ADDENDUM 2. Harriman Back Tax Properties Demolition Harriman, Tennessee Bid Number: /101 S&ME PROJECT NO A

Transcription

1 ADDENDUM 2 Harriman Back Tax Properties Demolition Harriman, Tennessee Bid Number: /101 S&ME POJECT NO. Owner: oane County Purchasing Department 200 East ace Street Kingston, TN ISSUED: June 5, 2015 Prepared by: S&ME, Inc Topside oad Louisville, Tennessee 37777

2 ADDENDUM 2 oane County Purchasing Department 200 East ace Street Kingston, TN June 5, evision 1 of the following drawings are attached: 1 of 3: Existing Conditions and Erosion and Sediment Control 2 of 3: Demolition Plan 3 of 3: Site Grading Plan These drawings replace the evision 0 editions of these drawings that were in the original Project Manual. 2. Technical Specification Section TS Summary of Work is modified as indicated (underlined text) to clarify the qualifications of general and subcontractors for the project: 1.04 QUALITY ASSUANCE A. CONTACTO shall comply with the laws, ordinances, and rules of the OWNE and the State of Tennessee in every way. B. The Specifications are intended to include all requirements for completing abatement and demolition for the purposes specified; however, the CONTACTO shall be responsible for all details that may be necessary to properly abate, demolish and complete the project. The CONTACTO shall assume full responsibility for additional costs that may result from unauthorized deviations from Specifications. C. All bidders must be licensed contractors and must have a Building Construction classification (BC-b(sm)) with the following Specialty Environmental licenses: Asbestos Material Handling / emoving (S-A or S-Asbestos), Lead-Based Paint Abatement (S-C or S-Lead), Hazardous Waste emoval (S-D or S-Hazardous). Alternately, the prime contractor must be a licensed contractor and must have a Building Construction classification (BC-b(sm)) and their subcontractor mush have the following Specialty Environmental licenses: Asbestos Material Handling / emoving (S-A or S-Asbestos), Lead-Based Paint Abatement (S-C or S-Lead), Hazardous Waste emoval (S-D or S-Hazardous). D. All bidders and bidders subcontractors shall be or have previously been actively engaged within the last year in similar work to that which they are proposing to perform. E. All bidders, at the request of the OWNE and/or ENGINEE, shall submit a list of construction experience associated with this type of construction. End of Addendum 2

