ANNUAL PAVEMENT ROADWAY REPAIRS 2017

Transcription

1 ISSUED FOR BID FEBRUARY 2017 AUAL PAVEMET ROADWAY REPAIRS 2017 DE COSTRUCTIO COTRACT UMBER PROJECT LOCATIO \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_TS.dwg AS COSTRUCTED IFORMATIO COTRACTOR PROJECT EGIEER PROJECT STARTED PROJECT COMPLETED AS COSTRUCTED PLAS APPROVED BY PROJECT LOCATIO PROJECT LOCATIO MAP OT TO SCALE PROJECT LOCATIO Print 2017-APRL_TS.dwg TITLE SHEET Sheet Subset: GEERAL 1 of 5 001

2 PROJECT DESCRIPTIO: THIS PROJECT IS A COMPILATIO OF TYPICAL PAVEMET REHABILITATIO WORK O LADSIDE ROADWAY PAVEMETS. THE SCOPE OF WORK IS DIVIDED ITO SEPARATE SCHEDULES OF SIMILAR WORK ICLUDIG: ASPHALT OVERLAY, ASPHALT REHABILITATIO, COCRETE PAVEMET REHABILITATIO, AD MOD GRIDIG. SCHEDULE A: ASPHALT OVERLAY - THIS SCHEDULE WILL REQUIRE A 3-ICH HOT MIX ASPHALT OVERLAY OF EXISTIG COCRETE PAVEMET AT THE E 75TH AVE AD ELK ST (PIKES PEAK PARKIG LOT ETRACE) ITERSECTIO. APPROXIMATELY 2,700 TOS OF ASPHALT WILL BE PLACED, AS WELL AS AGGREGATE BASE SHOULDERIG MATERIAL, AD TEMPORARY AD FIAL EPOXY PAVEMET MARKIGS. SCHEDULE B: ASPHALT REHABILITATIO - THIS SCHEDULE WILL ICLUDE DISCOTIUOUS ASPHALT PATCHIG AT AREAS AS ECESSARY, IDETIFIED BY THE DE PROJECT MAAGER, A SEAL COAT TREATMET OVER EXISTIG ASPHALT PAVEMET (ALTERATE A OR B), AD FIAL EPOXY PAVEMET MARKIGS. ROADWAYS TO BE ADDRESSED ARE JACKSO GAP ST, E 71ST AVE, ROBERTSDALE ST, E 68TH AVE, AD VALLEY HEAD ST. "ALTERATE A" - SLURRY SEAL COAT OR "ALTERATE B" - MICRO-SURFACIG SEAL COAT SHALL BE ADDED TO THE BASE BID COTRACT, I REGARDS TO THE SPECIFIC TYPE OF SEAL COAT TREATMET TO BE SELECTED FOR THIS PROJECT. REFERECE DIVISIO ALTERATES FOR ADDITIOAL IFORMATIO. SCHEDULE C: COCRETE PAVEMET REHABILITATIO - THIS SCHEDULE WILL REQUIRE FULL DEPTH PAEL REMOVAL AD REPLACEMET WITH COCRETE CLASS E (6 HOUR), AD PARTIAL DEPTH SPALL REPAIRS, OF COCRETE PAVEMET ALOG PEÑA BLVD, E 75TH AVE, E 78TH AVE, AD OTHER SERVICE ROADS AS IDETIFIED. QUATITIES OF WORK ARE TYPICALLY LOW PRODUCTIO AD SCATTERED THROUGHOUT DE PROPERTY. SHEET IDEX SHEET UMBER SHEET TITLE GEERAL 001 TITLE SHEET 002 PROJECT DESCRIPTIO & SHEET IDEX 003 CDOT M&S STADARDS PLAS LIST 004 GEERAL OTES 005 SUMMARY OF APPROXIMATE QUATITIES SCHEDULE A 006 SCHEDULE A - PROJECT LOCATIO MAP 007 TABULATIO OF QUATITIES (A) 008 TABULATIO OF QUATITIES (A) 009 TYPICAL SECTIO (A) 010 REMOVAL PLA (A) 011 ROADWAY PLA (A) 012 STRIPIG PLA (A) SCHEDULE B 013 SCHEDULE B - PROJECT LOCATIO MAP 014 TABULATIO OF QUATITIES (B) 015 WORK LIMIT DETAILS (B) SCHEDULE C SHEET IDEX SHEET UMBER SHEET TITLE 034 PROJECT LOCATIO MAP 16 (C) 035 PROJECT LOCATIO MAP 17 (C) 036 PROJECT LOCATIO MAP 18 (C) 037 PROJECT LOCATIO MAP 19 (C) SCHEDULE D 038 SCHEDULE D - PROJECT LOCATIO MAP (1) 039 SCHEDULE D - PROJECT LOCATIO MAP (2) 040 TABULATIO OF QUATITIES (D) 041 WORK LIMIT DETAILS (D) \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_I.dwg SCHEDULE D: MOD GRIDIG - THIS SCHEDULE WILL REQUIRE COCRETE PAVEMET MOD GRIDIG ALOG PEÑA BLVD BETWEE PICADILLY AD JACKSO GAP ST, ICLUDIG RE-SEALIG ALL PAVEMET JOITS AD FIAL EPOXY PAVEMET MARKIGS AS MOD GRIDIG IS COMPLETED. TRAFFIC COTROL - ALL WORK O PEA BLVD WILL BE PERFORMED DURIG IGHT TIME HOURS, AS APPROVED BY AIRPORT OPERATIOS. 016 SCHEDULE C - PROJECT LOCATIO MAP 017 TABULATIO OF QUATITIES (C) 018 TYPICAL SECTIO (C) 019 PROJECT LOCATIO MAP 1 (C) 020 PROJECT LOCATIO MAP 2 (C) 021 PROJECT LOCATIO MAP 3 (C) 022 PROJECT LOCATIO MAP 4 (C) 023 PROJECT LOCATIO MAP 5 (C) 024 PROJECT LOCATIO MAP 6 (C) 025 PROJECT LOCATIO MAP 7 (C) 026 PROJECT LOCATIO MAP 8 (C) 027 PROJECT LOCATIO MAP 9 (C) 028 PROJECT LOCATIO MAP 10 (C) 029 PROJECT LOCATIO MAP 11 (C) 030 PROJECT LOCATIO MAP 12 (C) 031 PROJECT LOCATIO MAP 13 (C) 032 PROJECT LOCATIO MAP 14 (C) 033 PROJECT LOCATIO MAP 15 (C) Print 2017-APRL_I.dwg PROJECT DESCRIPTIO & SHEET IDEX Sheet Subset: GEERAL 2 of 5 002

