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WINNEBAGO CO PUBLIC SAFETY BLDG - SIDEWALK
5291 ZENITH PARKWAY
LOVES PARK, IL 61111
VOICE: (815) 484-4300
FAX: (815) 484-4303
404 ELM ST.
www.arcdesign.com
Illinois Design Firm License No. 184-001334
ROCKFORD, IL
PROJECT NAME
OWNER'S NAME
WINNEBAGO CO
PUBLIC SAFETY
GENERAL NOTES VICINITY MAP INDEX OF SHEETS
BLDG -
SHEET NUMBER SHEET TITLE SIDEWALK
1. THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL C00 COVER
ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS TIME. NEITHER THE
T C01 GENERAL NOTES 404 ELM ST.
ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN
S
THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A C02 OVERALL SIDEWALK LOCATION MAP
ROCKFORD, IL
CONTEMPORARY BASIS AT THE SITE. H
C03 SIDEWALK REMOVAL PLAN
C
WINNEBAGO COUNTY
2. THE CONTRACTOR, BY AGREEING TO PERFORM THE WORK, AGREES TO INDEMNIFY AND HOLD HARMLESS THE
R C04 SIDEWALK REMOVAL PLAN
OWNER, THE ENGINEER, THE CITY, AND ALL AGENTS AND ASSIGNS OF THOSE PARTIES, FROM ALL SUITS AND
U SHAWN FRANKS
CLAIMS ARISING OUT OF THE PERFORMANCE OF SAID WORK, AND FURTHER AGREES TO DEFEND OR OTHERWISE C05 SIDEWALK LAYOUT PLAN
H 400 W STATE ST.
PAY ALL LEGAL FEES ARISING OUT OF THE DEFENSE OF SAID PARTIES.
C C06 SIDEWALK LAYOUT PLAN ROCKFORD, IL 61107
815-319-4670
3. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY
C07 DETAILS
AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
SITE
PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE T C08 DETAILS
LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE S
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS
O CONSULTANTS
SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
G
ADEQUATE SIGNS, BARRICADES, FENCING, TRAFFIC CONTROL DEVICES AND MEASURES, AND ALL OTHER
MEASURES THAT ARE NECESSARY TO PROTECT THE SAFETY OF THE SITE AT ALL TIMES. A W
B S
4. MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED FOR OTHER CONSTRUCTION E T A
ACTIVITIES. USE TRAFFIC CONTROL DEVICES TO INCLUDE TEMPORARY STRIPING, FLAGMEN, BARRICADES, N T
E
WARNING SIGNS, AND WARNING LIGHTS SHALL BE IN ACCORDANCE WITH CURRENT MUTCD AND IDOT STANDARDS. N S
SITE T
I
5. ALL PHASES OF THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED INDUSTRY STANDARDS AND W
REQUIREMENTS SET FORTH BY THE THE OWNER'S "DESCRIPTION OF WORK" [INCLUDE IF APPLICABLE], CITY OF
E
ROCKFORD, THE STATE OF ILLINOIS, AND THIS PLAN SET. S L
M
S
6. THE CITY OF ROCKFORD MUST BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OR
T
RESUMPTION OF ANY WORK.
7. THE CONTRACTOR SHALL COORDINATE ALL PERMIT AND INSPECTION REQUIREMENTS WITH RESPONSIBLE LOCAL,
STATE, AND FEDERAL AGENCIES. THE CONTRACTOR SHALL INCLUDE THE COSTS OF THIS COORDINATION AND ALL
INSPECTION FEES IN THE BID PRICE.
8. ALL WORK PERFORMED BY THE CONTRACTOR SHALL COME WITH A WARRANTY AGAINST DEFECTS IN
WORKMANSHIP AND MATERIALS. THIS WARRANTY PERIOD SHALL RUN CONCURRENT WITH THE REQUIRED ISSUED FOR
WARRANTY PERIODS THE OWNER MUST PROVIDE TO EACH LOCAL GOVERNMENT AGENCY, AS A CONDITION OF THE
DATE
PERMIT.
1. COORDINATION 08-03-2026
APPROVAL DATE
9. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE PRECAUTIONS NECESSARY TO 2. COORDINATION 08-11-2026
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT.
3. BIDDING 08-13-2026
CITY OF ROCKFORD PENDING
10. ALL STRUCTURES, INLETS, PIPES, SWALES, ROADS AND PUBLIC EGRESSES MUST BE KEPT CLEAN AND FREE OF
4. ---- ----
DIRT AND DEBRIS AT ALL TIMES.
5. ---- ----
11. ANY FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECORDED SHOWING SIZE, LOCATION, AND
DEPTH BY THE CONTRACTOR, AND EITHER RECONNECTED AND REROUTED OR CONNECTED TO THE STORM SEWER 6. ---- ----
SYSTEM. THE OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ENCOUNTERING ANY TILE.
7. ---- ----
12. THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF THE BENCHMARKS PRIOR TO COMMENCING WORK. Call 8. ---- ----
THE CONTRACTOR SHALL ALSO FIELD VERIFY THE LOCATION AND ELEVATION OF EXISTING PIPE INVERTS, CURB OR
PAVEMENT WHERE MATCHING INTO EXISTING WORK. THE CONTRACTOR SHALL FIELD VERIFY HORIZONTAL Before 9. ---- ----
CONTROL BY REFERENCING PROPERTY CORNERS TO KNOWN PROPERTY LINES. NOTIFY THE ENGINEER OF
10.---- ----
DISCREPANCIES IN EITHER VERTICAL OR HORIZONTAL CONTROL PRIOR TO PROCEEDING. You Dig
11.---- ----
13. ALL ELEVATIONS ARE ON NAVD 88 DATUM.
12.---- ----
14. PARKING AREAS DESIGNATED AS A.D.A. AND ALL SIDEWALK SHALL BE COMPLIANT WITH STATE AND LOCAL A.D.A.
REQUIREMENTS. REVISIONS
ITEM DATE
15. TACTILE WARNING PLATES PER IDOT SPECIFICATIONS SHALL BE PLACED AT ALL LOCATIONS WHERE SIDEWALK
1. ---- ----
THAT IS TO BE REPLACED INTERSECTS PUBLIC ROADS AND AT LOCATIONS INDICATED IN THIS PLAN SET.
UTILITY OFFICIALS 2. ---- ----
16. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. THIS
INCLUDES SANITARY SEWER, WATER MAIN, STORM SEWER, GENERAL TELEPHONE, COMMONWEALTH EDISON, 3. ---- ----
NORTHERN ILLINOIS GAS AND CABLE TELEVISION, IF ANY. THE J.U.L.I.E. NUMBER IS 1-800-892-0123.