3 N.. TACK CESCENT AVE NW SITE EOSION EEL, O APPOVED EQUIVALENT DEVONIA ST QUEEN AVE NW N OANE ST TN HWY 29 LOCATION MAP (N.T.S.) TENTON ST 1. UTILITY LOCATIONS SHOWN AE APPOIMATE AND NOT ALL UTLITIES MAY BE INDICATED. IT WILL BE THE ESPONSIBILITY OF THE CONTACTO TO LOCATE ALL EISTING UTILITIES WITHIN THE POJECT LIMITS AND COODINATE ECAVATION AND/O ELOCATION EQUIED AOUND THESE UTILITIES WITH THE ESPECTIVE OWNES. THE CONTACTO MUST GIVE ADEQUATE NOTICE TO ALL UTILITIES OWNES PIO TO ECAVATION (AS DEFINED BY THE UTILITY OWNE), THOUGH TENNESSEE ONE-CALL (811). 2. PIO TO CONSTUCTION THE CONTACTO SHALL VEIFY AND AGEE TO BE FULLY ESPONSIBLE FO ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILUE TO EACTLY LOCATE UTILITIES AND OTHE FEATUES AFFECTING HIS WOK. ANYTHING NOT SHOWN ON THIS DAWING SHOULD BE BOUGHT TO THE ATTENTION OF THE OWNE AND SHALL NOT CONSTITUTE AN ETA, UNLESS APPOVED BY THE OWNE. 3. THE CONTACTO SHALL CONTACT THE OWNE IMMEDIATELY CONCENING ANY CONFLICTS AISING DUING POSECUTION OF THE WOK. 4. IN THE EVENT OF DAMAGE TO EISTING UTILITIES, THE CONTACTO SHALL BE ESPONSIBLE FO ALL EPAIS TO OIGINAL CONDITIONS AND ELATED EPENSES. 5. THE CONTACTO IS EQUIED TO ENGAGE THE SEVICES OF A COMPETENT STUCTUAL ENGINEE LICENSED IN TENNESSEE TO ADDESS STUCTUAL STABILITY OF THE STUCTUE, INCLUDING THE BASEMENT WALLS, DUING DEMOLITION AND INTEGATE THE POST-DEMOLITION STABILIZATION DESIGN INTO THEI DEMOLITION APPOACH. CONTACTO SHALL AT ALL TIMES POTECT THE SUOUNDING INFASTUCTUE AND POPETY FOM DAMAGE. 6. CONTACTO SHALL DEMOLISH BUILDING AS PE TECHNICAL SPECIFICATIONS. WASTE AND DEBIS SHALL BE ECYCLED AND/O DISPOSED OF AS PE LOCAL, STATE AND FEDEAL EGULATIONS. 7. BASEMENT SLAB(S) AE TO BE EMOVED AS INDICATED ON SHEET 3 UNLESS CONTACTO'S STUCTUAL ENGINEE DIECTS OTHEWISE. WHEE SLAB IS EMOVED, DEMOLITION SHALL BE TO 1 FT (MIN.) BELOW EISTING GADE. POVISION MUST BE MADE TO PEVENT ACCUMULATION OF WATE IN BASEMENT (BATH TUB EFFECT) AND MUST BE CONSISTENT WITH THE STUCTUAL ENGINEE'S DESIGN TO POTECT SUOUNDING INFASTUCTUE. 1. THIS IS NOT INTENDED TO EPESENT A FULL BOUNDAY SUVEY AND WAS DONE UNDE THE AUTHOITY OF TCA SUVEY PEFOMED BY LITTLEJOHN ENGINEEING ASSOCIATES, AN S&ME COMPANY, ON APIL 21, SITE BENCHMAK : NAIL IN POWE POLE NOTHWESTEN CONE OF SITE, ELEV: NOTH OANE STEET CESCENT AVENUE 8. ALL CONSTUCTION ACTIVITIES AND MATEIALS INSTALLED IN IGHTS-OF-WAY SHALL COMPLY WITH ALL APPLICABLE EQUIEMENTS OF IGHT-OF-WAY HOLDE(S). 9. ALL AEAS DISTUBED DUING CONSTUCTION SHALL BE ESTOED IN ACCODANCE WITH THE POJECT SPECIFICATIONS. THE CONTACTO SHALL EPLACE ALL PAVING, STABILIZED EATH, CUBS, DIVEWAYS, GEENWAY PATHS, SIDEWALKS, MAILBOES, DAINAGE CULVETS, FENCES, ETC., WITH THE SAME TYPE OF MATEIAL THAT WAS EMOVED DUING CONSTUCTION. 