3 \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SP.dwg EW OR REVISED STADARD PLA SHEETS APPLICABLE TO THIS PROJECT, IDICATED BY A MARKED BOX, CA BE FOUD O CDOT'S WEB SITE AT THE FOLLOWIG ADDRESS: Print 2017-APRL_SP.dwg CDOT M&S STADARDS PLAS LIST Sheet Subset: GEERAL 3 of 5 003

4 GEERAL OTES: 1. THE IFORMATIO SHOW O THESE PLAS COCERIG TYPE, SIZE AD LOCATIO OF EXISTIG UTILITIES (UDER AD ABOVE GROUD) IS OT GUARATEED TO BE ACCURATE OR ALL ICLUSIVE. THE COTRACTOR IS RESPOSIBLE FOR MAKIG A IDEPEDET DETERMIATIO AS TO THE TYPE AD LOCATIO OF UTILITIES AS ECESSARY TO AVOID DAMAGE. THE COTRACTOR SHALL COTACT THE UTILITY OTIFICATIO CETER OF COLORADO AT A MIIMUM OF 48 HOURS PRIOR TO AY EXCAVATIO AS REQUIRED BY LAW. DETERMIATIO OF UTILITY DEPTH WITHI AREAS OF EXCAVATIO SHALL BE DETERMIED USIG HIGH PRESSURE WATER AS ECESSARY TO AVOID DAMAGE. 2. THE COTRACTOR SHALL BE RESPOSIBLE FOR REPAIR OF DAMAGE DUE TO COSTRUCTIO ACTIVITIES ICLUDIG, BUT OT LIMITED TO, AY FACILITIES, PAVEMET, PAVEMET MARKIG, LIGHTIG, UTILITIES, SIGS, STRUCTURES, AD OTHER ASSOCIATED APPURTEACES. AY DISTURBED AREA OUTSIDE THE COSTRUCTIO LIMITS WILL BE THE COTRACTOR'S RESPOSIBILITY TO REESTABLISH. 3. THE COTRACTOR SHALL PREPARE A METHOD FOR HADLIG TRAFFIC (MHT) AD SUBMIT SHUTDOW REQUESTS I THE FOLLOWIG SEQUECE: MHT'S SHALL BE SUBMITTED FOR REVIEW AD APPROVAL AT LEAST 5 DAYS BEFORE SUBMITTIG A SHUTDOW REQUEST. SHUTDOW REQUEST SHALL BE SUBMITTED AT LEAST 5 DAYS BEFORE WORK IS TO BEGI. O WORK IMPACTIG TRAFFIC SHALL BE PERFORMED WITHOUT A APPROVED SHUTDOW REQUEST. EACH MHT SHALL COMPLY WITH MUTCD, CDOT, AD CITY STADARDS. 4. THE USE OF A UIFORMED POLICE AGECY OFFICER AD MARKED POLICE VEHICLE IS ICLUDED I THE PROJECT FOR WORK PERFORMED DURIG IGHTTIME HOURS O PEA BLVD, AS APPROVED BY THE DE PROJECT MAAGER. THE TOTAL UMBER OF HOURS REQUIRED FOR UIFORMED TRAFFIC COTROL, ICLUDIG MIIMUM SHIFT HOURS REQUIRED BY THE AGECY, SHALL BE APPROVED BY THE DE PROJECT MAAGER PRIOR TO SCHEDULIG BY THE COTRACTOR. HOURS OF UIFORMED TRAFFIC COTROL THAT ARE OT AUTHORIZED OR APPROVED WILL OT BE PAID FOR BY DE, AD WILL BE AT THE COTRACTORS EXPESE. HOURS THAT HAVE BEE SCHEDULED BUT CACELED WITHOUT MIIMUM OTICE REQUIRED BY THE AGECY WILL OT BE PAID FOR BY DE, AD WILL BE AT THE COTRACTOR'S EXPESE. SCHEDULIG OF UIFORMED TRAFFIC COTROL WILL OT BE MEASURED AD PAID FOR SEPARATELY, BUT SHALL BE ICIDETAL TO THE WORK. 5. AT THIS TIME, IT IS ATICIPATED A IGHTLY COORTIO MEETIG WILL BE HELD AT 4:00PM O THE IGHT OF THE SCHEDULED WORK FOR PEA BLVD. THIS MEETIG IS ITEDED TO DISCUSS AY OPERATIOAL IMPACTS OR WEATHER THAT WILL PROHIBIT WORK COMMECIG. REFER TO DIVISIO 02 SPECIFICATIO SECTIO TRAFFIC COTROL PLA - GEERAL FOR REQUIREMETS FOR WORKIG O PEA BLVD. THIS MEETIG SHALL BE KOW AS THE "GO-OR-O GO" MEETIG, COORTED BY THE DE PROJECT MAAGER WITH THE COTRACTOR'S PARTICIPATIO. ALL COSTS ASSOCIATED WITH THIS MEETIG OR AY OTHER COORIDATIO SHALL BE ICIDETAL TO THE WORK. 6. THE COTRACTOR SHALL ETER AD EXIT THE WORK AREAS AT LOCATIOS DESIGATED I THE APPROVED MHT. 13. ALL MATERIAL GEERATED WITHI THE PROJECT LIMITS SHALL BE DISPOSED OF PROPERLY OFF-SITE AD SHALL BE ICIDETAL TO THE PROJECT. 