ILLINOIS 4. ---- ----
CITY OF ROCKFORD PUBLIC WORKS : ROCKFORD WATER DEPARTMENT:
17. PROPERTY CORNERS SHALL BE CAREFULLY PROTECTED UNTIL THEY HAVE BEEN REFERENCED BY A
5. ---- ----
ONE CALL SYSTEM 500 S INDEPENDENCE AVE CITY OF ROCKFORD
PROFESSIONAL LAND SURVEYOR.
ROCKFORD, IL 61102 WATER DIVISION 6. ---- ----
18. THE CONTRACTOR SHALL KEEP CAREFUL MEASUREMENTS AND RECORDS OF ALL CONSTRUCTION AND SHALL (779) 348-7260 425 E STATE ST
DIAL 811 OR (800)
FURNISH THE ENGINEER, THE OWNER AND THE CITY WITH RECORD DRAWINGS IN A DIGITAL FORMAT COMPATIBLE ROCKFORD, IL 61104
WITH AUTOCAD RELEASE 14 UPON COMPLETION OF HIS WORK. (779) 348-7368
892-0123
SHEET TITLE
19. ANY EXCESS DIRT OR MATERIALS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR OR
AS INDICATED ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE TO FOLLOW ALL LOCAL AND FEDERAL COVER
REGULATIONS FOR DISPOSAL OF SOILS OFF-SITE, INCLUDING ANY TESTING (IF APPROPRIATE).
SEWER DISTRICT:
20. NOTIFY THE OWNER AND CITY OF ROCKFORD OF ANY EXISTING WELLS. OBTAIN PERMIT FORM THE ILLINOIS BUREAU
CHRISTOPHER BAER
OF MINERALS AND THE STATE WATER SURVEY. CAP AND ABANDON WELLS IN ACCORDANCE WITH LOCAL, STATE,
FOUR RIVERS SANITATION AUTHORITY
AND FEDERAL REGULATIONS.
3501 KISHWAUKEE ST
OWNER: ENGINEER:
ROCKFORD, IL 61126-7480
21. FINISH GRADE SHALL IN ALL AREAS NOT SPECIFICALLY RESERVED FOR STORM WATER MANAGEMENT SHALL DRAIN
(815) 387-7660
FREELY. NO PONDING SHALL OCCUR. TOLERANCES TO BE OBSERVED WILL BE MEASURED TO THE NEAREST 0.04 OF
A FOOT FOR PAVED SURFACES AND 0.10 OF A FOOT FOR UNPAVED AREAS.
SHAWN FRANKS
400 W STATE ST.
DRAWN EMM
ROCKFORD, IL 61107
CHECKED LND
815-319-4670
PM RCS
5291 ZENITH PARKWAY
LOVES PARK, IL 61111 PROJECT NUMBER
VOICE: (815) 484-4300 SHEET NUMBER
FAX: (815) 484-4303
26131
www.arcdesign.com
Illinois Design Firm License No. 184-001334
C00
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SUMMARY OF QUANTITIES DEMOLITION NOTES GENERAL PAVING NOTES
1. CONTRACTOR TO PROVIDE A COMPLETE PROJECT PER THE CONSTRUCTION DOCUMENTS, QUANTITIES PROVIDED AS A PART OF THIS SUMMARY ARE FOR 1. A PHASE 1 ENVIRONMENTAL ASSESSMENT HAS BEEN PERFORMED FOR THIS SITE. PLEASE REFERENCE [FIRM THAT CREATED THE ESA] REPORT DATED [DATE ESA
REFERENCE PURPOSES ONLY AND ARE NOT A BASIS FOR CHANGE ORDER IF ADDITIONAL QUANTITY IS INSTALLED AS PART OF THE ORIGINAL BID DOCUMENTS. WAS RELEASED] AND TITLED "[TITLE OF REPORT]" [EDIT TO PROVIDE SPECIFICS ONLY IF AN ESA HAS BEEN PERFORMED; ELSE DELETE] 1. ALL PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING:
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL ITEMS THAT IMPEDE THE PROPER PLACEMENT OF ANY ITEMS PROPOSED A. CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) "STANDARD
BY THIS PLAN SET. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (STANDARD SPECIFICATIONS), LATEST EDITION, INCLUDING ALL UPDATES AND STANDARDS
3. THE REMOVAL WORK SHALL INCLUDE BUT NOT BE LIMITED TO: OBTAINING ALL DEMOLITION PERMITS REQUIRED, REMOVAL OF THE EXISTING TREES, SEALING OF THERETO.
THE EXISTING WATER WELL(S), REMOVAL ANY SEPTIC SYSTEM OR DRY WELLS (IF ANY) AND OTHER ITEMS TO COMPLETE THE REMOVALS. B. STANDARDS AND REQUIREMENTS OF CITY OF ROCKFORD. 5291 ZENITH PARKWAY
4. THE CONTRACTOR SHALL REMOVE ALL MATERIALS DEEMED UNSUITABLE BY THE ENGINEER WITHIN EIGHT INCHES OF THE PROPOSED BUILDING FOOTPRINT TO THE C. ADDITIONAL DETAILS AND REQUIREMENTS PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING THIS PLAN SET. LOVES PARK, IL 61111
DEPTH THAT SUCH UNSUITABLE MATERIALS EXIST. VOIDS SHALL BE FILLED IN ACCORDANCE WITH THE "EARTHWORK NOTES" ON THIS PLAN SHEET. 2. ALL PROPOSED PAVEMENT AREAS SHALL BE STRIPPED OF ALL TOPSOIL AND UNSUITABLE MATERIAL AND EXCAVATED OR FILLED TO WITHIN 0.10 FEET OF DESIGN VOICE: (815) 484-4300
5. TREE REMOVAL SHALL INCLUDE THE COMPLETE REMOVAL OF [ALL TREES ON THE ENTIRE SITE, INCLUDING ALL STUMPS AND ROOTS WITH THE FOLLOWING SUBGRADE. FAX: (815) 484-4303
EXCEPTION: EXISTING (HEALTHY) TREES (ALONG THE SITE PERIMETER) THAT ARE SIX INCHES OR GREATER IN DIAMETER AT BREAST HEIGHT (DBH) SHALL BE 3. THE SUBGRADE OF PAVEMENT AREAS SHALL BE FREE OF ALL UNSUITABLE MATERIAL AND SHALL BE COMPACTED TO A MINIMUM 95 PER CENT OF STANDARD
PRESERVED AND INCORPORATE INTO THE LANDSCAPING. IF REMOVAL OF SAID TREES IS DEEMED NECESSARY BY THE CONTRACTOR, THE CONTRACTOR SHALL PROCTOR DENSITY. www.arcdesign.com
OFFER WRITTEN NOTIFICATION TEN BUSINESS DAYS PRIOR TO DEMOLITION TO THE ENGINEER. WRITTEN APPROVAL MUST BE OBTAINED PRIOR TO REMOVAL OF 4. THE SUBGRADE SHALL BE PROOF ROLLED, INSPECTED AND APPROVED BY THE CITY OF ROCKFORD PRIOR TO PLACING THE BASE MATERIAL. NOTIFY THE Illinois Design Firm License No. 184-001334
SAID TREES.] OR [ALL TREES AS INDICATED IN THE PLAN SET]. ENGINEER AT LEAST 48 HOURS PRIOR TO FINISHED SUBGRADE PREPARATION.