10. MEASUES SHALL BE IMPLEMENTED TO MEET LOCAL, STATE, AND FEDEAL EQUIEMENTS FO SAFETY. 11. UNDE NO CICUMSTANCES SHALL S&ME O THE OWNE BE ASSUMED TO BE ESPONSIBLE FO SITE SAFETY DUING CONSTUCTION. 12. IF THE CONTACTO DISCOVES ANY EOS, OMISSIONS, O DISCEPANCIES IN THE PLANS, HE SHALL CONTACT THE ENGINEE PIO TO POCEEDING. THE ENGINEE WILL THEN ISSUE INSTUCTIONS ON HOW TO POCEED. 13. CONTACTO SHALL MAINTAIN COPIES OF ANY PEMITS, APPOVED PLANS, AND ANY OTHE DOCUMENTATION PETINENT TO THE ACTIVITIES AUTHOIZED BY THESE PEMITS ON SITE AT ALL TIMES DUING PEIODS OF CONSTUCTION ACTIVITY. 14. CONTACTO TO PEPAE AND SUBMIT TO THE ENGINEE FO APPOVAL A TAFFIC CONTOL PLAN (TCP) IN CONFOMANCE WITH THE MANUAL ON UNIFOM TAFFIC CONTOL DEVICES FO STEETS AND HIGHWAYS, LATEST EDITION. THE TCP SHOULD INCLUDE POPOSED PAKING AEAS FO THE CONTACTO'S PESONNEL. CONTACTO SHALL COODINATE WITH THE TENNESSEE DEPATMENT OF TANSPOTATION ON EISTING TAFFIC CONTOLS ON OANE AVE. AND WITH THE CITY OF HAIMAN FO TAFFIC CONTOLS ON OTHE STEETS AND S. 15. LATEAL LIMITS OF DEMOLITION AND TEMPOAY FENCE LINE AE APPOIMATE. LATEAL LIMITS OF DEMOLITION AND/O TEMPOAY FENCE LINE MAY BE ADJUSTED AT DIECTION O WITH PE-APPOVAL OF THE ENGINEE BASED ON ACTUAL CONDITIONS. 16. AS A MINIMUM, ALL EOSION AND SEDIMENT CONTOL PACTICES WILL BE CONSTUCTED AND MAINTAINED ACCODING TO THE STATE OF TENNESSEE BMP MANUAL, MOST ECENT EDITION. LEGEND APPOIMATE LIMITS OF DISTUBANCE FENCE TAFFIC SIGNAL POST UTILITY POLE LIGHT POST STOM DAINAGE MANHOLE CUB INLET WATE METE WATE VALVE EISTING CONDITIONS AND POJECT NUMBE DAWING: EOSION & SEDIMENT CONTOL EVISE NOTES 5 & 7, ADJUST LIMITS OF DISTUBANCE CLD WKB WKB AND FENCE BOUNDAIES MILLE BEWE BUILDING CLD WKB WKB 1 3 CHK APV BY DESCIPTION DATE NO. HAIMAN, TENNESSEE DAWING PATH: \\knoxtn1\active\projects\2015\env\ Miller Brewer Building Abatement and Demolition\Graphics\IFB CAD\EISTING -DEMO PLAN.dwg

4 N.. TACK CESCENT AVE NW SITE DEVONIA ST QUEEN AVE NW N OANE ST TN HWY 29 LOCATION MAP (N.T.S.) TENTON ST 1. UTILITY LOCATIONS SHOWN AE APPOIMATE AND NOT ALL UTLITIES MAY BE INDICATED. IT WILL BE THE ESPONSIBILITY OF THE CONTACTO TO LOCATE ALL EISTING UTILITIES WITHIN THE POJECT LIMITS AND COODINATE ECAVATION AND/O ELOCATION EQUIED AOUND THESE UTILITIES WITH THE ESPECTIVE OWNES. THE CONTACTO MUST GIVE ADEQUATE NOTICE TO ALL UTILITIES OWNES PIO TO ECAVATION (AS DEFINED BY THE UTILITY OWNE), THOUGH TENNESSEE ONE-CALL (811). 