14. ASPHALT MILLIGS SHALL REMAI THE PROPERTY OF DE AD SHALL BE STOCKPILED O THE PROJECT FOR DE FIELD MAITEACE TO PICK UP. COORTE THROUGH THE DE PROJECT MAAGER FOR STOCKPILE LOCATIO AD PICK UP TIMES. THIS WORK WILL OT BE MEASURED AD PAID FOR SEPARATELY BUT SHALL BE ICLUDED I THE WORK. 15. A ASPHALT APPLICATIO RATE OF 110 LBS/SQUARE YARD-ICH WAS USED TO DETERMIE PLA QUATITY FOR ITEM HOT MIX ASPHALT (GRADIG SX) (75) (PG 64-22). 16. ASPHALT PAVEMET SMOOTHESS SHALL BE CATEGORY IV. 17. EMULSIFIED ASPHALT FOR TACK COAT SHALL BE DILUTED AT A RATE OF 50% EMULSIO AD 50% WATER OR GREATER. EMULSIFIED ASPHALT WILL OT BE PAID FOR SEPARATELY, BUT SHALL BE ICLUDED I THE WORK. 18. A EMULSIO COTET OF 12.0% (BASED O DRY UIT WEIGHT OF AGGREGATE) AD AGGREGATE APPLICATIO RATE OF 22 LBS/SY WAS USED TO DETERMIE PLA QUATITIES FOR ITEM SLURRY SEAL COAT. ACTUAL EMULSIO COTET TO BE MEASURED AD PAID FOR SHALL BE DETERMIED BY THE SUBMITTED AD APPROVED MIX DESIG. SEAL COAT SHALL BE TYPE III. 19. A EMULSIO COTET OF 10.5% (BASED O DRY UIT WEIGHT OF AGGREGATE) AD AGGREGATE APPLICATIO RATE OF 30 LBS/SY WAS USED TO DETERMIE PLA QUATITIES FOR ITEM MICRO-SURFACIG SEAL COAT. ACTUAL EMULSIO COTET TO BE MEASURED AD PAID FOR SHALL BE DETERMIED BY THE SUBMITTED AD APPROVED MIX DESIG. SEAL COAT SHALL BE TYPE III. 20. AY TEMPORARY COSTRUCTIO EQUIPMET GREATER THA 20 FEET I HEIGHT, OR GREATER THA THE HEIGHT OF AY ADJACET STREET LIGHT POLES, WILL REQUIRE OTICE TO THE FAA VIA THE 7460 OTICE OF PROPOSED COSTRUCTIO OR ALTERATIO PROCESS. IT IS OT ATICIPATED A FAA 7460 WILL BE REQUIRED FOR THIS PROJECT. IF THE COTRACTOR FORESEES A EED TO SUBMIT A 7460, COTACT THE DE PROJECT MAAGER IMMETELY. 21. PAY ITEM MOBILIZATIO (LS) SHALL OT EXCEED 5% OF THE BID. REFER TO DE TECHICAL SPECIFICATIOS DIVISIO I - GEERAL REQUIREMETS, SECTIO MOBILIZATIO FOR FURTHER DETAILS. 22. ITEMS REMOVAL OF ASPHALT MAT AD HOT MIX ASPHALT (PATCHIG) (ASPHALT) SHALL BE USED AT THE DISCRETIO OF THE DE PROJECT MAAGER ICLUDIG BUT OT LIMITED TO ASPHALT PATCH REPAIRS, AD TEMPORARY ASPHALT DETOUR PAVEMET TO AIDE I COCRETE PAEL REPLACEMETS. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_G.dwg 7. TRAFFIC ALTERATIOS AD ROADWAY CLOSURES SHALL BE REMOVED DAILY AD FULL USE OF THE ROADWAY SHALL BE RESTORED AT THE ED OF EACH WORK SHIFT, ULESS OTHERWISE APPROVED BY THE DE PROJECT MAAGER, ICLUDIG FULL COMPLIACE STRIPIG. 