. DISTRIBUTION OF SAMPLES

PREPARE AND DISTRIBUTE ADDITIONAL SAMPLES TO SUBCONTRACTORS, MANUFACTURERS, FABRICATORS, SUPPLIERS, INSTALLERS, AND OTHERS AS REQUIRED FOR PERFORMANCE OF THE WORK. SHOW DISTRIBUTION ON TRANSMITTAL FORMS.

1. MAINTAIN REVIEWED SAMPLES AT THE PROJECT SITE FOR QUALITY COMPARISONS THROUGHOUT THE COURSE OF

CONSTRUCTION.

D. FIELD SAMPLES

COMPLY WITH SUBMITTAL REQUIREMENTS TO THE FULLEST EXTENT POSSIBLE. PROCESS TRANSMITTAL FORMS TO PROVIDE A

RECORD OF ACTIVITY.

1.8 QUALITY ASSURANCE SUBMITTALS

A. SUBMIT QUALITY-CONTROL SUBMITTALS, INCLUDING DESIGN DATA, CERTIFICATIONS, MANUFACTURER'S INSTRUCTIONS, MANUFACTURER'S FIELD REPORTS, AND OTHER QUALITY-CONTROL SUBMITTALS AS REQUIRED UNDER OTHER SECTIONS OF

THE SPECIFICATIONS.

B. CERTIFICATIONS

WHERE OTHER SECTIONS OF THE SPECIFICATIONS REQUIRE CERTIFICATION THAT A PRODUCT, MATERIAL, OR INSTALLATION COMPLIES WITH SPECIFIED REQUIREMENTS SUBMIT A NOTARIZED CERTIFICATION FROM THE MANUFACTURER CERTIFYING

COMPLIANCE WITH SPECIFIED REQUIREMENTS.

1. SIGNATURE: CERTIFICATION SHALL BE SIGNED BY AN OFFICER OF THE MANUFACTURER OR OTHER INDIVIDUAL AUTHORIZED

TO SIGN DOCUMENTS ON BEHALF OF THE COMPANY.

C. INSPECTION AND TEST REPORTS

SUBMIT AS REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS.

1.9 OWNER'S ACTION

A. EXCEPT FOR SUBMITTALS FOR THE RECORD OR INFORMATION, WHERE ACTION AND RETURN IS REQUIRED, THE OWNER WILL REVIEW EACH SUBMITTAL, MARK TO INDICATE ACTION TAKEN, AND RETURN PROMPTLY. THE OWNER WILL COMPLETE THE SUBMITTAL/SHOP DRAWING REVIEW ELECTRONICALLY INDICATING RESULTS OF THE REVIEW AS FOLLOWS:

1. "NO EXCEPTIONS TAKEN": THE WORK COVERED BY THE SUBMITTAL MAY PROCEED PROVIDED IT COMPLIES WITH

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. "MAKE CORRECTIONS NOTED": THE WORK COVERED BY THE SUBMITTAL MAY PROCEED PROVIDED IT COMPLIES WITH

NOTATIONS OR CORRECTIONS ON THE SUBMITTAL AND REQUIREMENTS OF THE CONTRACT DOCUMENTS.

3. "AMEND AND RESUBMIT": DO NOT PROCEED WITH WORK COVERED BY THE SUBMITTAL. RESUBMIT WITHOUT DELAY. DO NOT

USE, OR ALLOW OTHERS TO USE, SUBMITTALS MARKED "AMEND AND RESUBMIT" AT THE PROJECT SITE OR ELSEWHERE

WHERE WORK IS IN PROGRESS.

4. "REJECTED - SEE REMARKS": DO NOT PROCEED WITH WORK COVERED BY THE SUBMITTAL. RESUBMIT WITHOUT DELAY. DO NOT USE, OR ALLOW OTHERS TO USE, SUBMITTALS MARKED "REJECTED AND RESUBMIT" AT THE PROJECT SITE OR

ELSEWHERE WHERE WORK IS IN PROGRESS.

5. “NOT SUBJECT TO REVIEW” - THE OWNER WILL RETURN UNSOLICITED SUBMITTALS TO THE SENDER WITHOUT ACTION.

SECTION 01 71 23 - FIELD ENGINEERING

PART 1 - GENERAL

1.1 DESCRIPTION OF THE WORK

A. WORK UNDER THIS SECTION IS ASSOCIATED WITH:

1. STAKING

2. DOCUMENTATION SURVEYS

3. MATERIAL TESTING

4. OWNER CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE

1.2 SUBMITTALS

A. PROVIDE RECORD MEASUREMENTS OF FACILITIES AS INSTALLED.

B. PROVIDE AS-BUILT DOCUMENTATION OF FACILITIES AS INSTALLED. DOCUMENT DELIVERY SHALL BE AS RED-LINES ON PROJECT PLANS AS WELL AS ELECTRONIC FILES OF INSTALLED UTILITIES IN AUTODESK (.DWG) FORMAT. DRAWINGS FILES SHALL BE IN WISCONSIN STATE PLANE SOUTH, NAD83 TO MATCH PROJECT COORDINATES. ADDITIONALLY, AN AS-BUILT DRAWING SHALL BE PROVIDED IN DANE COUNTY

COORDINATE SYSTEM, NAD83.

1.3 STAKING OF THE WORK

A. STAKING WORK TO BE PROVIDED BY OWNER.

1. ESTABLISHMENT OF SURVEY CONTROL MONUMENTS ON THE PROJECT SITE. SURVEY CONTROL MONUMENTS WILL BE ESTABLISHED

BY THE OWNER'S REPRESENTATIVE AS DETAILED IN THE CONSTRUCTION DRAWINGS.

a. NO ADDITIONAL BENCH MARKS WILL BE PROVIDED BY OWNER OR OWNER'S REPRESENTATIVE.