6. THE CONTRACTOR SHALL COORDINATE DISCONNECTION, REMOVAL, AND RELOCATION OF THE EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES. 5. THE EARTHWORK CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF SPOIL MATERIAL FROM THE UNDERGROUND CONTRACTORS, PREPARING THE
ROADWAY SUBGRADE, PROOF ROLLED, PLACING TOPSOIL TO A MINIMUM DEPTH OF 4 INCHES TO FINISHED GRADE IN THE PARKWAYS AREAS ONLY, GRADING OF
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES THAT ARE LEVIED BY UTILITY COMPANIES IN CONJUNCTION WITH DEMOLITION AND REMOVAL OF
DRAINAGE SWALES, AND ALL OTHER TASKS AS DIRECTED BY THE OWNER OR ENGINEER.
EXISTING UTILITIES.
6. THE QUANTITIES CONTAINED IN THESE DOCUMENTS ARE APPROXIMATE AND ESTIMATED, AND ARE PRESENTED AS A GUIDE TO THE CONTRACTOR IN DETERMINING
7. DISPOSAL OF ALL MATERIALS SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL MATERIALS FROM THE SITE, INCLUDING ALL ASSOCIATED PERMITS AND REGULATORY THE SCOPE OF WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL QUANTITIES AND TO BECOME FAMILIAR WITH THE SITE AND SOIL CONDITIONS. PROJECT NAME
7. THE PAVING CONTRACTOR IS RESPONSIBLE FOR THE FINAL SUBGRADE PREPARATION, PROOF ROLLING, THE PAVEMENT BASE, BINDER, AND SURFACE, AND ALL
REQUIREMENTS. OWNER'S NAME
FINAL CLEAN-UP AND RELATED WORK ASSOCIATED WITH THE PAVING OPERATION.
8. THE CONTRACTOR SHALL BE FAMILIAR WITH THE APPROPRIATE SPECIFICATIONS FOR WELL ABANDONMENT, MATERIALS, PROCEDURES, AND ACCESS TO
8. THE PROPOSED PAVEMENT SHALL BE OF THE TYPE AND THICKNESS AS SPECIFIED IN THE ENGINEERING DRAWINGS, AND CONSTRUCTED IN STRICT CONFORMANCE WINNEBAGO CO
EQUIPMENT REQUIRED TO PROPERLY SEAL WELLS (IF ANY). THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN, COMPLETE, AND FILE THE APPROPRIATE
WITH THE PREVIOUSLY REFERENCED IDOT STANDARD SPECIFICATIONS AND CITY OF ROCKFORD.
FORMS THROUGH THE [LOCAL AGENCY] AND THE ILLINOIS ENVIRONMENT PROTECTION AGENCY (IEPA).
9. AREAS OF DEFICIENT PAVING, INCLUDING COMPACTION, SMOOTHNESS, THICKNESS, AND ASPHALT MIXTURE, SHALL BE DELINEATED, REMOVED, AND REPLACED IN
9. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITY SERVICES TO ADJACENT LOTS. INTERRUPTION OF SERVICES TO ADJACENT LOTS SHALL NOT OCCUR PUBLIC SAFETY
COMPLIANCE WITH SPECIFICATIONS REQUIREMENTS UNLESS CORRECTED OTHERWISE AS DIRECTED AND APPROVED BY THE OWNER.
WITHOUT PROPER APPROVAL. A MINIMUM OF 48 HOURS NOTICE SHALL BE GIVEN TO THE PROPERTY OWNERS PRIOR TO THE CONNECTION OF THE NEW SERVICES.
10. FIELD QUALITY CONTROL TESTS SPECIFIED HEREIN WILL BE CONDUCTED BY THE OWNER'S INDEPENDENT TESTING LABORATORY (ITL) AT NO COST TO THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH THE CONNECTION OF TEMPORARY UTILITY SERVICES, IF REQUIRED, TO FACILITATE
CONTRACTOR. ANY TESTING AND INSPECTION RESULTING FROM THE REQUIREMENTS OF NECESSARY PERMITS BY CITY OF ROCKFORD OR THE STATE OF ILLINOIS BLDG -
CONSTRUCTION STAGING.
SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PERFORM ADDITIONAL TESTING AS CONSIDERED NECESSARY BY THE CONTRACTOR FOR
10. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC., ARE FREE AND CLEAR OF ANY CONSTRUCTION ACTIVITY AND / OR
ASSURANCE OF QUALITY CONTROL. RETESTING REQUIRED AS A RESULT OF FAILED INITIAL TESTS SHALL BE AT THE CONTRACTOR'S EXPENSE.
EXCAVATED AND HAULED MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM ADJACENT SITES. SIDEWALK
A. FIELD TESTING, FREQUENCY, AND METHODS MAY VARY AS DETERMINED BY AND BETWEEN THE OWNER, THE ITL AND CITY OF ROCKFORD.
11. EXISTING PROPANE TANKS, IF ANY, TO BE REMOVED BY SUPPLIER PRIOR TO DEMOLITION. [INCLUDE IF APPLICABLE OR DELETE]
B. TESTING SHALL BE PERFORMED ON FINISHED SURFACE OF EACH ASPHALT CONCRETE COURSE FOR SMOOTHNESS, USING 10'-0" STRAIGHTEDGE APPLIED
12. THE CONTRACTOR SHALL PERFORM A FULL-DEPTH SAW CUT ALONG THE PERIMETER OF PAVEMENT REMOVAL THAT ABUTS EXISTING PAVEMENT THAT IS TO
PARALLEL WITH, AND AT RIGHT ANGLES TO CENTERLINE OF PAVED AREA. THE FOLLOWING TOLERANCES IN 10 FT SHALL NOT BE EXCEEDED: BASE COURSE
REMAIN.
SURFACE: 1/4-INCH, WEARING COURSE SURFACE: 1/8-INCH.
13. ANY DAMAGE SUSTAINED BY ITEMS THAT ARE TO REMAIN IN PLACE SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION AT NO COST TO THE 404 ELM ST.
