20241025_100% GOODMAN AVE PlanDoc.pdf

PDF 17 MB Posted Feb 21, 2025

Attached to: Goodman Avenue Reconstruction Project
Solicitation number: 2025-0001
Issued by: Valencia County, New Mexico

About this file

Written by GovTribe AI · Apr 12, 2025

This document is a comprehensive construction plan set for the Goodman Avenue Reconstruction Project by the City of Rio Communities in New Mexico, developed by HDR Engineering and professionally engineered by Antonio Nunez-Tovar (NM License 25774). The project involves reconstructing approximately 0.37 miles of Goodman Avenue, including roadway reconstruction, earthwork, pedestrian path construction, traffic control, permanent signing and striping, and miscellaneous infrastructure improvements. The project will involve removing and replacing the existing roadway with a minor alignment shift to accommodate a new asphalt pavement pedestrian path, constructing two safety lights per intersection at two intersections, and adding drainage features. Key quantities include 1,800 cubic yards of unclassified excavation, 8,600 square yards of subgrade preparation, 2,600 tons of base course, 1,300 tons of minor paving, and installation of various infrastructure elements like concrete sidewalks, valley gutters, and traffic signs.

The project is fully documented with 78 detailed sheets covering everything from existing utility locations to proposed road cross-sections, lighting plans, and construction phasing. The construction will be completed in two primary phases, with eastbound and westbound traffic being alternately detoured during construction. The project includes specific requirements for utility coordination, traffic management, and adherence to New Mexico Department of Transportation standards. Funding and specific financial details are not explicitly outlined in the document, but the comprehensive nature of the plan suggests a well-structured municipal infrastructure improvement project with careful consideration of engineering, safety, and community access requirements.

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Other files

File	Type	Posted
20250001_Bid Package Goodman Recontruction Project ITB 2025-0001 R-!.pdf	PDF	Feb 21, 2025
20250001_Bid Package Goodman Recontruction Project ITB 2025-0001 R-2.pdf	PDF	Feb 21, 2025
20250001_Bid Package Goodman Recontruction Project ITB 2025-0001 R-3.pdf	PDF	Feb 21, 2025
Appendix K.pdf	PDF	Feb 21, 2025
Appendix L Prevailing_Wage_Poster_A_2025.pdf	PDF	Feb 21, 2025

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2155 LOUISIANA BLVD NE,

SUITE 3000

ALBUQUERQUE, NM 87110

(505) 830-5400

DRAWING FILE: 1COVER.dwg LAYOUT: COVER

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CALL NM ONE-CALL

SYSTEM SEVEN (7) DAYS

PRIOR TO ANY EXCAVATION

PROJECT

LOCATION

VICINITY MAP

H O

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RIO COMMUNITIES BLVD

GOODMAN AVE

NOT TO SCALE

THE 2019 EDITION OF NEW MEXICO DEPARTMENT OF

TRANSPORTATION STANDARD DRAWINGS FOR HIGHWAY AND

BRIDGE CONSTRUCTION SHALL GOVERN CONSTRUCTION OF THIS

PROJECT.

LENGTH OF PROJECT 0.37 MILES

INTENT OF PROJECT

THE SCOPE OF THIS PROJECT INCLUDES ROADWAY RECONSTRUCTION, EARTHWORK

(EXCAVATION), PEDESTRIAN PATH CONSTRUCTION, TRAFFIC CONTROL, PERMANENT

SIGNING AND STRIPING, AND MISCELLANEOUS CONSTRUCTION.