B. STAKING TO BE PROVIDED BY CONTRACTOR.

1. CONTRACTOR SHALL SET LINES AND GRADES NECESSARY FOR THE DETAILED EXECUTION OF THE WORK. DESIGN DRAWINGS WILL BE

PROVIDED TO CONTRACTOR IN AUTOCAD FORMAT AT CONTRACTOR'S REQUEST.

2. COSTS FOR CONSTRUCTION STAKING NECESSARY FOR THE DETAILED EXECUTION OF THE WORK SHALL BE BORNE BY THE

CONTRACTOR.

3. CONTRACTOR SHALL HIRE A THIRD PARTY PROFESSIONAL LAND SURVEYOR (PLS) TO PERFORM DOCUMENTATION SURVEYS FOR

CALCULATION OF PAY QUANTITIES.

4. COSTS FOR LOCATION OF ALL TEST PITS AND DEWATERING WELLS.

1.4 PROTECTION, RELOCATION AND REPLACEMENT

A. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL PERMANENT AND TEMPORARY REFERENCE POINTS.

B. THE CONTRACTOR SHALL MAKE NO CHANGES IN GRADE, ALIGNMENT OR LOCATION WITHOUT WRITTEN APPROVAL OF THE OWNER.

C. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY REFERENCE POINT WHICH IS LOST, DESTROYED OR REQUIRES RELOCATION

BECAUSE OF NECESSARY CHANGES IN GRADES OR LOCATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY STAKE OR REFERENCE POINT LOST AS A RESULT OF HIS

NEGLIGENCE DURING THE CONSTRUCTION PERIOD.

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1.5 SITE DOCUMENTATION SURVEYS

A. THE CONTRACTOR SHALL PROVIDE PLS TO PERFORM THE SITE DOCUMENTATION SURVEY WORK NECESSARY TO DETERMINE WHETHER WORK IS IN COMPLIANCE WITH REQUIRED HORIZONTAL AND VERTICAL TOLERANCES AND TO PROVIDE THE REQUIRED DOCUMENTATION

FOR CITY OF MADISON OR DANE COUNTY APPROVAL.

B. ITEMS THAT ARE SPECIFIED TO BE DOCUMENTED WILL NOT BE CONSIDERED COMPLETE UNTIL DOCUMENTED AND HANDED OVER TO

OWNER OR OWNER'S REPRESENTATIVE.

1.6 COST OF DOCUMENTATION SURVEYS

A. COST OF THE DOCUMENTATION SURVEYS WILL BE PAID FOR BY THE OWNER EXCEPT AS FOLLOWS:

1. AREAS NOT IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. THESE AREAS SHALL BE BROUGHT INTO COMPLIANCE AND

COST OF ADDITIONAL DOCUMENTATION SURVEY WORK SHALL BE PAID BY THE CONTRACTOR.

2. ANY WORK WHICH IS COVERED OR NOT ACCESSIBLE FOR DOCUMENTATION SHALL BE EXPOSED FOR DOCUMENTATION AT NO COST

TO THE OWNER OR ENGINEER.

1.7 MATERIAL TESTING

A. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL TESTING AS DETAILED IN THIS PROJECT SPECIFICATIONS.

1.8 OWNER CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE

A. OWNER SHALL HIRE THIRD PARTY CONSTRUCTION QUALITY ASSURANCE (CQA) REPRESENTATIVE FOR DOCUMENTATION OF SELECT

INSTALLATIONS RELATED TO LANDFILL INFRASTRUCTURE.

B. OWNER CQA REPRESENTATIVE TO BE SOURCED UNDER SEPARATE CONTRACT.

C. CONTRACTOR SHALL COORDINATE WITH OWNER CQA REPRESENTATIVE FOR SAMPLE COLLECTION. CONTRACTOR SHALL FACILITATE AND PROVIDE SURVEY DOCUMENTATION IN ACCORDANCE WITH OWNER CQA REPRESENTATIVE SCHEDULE AND REQUIREMENTS.

D. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO THE OWNER'S CQA REPRESENTATIVE FOR COLLECTION OF ALL NECESSARY

MEASUREMENTS AND MATERIAL SAMPLING BOTH ABOVE AND BELOW GROUND.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 PREPARATION

A. INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF SITE IMPROVEMENTS, UTILITIES, AND OTHER EXISTING FACILITIES.

PERFORM PUBLIC UTILITY LOCATE PRIOR TO CONVENING ON SITE WORK.

B. BEFORE CONSTRUCTION, VERIFY THE LOCATION OF INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM

SEWER, WATER PIPING AND UNDERGROUND ELECTRICAL SERVICES.

C. FURNISH INFORMATION TO THE OWNER OR OWNER'S REPRESENTATIVE AND THE APPROPRIATE UTILITY REGARDING CONFLICTS THAT ARE NECESSARY TO ADJUST, MOVE, OR RELOCATE EXISTING UTILITY STRUCTURES, UTILITY POLES, LINES, SERVICES, OR OTHER UTILITY

APPURTENANCES LOCATED IN OR AFFECTED BY CONSTRUCTION.

D. PROVIDE THE OWNER'S CQA REPRESENTATIVE TWO WORKING DAYS ADVANCE NOTIFICATION WHEN READY FOR SAMPLING OR MATERIAL

COLLECTION EVENTS FOR CONSTRUCTION EVENTS DETAILED HEREIN.