8. DEVER WATER HYDRAT USE, COSTRUCTIO WATER: THE COTRACTOR WILL BE REQUIRED TO OBTAI A HYDRAT METER PERMIT FROM DEVER WATER LISTIG EACH HYDRAT USED AD A WATER TAK WAGO PERMIT FOR EACH TAK WAGO USED. THE PERMIT(S) SHALL BE I POSSESSIO OF THE COTRACTOR AT THE HYDRAT DURIG THE TIME THE HYDRAT IS BEIG USED. HYDRAT METER PERMITS WILL BE VALID FOR A PERIOD OF OE (1) YEAR FROM THE TIME OF ISSUACE OR UTIL COTRACT COMPLETIO, WHICHEVER OCCURS FIRST. AY DAMAGE DOE TO THE HYDRAT BY THE COTRACTOR WILL BE REPAIRED BY DEVER WATER, WITH THE ACTUAL COST OF SUCH REPAIRS BILLED TO THE COTRACTOR. I ACCORDACE WITH DEVER WATER'S EGIEERIG STADARDS AD OPERATIG RULES, COTRACTOR SHALL PROVIDE AD USE THE REQUIRED, APPROVED, AD PROPERLY SUPPORTED FIRE HYDRAT METER, BACK FLOW PREVETIO ASSEMBLY, AD GATE VALVE. THE COTRACTOR IS SUBJECT TO DEVER WATER'S HYDRAT USE RULES, REGULATIOS, AD FIES FOR VIOLATIO. THE COTRACTOR SHALL ARRAGE BILLIG FOR WATER USE THROUGH DEVER WATER. 9. THE COTRACTOR SHALL PREVET SEDIMET, DEBRIS AD ALL OTHER POLLUTATS FROM ETERIG THE STORM SEWER SYSTEM DURIG ALL COSTRUCTIO OPERATIOS THAT ARE PART OF THIS PROJECT. THE COTRACTOR SHALL BE HELD RESPOSIBLE FOR REMETIO OF AY ADVERSE IMPACTS TO THE MUICIPAL SEPARATE STORM SEWER SYSTEM, RECEIVIG WATERS, WATERWAYS, WETLADS, AD/OR OTHER PUBLIC OR PRIVATE PROPERTIES, RESULTIG FROM WORK DOE AS PART OF THIS PROJECT. 10. THE COTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACET TO AY LOCATIO WHERE PAVEMET CUTTIG OPERATIOS IVOLVIG WHEEL CUTTIG, SAW CUTTIG, OR ABRASIVE WATER JET CUTTIG ARE TO TAKE PLACE. THE COTRACTOR SHALL REMOVE AD PROPERLY DISPOSE OF ALL WASTE PRODUCTS GEERATED BY SAID CUTTIG OPERATIOS O A DAILY BASIS OR AS EEDED THROUGHOUT THE WORK DAY. THE DISCHARGE OF AY WATER COTAMIATED BY WASTE PRODUCTS FROM CUTTIG OPERATIOS TO THE STORM SEWER SYSTEM IS PROHIBITED. (SEC A, C; REVISED MUICIPAL CODE, CITY AD COUTY OF DEVER). 11. SAW CUTTIG AD COTAIMET OF SAW RESIDUE SHALL OT BE MEASURED AD PAID FOR SEPARATELY BUT SHALL BE ICLUDED I THE COST OF WORK. 12. ALL MATERIALS USED O THIS PROJECT SHALL BE O THE COLORADO DEPARTMET OF TRASPORTATIO'S APPROVED PRODUCTS LIST OR APPROVED BY THE DE PROJECT MAAGER. 23. WHE THE COTRACT DOES OT ICLUDE PAY ITEMS FOR AY WORK OR SUBMITTALS THAT ARE LISTED I THESE PLAS, THIS WORK WILL OT BE PAID FOR SEPARATELY BUT SHALL BE ICLUDED I THE WORK. 24. THE ACCEPTACE OF CLASS E COCRETE PAVEMET SHALL BE DETERMIED BY COMPRESSIVE STREGTH FOR THIS PROJECT. 25. O EQUIPMET SHALL BE STORED WITHI THE MIIMUM CLEAR ZOE DISTACE MEASURED FROM THE EDGE OF THE TRAVELED WAY. 26. ALL STATIOIG OTED I THE PLAS IS FOR REFERECE OLY TO DETERMIE PLA QUATITY. THE COTRACTOR IS RESPOSIBLE FOR MARKIG STATIOIG ALOG EACH ALIGMET AS EEDED TO COMPLETE THE WORK ACCURATELY. WHE USED TO DETERMIE QUATITIES ASSOCIATED WITH PAY ITEMS, THE DE FIELD REPRESETATIVE SHALL VERIFY STATIOIG FOR ACCURACY AD SHALL OTIFY THE DE PROJECT MAAGER OF AY DISCREPACIES. 27. A PORTIO OF VALLEY HEAD ST IS LOCATED OUTSIDE OF THE CITY AD COUTY OF DEVER AD SHALL REQUIRE A PUBLIC RIGHT-OF-WAY PERMIT FOR WORK I ADAMS COUTY. THE COTRACTOR IS RESPOSIBLE FOR OBTAIIG THIS PERMIT AD ALL ASSOCIATED COSTS SHALL BE AT THE COTRACTORS EXPESE AD SUBMITTED TO THE DE PROJECT MAAGER FOR PROJECT RECORDS. Print 2017-APRL_G.dwg GEERAL OTES Sheet Subset: GEERAL 4 of 5 004