2. PIO TO CONSTUCTION THE CONTACTO SHALL VEIFY AND AGEE TO BE FULLY ESPONSIBLE FO ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILUE TO EACTLY LOCATE UTILITIES AND OTHE FEATUES AFFECTING HIS WOK. ANYTHING NOT SHOWN ON THIS DAWING SHOULD BE BOUGHT TO THE ATTENTION OF THE OWNE AND SHALL NOT CONSTITUTE AN ETA, UNLESS APPOVED BY THE OWNE. 3. THE CONTACTO SHALL CONTACT THE OWNE IMMEDIATELY CONCENING ANY CONFLICTS AISING DUING POSECUTION OF THE WOK. 4. IN THE EVENT OF DAMAGE TO EISTING UTILITIES, THE CONTACTO SHALL BE ESPONSIBLE FO ALL EPAIS TO OIGINAL CONDITIONS AND ELATED EPENSES. 5. THE CONTACTO IS EQUIED TO ENGAGE THE SEVICES OF A COMPETENT STUCTUAL ENGINEE LICENSED IN TENNESSEE TO ADDESS STUCTUAL STABILITY OF THE STUCTUE, INCLUDING THE BASEMENT WALLS, DUING DEMOLITION AND INTEGATE THE POST-DEMOLITION STABILIZATION DESIGN INTO THEI DEMOLITION APPOACH. CONTACTO SHALL AT ALL TIMES POTECT THE SUOUNDING INFASTUCTUE AND POPETY FOM DAMAGE. 6. CONTACTO SHALL DEMOLISH BUILDING AS PE TECHNICAL SPECIFICATIONS. WASTE AND DEBIS SHALL BE ECYCLED AND/O DISPOSED OF AS PE LOCAL, STATE AND FEDEAL EGULATIONS. 7. BASEMENT SLAB(S) AE TO BE EMOVED AS INDICATED ON SHEET 3 UNLESS CONTACTO'S STUCTUAL ENGINEE DIECTS OTHEWISE. WHEE SLAB IS EMOVED, DEMOLITION SHALL BE TO 1 FT (MIN.) BELOW EISTING GADE. POVISION MUST BE MADE TO PEVENT ACCUMULATION OF WATE IN BASEMENT (BATH TUB EFFECT) AND MUST BE CONSISTENT WITH THE STUCTUAL ENGINEE'S DESIGN TO POTECT SUOUNDING INFASTUCTUE. MAINTAIN EISTING FENCE 1. THIS IS NOT INTENDED TO EPESENT A FULL BOUNDAY SUVEY AND WAS DONE UNDE THE AUTHOITY OF TCA SUVEY PEFOMED BY LITTLEJOHN ENGINEEING ASSOCIATES, AN S&ME COMPANY, ON APIL 21, SITE BENCHMAK : NAIL IN POWE POLE NOTHWESTEN CONE OF SITE, ELEV: NOTH OANE STEET EISTING UTILITIES (LOCATIONS APPOIMATE AND NOT ALL MAY BE IDENTIFIED ON THIS DAWING). COODINATE DISCONNECTION AND CAPPING WITH AFFECTED UTILITY POVIDE. OPEN PIPE. POVIDE PEMANENT CAP. CAPPED PIPE: POVIDE PEMANANT CAPPING IF EQUIED. SIDEWALK AND CUB TO EMAIN, EPAI AS DIECTED BY ENGINEE CESCENT AVENUE 8. ALL CONSTUCTION ACTIVITIES AND MATEIALS INSTALLED IN IGHTS-OF-WAY SHALL COMPLY WITH ALL APPLICABLE EQUIEMENTS OF IGHT-OF-WAY HOLDE(S). 9. ALL AEAS DISTUBED DUING CONSTUCTION SHALL BE ESTOED IN ACCODANCE WITH THE POJECT SPECIFICATIONS. THE CONTACTO SHALL EPLACE ALL PAVING, STABILIZED EATH, CUBS, DIVEWAYS, GEENWAY PATHS, SIDEWALKS, MAILBOES, DAINAGE CULVETS, FENCES, ETC., WITH THE SAME TYPE OF MATEIAL THAT WAS EMOVED DUING CONSTUCTION. 10. MEASUES SHALL BE IMPLEMENTED TO MEET LOCAL, STATE, AND FEDEAL EQUIEMENTS FO SAFETY. 