3.2 ENGINEERING SURVEYS TO BE PROVIDED BY THE CONTRACTOR

A. GENERAL

1. LOCATE, PRESERVE AND PROTECT ESTABLISHED CONSTRUCTION REFERENCE STAKES, BENCHMARKS AND CONTROL POINTS.

2. LOCATE, PRESERVE AND PROTECT PROPERTY CORNERS AND SECTION CORNER MONUMENTS. IF MOVED OR DESTROYED DUE TO CONTRACTOR NEGLIGENCE, THEN REPLACE IN ACCORDANCE WITH STATE REQUIREMENTS; SOME OF WHICH ARE REFERENCED IN

SECTION “REGULATORY REQUIREMENTS.”

3. PROVIDE ADDITIONAL CONSTRUCTION STAKING AS NECESSARY TO COMPLETE CONSTRUCTION BASED ON THE CONSTRUCTION

REFERENCE STAKES PROVIDED BY THE OWNER AND AS DETAILED IN THE DRAWINGS.

4. BEFORE BEGINNING WITH NECESSARY CONSTRUCTION STAKING, VERIFY THE INFORMATION SHOWN ON THE DRAWINGS, IN RELATION TO THE ESTABLISHED CONSTRUCTION REFERENCE STAKES, BENCH MARKS, CONTROL POINTS AND PROPERTY CORNERS. NOTIFY THE

OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.

5. REMOVE CONSTRUCTION REFERENCE STAKES WHEN DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.

B. CONTRACTOR SHALL PROVIDE AS-BUILT DOCUMENTATION OF CONTRACTOR INSTALLED INFRASTRUCTURE AND IMPROVEMENTS.

3.3 TOPOGRAPHY SHOWN ON THE DRAWINGS

A. CONTOURS OF THE GROUND ARE SHOWN ON THE DRAWINGS. THESE CONTOURS ARE REASONABLY CORRECT, BUT ARE NOT GUARANTEED TO BE ABSOLUTELY SO, AND TOGETHER WITH ANY SCHEDULE OF QUANTITIES ARE PRESENTED ONLY AS AN APPROXIMATION.

3.4 RECORD MEASUREMENTS, TESTING AND MARKERS

A. PROVIDE ACCESS FOR OWNER'S CQA REPRESENTATIVE FOR PIPE BEDDING MATERIAL SAMPLING AND TESTING ACTIVITIES.

COMMUNICATE WITH OWNER OR OWNER'S CQA REPRESENTATIVE NO SOONER THAN 24 HOURS THE TIMING AND SCHEDULE FOR AREA

AND INFRASTRUCTURE READINESS FOR MATERIAL TEST PROCEDURES.

B. PROVIDE ACCESS FOR OWNER'S CQA REPRESENTATIVE FOR LANDFILL PERIMETER BERM MATERIAL COMPACTION TESTING AND MATERIAL SAMPLE COLLECTION ACTIVITIES. COMMUNICATE WITH OWNER OR OWNER'S CQA REPRESENTATIVE NO SOONER THAN 24 HOURS THE TIMING AND SCHEDULE FOR AREA AND INFRASTRUCTURE READINESS FOR MATERIAL TEST PROCEDURES.

C. PROVIDE ACCESS FOR OWNER'S CQA REPRESENTATIVE FOR PIPE TESTING PROCEDURE AND GAUGE OBSERVATION FOR PRESSURIZE AND GRAVITY PIPE PRESSURE TESTS. RETAIN TEST RESULTS FOR DISTRIBUTION TO OWNER OR OWNER'S CQA REPRESENTATIVE ON REQUEST.

COMMUNICATE WITH OWNER OR OWNER'S CQA REPRESENTATIVE NO SOONER THAN 24 HOURS THE TIMING AND SCHEDULE FOR PIPE

TESTING.

D. PROVIDE RECORD SURVEY INFORMATION OF THE AS-CONSTRUCTED FACILITIES SHOWING THE HORIZONTAL AND VERTICAL LOCATION OF BURIED UTILITIES, STRUCTURES, AND OTHER FACILITIES WHICH IS COVERED WHEN CONSTRUCTION IS COMPLETE.

E. ELECTRIC, COMMUNICATIONS

1. AT A MINIMUM, PROVIDE A RECORD SURVEY RECORDING THE HORIZONTAL AND VERTICAL LOCATIONS OF THE FOLLOWING:

a. UNDERGROUND COVERED WORK THAT DEVIATES FROM THE DRAWINGS.

b. CHANGES IN DIRECTION.

c. ELEVATIONS AT OTHER UTILITY CROSSINGS.

d. SERVICE ENTRANCES.

e. HANDHOLES, UTILITY BOXES, AND TERMINAL STRIPS.

f. TRANSFORMER LOCATIONS.

g. VALVES AND PIPELINE FITTINGS.

h. MAPPED EASEMENT BOUNDARIES.

SECTION 31 10 00 - SITE CLEARING (BY OWNER)

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES:

1. CLEARING, GRUBBING, AND DISPOSAL.

2. STRIPPING AND STOCKPILING EXISTING SELECT MATERIALS.

3. STRIPPING AND STOCKPILING TOPSOIL.

1.2 RELATED WORK AND REQUIREMENTS

A. APPLICABLE PROVISIONS OF DIVISION 01 SHALL GOVERN WORK OF THIS SECTION.

PART 2 - PRODUCTS

2.1 MATERIALS

A. TOPSOIL

1. TOPSOIL IS DEFINED AS THE UPPER SOIL HORIZON CONSISTING OF MINERAL LAYERS OF MAXIMUM HUMUS (ORGANIC)

ACCUMULATION.