C. NO PONDING SHALL OCCUR ON PAVED SURFACES.
OWNER.
ROCKFORD, IL
EARTHWORK NOTES ADDITIONAL ASPHALT PAVING NOTES
WINNEBAGO COUNTY
SHAWN FRANKS
1. BORING SAMPLES HAVE BEEN TAKEN AT THE PROPOSED CONSTRUCTION SITE AND A BORING REPORT HAS BEEN SUPPLIED WITH THE CONSTRUCTION 1. WEATHER LIMITATIONS: 400 W STATE ST.
DOCUMENTS. [DELETE IF NO GEOTECHNICAL REPORT OR BORING INFORMATION IS AVAILABLE.] A. APPLY PRIME AND TACK COATS WHEN AMBIENT OR BASE SURFACE TEMPERATURE IS ABOVE 40 F, AND WHEN TEMPERATURE HAS BEEN ABOVE 35 F FOR 12
ROCKFORD, IL 61107
2. UNSUITABLE MATERIALS: HOURS IMMEDIATELY PRIOR TO APPLICATION. DO NOT APPLY WHEN BASE IS WET, CONTAINS EXCESS MOISTURE, DURING RAIN, OR WHEN FROZEN.
815-319-4670
ASSUME THAT IF UNSUITABLE MATERIALS ARE ENCOUNTERED AND THE REPLACEMENT OF THESE MATERIALS IS REQUIRED, THIS SITUATION SHALL BE HANDLED B. CONSTRUCT ASPHALTIC CONCRETE PAVING WHEN AMBIENT TEMPERATURE IS ABOVE 40 F.
AS FOLLOWS: 2. MATERIALS SHALL COMPLY WITH THE FOLLOWING STANDARDS OF QUALITY:
A. THE SITE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. THE PROJECT SUPERINTENDENT, PRIOR TO THE UNDERCUTTING BEING A. COARSE AGGREGATE SHALL COMPLY WITH SECTION 403.2.2 OF THE STANDARD SPECIFICATIONS.
COMPLETED, SHALL APPROVE ANY ADDITIONAL UNDERCUTTING. THE QUANTITIES SHALL BE VERIFIED BY THE ENGINEER AS THE ADDITIONAL REMOVAL IS B. FINE AGGREGATE SHALL COMPLY WITH SECTION 403.2.1 OF THE STANDARD SPECIFICATIONS.
BEING COMPLETED. C. RAP MATERIAL SHALL COMPLY WITH SECTION 403.2.6 OF THE STANDARD SPECIFICATIONS.
B. IF APPROVED BY THE ENGINEER, THESE MATERIALS SHALL BE REMOVED AND REPLACED WITH COMPACTED GRANULAR MATERIALS AND COMPACTED IN D. MINERAL FILLER SHALL CONSIST OF DRY LIMESTONE DUST, FLY ASH, CEMENT KILN DUST, OR LIME KILN DUST, AND SHALL COMPLY WITH THE FOLLOWING: CONSULTANTS
ACCORDANCE TO REQUIRED STANDARDS. THE COST OF THIS WORK SHALL BE AN EXTRA TO THE CONTRACT, WITH THE COST BEING ADJUSTED BY CHANGE D.1. THE GRADATION SHALL BE ACCORDING TO THE FOLLOWING:
ORDER. [SPECIFY WHETHER UNDERCUTS ARE TO BE ADDED TO THE CONTRACT OR IF AN ALLOWANCE IS TO BE INCLUDED IN THE BID PRICE.] D.1.a. 100% SHALL PASS THE NO. 30 SIEVE (600 M).
C. IF THE SITE CONTRACTOR IS FURNISHING ANY OFF SITE MATERIALS, A REPRESENTATIVE SAMPLE OF SUCH MATERIALS SHALL BE FURNISHED TO THE D.1.b. 92 8% SHALL PASS THE NO. 100 SIEVE (M).
GENERAL CONTRACTOR'S APPROVED TESTING AGENCY TO DETERMINE A PROCTOR. D.1.c. 82 18% SHALL PASS THE NO. 200 SIEVE (M).
D. THESE MATERIALS SHALL BE PLACED AS HOMOGENEOUSLY AS POSSIBLE TO FACILITATE ACCURATE COMPACTION AND MOISTURE TESTING. D.2. THE LOSS ON IGNITION FOR ALL PRODUCTS SHALL BE A MAXIMUM OF 5% WHEN TESTED ACCORDING TO THE ITP, "LOSS ON IGNITION FOR MINERAL FILLER."
3. DEFINITION FOR MATERIALS D.3. MINERAL FILLER FOR USE IN SMA SHALL BE FREE FROM ORGANIC IMPURITIES AND HAVE A PLASTICITY INDEX 4.
A. "ORGANIC MATERIAL" IS DEFINED AS MATERIAL HAVING AN ORGANIC CONTENT IN EXCESS OF 8% OR AS DETERMINED BY THE PROJECT OWNER'S ENGINEER. E. HYDRATED LIME SHALL BE ACCORDING TO ASTM C207.
B. TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SANDY CLAY LOAM, OR CLAY LOAM). F. SLAKED QUICKLIME SHALL BE ACCORDING TO ASTM C5.
B.1. SAND CONTENT SHALL GENERALLY BE LESS THAN 70% BY WEIGHT. G. A STABILIZING ADDITIVE SUCH AS CELLULOSE OR MINERAL FIBER SHALL BE ADDED TO SMA MIXTURES ACCORDING TO ILLINOIS MODIFIED AASHTO M325. THE
B.2. CLAY CONTENT SHALL GENERALLY BE LESS THAN 35% BY WEIGHT. STABILIZING ADDITIVE SHALL MEET THE FIBER QUALITY REQUIREMENTS LISTED IN ILLINOIS MODIFIED AASHTO M325. PRIOR TO APPROVAL AND USE OF FIBERS,
B.3. ORGANIC SOILS, SUCH AS PEAT OR MUCK, SHALL NOT BE USED AS TOPSOIL. THE CONTRACTOR SHALL SUBMIT A NOTARIZED CERTIFICATION BY THE PRODUCER OF THESE MATERIALS STATING THEY MEET THESE REQUIREMENTS.