11. UNDE NO CICUMSTANCES SHALL S&ME O THE OWNE BE ASSUMED TO BE ESPONSIBLE FO SITE SAFETY DUING CONSTUCTION. 12. IF THE CONTACTO DISCOVES ANY EOS, OMISSIONS, O DISCEPANCIES IN THE PLANS, HE SHALL CONTACT THE ENGINEE PIO TO POCEEDING. THE ENGINEE WILL THEN ISSUE INSTUCTIONS ON HOW TO POCEED. 13. CONTACTO SHALL MAINTAIN COPIES OF ANY PEMITS, APPOVED PLANS, AND ANY OTHE DOCUMENTATION PETINENT TO THE ACTIVITIES AUTHOIZED BY THESE PEMITS ON SITE AT ALL TIMES DUING PEIODS OF CONSTUCTION ACTIVITY. 14. CONTACTO TO PEPAE AND SUBMIT TO THE ENGINEE FO APPOVAL A TAFFIC CONTOL PLAN (TCP) IN CONFOMANCE WITH THE MANUAL ON UNIFOM TAFFIC CONTOL DEVICES FO STEETS AND HIGHWAYS, LATEST EDITION. THE TCP SHOULD INCLUDE POPOSED PAKING AEAS FO THE CONTACTO'S PESONNEL. CONTACTO SHALL COODINATE WITH THE TENNESSEE DEPATMENT OF TANSPOTATION ON EISTING TAFFIC CONTOLS ON OANE AVE. AND WITH THE CITY OF HAIMAN FO TAFFIC CONTOLS ON OTHE STEETS AND S. 15. LATEAL LIMITS OF DEMOLITION AND TEMPOAY FENCE LINE AE APPOIMATE. LATEAL LIMITS OF DEMOLITION AND/O TEMPOAY FENCE LINE MAY BE ADJUSTED AT DIECTION O WITH PE-APPOVAL OF THE ENGINEE BASED ON ACTUAL CONDITIONS. 16. AS A MINIMUM, ALL EOSION AND SEDIMENT CONTOL PACTICES WILL BE CONSTUCTED AND MAINTAINED ACCODING TO THE STATE OF TENNESSEE BMP MANUAL, MOST ECENT EDITION. LEGEND TEMPOAY FENCING (APPOIMATE ETENT) APPOIMATE LATEAL LIMITS OF DISTUBANCE POWE POLE TO EMAIN - APPOIMATE LOCATION LIGHT POLE TO EMAIN - APPOIMATE LOCATION TAFFIC SIGNAL POLE TO EMAIN - APPOIMATE LOCATION DEMOLITION PLAN POJECT NUMBE DAWING: EVISE NOTES 5 & 7, ADJUST LIMITS OF DISTUBANCE CLD WKB WKB AND FENCE BOUNDAIES MILLE BEWE BUILDING CLD WKB WKB 2 3 NO. DATE DESCIPTION BY CHK APV HAIMAN, TENNESSEE DAWING PATH: \\knoxtn1\active\projects\2015\env\ Miller Brewer Building Abatement and Demolition\Graphics\IFB CAD\EISTING -DEMO PLAN.dwg

5 LIMITS OF BASEMENT FLOO TO BE EMOVED AFTE CONSTUCTION OF THE STEEPE POTION OF FILL. SITE PEPAATION 1. FOLLOWING DEMOLITION OF THE BUILDING SUPESTUCTUE THE BASEMENT WALLS AND BASEMENT FLOO SHOULD EMAIN INTACT FO THE CONSTUCTION OF THE SOIL BUTTESS. THE BASEMENT SLAB SHALL BE BOOM CLEAN PIO TO CONSTUCTION OF THE SOIL BUTTESS. BEFOE COMMENCING CONSTUCTION OF THE SOIL BUTTESS THE CONTACTO SHALL POVIDE THEE DAYS NOTICE SO AS TO ALLOW THE ENGINEE TO OBSEVE THE CONDITION OF ALL THE BASEMENT WALLS AND FLOO SLAB AND VEIFY THEI CONDITION IS CONDUCIVE TO THE SOIL BUTTESS DESIGN. ONCE THE ENGINEE POVIDES WITTEN PEMISSION TO THE CONTACTO, THE CONTACTO MAY POCEED WITH CONSTUCTION OF THE BUTTESS. 