PART 3 - EXECUTION

3.1 PROTECTION

A. PROTECT BENCHMARKS, SURVEY TIES, AND EXISTING STRUCTURES FROM DAMAGE OR DISPLACEMENT.

B. PREVENT OBSTRUCTION OF TRAFFIC AND PROTECT ALL REMAINING TREES, SHRUBS, AND OTHER VEGETATION FROM INJURY.

3.2 CLEARING, GRUBBING, GRIDING, AND DISPOSAL

A. GENERAL

1. CLEAR AND GRUB THE AREA OF CONSTRUCTION AS IDENTIFIED ON THE DRAWINGS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR

B. CLEARING

1. CUT ALL BRUSH, SHRUBS, STUMPS AND TREES TO WITHIN 4 INCHES OF THE EXISTING GROUND SURFACE.

C. GRUBBING

1. REMOVE ALL STUMPS, ROOTS, LOGS, AND TIMBER.

2. GRUBBING SHALL BE CARRIED TO A MINIMUM DEPTH OF 12 INCHES.

D. CLEARING OPERATIONS SHALL BE COMPLETED IN A MANNER SO AS TO PREVENT OBSTRUCTION OF TRAFFIC AND TO PROTECT ALL

REMAINING TREES, SHRUBS, AND OTHER VEGETATION FROM INJURY.

SECTION 31 22 00 - GRADING (BY OWNER)

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES

1. EXCAVATION.

2. TEST ROLLING.

3. FILLING AND COMPACTING.

4. BACKFILLING AROUND STRUCTURES.

5. DISPOSAL OF SURPLUS MATERIALS.

6. FINISH GRADING.

1.2 RELATED SECTIONS

A. NONE

1.3 REFERENCES

A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

1. ASTM D698 TEST FOR MOISTURE-DENSITY RELATIONS OF SOILS AND SOIL_AGGREGATE MIXTURES, USING

5.5-LB. (2.49-KG) RAMMER AND 12-IN. (305-MM) DROP (STANDARD PROCTOR).

2. ASTM D1556 TEST FOR DENSITY OF SOIL IN PLACE BY THE SAND-CONE METHOD

3. ASTM D1557 TEST FOR MOISTURE-DENSITY RELATIONS OF SOILS AND SOIL_AGGREGATE MIXTURES, USING 10-LB.

(4.5-KG) RAMMER AND 18-IN. (457-MM) DROP (MODIFIED PROCTOR)

4. ASTM D2216 LABORATORY DETERMINATION OF WATER (MOISTURE) CONTENT OF SOIL, ROCK, AND SOIL AGGREGATE

MIXTURES

5. ASTM D4318 LIQUID LIMIT, PLASTIC LIMIT, AND PLASTICITY INDEX OF SOILS

6. ASTM D6938-07 STANDARD TEST METHODS FOR IN-PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL-AGGREGATE

BY NUCLEAR METHODS (SHALLOW DEPTH)

1.4 QUALITY CONTROL RESPONSIBILITIES

A. CONTRACTOR WILL BE RESPONSIBLE FOR TESTING OF SOIL MATERIALS. THE TESTING WILL CONSIST OF MOISTURE/DENSITY (PROCTOR) TESTS OF THE SOURCE MATERIAL AND IN-PLACE NUCLEAR DENSITY TESTING OF INDIVIDUAL LIFTS OF MATERIAL PLACED AND COMPACTED. THE CONTACTORS GEOTECHNICAL ENGINEER SHALL DETERMINE FREQUENCY AND LOCATION OF

TESTS BASED ON THE SPECIFICATIONS AND ON-SITE MATERIAL CONDITIONS.

B. OWNER'S CQA REPRESENTATIVE WILL BE RESPONSIBLE FOR TESTING OF SOIL MATERIALS WITHIN AREAS SHOWN ON

DRAWINGS.

1.5 CONTRACTOR QUALITY CONTROL RESPONSIBILITIES

A. CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTION OF BULK SAMPLES AND PREPARING LOCATIONS FOR IN-PLACE DENSITY

TESTS. CONTRACTOR SHALL PROVIDE A SAFE ENVIRONMENT FOR TESTING PERSONNEL.

PART 2 - PRODUCTS

2.1 SOIL MATERIALS

A. SOIL USED FOR BACKFILLING MAY INCLUDE SOIL EXCAVATED FROM THE PROJECT AREA. SOIL SHALL BE FREE OF ORGANICS, WOOD AND/OR OTHER DEBRIS.

2.2 GRADING EQUIPMENT

A. GRADING EQUIPMENT USED FOR FINAL GRADING SHALL BE EQUIPPED WITH GPS EQUIPMENT TO CONTROL THE GRADE. DESIGN

INFORMATION WILL BE PROVIDED BY THE OWNER IN AUTOCAD FORMAT.

PART 3 - EXECUTION

3.1 EXCAVATION

A. EXCAVATION TO CORRECT GRADE

1. EXCAVATE SITE TO ELEVATIONS SHOWN ON THE PLANS.

2. EXCAVATION OF UNSUITABLE MATERIALS.

a. EXCAVATE UNSUITABLE SOIL MATERIALS ENCOUNTERED IN FILL AREAS.

b. NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE REMOVAL OF UNSUITABLE MATERIAL.

B. EXCAVATION PRECAUTIONS

1. EXCAVATION SLOPE STABILITY:

a. MAINTAIN EXCAVATION SLOPE TO ENSURE A STABLE EXCAVATION AND PREVENT CAVING.

2. DEWATERING OF EXCAVATIONS:

a. PROVIDE AND MAINTAIN ALL EQUIPMENT NECESSARY TO KEEP EXCAVATED AREAS FREE OF ALL GROUNDWATER, SURFACE WATER, OR PRECIPITATION.

b. SOIL WHICH BECOMES SOFT, YIELDING, OR LOSES SUPPORT DUE TO INADEQUATE DEWATERING EFFORTS SHALL BE DEALT

WITH AS FOLLOWS:

1) DISCED AND ALLOWED TO DRY SUFFICIENTLY TO ALLOW FOR SUITABLE COMPACTION.