PROF ES S I O NA L ENG INEER

NIO NUNEZ -TOVARNE

W MEX ICO

25774

OCT 25, 2024

INDEX OF SHEETS

SHEET NO. DESCRIPTION

SERIES 1

1 - 1 COVER SHEET AND VICINITY MAP

1 - 2 INDEX OF SHEETS

1 - 3 SUMMARY OF QUANTITIES

1 - 4 GENERAL NOTES

SUBTOTAL = 4

SERIES 2

2 - 1 EXISTING TYPICAL SECTIONS

2 - 2 EXISTING PAVEMENT CORE DATA

2 - 3 PROPOSED TYPICAL SECTIONS

2 - 4 TO 2 - 6 SURFACING SCHEDULE

2 - 7 TO 2 - 8 MISCELLANEOUS QUANTITIES

2 - 9 PERMANENT SIGNING AND STRIPING - STRIPING QUANTITIES

2 - 10 TO 2 - 11 PERMANENT SIGNING AND STRIPING - SIGNING QUANTITIES

2 - 12 REMOVAL QUANTITIES

2 - 13 MISCELLANEOUS DETAILS

2 - 14 PERMANENT SIGNING AND STRIPING - SIGN FACE DETAILS

SUBTOTAL = 14

SERIES 3

3 - 1 OVERALL PROJECT SURVEY CONTROL PLAN, NOTES AND LEGEND

3 - 2 TO 3 - 5 HORIZONTAL LAYOUT PLAN

3 - 6 TO 3 - 7 ROADWAY PLAN AND PROFILE

3 - 8 TO 3 - 11 ROADWAY PLAN AND PROFILE - PEDESTRIAN PATH

SUBTOTAL = 11

SERIES 4

4 - 1 TO 4 - 11 TURNOUT PLAN AND PROFILE

4 - 12 DRIVEPAD DETAILS

4 - 13 TO 4 - 17 CURB RAMP DETAILS

4 - 18 TO 4 - 22 GRADING PLANS

SUBTOTAL = 22

SERIES 5

NO SHEETS

SUBTOTAL = 0

SERIES 6

6 - 1 CONSTRUCTION SIGNING SUGGESTED SEQUENCE OF CONSTRUCTION

6 - 2 NMDOT STANDARD DRAWING - TRAFFIC CONTROL GENERAL NOTES

6 - 3 CONSTRUCTION SIGNING PHASING MAP

6 - 4 CONSTRUCTION SIGNING SIGN FACE DETAILS

6 - 5 CONSTRUCTION SIGNING SUMMARY OF QUANTITIES

6 - 6 TO 6 - 7 CONSTRUCTION SIGNING - PHASE 1

6 - 8 CONSTRUCTION SIGNING - DETOUR PLAN

6 - 9 TO 6 - 10 CONSTRUCTION SIGNING - PHASE 2

SUBTOTAL = 10

SERIES 7

NO SHEETS

SUBTOTAL = 0

SERIES 8

8 - 1 LIGHTING GENERAL NOTES

8 - 2 LIGHTING SCHEDULE

8 - 3 TO 8 - 6 LIGHTING DETAILS

8 - 7 LIGHTING PLAN

SUBTOTAL = 7

SERIES 9

NO SHEETS

SUBTOTAL = 0

SERIES 10

NO SHEETS

SUBTOTAL = 0

SERIES 11

11 - 1 EXISTING UTILITIES

11 - 2 PROPOSED UTILITIES

11 - 3 TO 11 - 4 NM WATER STANDARD DRAWINGS

SUBTOTAL = 4

SERIES 12

NO SHEETS

SUBTOTAL = 0

SERIES 13

NO SHEETS

SUBTOTAL = 0

SERIES 14

14 - 1 TO 14 - 6 GOODMAN AVENUE CROSS SECTIONS

SUBTOTAL = 6

PROJECT SHEET TOTAL = 78

INDEX OF SHEETS

SHEET NO. DESCRIPTION

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25774

SHEET NO. 1-2PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: C3223177

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SUMMARY OF QUANTITIES

NMDOT

ITEM NO. SHORT DESCRIPTION BID UNIT

ROADWAY CONSTRUCTION

ENGINEERING DRAINAGE LIGHTING CONSTRUCTION

SIGNING

PERMANENT

SIGNING & STRIPING

UTILITY

(NON-PARTICIPATING

PROJECT TOTAL

ESTIMATE FINAL ESTIMATE FINAL ESTIMATE FINAL ESTIMATE FINAL ESTIMATE FINAL ESTIMATE FINAL ESTIMATE FINAL ESTIMATE FINAL

201000 CLEARING AND GRUBBING LS LS LS

203000 UNCLASSIFIED EXCAVATION C.Y. 1,800 1,800

207000 SUBGRADE PREPARATION S.Y. 8,600 8,600

303000 BASE COURSE TON 2,600 2,600

407000 ASPHALT MATERIAL FOR TACK COAT TON 3 3

408100 PRIME COAT MATERIAL TON 17 17

416104 MINOR PAVING TYPE I, HMA SP-IV TON 1,300 1,300

416204 MINOR PAVING TYPE II, HMA SP-IV TON 250 250

502030 DRILLED SHAFT FOUNDATION 30" DIAMETER L.F. 25 25

540060 REINFORCING BARS GRADE 60 LB 600 600

601000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS LS LS

601110 REMOVAL OF SURFACING S.Y. 6,650 6,650

602000 RIPRAP CLASS A C.Y. 80 80

603281 SWPPP PLAN PREPARATION AND MAINTENANCE LS LS LS