2. FOLLOWING CONSTUCTION OF THE SOIL BUTTESS (SEE NOTES 4 AND 5) TO THE ETENT INDICATED, FO THE BASEMENT SLAB INDICATED FO EMOVAL SHOULD BE EMOVED.THE ENTIE DEMOLITION AEA SHOULD BE STIPPED OF NEA SUFACE SOILS, UNSUITABLE EISTING FILL, DEBIS, TASH, SUFACE DEBIS, AND OGANIC MATEIALS. THIS WILL INCLUDE EMNANTS OF PAST CONSTUCTION (POSSIBLY INCLUDING FOUNDATIONS SLABS [INDICATED FO DEMOLITION], AND ASSOCIATED UTILITIES). EISTING OOF DAINS SHALL BE CAPPED OUT PIO TO GADING OPEATIONS. ABANDONED UTILITIES SHOULD EITHE BE EMOVED AND THE ESULTANT ECAVATION FILLED WITH POPELY COMPACTED BACKFILL O THE PIPES/CONDUITS GOUTED IN PLACE. UTILITY ABANDONMENT SHALL BE COODINATED WITH UTILITY OWNES. 3. AFTE COMPLETION OF STIPPING, GUBBING AND ANY EQUIED ECAVATIONS TO EACH SUBGADE ELEVATIONS, THE SUBGADE SHALL BE OBSEVED BY AN S&ME GEOTECHNICAL ENGINEE, O QUALIFIED EPESENTATIVE, TO EVALUATE THE STABILITY OF THE NEA SUFACE SOILS FO THE EMAINING FILL PLACEMENT. AEAS JUDGED TO PEFOM UNSATISFACTOILY SHOULD BE EMEDIATED AT THE GEOTECHNICAL ENGINEE'S DIECTION. STUCTUAL SOIL FILL 4. MATEIAL CONSIDEED SUITABLE FO USE AS STUCTUAL SOIL FILL SHOULD BE CLEAN SOIL, FEE OF OGANICS, TASH, AND OTHE DELETEIOUS MATEIAL, AND CONTAINING NO OCK FAGMENTS GEATE THAN 6 INCHES IN ANY ONE DIMENSION. PEFEABLY, STUCTUAL SOIL FILL SHOULD HAVE A MAIMUM DY DENSITY OF 90 POUNDS PE CUBIC FOOT (PCF) O GEATE, A PI OF 30 PECENT O LESS, AND AN OGANIC CONTENT OF LESS THAN 5 PECENT. ALL MATEIAL TO BE USED AS STUCTUAL SOIL FILL SHOULD BE TESTED AND OBSEVED BY S&ME PESONNEL PIO TO PLACEMENT. 5. STUCTUAL SOIL FILL SHOULD BE PLACED IN LOOSE, HOIZONTAL LIFTS NOT ECEEDING 8 INCHES IN THICKNESS. SUBSEQUENT LIFTS SHOULD BE COMPACTED TO AT LEAST 95 PECENT OF THE SOIL'S MAIMUM DY DENSITY PE ASTM D698 (STANDAD METHOD) AND WITHIN THE ANGE OF MINUS 3 PECENT TO PLUS 3 PECENT OF ITS OPTIMUM MOISTUE CONTENT. EACH LIFT SHOULD BE TESTED AND OBSEVED BY S&ME GEOTECHNICAL PESONNEL BEFOE PLACING ADDITIONAL LIFTS TO CONFIM THE CONTACTO'S METHOD IS CAPABLE OF ACHIEVING THE SPECIFIED COMPACTION AND STABILITY. IN ADDITION, ANY AEAS WHICH HAVE BECOME SOFT O FOZEN SHOULD BE EMOVED O EMEDIATED BEFOE ADDITIONAL STUCTUAL SOIL FILL IS PLACED. DEWATEING 6. IF GOUND WATE IS ENCOUNTEED DUING SITE GADING, TEMPOAY DEWATEING MEASUES MAY NEED TO BE IMPLEMENTED. A TEMPOAY DEWATEING SYSTEM THAT HAS PEFOMED ADEQUATELY ON PEVIOUS POJECTS WITH SIMILA CONDITIONS CONSISTS OF TEMPOAY ECAVATIONS AND SUMP PUMPS. PUMPING FOM THE SUMPS SHOULD BE CONTINUED WITHOUT INTEUPTION UNTIL FILL PLACEMENT IS COMPLETE. OTHE MEANS OF IMPOVING DAINAGE AT THE SITE MAY BE ACCOMPLISHED WITH DAINAGE SWALES LOCATED AT SELECT AEAS.DISPOSAL OF DEWATEING SHALL BE COODINATED WITH THE CITY OF HAIMAN. AT A MINIMUM, DEWATEING WATE SHALL BE TEATED UNTIL IT DOES NOT PESENT AN UNACCEPTABLE COLO CONTAST WITH THE ECEIVING WATES (I.E., IN THE ECEIVING DITCH, STOM SEWE, ETC.) 7. PEMANENT FENCH DAIN/ DEWATEING PIPES SHALL BE INSTALLED IN THE FILL AS INDICATED IN THE DAWINGS. 