C. TOPSOIL SHALL BE RELATIVELY FREE FROM LARGE ROOTS, WEEDS, BRUSH, OR STONES LARGER THAN 25 MM (1 INCH). AT LEAST 90% SHALL PASS THE 2.00 H. ASPHALT CEMENT SHALL COMPLY WITH AASHTO M226, TABLE 2 - REQUIREMENTS FOR ASPHALT BINDER GRADED BY VISCOSITY AT 60 degreesC (140 degreesF) (GRADING
MM (NO. 10) SIEVE. BASED ON ORIGINAL ASPHALT) DEPENDING ON MEAN ANNUAL AIR TEMPERATURES (MAAT) IN ACCORDANCE WITH THE FOLLOWING:
D. TOPSOIL PH SHALL BE BETWEEN 5.0 AND 8.0. TOPSOIL ORGANIC CONTENT SHALL NOT BE LESS THAN 1.5% BY WEIGHT. TOPSOIL SHALL CONTAIN NO H.1. FOR LOCATIONS WITH A MAAT OF 45 degreesF OR LOWER, A VISCOSITY GRADE OF AC-10 SHALL BE USED.
SUBSTANCE THAT IS POTENTIALLY TOXIC TO PLANT GROWTH. H.2. FOR LOCATIONS WITH A MAAT BETWEEN 45 degreesF AND 75 degreesF, A VISCOSITY GRADE OF AC-20 SHALL BE USED.
E. "EXISTING ON-SITE MATERIAL WITHIN MOISTURE CONTENT LIMITS" IS DEFINED AS MATERIAL OF SUCH A QUALITY THAT THE SPECIFIED COMPACTION CAN BE H.3. FOR LOCATIONS WITH A MAAT ABOVE 75 degreesF, A VISCOSITY GRADE OF AC-40 SHALL BE USED.
MET WITHOUT ANY ADDITIONAL WORK OTHER THAN "DENSIFYING" WITH A ROLLER. SCARIFICATION AND DRYING OF THIS MATERIAL WILL NOT NEED TO BE I. TACK COAT ON BRICK, CONCRETE, OR HMA BASES SHALL BE ONE OF THE FOLLOWING: SS-1; SS-1H; SS-1HP; SS1-VH; RS-1; RS-2, CSS-1, CSS-1H; CSS-1HP; CRS-1;
DONE PRIOR TO COMPACTION. CRS-2; HFE-90; OR RC-70.
F. "EXISTING ON-SITE MATERIAL NOT WITHIN MOISTURE CONTENT LIMITS" IS DEFINED AS MATERIAL WITH A HIGH MOISTURE CONTENT THAT CAN NOT MEET J. PRIME COAT ON AGGREGATE BASES SHALL BE MC-30 OR PEP.
SPECIFIED COMPACTION REQUIREMENTS WITHOUT SCARIFICATION AND DRYING, CHEMICAL STABILIZATION, ETC. OF THIS MATERIAL PRIOR TO COMPACTION. 3. MIX DESIGN SHALL COMPLY WITH THE FOLLOWING:
G. "UNSUITABLE MATERIAL" IS DEFINED AS ANY MATERIALS THAT: A. BASE COURSE: ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) APPROVED MIX FOR HOT-MIX ASPHALT BINDER COURSE, IL-12.5, N50.
G.1. CANNOT BE UTILIZED AS "TOPSOIL" (ORGANIC) FOR LANDSCAPE AREAS. SURFACE (WEARING) COURSE: ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) APPROVED MIX FOR HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50.
G.2. CANNOT BE UTILIZED AS "ENGINEERED FILL" REGARDLESS OF MOISTURE CONTENT AND / OR DOES NOT STRUCTURALLY MEET THE STANDARDS OF 4. REMOVE LOOSE MATERIAL FROM COMPACTED BASE MATERIAL SURFACE IMMEDIATELY BEFORE APPLYING PRIME COAT.
THE PROJECT OWNER'S ENGINEER'S RECOMMENDATIONS FOR "ENGINEERED FILL". 5. ESTABLISH AND MAINTAIN REQUIRED LINES AND ELEVATIONS. ISSUED FOR
G.3. CAN BE DEFINED AS NATURAL MATERIALS OR MATERIALS FROM "DEMOLITION" AND / OR EXCAVATED AREAS (I.E., MATERIALS THAT WOULD NOT BE 6. COVER THE SURFACES OF CURBS, GUTTERS, MANHOLES AND OTHER STRUCTURES ON WHICH THE ASPHALTIC CONCRETE MIXTURE WILL BE PLACED, WITH A THIN, DATE
SUITABLE FOR "ENGINEERED FILL"). UNIFORM COAT OF LIQUID ASPHALT. WHERE THE ASPHALTIC CONCRETE MIXTURE WILL BE PLACED AGAINST THE VERTICAL FACE OF AN EXISTING PAVEMENT,
1. COORDINATION 08-03-2026
H. "OFF-SITE MATERIAL" IS DEFINED AS ANY MATERIALS THAT ARE BROUGHT FROM ANY AREA NOT INDICATED ON THIS PLAN SET. CLEAN THE VERTICAL FACE TO REMOVE FOREIGN SUBSTANCES AND APPLY A COATING OF LIQUID ASPHALT AT A RATE OF APPROXIMATELY 0.25 GALLONS PER
I. "TRENCH BACKFILL" SHALL BE DEFINED AS ANY MATERIALS USED FOR THE PURPOSES OF BACKFILLING ANY TRENCH AND / OR ANY EXCAVATION REQUIRING SQUARE YARD.
2. COORDINATION 08-11-2026
BACKFILLING. REFER TO "STANDARDS FOR FILL AREAS" TO DETERMINE ACCEPTABLE MATERIALS AND PROCEDURES. 7. THE APPLICATION OF PRIME COAT SHALL BE AS FOLLOWS:
J. THE TERM "STRIPPING" OR "STRIP" AS USED HEREIN SHALL BE DEFINED AS THE REMOVAL OF ALL "ORGANIC MATERIALS" FROM A GIVEN AREA. THE TERM A. APPLY TO BASE MATERIAL SURFACES AT LEAST 24 HOURS IN ADVANCE. 3. BIDDING 08-13-2026
"ORGANIC MATERIALS" IS DEFINED AS MATERIAL HAVING AN ORGANIC CONTENT OVER 8% BASED ON ASTM D2974, OR AS DEFINED BY THE OWNER'S B. APPLY AT MINIMUM RATE OF 0.25 GAL PER SQ. YD OVER COMPACTED BASE MATERIAL. APPLY TO PENETRATE AND SEAL, BUT NOT FLOOD SURFACE.
ENGINEER. C. TAKE NECESSARY PRECAUTIONS TO PROTECT ADJACENT AREAS FROM OVER SPRAY. 4. ---- ----
4. STANDARDS FOR CUT AREAS: D. CURE AND DRY AS LONG AS NECESSARY TO ATTAIN PENETRATION OF COMPACTED BASE AND EVAPORATION OF VOLATILE SUBSTANCES.