608004 CONCRETE SIDEWALK 4" S.Y. 110 110

608106 DRIVE PAD 6" S.Y. 50 50

609200 HEADER CURB L.F. 500 500

609624 CONCRETE VALLEY GUTTER 6" X 24" L.F. 500 500

618000 TRAFFIC CONTROL MANAGEMENT LS LS LS

618011 PUBLIC AWARENESS LS LS LS

621000 MOBILIZATION LS LS LS

663850 WATER VALVE ADJUSTMENT EACH 2 2

663865 ADJUST WATER METER TO GRADE EACH 1 1

667110 MAIL BOX INSTALLATION-SINGLE EACH 5 5

701000 PANEL SIGNS S.F. 210 210

701100 STEEL POST AND BASE POST FOR ALUMINUM PANEL SIGNS L.F. 260 260

702610 PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

702810 TRAFFIC CONTROL DEVICES FOR CONSTRUCTION LS LS LS

704000 RETROREFLECTORIZED PAINTED MARKINGS 4" L.F. 3,600 3,600

704004 RETROREFLECTORIZED PAINTED MARKINGS 12" L.F. 240 240

706350 POWER SERVICE INSTALLATION LS LS LS

706420 LIGHTING CONTROL CABINET-TWO CIRCUIT EACH 2 2

707530 TYPE V STANDARD, 30' EACH 4 4

709020 RIGID ELECTRICAL CONDUIT 2" (DIA.) L.F. 910 910

710000 ELECTRICAL PULL BOX (STANDARD) EACH 8 8

711101 SINGLE CONDUCTOR 1 L.F. 520 520

711106 SINGLE CONDUCTOR 6 L.F. 3,320 3,320

716701 LED ROADWAY LUMINAIRE EACH 4 4

801000 CONSTRUCTION STAKING BY THE CONTRACTOR LS LS LS

802000 POST CONSTRUCTION PLANS LS LS LS

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PRO F ES S I O NA L ENG INEER

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25774

SHEET NO. 1-3PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: C3223177

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PRO F ES S I O NA L ENG INEER

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SHEET NO. 1-4PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: C3223177

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1. SPECIFICATIONS: ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER

CONTRACT, EXCEPT AS OTHERWISE STATED OR PROVIDED FOR HEREON, SHALL BE

CONSTRUCTED IN ACCORDANCE WITH THE NEW MEXICO DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION,

2019 EDITION.

2. GENERAL: THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS,

RULES AND REGULATIONS WHICH APPLY TO THE CONSTRUCTION OF THESE

IMPROVEMENTS.

3. BUSINESS ACCESS: THE CONTRACTOR SHALL PROVIDE INGRESS AND EGRESS TO LOCAL

BUSINESSES AND RESIDENCES FOR THE DURATION OF THE PROJECT. THE CONTRACTOR

SHALL ADVISE OF AND SCHEDULE ACCESS CLOSURES AT LEAST 24 HOURS IN ADVANCE,

WITH PROPERTY OWNERS AND THE CITY MANAGER. THIS WORK WILL BE CONSIDERED

INCIDENTAL TO ITEM NO. 618000 TRAFFIC CONTROL MANAGEMENT.

4. CONSTRUCTION SCHEDULE: TEN (10) WORKING DAYS PRIOR TO BEGINNING

CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITY OF RIO COMMUNITIES

(CITY) A DETAILED CONSTRUCTION SCHEDULE.

5. THE CONTRACTOR SHALL NOT BEGIN WORK BEFORE 7:00 A.M. NOR CONTINUE WORK

AFTER 5:30 P.M. WITHOUT THE APPROVAL OF THE CITY MANAGER.

6. NM ONE-CALL: TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION, THE CONTRACTOR

SHALL CONTACT THE NEW MEXICO ONE CALL SYSTEM (505-260-1990) FOR LOCATION OF

EXISTING UTILITIES.

7. PERMITS: THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FOR THE

PROJECT PRIOR TO COMMENCING CONSTRUCTION.

8. OVERNIGHT PARKING: OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT

OBSTRUCT DRIVEWAYS OR DESIGNATED TRAFFIC LANES. THE CONTRACTOR SHALL NOT

STORE ANY EQUIPMENT OR MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY.