3. PROTECT EXCAVATION FROM FREEZING:

a. TAKE PRECAUTIONS NECESSARY TO PREVENT FROST FROM ENTERING SUBGRADE SOILS.

b. IF SUBGRADE BECOMES FROZEN, REMOVE SNOW, ICE, AND FROZEN SOIL PRIOR TO PLACEMENT OF ADDITIONAL FILL OR

FINISH SURFACINGS.

3.2 TEST ROLLING

A. TEST ROLL FINISHED CUT OR FILL SUBGRADES BY ROLLING WITH A LOADED HAUL TRUCK OR SCRAPER.

1. METHOD AND EQUIPMENT USED SHALL BE SUITABLE FOR INTENDED USE.

2. TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM DAMAGE DURING TEST ROLLING.

3. TEST ROLL AN AREA EQUAL TO THE AREA OF THE PROPOSED CONSTRUCTION PLUS A MINIMUM OF 3 FEET ON EACH SIDE.

B. TREAT AREAS SHOWING YIELDING OR RUTTING IN EXCESS OF 2 INCHES UNDER TEST ROLLING AS FOLLOWS:

1. REWORK, ADJUST MOISTURE CONTENT AND RECOMPACT AS NECESSARY TO STABILIZE THE AREA.

2. RETEST SOIL AREAS REPLACED OR RECOMPACTED.

C. ROLL FINAL SURFACE WITH A SMOOTH DRUMMED COMPACTOR.

3.3 FILLING AND COMPACTING

A. LAYER THICKNESS FOR FILL SOIL SHALL BE AS FOLLOWS:

1. LAYER THICKNESS SHALL BE DEPENDENT ON THE SOIL CLASSIFICATION TYPE, WEIGHT, AND SOIL CONTACT PRESSURE OF

COMPACTION EQUIPMENT BEING USED.

2. LAYER THICKNESS SHALL NOT EXCEED 12 INCHES.

B. COMPACTION

1. COMPACTION METHOD FOR FILL SOILS SHALL BE APPROPRIATE FOR SOIL MATERIAL BEING COMPACTED AND PROVIDE

SUFFICIENT SOIL CONTACT PRESSURE TO THOROUGHLY COMPACT ENTIRE LIFT THICKNESS.

C. PROPER SOIL MOISTURE CONTENTS FOR COMPACTION SHALL BE MAINTAINED IN ALL SOILS.

1. OPTIMUM MOISTURE CONTENT AS DETERMINED BY MODIFIED (ASTM D1557) OR STANDARD (ASTM D698) PROCTOR SHALL BE

USED TO DETERMINE ACCEPTANCE MOISTURE CONTENTS FOR SOIL COMPACTION.

2. USE THE FOLLOWING GUIDELINES TO DETERMINE MOISTURE CONTENT RANGE FOR COMPACTION OF VARIOUS SOILS:

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MOISTURE REQUIREMENTS FOR COMPACTION OF VARIOUS SOILS

MATERIAL DESCRIPTION SOIL CLASS TOLERABLE RANGE OF MOISTURE CONTENT ABOUT OPTIMUM (%)

COARSE GRAINED,

COHESIONLESS SOILS WITH

LESS THAN 4% P200 OR WITH

LESS THAN 8% UNIFORM

GRADATION (I.E., CLEAN SAND

OR GRAVEL).

SANDY CLAYS, SILTY CLAY

SILTS, AND CLAYS

ALL OTHER SOIL TYPES

NOTE: THE ABOVE REQUIREMENTS ARE GENERAL GUIDELINES FOR SOIL MOISTURE CONTENT WHICH MAY OR MAY NOT APPLY TO A SPECIFIC SOIL MATERIAL. IN SOME CIRCUMSTANCES, THE REQUIRED DENSITY MAY BE ATTAINED AT MOISTURE CONTENTS OUTSIDE THE RANGES INDICATED

ABOVE.

1. IF SOIL MATERIAL HAS EXCESSIVE OR DEFICIENT MOISTURE, DRY OUT OR ADD MOISTURE TO THE DEGREE NECESSARY FOR THE REQUIRED COMPACTION. DETERMINE MOISTURE CONTENT IN ACCORDANCE WITH ASTM D2216.

A. COMPACTION REQUIREMENTS FOR ALL FILL SOILS UNLESS SPECIFIED ELSEWHERE SHALL BE AS FOLLOWS:

1. CLASS 1:

COMPACTION REQUIREMENTS FOR VARIOUS SOIL CLASSES

E. SOIL CLASSES NOT REQUIRING COMPACTION BY THE ABOVE SCHEDULE WILL BE PROOF ROLLED WHEN REQUESTED BY THE

OWNER'S REPRESENTATIVE.

F. DENSITY TESTING WILL BE PERFORMED BY THE ENGINEER. CONTRACTOR SHALL PREPARE TEST LOCATIONS.

G. RECOMPACT ANY AREAS NOT MEETING DENSITY REQUIREMENTS.

3.4 BACKFILLING AROUND STRUCTURES

A. DO NOT BACKFILL ANY FOUNDATION, WALL, OR STRUCTURE PRIOR TO INSPECTION BY THE ENGINEER.

B. BACKFILLING UNDER PIPES OR CONDUITS IN AREAS EXCAVATED DUE TO CONSTRUCTION.

1. CONTRACTOR SHALL FURNISH AND COMPACT SOIL CLASS C-3 UNDER ALL PIPING OR CONDUITS.

2. COMPACT FILL SHALL EXTEND FROM UNDISTURBED EARTH TO GRADE.

3. PLACE AND COMPACT FILL IN ALL AREAS DISTURBED BY CONSTRUCTION.

3.5 FINISH GRADING

A. GRADE, TRIM, AND SHAPE SUBGRADE TO REQUIRED GRADE AND SECTION.

1. ADJUST SLOPES BY GRADING SO THAT TRANSITION IS SMOOTH AND GRADUAL.

2. THE CRESTS OF CUT BANKS SHALL BE ROUNDED AND SHAPED.

3. REFILL, REGRADE AND COMPACT WASHOUTS AND RUTS.

4. REMOVE ALL STONES 12 INCHES OR LARGER FROM GRADING LIMITS.

B. GRADING TOLERANCES

1. VERTICAL TOLERANCE - +/- 0.1' AT ALL LOCATIONS.

2. HORIZONTAL TOLERANCE - +/- 0.5' FOR ALL FEATURES.

SECTION 31 25 00 - EROSION AND SEDIMENT CONTROL (BY OWNER)