5 \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SQ.dwg Print 2017-APRL_SQ.dwg SUMMARY OF APPROXIMATE QUATITIES Sheet Subset: GEERAL 5 of 5 005

6 ECOOMY PARKIG LOT E 78TH AVE \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-A_LM.dwg GU CLUB RD E 75TH AVE PIKES PEAK PARKIG LOT BEGI PROJECT STA= ED PROJECT STA= JACKSO GAP ST IBOUD PEA BLVD EMPLOYEE PARKIG LOT OUTBOUD PEA BLVD EMPLOYEE PARKIG LOT Print 2017-APRL_SCH-A_LM.dwg SCHEDULE A - PROJECT LOCATIO MAP Sheet Subset: SCHEDULE A 1 of 7 ASPHALT OVERLAY 006

7 \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-A_TB.dwg Print 2017-APRL_SCH-A_TB.dwg TABULATIO OF QUATITIES (A) Sheet Subset: SCHEDULE A 2 of 7 ASPHALT OVERLAY 007

8 \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-A_TB.dwg Print 2017-APRL_SCH-A_TB.dwg TABULATIO OF QUATITIES (A) Sheet Subset: SCHEDULE A 3 of 7 ASPHALT OVERLAY 008

9 EXISTIG WIDTH OF PAVEMET (VARIES) 6' 6' SEE ROADWAY PLA 2% TYP 3" - HMA (GR SX) (75) (PG 64-22) 1" - HMA (GR SX) (75) (PG 64-22) - LEVELIG COURSE 2% TYP AGGREGATE BASE COURSE (CLASS 6) (SHOULDERIG) 10:1 MAX EXISTIG PAVEMET 10:1 MAX A 011 TYPICAL SECTIO ASPHALT OVERLAY \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-A_TY01.dwg BEGI REMOVAL (PLAIG) 3" EXISTIG PAVEMET 150' (TYP) LIMITS OF ASPHALT OVERLAY REMOVAL OF COCRETE PAVEMET (PLAIG) OR REMOVAL OF ASPHALT MAT (PLAIG), AS APPLICABLE B 010 TYPICAL SECTIO REMOVALS (PLAIG) ED REMOVAL (PLAIG) EXISTIG PAVEMET Print 2017-APRL_SCH-A_TY01.dwg TYPICAL SECTIO (A) Sheet Subset: SCHEDULE A 4 of 7 ASPHALT OVERLAY 009

10 IBOUD PEA BLVD 150.0' 9' 9.0' ED REMOVAL (PLAIG) STATIO= ED REMOVAL (PLAIG) STATIO= ' 150.0' 9' 36' 8' 36' 18' BEGI REMOVAL (PLAIG) STATIO= ED REMOVAL (PLAIG) STATIO= OFFSET= ' 9.0' ADUST MAHOLE - 2 EA ADJUST VALVE BOX - 1 EA B 009 8' 42' BEGI REMOVAL (PLAIG) STATIO= ' 8' \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-A_RMPL.dwg PIKES PEAK PARKIG LOT ADUST MAHOLE - 3 EA ADJUST VALVE BOX - 3 EA 150.0' BEGI REMOVAL (PLAIG) STATIO= OFFSET= ' 74.4' ELK ST 100.0' 50.0' ED OF EXISTIG COCRETE PAVEMET LEGED: REMOVAL OF COCRETE PAVEMET (PLAIG) REMOVAL OF ASPHALT MAT (PLAIG) Print 2017-APRL_SCH-A_RMPL.dwg REMOVAL PLA (A) Sheet Subset: SCHEDULE A 5 of 7 ASPHALT OVERLAY 010

11 009 IBOUD PEA BLVD STATIO= STATIO= STATIO= STATIO= ED ASPHALT OVERLAY STATIO= ' 65' 65' 67' 65' 56' BEGI ASPHALT OVERLAY STATIO= STATIO= OFFSET=33.80 A \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-A_RDPL.dwg PIKES PEAK PARKIG LOT 75' ELK ST STATIO= OFFSET=250.94R LEGED: AGGREGATE BASE COURSE (CLASS 6) (SHOULDERIG) HOT MIX ASPHALT (GR SX) (75) (PG 64-22) Print 2017-APRL_SCH-A_RDPL.dwg ROADWAY PLA (A) Sheet Subset: SCHEDULE A 6 of 7 ASPHALT OVERLAY 011