9. SURVEY MONUMENTS: THE CONTRACTOR SHALL NOTIFY THE CITY NOT LESS THAN SEVEN

(7) DAYS PRIOR TO STARTING WORK IN ORDER THAT THE CITY MAY TAKE NECESSARY

MEASURES TO ENSURE THE PRESERVATION OF SURVEY MONUMENTS. CONTRACTOR

SHALL NOT DISTURB PERMANENT SURVEY MONUMENTS WITHOUT THE CONSENT OF THE

CITY AND SHALL NOTIFY THE CITY AND BEAR THE EXPENSE OF REPLACING ANY THAT

MAY BE DISTURBED WITHOUT PERMISSION. REPLACEMENT SHALL BE DONE ONLY BY THE

CITY. WHEN A CHANGE IS MADE IN THE FINISHED ELEVATION OF THE PAVEMENT OF ANY

ROADWAY IN WHICH A PERMANENT SURVEY MONUMENT IS LOCATED, CONTRACTOR SHALL,

AT HIS OWN EXPENSE, ADJUST THE MONUMENT COVER TO THE NEW GRADE UNLESS

OTHERWISE SPECIFIED.

10. CONSTRUCTION LIMITS: CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE PUBLIC

RIGHT-OF-WAY AND/OR PROJECT LIMITS. ANY DAMAGE TO ADJACENT PROPERTIES

RESULTING FROM THE CONSTRUCTION PROCESS IS THE RESPONSIBILITY OF THE

CONTRACTOR. ANY COSTS INCURRED FOR REPAIRS SHALL BE AT THE COST OF THE

CONTRACTOR.

11. BUILDING DAMAGE: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT

BUILDING STRUCTURES ADJACENT TO THE PROJECT NOT BE DAMAGED DUE TO ANY

CONSTRUCTION ACTIVITIES. DAMAGE CAUSED TO ANY BUILDING STRUCTURE WILL BE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING ALL COSTS INCURRED IN

RESTORING/REPAIRING SAID DAMAGE.

12. AS-BUILTS: THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS-BUILT PLANS

FOR THE PROJECT. THESE PLANS SHALL BE KEPT CURRENT, WITHIN TWO WEEKS, AT ALL

TIMES AND SHALL BE SUBJECT TO THE REVIEW BY THE PROJECT MANAGER THROUGHOUT

THE PROJECT AND WILL BE REVIEWED BY THE PROJECT MANAGER FOR ACCURACY AND

COMPLETENESS AT LEAST ONCE EVERY 30 DAYS. THE FINAL AS-BUILT PLANS SHALL BE

SUBMITTED AND ACCEPTED BY THE PROJECT ENGINEER PRIOR TO FINAL PAYMENT.

AS-BUILT PLANS SHALL BE INCIDENTAL TO ITEM NO 802000 POST CONSTRUCTION PLAN.

13. GRAFFITI: THE CONTRACTOR SHALL MAINTAIN A GRAFFITI-FREE WORK SITE AND SHALL

PROMPTLY REMOVE ANY AND ALL GRAFFITI FROM ALL EQUIPMENT, FACILITIES,

APPURTENANCES, AND ANY AND ALL BARRICADING AND SIGNAGE ASSOCIATED WITH THE

PROJECT WHETHER PERMANENT OR TEMPORARY. THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO ITEM NO. 618000 TRAFFIC CONTROL MANAGEMENT AND NO SEPARATE

MEASUREMENT OR PAYMENT WILL BE MADE THEREFOR.

14. CONSTRUCTION SIGNAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND

MAINTAINING ALL CONSTRUCTION SIGNAGE UNTIL THE PROJECT HAS BEEN ACCEPTED BY

THE CITY OF RIO COMMUNITIES.

15. NON-VIBRATORY ROLLER: THE CONTRACTOR SHALL BE RESTRICTED TO THE USE OF A 35

TON MAXIMUM NON-VIBRATORY ROLLER TO OBTAIN THE REQUIRED COMPACTION IN

PAVEMENT STRUCTURE, ROADWAY BACKFILL, EMBANKMENT, AND SUBGRADES IN URBAN

AREAS WHERE THE USE OF HEAVIER EQUIPMENT COULD DAMAGE UNDERGROUND

UTILITIES OR OTHER PERMANENT STRUCTURES.

16. EXISTING TIE-IN: ALL NEW STREET PAVING, CURB AND GUTTER, SIDEWALKS OR DRIVEPADS

SHALL MATCH THE ELEVATIONS OF ABUTTING EXISTING AREAS AS SHOWN IN THE PLANS

OR AS DIRECTED BY THE PROJECT ENGINEER.