PART 1 - GENERAL

1.1 SUMMARY

A. SECTION INCLUDES

1. EROSION BALES AND BAGS

2. INLET PROTECTION

3. SILT FENCE

4. RIPRAP AND BREAKER RUN STONE

5. EROSION MATS

6. TACKIFIERS

7. SOIL STABILIZERS

8. DITCH CHECKS

9. SEDIMENT CONTROL PRACTICES

10. VEGETATIVE BUFFERS

11. STONE TRACKING PAD

12. MULCHING

13. SEEDING FOR EROSION CONTROL

14. DEWATERING FOR EROSION CONTROL

15. CONSTRUCTION SITE DIVERSION

16. GRADING PRACTICES FOR EROSION CONTROL

17. DUST CONTROL

1.2 REFERENCES

A. WISCONSIN DOT, EROSION CONTROL, PRODUCT ACCEPTABILITY LISTS FOR MULTI-MODAL APPLICATIONS (PAL), LATEST EDITION.

B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

1. ASTM D1388 TEST METHOD FOR STIFFNESS OF FABRICS

2. ASTM D2487 TEST METHOD FOR CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES

3. ASTM D3776 TEST METHOD FOR MASS PER UNIT AREA (WEIGHT) OF WOVEN FABRIC

4. ASTM D4355 TEST METHOD FOR DETERIORATION OF GEOTEXTILES FROM EXPOSURE TO ULTRAVIOLET LIGHT AND WATER

(XENON-ARC TYPE APPARATUS)

5. ASTM D4491 TEST METHOD FOR WATER PERMEABILITY OF GEOTEXTILES BY PERMITTIVITY

6. ASTM D4632 TEST METHOD FOR GRAB BREAKING LOAD AND ELONGATION OF GEOTEXTILES

7. ASTM D4751 TEST METHOD FOR DETERMINING APPARENT OPENING SIZE OF A GEOTEXTILE

8. ASTM D4833 STANDARD TEST METHOD FOR INDEX PUNCTURE RESISTANCE OF GEOTEXTILES, GEOMEMBRANES, AND RELATED

PRODUCTS

9. ASTM D5035 TEST METHOD FOR BREAKING STRENGTH AND ELONGATION OF TEXTILE FABRIC (STRIP METHOD)

10. ASTM D5338 TEST METHOD FOR DETERMINING AEROBIC BIODEGRADATION OF PLASTIC MATERIALS UNDER CONTROLLED

COMPOSTING CONDITIONS

C. WISCONSIN DEPARTMENT OF NATURAL RESOURCES STORMWATER TECHNICAL STANDARDS,

HTTP://DNR.WI.GOV/RUNOFF/STORMWATER/TECHSTDS.HTM

1.3 SYSTEM DESCRIPTION

A. SELECT AND DESIGN METHOD OF EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND STATE

AND LOCAL EROSION CONTROL ORDINANCES AND STANDARDS.

B. PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROL TO PREVENT EROSION WHICH MAY BE CAUSED DUE TO SELECTED

CONSTRUCTION METHODS.

1.4 SUBMITTALS

A. MANUFACTURER'S CERTIFICATION FOR MANMADE PRODUCTS.

PART 2 - PRODUCTS

2.1 EROSION BALES AND BAGS

A. SAND BAGS

1. MINIMUM UNFILLED SIZE OF 16 BY 26 INCHES.

2. COMPLETELY FILLED WITH A GRANULAR SOIL (P200 <50%).

B. ROCK FILLED FILTER BAGS

1. MINIMUM UNFILLED SIZE OF 18” X 30”.

2. CONSTRUCT BAG OF HIGH DENSITY POLYETHYLENE AS MANUFACTURED BY EROTEX.

3. SEAL BAG WITH A HIGH DENSITY POLYETHYLENE DRAW STRING KNITTED DIRECTLY INTO THE BAG OPENING IN A ROLLED SEAM USING

MINIMUM OF 480 DENIER POLYESTER SEWING YARN.

4. FILL BAG WITH WELL GRADED COARSE AGGREGATE CONFORMING TO THE FOLLOWING AASHTO M43 SIZE NO. 76:

SIEVE SIZE PERCENT PASSING BY WEIGHT

2-INCH ---

1½-INCH ---

1-INCH 100

¾-INCH 90-100

⅜-INCH 20-55

NO. 4 0-10

NO. 8 0-5

C. EROSION BALES

1. TIGHTLY COMPACTED BALES OF GRAIN STRAW OR HAY.

2. USE STRAW, IF REQUIRED TO FUNCTION FOR MORE THAN 15 DAYS.

D. SUPPORT POST

1. WOOD OR STEEL CONSTRUCTION, MINIMUM LENGTH 4 FEET.

2. WOOD POSTS: 2" X 2" OR EQUIVALENT STEEL POSTS.

2.2 INLET PROTECTION

A. INLET PROTECTION SHALL CONFORM TO THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES CONSERVATION PRACTICE STANDARD

#1060 "STORM DRAIN INLET PROTECTION FOR CONSTRUCTION SITES.”