12 IBOUD PEA BLVD ED PROJECT LIMITS 4" SKIP WHITE (10/30) (LAE LIE) - 30 LF TOTAL 4" SOLID WHITE (EDGE LIE) LF SOLID WHITE TUR ARROW (7 EA AS SHOW) 15.5 SF/EA (108.5 SF TOTAL) ED PROJECT LIMITS 4" SOLID DOUBLE YELLOW (CETER LIE) LF 8" SOLID WHITE (CHAELIZIG LIE) LF 4" SOLID DOUBLE YELLOW (CETER LIE) LF 8" SOLID WHITE (CHAELIZIG LIE) LF 4" SOLID WHITE (EDGE LIE) LF 4" SOLID DOUBLE YELLOW (CETER LIE) LF 4" SOLID WHITE (EDGE LIE) LF 4" SKIP WHITE (10/30) (LAE LIE) - 30 LF TOTAL 4" SOLID DOUBLE YELLOW (CETER LIE) LF 8" SOLID WHITE (CHAELIZIG LIE) LF SEE DETAIL A (THIS SHEET) \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-A_STR.dwg PIKES PEAK PARKIG LOT 2'x10' SOLID WHITE (STOPLIE) - 20 SF 4" SOLID WHITE LF 2'x10' SOLID WHITE (STOPLIE) - 20 SF ELK ST 8" SOLID WHITE (CHAELIZIG LIE) LF OTES: ED PROJECT LIMITS 1. TOTAL QUATITY OF ITEM PAVEMET MARKIG PAIT (WATERBORE) (FOR TEMPORARY PAVEMET MARKIGS) MAY VARY DEPEDET O COTRACTOR'S PROPOSED PHASIG PLA. 2'X12' SOLID WHITE (STOPLIE) - 24 SF 8" SOLID WHITE (CHAELIZIG LIE) - 71 LF 8" SOLID WHITE (CHAELIZIG LIE) - 74 LF 4.0' 4.0' 70.8' 74.0' 4" SOLID WHITE GOAL HATCH (4' O CETER) LF 4" SOLID WHITE (PERIMETER) LF DETAIL A STRIPIG DETAIL Print 2017-APRL_SCH-A_STR.dwg STRIPIG PLA (A) Sheet Subset: SCHEDULE A 7 of 7 ASPHALT OVERLAY 012

13 E-470 PEA BLVD PIKES PIKES PEAK PEAK PARKIG PARKIG LOT LOT DETAIL A SHEET 015 JACKSO GAP ST EMPLOYEE PARKIG LOT BEGI PROJECT STATIO= EMPLOYEE PARKIG LOT ED PROJECT STATIO= DEVER AEXATIO LIE BEGI PROJECT STATIO= MT. ELBERT PARKIG LOT ED PROJECT STATIO= DETAIL B SHEET 015 E 68TH AVE ED PROJECT STATIO= \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-B_LM.dwg E 56TH AVE DE AIRPORT PROPERTY LIE BEGI PROJECT STATIO= VALLEY HEAD ST E 64TH AVE Print 2017-APRL_SCH-B_LM.dwg SCHEDULE B - PROJECT LOCATIO MAP Sheet Subset: SCHEDULE B 1 of 3 SEAL COAT 013

14 \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-B_TB.dwg Print 2017-APRL_SCH-B_TB.dwg TABULATIO OF QUATITIES (B) Sheet Subset: SCHEDULE B 2 of 3 SEAL COAT 014

15 STATIO= JACKSO GAP ST DETAIL A WORK LIMITS (RECYCLE YARD ACCESS & JACKSO GAP ST) ROBERTSDALE ST DETAIL B WORK LIMITS (ROBERTSDALE ST & FAA TRACO) STATIO= MT ELBERT PARKIG LOT STATIO= FAA TRACO STATIO= \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-B_DT01.dwg STATIO= STATIO= RECYCLE YARD E 68TH AVE Print 2017-APRL_SCH-B_DT01.dwg WORK LIMIT DETAILS (B) Sheet Subset: SCHEDULE B 3 of 3 SEAL COAT 015

16 TOWER RD PROJECT LOCATIO IB/OB PEA BLVD E-470 TO JACKSO GAP ST E-470 PROJECT LOCATIO E 78TH AVE & EW CASTLE ST GU CLUB RD PROJECT LOCATIO E 75TH AVE PROJECT LOCATIO IB/OB PEA BLVD E-470 TO JACKSO GAP ST \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM.dwg E 64TH AVE PROJECT LOCATIO IB/OB PEA BLVD I-70 TO E 64TH AVE E 56TH AVE GREE VALLEY RACH BLVD VALLEY HEAD ST Print 2017-APRL_SCH-C_LM.dwg SCHEDULE C - PROJECT LOCATIO MAP 1 of 22 COCRETE REHAB 016

17 \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_TB.dwg Print 2017-APRL_SCH-C_TB.dwg TABULATIO OF QUATITIES (C) 2 of 22 COCRETE REHAB 017

18 LEGTH AD WIDTH AS SHOW I PLAS LEGTH AD WIDTH AS SHOW I PLAS EXISTIG PAVEMET EXISTIG PAVEMET EXISTIG PAVEMET EXISTIG PAVEMET MATCH EXISTIG SLOPE EXISTIG SUBGRADE UCLASSIFIED EXCAVATIO (CIP) ICH (MAX.)** REMOVAL OF COCRETE PAVEMET DRIVE LAE ICH (TYP.)** SHOULDER - 6 ICH (TYP.)** EXISTIG SUBGRADE COCRETE CLASS E (6 HOUR) DRIVE LAE - 15 ICH (MAX.)** SHOULDER ICH (MAX.)** \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_TY01.dwg TYPICAL REMOVAL SECTIO OTES: ** ACTUAL DEPTH OF EXCAVATIO AD COCRETE CLASS E (6 HOUR) WILL BE AT THE DISCRETIO OF THE DE PROJECT MAAGER OR FIELD REPRESETATIVE. VERIFICATIO OF DEPTHS AD DETERMIIG STABLE SUBGRADE SHALL BE GIVE APPROVAL BY THE DE PROJECT MAAGER AD/OR DESIGATED REPRESETATIVE. TYPICAL SECTIO Print 2017-APRL_SCH-C_TY01.dwg TYPICAL SECTIO (C) 3 of 22 COCRETE REHAB 018