1. THIS IS NOT INTENDED TO EPESENT A FULL BOUNDAY SUVEY AND WAS DONE UNDE THE AUTHOITY OF TCA SUVEY PEFOMED BY LITTLEJOHN ENGINEEING ASSOCIATES, AN S&ME COMPANY, ON APIL 21, FENCH DAIN DETAIL SCALE: NTS 3H: 1V SECTION A - A' 3H: 1V CONNECT FENCH DAIN PIPES WITH MANUFACTUE APPOVED FITTINGS. BASEMENT SLAB TO EMAIN UNDE FILL TO LIMITS INDICATED. CONSTUCTION ADJACENT TO EISTING STUCTUES 8. THEE IS AN EISTING TIMBE ETAINING WALL IN THE SOUTHWESTEN CONE OF THE SITE WHICH IS CUENTLY ETAINING SOILS SUPPOTING NOTH OANE STEET AND PEVENTING ENCOACHMENT ON THE ADJACENT POPETY OWNE (TO THE SOUTHWEST). USE OF LAGE VIBATOY COMPACTION EQUIPMENT MAY CAUSE VIBATIONS AND/O DISUPTION WHICH MAY ADVESELY AFFECT THIS WALL. COMPACTION OF SOIL AND/O AGGEGATE WITHIN CLOSE POIMITY OF THE WALL MAY EQUIE PLACING SOIL IN THINNE LIFTS, USING COMPACTION EQUIPMENT IN THE STATIC (NON-VIBATOY) MODE, USE OF SMALLE COMPACTION EQUIPMENT (SUCH AS SMALLE OLLES, O HAND OPEATED COMPACTION DEVICES), O OTHE MEASUES. 9. THE EISTING BASEMENT WALLS SHALL EMAIN ALONG OANE ST., CESCENT AVE., AND ALONG THE EISTING TIMBE ETAINING WALL (SEE NOTE 8). ALSO, THE BASEMENT FLOO SLAB SHALL EMAIN AS INDICATED IN THE DAWINGS. CAE SHALL BE TAKEN BY THE CONTACTO TO MAINTAIN THE INTEGITY OF THESE STUCTUAL ELEMENTS DUING THE DEMOLITION POCESS. STABILIZATION 10. APPLY 4 OF TOPSOIL TO ALL DISTUBED AND FILL AEAS AND STABILIZE WITH MULCH AND SEASONALLY APPOPIATE PEMANENT SEED MITUE ACCODING SECTION 7.9 OF THE TDEC EOSION AND SEDIMENT CONTOL HANDBOOK, 4TH EDITION, AUGUST POPOSED FEATUES POPOSED GADE CONTOU 5 FT INTEVAL POPOSED GADE CONTOU 1 FT INTEVAL EISTING FEATUES EISTING GADE CONTOU 5 FT INTEVAL EISTING GADE CONTOU 1 FT INTEVAL EISTING FENCE EISTING CUB TAFFIC SIGNAL POST UTILITY POLE LIGHT POST STOM DAINAGE MANHOLE CUB INLET WATE METE WATE VALVE BASEMENT SLAB TO BE EMOVED BASEMENT SLAB TO EMAIN SITE GADING PLAN POJECT NUMBE EVISED DAWING (ADD FENCH DAIN, EVISED NOTES & GADING) CLD JC WKB DAWING: CLD WKB WKB NO. DATE DESCIPTION BY CHK APV MILLE BEWE BUILDING HAIMAN, TENNESSEE 3 3 DAWING PATH: \\knoxtn1\active\projects\2015\env\ Miller Brewer Building Abatement and Demolition\Graphics\IFB CAD\SITE GADING PLAN.dwg