2.3 SILT FENCE

A. GEOTEXTILE FABRIC

1. FABRIC SHALL BE EITHER WOVEN OR NON-WOVEN POLYESTER, POLYPROPYLENE, STABILIZED NYLON, POLYETHYLENE OR

POLYVINYLIDENE CHLORIDE.

2. FABRIC SHALL HAVE THE MINIMUM STRENGTH VALUES IN THE WEAKEST PRINCIPAL DIRECTION.

3. NON-WOVEN FABRIC MAY BE NEEDLE PUNCHED, HEAT BONDED, RESIN BONDED OR COMBINATION THEREOF.

4. FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS:

a. IF SILTY SOILS ON-SITE THEN THE FOLLOWING CAN BE USED:

1) GRAB TENSILE STRENGTH ASTM D4632 101 LBS. (450 N)

2) APPARENT OPENING SIZE ASTM D4751 0.3 MM

3) UV RESISTANCE STRENGTH RETAINED ASTM D4355 70

AT 500 HOURS (%)

4) PERMITTIVITY (PER SECOND) ASTM D4491 0.14

b. IF SANDY SOILS ON-SITE THEN THE FOLLOWING CAN BE USED:

1) GRAB TENSILE STRENGTH ASTM D4632 101 LBS. (450 N)

2) APPARENT OPENING SIZE ASTM D4751 0.3 MM TO 0.8 MM

3) UV RESISTANCE STRENGTH RETAINED ASTM D4355 70

AT 500 HOURS (%)

4) PERMITTIVITY (PER SECOND) ASTM D4491 0.14

B. SUPPORT POSTS

1. WOOD OR STEEL CONSTRUCTION MINIMUM LENGTH 5 FEET.

2. WOOD POSTS - 2" X 2" OR EQUIVALENT STEEL POSTS.

C. SILT FENCE SHALL CONFORM TO THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES CONSERVATION PRACTICE STANDARD #1056

"SILT FENCE".

2.4 RIPRAP

A. SEE SECTION 31 05 10 SOILS AND AGGREGATES FOR EARTHWORK.

B. RIPRAP MAY BE USED FOR PERMANENT EROSION CONTROL OR FOR CONSTRUCTION OF TEMPORARY DITCH CHECKS, PROVIDE AS

FOLLOWS:

1. PROVIDE MINIMUM THICKNESS OF 1.0 FEET MEASURED PERPENDICULAR TO THE BASE.

2. MORE THAN 50 PERCENT OF STONES SHALL WEIGH MORE THAN 50 LB.

3. IF SEVERE EROSION IS ANTICIPATED, SUBMIT RIPRAP DESIGN TO THE ENGINEER.

2.5 VEGETAL COVER

A. TEMPORARY SEED MIXTURE COMPONENTS

SPECIES MIN. % PURITY MIN. % GERM. LBS. PER ACRE

OATS 98 90 80

RYE 98 85 100

B. USE RYE GRASS WHEN PERMANENT SEEDING IS TO FOLLOW WITHIN ONE (1) YEAR.

C. PERMANENT SEED MIX SHALL BE WISDOT MIX NO. 75. SEED IN ACCORDANCE WITH WISDOT SPECIFICATION SECTION 630.

2.6 EROSION MATS

A. GENERAL

1. NETTING, IF USED, SHALL NOT EXCEED 15% OF THE TOTAL BLANKET WEIGHT.

2. BOND THE NETTING TO THE PARENT MATERIAL TO PREVENT SEPARATION FOR THE LIFE OF THE PROJECT (MINIMUM TWO MONTHS).

B. TYPES

1. NON-CHANNEL EROSION MAT SHALL CONFORM TO THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES CONSERVATION PRACTICE

STANDARD #1052 "NON-CHANNEL EROSION MAT."

2. CHANNEL EROSION MAT SHALL CONFORM TO THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES CONSERVATION PRACTICE

STANDARD #1053 "CHANNEL EROSION MAT".

C. ANCHORING DEVICES

1. ANCHORING AND COMPONENTS FOR TEMPORARY EROSION MATS SHALL BE COMPLETELY BIODEGRADABLE AS DETERMINED BY ASTM

D5338.

2. MATERIALS SHALL BE ENVIRONMENTALLY SAFE FOR SOIL AND GROUNDWATER.

3. DO NOT USE PETROLEUM BASED PLASTICS OR COMPOSITES.

4. DO NOT USE MATERIALS WHICH MAY PRESENT A HAZARD FROM SPLINTERING OR SPEARING.

5. DESIGN ANCHORS TO HOLD A MINIMUM OF TWO MONTHS AND BE SUBSTANTIALLY DEGRADED WITHIN FOUR MONTHS DURING THE

SUMMER (WARM SOIL CONDITIONS).

D. MATERIAL PROPERTIES

1. POROSITY CALCULATED: 85-90%.

2. STIFFNESS ASTM D1388 2,000 MG-CM (MAXIMUM).

3. WEIGHT ASTM D3776: 18 OZ/S.Y.

4. TENSILE STRENGTH ASTM D5035 (2 INCH STRIP).

a. LENGTH DIRECTION: 15 LB.

b. WIDTH DIRECTION: 5 LB.

5. ELONGATION ASTM D5035 (2 INCH STRIP).

a. LENGTH DIRECTION: 150%

b. WIDTH DIRECTION: 100%

6. USE FLEXIBLE MAT OF POLYVINYLCHLORIDE MONOFILAMENTS BONDED TOGETHER INTO A THREE-DIMENSIONAL WEB DESIGNED

EXCLUSIVELY TO SERVE AS AN EROSION CONTROL AND REVEGETATION MAT.