A. A "CUT AREA" IS DEFINED AS ANY AREA WHERE "ENGINEERED FILL" IS NOT REQUIRED TO BRING THE SITE TO DESIGN SUBGRADE ELEVATION. INSTEAD, 8. THE APPLICATION OF TACK COAT SHALL BE AS FOLLOWS: 5. ---- ----
EXCAVATION OR "CUTTING" IS REQUIRED TO ACHIEVE DESIGN SUBGRADE ELEVATION ("ENGINEERED FILL" BEING DEFINED AS ANY MATERIAL BEING "OFFSITE A. APPLY TO CONTACT SURFACES OF PREVIOUSLY CONSTRUCTED ASPHALTIC CONCRETE BASE COURSES OR PORTLAND CEMENT CONCRETE AND SURFACES
MATERIAL"). ABUTTING OR PROJECTING INTO ASPHALTIC CONCRETE OR INTO ASPHALTIC CONCRETE PAVEMENT. 6. ---- ----
B. IN "CUT AREAS" THE SITE CONTRACTOR SHALL PERFORM ONE OF THE FOLLOWING PROCEDURES AT THE DISCRETION AND IN THE PRESENCE OF A B. APPLY TACK COAT TO ASPHALTIC CONCRETE BASE COURSE OR SAND ASPHALT BASE COURSE. APPLY EMULSIFIED ASPHALT TACK COAT BETWEEN EACH LIFT
REPRESENTATIVE OF THE OWNER'S ENGINEER AND THE PROJECT ARCHITECT: OR LAYER OF FULL DEPTH ASPHALTIC CONCRETE AND SAND ASPHALT BASES AND ON SURFACE OF BASES WHERE ASPHALTIC CONCRETE PAVING WILL BE 7. ---- ----
B.1. FOR EXPOSED BUILDING OR PARKING LOT SUBGRADES CONSISTING PRIMARILY OF GRANULAR SOILS, THE EXPOSED SUBGRADE SHOULD BE CONSTRUCTED.
8. ---- ----
COMPACTED / DENSIFIED BY AT LEAST ONE (1) PASS OF A SMOOTH-DRUMMED VIBRATORY ROLLER HAVING A MINIMUM GROSS WEIGHT OF 10 TONS. C. APPLY AT MINIMUM RATE OF 0.05 GAL PER SQ. YD OF SURFACE.
B.2. FOR EXPOSED BUILDING OR PARKING LOT SUBGRADES CONSISTING PRIMARILY OF COHESIVE SOILS, THE EXPOSED SUBGRADES SHOULD BE D. ALLOW DRYING UNTIL AT PROPER CONDITION TO RECEIVE PAVING. 9. ---- ----
PROOF-ROLLED WITH A FULLY-LOADED SIX-WHEEL TRUCK HAVING A MINIMUM GROSS WEIGHT OF 25 TONS. THE MAXIMUM ALLOWABLE DEFLECTION 9. PLACE ASPHALTIC CONCRETE MIXTURE ON COMPLETED COMPACTED SUBGRADE SURFACE, SPREAD, AND STRIKE OFF.
UNDER THE SPECIFIED EQUIPMENT SHALL BE 1/2". A. SPREAD MIXTURE AT FOLLOWING MINIMUM AMBIENT TEMPERATURES: 10.---- ----
C. IN THE EVENT THAT ADEQUATE STABILITY OF GRANULAR SOILS SUBGRADES CANNOT BE ACHIEVED BY THE PROCEDURES AS OUTLINED IN ITEM 1 ABOVE, OR A.1. ASPHALTIC CONCRETE MIXTURE SHALL NOT BE PLACED WHEN THE AMBIENT TEMPERATURE IS LESS THAN 40 degreesF.
THAT DEFLECTIONS GREATER THAN 1/2" ARE OBSERVED DURING THE "PROOF ROLLING" OF COHESIVE SOILS SUBGRADES (AS OUTLINED IN ITEM 2 ABOVE) A.2. WHEN THE AMBIENT TEMPERATURE IS BETWEEN 40 AND 50 degreesF, THE MIXTURE TEMPERATURE SHALL BE 285 degreesF. 11.---- ----
ADDITIONAL CORRECTIVE MEASURES WILL BE REQUIRED. THESE MEASURES COULD INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, SCARIFICATION, A.3. WHEN THE AMBIENT TEMPERATURE IS BETWEEN 50 AND 60 degreesF, THE MIXTURE TEMPERATURE SHALL BE 280 degreesF.
MOISTURE CONDITIONING, RE-COMPACTION, UNDERCUTTING AND REPLACEMENT WITH ENGINEERED FILL OR CRUSHED STONE (WITH OR WITHOUT A.4. WHEN THE AMBIENT TEMPERATURE IS ABOVE 60 degreesF, THE MIXTURE TEMPERATURE SHALL BE 275 degreesF. 12.---- ----
GEOTEXTILES), OR CHEMICAL STABILIZATION. B. WHENEVER POSSIBLE, SPREAD PAVEMENT BY FINISHING MACHINE; HOWEVER, INACCESSIBLE OR IRREGULAR AREAS MAY BE PLACED BY HAND METHODS.
D. IT SHALL BE CONSIDERED AS PART OF THE SCOPE OF THESE DOCUMENTS (AND THUS PART OF THIS CONTRACTOR'S RESPONSIBILITY) TO PERFORM SPREAD HOT MIXTURE UNIFORMLY TO REQUIRED DEPTH WITH HOT SHOVELS AND RAKES. AFTER SPREADING, CAREFULLY SMOOTH HOT MIXTURE TO REMOVE REVISIONS
SCARIFICATION AND DRYING OF THE SUBGRADE PER ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) STANDARDS (SCARIFY A 16" DEPTH FOR 3 DAYS). IF SEGREGATED COURSE AGGREGATE AND RAKE MARKS. RAKES AND LUTES USED FOR HAND SPREADING SHALL BE TYPE DESIGNED FOR USE ON ASPHALT
ITEM DATE
THIS DOES NOT WORK THEN ADDITIONAL DRYING MEASURES SHALL BE AN EXTRA TO THE CONTRACT. MIXTURES. DO NOT DUMP LOADS FASTER THAT THEY CAN BE PROPERLY SPREAD. WORKERS SHALL NOT STAND ON LOOSE MIXTURE WHILE SPREADING.