19 KEY MAP E GU CLUB RD 024 JACKSO GAP ST OTES: OUTBOUD PEA BLVD 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. RTD (A LIE) \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg IBOUD PEA BLVD IB-019-A Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 1 (C) 4 of 22 COCRETE REHAB 019

20 KEY MAP E GU CLUB RD 024 JACKSO GAP ST OTES: OB-020-B OB-020-A OB-020-C OB-020-F OB-020-E OB-020-D OB-020-G OB-020-H OB-020-I OB-020-J OB-020-L OB-020-M OB-020-K OB-020- TO -S OB-020-T OB-020-U OB-020-W OUTBOUD PEA BLVD OB-020-V OB-020-X 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg IB-020-B IB-020-A IB-020-C IB-020-D PEA BLVD TO GU CLUB RD IBOUD PEA BLVD Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 2 (C) 5 of 22 COCRETE REHAB 020

21 KEY MAP OB-021-B OB-021-A OUTBOUD PEA BLVD OB-021-E OB-021-D OB-021-C E GU CLUB RD JACKSO GAP ST OTES: 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg IBOUD PEA BLVD PEA BLVD TO GU CLUB RD C A B D E F G Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 3 (C) 6 of 22 COCRETE REHAB 021

22 KEY MAP PEA BLVD TO COOCO/FIAL APPROACH E GU CLUB RD 024 JACKSO GAP ST OTES: OUTBOUD PEA BLVD 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg IBOUD PEA BLVD IB-022-B IB-022-A IB-022-C IB-022-D IB-022-E IB-022-F IB-022-G IB-022-H Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 4 (C) 7 of 22 COCRETE REHAB 022

23 KEY MAP D B A F H G E C E 75TH AVE E-470 OTES: GU CLUB RD JACKSO GAP ST GU CLUB RD 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg PIKES PEAK PARKIG LOT Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 5 (C) 8 of 22 COCRETE REHAB 023

24 KEY MAP OUTBOUD PEA BLVD E GU CLUB RD 024 JACKSO GAP ST OTES: 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. IBOUD PEA BLVD \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg A B C D E 75TH AVE Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 6 (C) 9 of 22 COCRETE REHAB 024

25 KEY MAP IBOUD PEA BLVD E GU CLUB RD JACKSO GAP ST OTES: 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg E 75TH AVE A JACKSO GAP ST Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 7 (C) 10 of 22 COCRETE REHAB 025

26 KEY MAP RTD (A LIE) E GU CLUB RD 024 JACKSO GAP ST OTES: E 78TH AVE C 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO A B \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg JACKSO GAP ST Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 8 (C) 11 of 22 COCRETE REHAB 026

27 KEY MAP IBOUD PEA BLVD IB-027-A E GU CLUB RD 024 JACKSO GAP ST OTES: 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg FIRE STATIO 35 E 75TH AVE Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 9 (C) 12 of 22 COCRETE REHAB 027

28 KEY MAP EMPLOYEE PARKIG LOT E GU CLUB RD 024 JACKSO GAP ST OTES: OUTBOUD PEA BLVD OB-028-B OB-028-A OB-028-D OB-028-C OB-028-E OB-028-F OB-028-J OB-028-H OB-028-G OB-028-I OB-028-L OB-028-K 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg IB-028-A IB-028-B IB-028-C IB-028-D IB-028-E IB-028-F E 75TH AVE IB-028-G IBOUD PEA BLVD Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 10 (C) 13 of 22 COCRETE REHAB 028

29 KEY MAP EMPLOYEE PARKIG LOT E GU CLUB RD 024 JACKSO GAP ST OTES: 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. OB-029-B OB-029-F OB-029-D OB-029-C OB-029-E OB-029-A OB-029-H OB-029-I OB-029-G OB-029-J OB-029-K OB-029-L OUTBOUD PEA BLVD OB-029- OB-029-M OB-029-P OB-029-O 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg IBOUD PEA BLVD E 75TH AVE IB-029-A Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 11 (C) 14 of 22 COCRETE REHAB 029

30 KEY MAP OUTBOUD PEA BLVD RETUR TO TERMIAL E-470 OTES: GU CLUB RD 024 JACKSO GAP ST AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. BLUE MUSTAG 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg IB-030-A IB-030-B IB-030-C IB-030-D IBOUD PEA BLVD E 75TH AVE Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 12 (C) 15 of 22 COCRETE REHAB 030

31 KEY MAP IBOUD PEA BLVD IB-031-G E-470 OTES: GU CLUB RD JACKSO GAP ST AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg RETUR TO TERMIAL IB-031-A TO -B IB-031-C TO -D IB-031-E TO -F Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 13 (C) 16 of 22 COCRETE REHAB 031