E. STAPLES

1. STAPLES FOR ANCHORING EROSION MAT SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:

a. U-SHAPED.

b. NO. 11 GAGE OR LARGER DIAMETER STEEL WIRE.

c. WIDTH OF ONE TO TWO INCHES.

d. LENGTH:

1) NOT LESS THAN SIX (6) INCHES FOR FIRM SOIL.

2) NOT LESS THAN TWELVE (12) INCHES FOR SOFT OR LOOSE SOILS.

3) NOT LESS THAN EIGHT (8) INCHES WHERE EROSION MAT IS PLACED OVER SOD.

2. PINS SHALL HAVE A 3/16 INCH SHANK DIAMETER WITH ATTACHED 1½ INCH WASHER.

3. STAPLES SHALL HAVE A ¾ INCH SHANK DIAMETER WITH A 1" MINIMUM TOP WIDTH.

2.7 TACKIFIERS

A. LATEX BASE

1. LATEX EMULSION POLYMER BY WEIGHT SHALL CONSIST OF:

a. STYRENE (%): 48

b. BUTADIEN (%): 50

c. ADDITIVE (%): 2

d. PERCENT SOLIDS: 42 TO 46

e. PH (AS SHIPPED): 8.5 TO 10.0

2. EMULSION SHALL NOT BE FROZEN AT ANY TIME OR EXPOSED TO SUNLIGHT FOR EXTENDED PERIODS OF TIME.

B. GUAR GUM

1. MINIMUM OF 95% GUAR GUM BY WEIGHT.

2. REMAINING WEIGHT SHALL CONSIST OF DISPERSING AND CROSS-LINKING ADDITIVES.

C. OTHER TACKIFIERS

1. OTHER TACKIFIERS SHALL INCLUDE THE FOLLOWING, BUT NOT LIMITED TO:

a. WATER SOLUBLE NATURAL VEGETABLE GUMS.

b. GUAR GUMS BLENDED WITH GELLING AND HARDENING AGENTS.

c. WATER SOLUBLE BLEND OF HYDROPHOBIC POLYMERS, VISOSIFERS, STICKING AIDS, AND OTHER GUMS.

2.8 SOIL STABILIZERS

A. SOIL BINDER/FIBER STABILIZER

1. SHALL BE A CEMENTITIOUS SOIL BINDER ADDED TO WOOD CELLULOSE FIBER MULCH OR A BONDED FIBER MATRIX.

2. SHALL SHOW SIMILAR VEGETATIVE DENSITY AND SEDIMENT LOSS STANDARDS AS TEMPORARY EROSION MATS.

B. INSTALLATION OF ANIONIC POLYACRYLAMINE (PAM) AS A SOIL BINDING AGENT SHALL BE DONE IN ACCORDANCE WITH THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES CONSERVATION PRACTICE STANDARD #1050 "EROSION CONTROL LAND APPLICATION OF

ANIONIC POLYACRYLAMIDE".

2.9 DITCH CHECKS

A. DITCH CHECKS SHALL CONFORM WITH THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES CONSERVATION PRACTICE STANDARD

#1062 "DITCH CHECK (CHANNEL)".

B. SUBMIT A LIST OF DITCH CHECKS MATERIALS TO THE ENGINEER FOR REVIEW.

2.10 GEOTEXTILE FABRICS

IN ACCORDANCE WITH SECTION "GEOSYNTHETIC SOIL STABILIZATION AND LAYER SEPARATION".

"A" AND "B" HIGHEST PRACTICAL MOISTURE

CONTENT (SATURATION MAY BE

REQUIRED)

"E" AND "G" -2 TO +4

ALL OTHER SOIL CLASSES -1 TO +3

REQUIRED COMPACTION (%) OF

MODIFIED/STANDARD PROCTOR DENSITY

SOIL CLASS CLASS 1 CLASS 2

A, B, C, D, E, AND G 90/95 90/95

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ENGINEERING

INTERIOR DESIGN

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PART 3 - EXECUTION

3.1 GENERAL

A. KEEP DISTURBED AREAS TO A MINIMUM.

B. STABILIZE AND PROTECT DISTURBED AREAS WITH TEMPORARY SEED AND MULCH WITHIN 14 DAYS OF ACTIVE DISTURBANCE OF THE

SOIL SURFACE.

C. PLACE EXCAVATED TRENCH MATERIAL ON THE HIGH SIDE OF THE TRENCH WHERE APPROPRIATE.

D. DISCHARGE TRENCH WATER TO FILTER BARRIER PRIOR TO RELEASE INTO A DRAINAGE WAY.

E. INSTALL GRAVEL MATS AT SITE VEHICLE ENTRANCE AND SITE EXIT LOCATIONS TO PREVENT TRACKING OF SOIL.

F. COLLECT TRACKED SOIL AND CLEAN FROM PAVED ROADS NEAR THE CONSTRUCTION SITE THE SAME DAY IT OCCURS.

G. SEDIMENT CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY.

H. LOCATE SOIL STOCKPILES NO CLOSER THAN 25 FEET OF A ROADWAY, WETLAND, OR DRAINAGE CONTROL CHANNEL AND CONTROL BY COVERING THE PILE WITH TARPAULINS, TEMPORARY SEED AND MULCH OR OTHER SUITABLE MEANS, IF THE PILE IS EXPOSED FOR 14

DAYS OR MORE.

I. PROTECT STORM INLETS INCLUDING INLETS IN PAVED ROADWAYS WITH EROSION BALES, GEOTEXTILE FENCE OR OTHER SUITABLE

APPROVED BARRIERS.

J. WHEN IT IS NECESSARY TO CROSS…