E. ANY PROPOSED CORRECTIVE MEASURES BY THE CONTRACTOR SHOULD BE REVIEWED BY THE OWNER'S ENGINEER AND THE PROJECT ARCHITECT. IN THE C. PAVING MACHINE PLACEMENT: APPLY SUCCESSIVE LIFTS OF ASPHALTIC CONCRETE IN TRANSVERSE DIRECTIONS WITH SURFACE COURSE PLACED PARALLEL 1. ---- ----
EVENT THAT IN THE OPINION OF THE OWNER'S ENGINEER AND / OR THE PROJECT ARCHITECT PROOF ROLLING IS NOT A GOOD INDICATOR OF THE SUBGRADE TO FLOW OF TRAFFIC. PLACE ASPHALTIC PAVING IN TYPICAL STRIPS NOT LESS THAN 10'-0" WIDE. ASPHALTIC CONCRETE PAVEMENT, INCLUDING BASE AND
STABILITY, AN ALTERNATIVE METHOD SHALL BE SPECIFIED BY THE OWNER'S ENGINEER AND / OR THE PROJECT ARCHITECT. SURFACE COURSE, SHALL BE PLACED IN TWO OR MORE EQUAL LIFTS. EACH LIFT SHALL BE BETWEEN 1 TO 3 INCHES THICK. 2. ---- ----
5. STANDARDS FOR FILL AREAS: D. JOINTS SHALL BE PLACED BETWEEN OLD AND NEW PAVEMENTS, OR BETWEEN SUCCESSIVE DAYS AND WORK IN A MANNER THAT WILL PROVIDE CONTINUOUS
A. A "FILL" AREA IS DEFINED AS ANY AREA WHERE MATERIAL IS REQUIRED TO ADJUST THE EXISTING ELEVATION TO A PROPOSED SUBGRADE ELEVATION (THESE BOND BETWEEN ADJOINING WORK. CONSTRUCTION JOINTS SHALL HAVE SAME TEXTURE, DENSITY, AND SMOOTHNESS AS OTHER SECTIONS OF ASPHALTIC 3. ---- ----
AREAS REQUIRE INSTALLATION OF "ENGINEERED FILL" TO ACHIEVE DESIGN SUBGRADE ELEVATION). "ENGINEERED FILL" MATERIAL CAN BE DEFINED AS CONCRETE COURSE. CLEAN CONTACT SURFACES OF JOINTS AND APPLY TACK COAT.
4. ---- ----
EITHER "GRANULAR SOIL" OR "SOIL" THAT IS EITHER FROM THE CONSTRUCTION SITE OR IS "OFFSITE MATERIAL". MATERIALS HAVING THEIR ORIGIN FROM THE 10. AFTER BEING SPREAD, MIXTURE SHALL BE COMPACTED BY ROLLING AS SOON AS IT WILL BEAR THE WEIGHT OF ROLLERS WITHOUT UNDUE DISPLACEMENT.
CONSTRUCTION SITE IS REFERRED TO AS "BORROW". THE COMPOSITION AND THE COMPACTION STANDARDS OF THE ENGINEERED FILL FOR THIS PROJECT NUMBER, WEIGHT, TYPES OF ROLLERS, AND SEQUENCES OF ROLLING OPERATIONS SHALL BE SUCH THAT THE REQUIRED DENSITY AND SURFACE ARE 5. ---- ----
WILL BE SPECIFIED BY OWNER'S ENGINEER AND THE PROJECT ARCHITECT. CONSISTENTLY ATTAINED WHILE THE MIXTURE IS IN WORKABLE CONDITION.
B. IN "FILL" AREAS, "BORROW" MATERIALS ARE ALLOWED TO BE UTILIZED AS ENGINEERED FILL SUCH THAT THE SITE CONTRACTOR COMPACTS THE "BORROW" 11. COMPACT MIXTURE WITH HOT HAND TAMPERS OR VIBRATING PLATE COMPACTORS IN AREAS INACCESSIBLE TO ROLLERS. 6. ---- ----
AREAS TO THE SPECIFIED COMPACTION. 12. PERFORM BREAKDOWN OR INITIAL ROLLING IMMEDIATELY FOLLOWING ROLLING OF JOINTS AND OUTSIDE EDGE. CHECK SURFACE AFTER BREAKDOWN ROLLING
6. COMPACTION STANDARDS (FOR ENGINEERED FILL AND BACK FILLED AREAS) AND REPAIR DISPLACED AREAS BY LOOSENING AND FILLING WITH HOT MATERIAL.
A. PRIOR TO PLACEMENT OF FILL IN AREAS BELOW THE DESIGN GRADE, THE EXPOSED SUBGRADE SHOULD BE OBSERVED BY A REPRESENTATIVE OF THE 13. SECOND ROLLING SHALL FOLLOW BREAKDOWN ROLLING AS SOON AS POSSIBLE WHILE MIXTURE IS HOT. CONTINUE SECOND ROLLING UNTIL MIXTURE HAS BEEN
OWNER'S ENGINEER TO EVALUATE THAT ADEQUATE STRIPPING HAS BEEN PERFORMED. ADDITIONALLY, THE PROOF ROLLING OR COMPACTING PROCEDURES THOROUGHLY COMPACTED TO AN AVERAGE DENSITY OF 96 PERCENT OF REFERENCE LABORATORY DENSITY ACCORDING TO ASTM D1556, BUT NOT LESS THAN 94
OUTLINED IN THE "STANDARDS FOR CUT AREAS" SECTION OF THESE NOTES SHOULD BE PERFORMED. IT IS TYPICAL PRACTICE TO PROOF ROLL (AND DENSIFY PERCENT NOR GREATER THAN 100 PERCENT. SHEET TITLE
IF NECESSARY) EXPOSED SUBGRADES PRIOR TO FILLING. IF SOFT OR UNSTABLE SUBGRADES ARE OBSERVED, THESE AREAS SHOULD BE STABILIZED OR 14. PERFORM FINISH ROLLING WHILE MIXTURE IS STILL WARM ENOUGH FOR REMOVAL OF ROLLER MARKS. CONTINUE ROLLING UNTIL ROLLER MARKS ARE ELIMINATED
UNDERCUT. MINIMUM COMPACTION STANDARDS ARE BASED UPON A PERCENTAGE OF THE FILL OR BACKFILL MATERIAL'S MAXIMUM STANDARD PROCTOR AND COURSE HAS ATTAINED MAXIMUM DENSITY. GENERAL NOTES
DRY DENSITY (ASTM D698). ALL ENGINEERED SUBGRADES SHOULD MEET THE FOLLOWING MINIMUM COMPACTION: 15. REMOVE AND REPLACE PAVING AREAS MIXED WITH FOREIGN MATERIALS AND DEFECTIVE AREAS. CUT OUT SUCH AREAS AND FILL WITH FRESH, HOT ASPHALTIC
A.1. AREAS UNDER FOUNDATIONS BASES: CONCRETE. COMPACT BY ROLLING TO MAXIMUM SURFACE DENSITY AND SMOOTHNESS.