32 KEY MAP E GU CLUB RD 024 JACKSO GAP ST OTES: IB-032-F IB-032-D IB-032-C IB-032-E IB-032-H IB-032-G SHADY GROVE ST 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg IBOUD PEA BLVD IB-032-A TO -B Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 14 (C) 17 of 22 COCRETE REHAB 032

33 FROM TERMIAL WEST KEY MAP FROM TERMIAL EAST E GU CLUB RD JACKSO GAP ST OTES: 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg OUTBOUD PEA BLVD OB-033-B OB-033-A RTD (A LIE) Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 15 (C) 18 of 22 COCRETE REHAB 033

34 KEY MAP E GU CLUB RD 024 JACKSO GAP ST OTES: 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg C-034-A C-034-C C-034-B Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 16 (C) 19 of 22 COCRETE REHAB 034

35 KEY MAP E GU CLUB RD 024 JACKSO GAP ST OTES: 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg C-035-C C-035-A C-035-B Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 17 (C) 20 of 22 COCRETE REHAB 035

36 KEY MAP C-036-E C-036-C C-036-B C-036-D E GU CLUB RD JACKSO GAP ST C-036-A OTES: OB-036-G TO -M 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. OB-036-D TO -F OB-036-C \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg EW CASTLE ST OB-036-A OUTBOUD PEA BLVD OB-036-B WEST ECOOMY PARKIG LOT Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 18 (C) 21 of 22 COCRETE REHAB 036

37 KEY MAP E GU CLUB RD 024 JACKSO GAP ST OTES: IB-037-A IB-037-B IB-037-C TO -U TO LEVEL 4, 6 TERMIAL EAST TO LEVEL 5 TERMIAL EAST 1. AERIAL IMAGES ARE FOR REFERECE OLY. LAE COFIGURATIOS AD STRIPIG SHOW MAY OT REFLECT EXISTIG CODITIOS. 2. THE COTRACTOR SHALL VERIFY THE LOCATIOS OF ACTUAL WORK TO BE PERFORMED. THE DE PROJECT MAAGER MAY ADJUST THE LOCATIO AD/OR QUATITY OF PAEL REPLACEMETS BASED O THE ACTUAL CODITIO OF THE PAELS AT THE TIME OF COSTRUCTIO. \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-C_LM-PAELS.dwg EAST PARKIG GARAGE Print 2017-APRL_SCH-C_LM-PAELS.dwg PROJECT LOCATIO MAP 19 (C) 22 of 22 COCRETE REHAB 037

38 RTD A LIE \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-D_LM.dwg DETAIL A SHEET 041 PICADILLY BEGI OB PEA - MOD GRID STATIO= BEGI IB PEA - MOD GRID STATIO= DETAIL E SHEET 041 STATIO= STATIO= DETAIL D SHEET E 78TH AVE COECTOR COOCO/ FIAL APPROACH ED OB PEA - MOD GRID STATIO= STATIO= DETAIL E SHEET DETAIL A SHEET 041 ED IB PEA - MOD GRID STATIO= GU CLUB RD DETAIL A SHEET 041 MATCHLIE STATIO Print 2017-APRL_SCH-D_LM.dwg SCHEDULE D - PROJECT LOCATIO MAP (1) Sheet Subset: SCHEDULE D 1 of 4 MOD GRID 038

39 E 78TH AVE RTD A LIE \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-D_LM.dwg MATCHLIE STATIO PIKES PEAK PARKIG LOT E 75TH AVE TO AIRPORT STATIO= DETAIL C SHEET ED OB PEA - MOD GRID STATIO= DETAIL B SHEET 041 ED IB PEA - MOD GRID (LEFT LAE OLY) STATIO= JACKSO GAP ST Print 2017-APRL_SCH-D_LM.dwg SCHEDULE D - PROJECT LOCATIO MAP (2) Sheet Subset: SCHEDULE D 2 of 4 MOD GRID 039

40 \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-D_TB.dwg Print 2017-APRL_SCH-D_TB.dwg TABULATIO OF QUATITIES (D) Sheet Subset: SCHEDULE D 3 of 4 MOD GRID 040

41 ED ASPHALT PAVEMET BRIDGE EXPASIO JOIT 2.5' BEGI COCRETE PAVEMET 12' LAE 12' LAE TOTAL WIDTH 38.5' 12' LAE DETAIL C WORK LIMIT DETAILS - O-RAMP (JACKSO GAP ST TO OB PEA BLVD) BEGI 8" SOLID WHITE CHAELIZIG LIE DETAIL A WORK LIMIT DETAILS - BRIDGE LOCATIOS \\diagis05\-projects\landside\projects\2017\_cad Directory\Annual Pavement Rehabilitation Landside 2017\CAD_Files\2017-APRL_SCH-D_DT01.dwg TOTAL WIDTH 12' DETAIL B WORK LIMIT DETAILS - BRIDGE LOCATIOS 12' LAE BRIDGE EXPASIO JOIT DETAIL D WORK LIMIT DETAILS - O-RAMP DETAIL E WORK LIMIT DETAILS - OFF-RAMP ED 8" SOLID WHITE CHAELIZIG LIE Print 2017-APRL_SCH-D_DT01.dwg WORK LIMIT DETAILS (D) Sheet Subset: SCHEDULE D 4 of 4 MOD GRID 041