A.1.A. 95% STANDARD PROCTOR FOR ALL FILL PLACED BELOW FOUNDATION BASE ELEVATION IN THE BUILDING AREA. 16. AFTER FINAL ROLLING, DO NOT PERMIT VEHICULAR TRAFFIC ON PAVEMENT UNTIL IT HAS COOLED AND HARDENED. ERECT BARRICADES TO PROTECT PAVING FROM
A.2. AREAS UNDER FLOOR SLABS AND ABOVE FOUNDATIONS/FOOTING BASES: TRAFFIC UNTIL MIXTURE HAS COOLED ENOUGH NOT TO BECOME MARKED. ANY MASKED OR MARRED FINISH SURFACES SHALL BE REPAIRED OR SMOOTHED.
A.2.A. 95% STANDARD PROCTOR FOR ALL FILL PLACED MORE THAN 12 INCHES BELOW FINAL GRADE FOR SUPPORT OF FLOOR SLABS AND ABOVE 17. ASPHALT PAVING JOINTS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
FOUNDATION BASE ELEVATION IN THE BUILDING AREA. A. PLACE EACH ASPHALTIC PAVING LAYER AS CONTINUOUS AS POSSIBLE TO KEEP THE NUMBER OF JOINTS TO A MINIMUM. CREATE JOINTS BETWEEN OLD AND
A.2.B. 95% STANDARD PROCTOR FOR FILL PLACED IN THE UPPER 12 INCHES OF DESIGN SUBGRADE BELOW SLABS. THE GRANULAR FILL UNDER THE NEW PAVEMENT, BETWEEN SUCCESSIVE DAYS WORK, AND WHERE THE MIXTURE HAS BECOME COLD (LESS THAN 140 degreesF). MAKE THESE JOINTS IN SUCH A
FLOOR SLAB SHOULD BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR. MANNER AS TO CREATE A CONTINUOUS BOND BETWEEN THE OLD AND NEW PAVEMENT CONSTRUCTION COURSES.
A.3. AREAS UNDER PAVEMENT SECTIONS: B. OFFSET JOINT OF SUCCESSIVE COURSES BY AT LEAST 6 INCHES.
A.3.A. 95% STANDARD PROCTOR FOR ALL FILL PLACED MORE THAN 12 INCHES BELOW PASSENGER CAR PAVEMENT SECTIONS AND 95% STANDARD a. IF PLACING OF MATERIAL IS DISCONTINUED OR IF MATERIAL IN PLACE BECOMES COLD, MAKE A JOINT RUNNING PERPENDICULAR TO THE DIRECTION
PROCTOR FOR THE TOP 12 INCHES. TRAVELED BY THE PAVER. BEFORE PLACEMENT CONTINUES, TRIM THE EDGE OF THE PREVIOUSLY PLACED PAVEMENT TO A STRAIGHT LINE PERPENDICULAR
A.4. LANDSCAPED AREAS: TO THE PAVER AND CUT BACK TO EXPOSE AN EVEN VERTICAL SURFACE FOR THE FULL THICKNESS OF THE COURSE. WHEN PLACEMENT CONTINUES,
A.4.A. 90% STANDARD PROCTOR FOR ALL FILL PLACED IN LANDSCAPE AREAS. THESE AREAS SHOULD BE BROUGHT TO GRADE WITH "TOPSOIL" TO A POSITION THE PAVER ON THE TRANSVERSE JOINT SO THAT SUFFICIENT HOT MIXTURE WILL BE SPREAD IN ORDER TO CREATE A JOINT AFTER ROLLING THAT
DEPTH OF 12 INCHES IN AREAS TO BE SEEDED, 6 INCHES IN AREAS TO BE SODDED, AND 24 INCHES FOR ALL INTERIOR CURBED LANDSCAPE CONFORMS TO THE REQUIRED SMOOTHNESS. IF THE TEMPERATURE OF THE PREVIOUSLY PLACED PAVEMENT MATERIAL DROPS BELOW 140 degreesF BEFORE
ISLANDS. PAVING IS RESUMED, GIVE THE EXPOSED VERTICAL FACE A THIN COAT OF LIQUID ASPHALT JUST BEFORE PAVING IS CONTINUED.
A.5. BASE COURSE PORTION OF PAVEMENT SECTIONS: b. COAT LONGITUDINAL JOINTS THAT ARE NOT COMPLETED BEFORE THE PREVIOUSLY LAID MIXTURE HAS COOLED TO A TEMPERATURE BELOW 140 degreesF WITH
A.5.A. 95% STANDARD PROCTOR FOR ALL BASE COURSE MATERIALS THAT ARE PART OF A "PAVEMENT SECTION". LIQUID ASPHALT IMMEDIATELY PRIOR TO RESUMING PAVING ACTIVITIES. DRAWN EMM
B. THE OPTION OF UTILIZING THE MODIFIED PROCTOR (ASTM D1557) IN LIEU OF THE SPECIFIED STANDARD PROCTOR (ASTM D698) SHALL BE AT THE DISCRETION
OF THE GENERAL CONTRACTOR, CONTINGENT UPON WRITTEN APPROVAL BY THE ARCHITECT AND OWNER'S ENGINEER. CHECKED LND
C. ALL BACKFILL AND FILL MATERIALS SHALL BE PLACED IN LIFTS NOT GREATER THAN 8" IN LOOSE DEPTH. BEFORE COMPACTING, MOISTEN OR AERATE EACH
LAYER AS NECESSARY TO PROVIDE OPTIMUM MOISTURE CONTENT. COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF MAXIMUM DENSITY OF THE AREA. PM RCS
7. FINISH GRADING:
A. THE TERM "FINISH GRADING" AS USED HEREIN SHALL BE DEFINED AS THAT CONDITION THAT AREAS NOT RECEIVING A FINISH PRODUCT SUCH AS PARKING
AREAS, DRIVEWAYS, ROADWAYS, SIDEWALKS, ETC. FINISH GRADED AREAS WOULD GENERALLY BE THOSE AREAS RECEIVING "LANDSCAPING" SUCH AS SEED, PROJECT NUMBER
SOD, TREES, BUSHES, MULCH, ETC. SHEET NUMBER
B. THE SITE CONTRACTOR IS RESPONSIBLE FOR "FINISH GRADING" ALL AREAS WITHIN THE PERIMETER OF THE "CONSTRUCTION SITE". THE DEFINITION OF THE
"CONSTRUCTION SITE" IS THE AREA ENCOMPASSING ALL DISTURBED AREAS THAT WERE DISTURBED AS A RESULT OF THE CONSTRUCTION PROCESS 26131
RELATING TO THE GENERAL CONTRACT OF WHICH THIS SITE CONTRACT WAS PART OF.
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