17. DAMAGE REPAIR: THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE TO

EXISTING PAVEMENTS, PAVEMENT MARKINGS, CURB & GUTTER, DRIVE PADS, CURB RAMPS,

SIGNAGE, AND SIDEWALK DURING CONSTRUCTION, APART FROM THOSE SECTIONS

INDICATED FOR REMOVAL ON THE PLANS AND SHALL REPAIR OR REPLACE PER NMDOT

STANDARDS, AT THEIR OWN EXPENSE.

18. DAMAGED PAVEMENT MARKINGS: ALL PAVEMENT MARKINGS ALTERED OR DESTROYED

SHALL BE REPLACED WITH RETROREFLECTORIZED PAINTED MARKINGS BY CONTRACTOR

TO THE SAME LOCATION AS EXISTING, OR AS INDICATED BY THIS PLAN SET.

19. OSHA REQUIREMENTS: ALL EXCAVATION, TRENCHING, AND SHORING ACTIVITIES MUST BE

CARRIED-OUT IN ACCORDANCE WITH OSHA 29 CFR 1926.652.

20. MATCHING EXISTING GRADES: WHERE A PROFILE GRADE IS NOT PROVIDED IN THE PLANS, STREET CENTERLINE GRADES SHALL BE RESTORED BY THE CONTRACTOR TO THE

EXISTING CENTERLINE GRADES. CROSS SECTION THE EXISTING ROAD PRIOR TO

CONSTRUCTION AS NEEDED TO MATCH EXISTING (50' MIN). MINOR ADJUSTMENTS TO THE

STREET GRADES MAY BE NECESSARY AND WILL BE DIRECTED BY THE PROJECT

ENGINEER. MINOR ADJUSTMENTS TO THE STREET GRADES WILL BE CONSIDERED

INCIDENTAL TO ITEM NO. 416204 MINOR PAVING TYPE II, HMA SP-IV. SMOOTH TRANSITIONS

SHALL BE MADE BETWEEN EXISTING PAVEMENT WHICH REMAINS IN PLACE AND PAVEMENT

WHICH IS BEING REPLACED. TRAFFIC CONTROL DEVICES INCLUDING PAVEMENT MARKINGS

MUST BE RESTORED TO THE SAME OR BETTER CONDITION AS BEFORE CONSTRUCTION.

THIS WORK WILL BE CONSIDERED INCIDENTAL TO ITEM NO. 618000 TRAFFIC CONTROL

MANAGEMENT.

21. HUMAN REMAINS: IF HUMAN REMAINS ARE ENCOUNTERED, THE CONTRACTOR SHALL

CEASE ALL WORK, AND CONTACT THE OFFICE OF MEDICAL EXAMINER FOR FURTHER

INSTRUCTIONS.

22. DROP-OFF POLICY: IF A PAVEMENT DROP-OFF IS CREATED DURING CONSTRUCTION, THE

CONTRACTOR SHALL INITIATE PROTECTIVE ACTION TO MAINTAIN A SMOOTH TRANSITION.

THIS WORK SHALL BE CONSIDERED INCIDENTAL TO ITEM NO. 618000 TRAFFIC CONTROL

MANAGEMENT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE THEREFOR.

23. PUBLIC INFORMATION: COORDINATION WITH THE CITY CLERKS OFFICE, WHO WILL ADVISE

THE PUBLIC OF CONSTRUCTION FOR THE DURATION OF THE PROJECT. ANY IMPACT TO

THE ACCESS OF BUSINESSES SHALL BE CORRDINATED SEVEN (7) DAYS IN ADVANCE WITH

THE CITY AND BUSINESSES.

24. UTILITY REPAIR: THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING

UTILITY LINES WITHIN THE CONSTRUCTION AREA. ANY DAMAGE TO EXISTING FACILITIES

CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE

CONTRACTOR'S EXPENSE AND APPROVED BY THE CITY.

25. ALL ELECTRICAL, TELEPHONE, CABLE TV, GAS AND OTHER UTILITY LINES, CABLES AND

APPURTENANCES ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE RELOCATION,

SHALL BE COORDINATED WITH THAT UTILITY. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR COORDINATION OF ALL NECESSARY UTILITY ADJUSTMENTS. NO ADDITIONAL

COMPENSATION WILL BE ALLOWED FOR DELAYS OR INCONVENIENCES CAUSED BY UTILITY

COMPANY WORK CREWS. THE CONTRACTOR MAY BE REQUIRED TO RESCHEDULE THEIR

ACTIVITIES TO ALLOW UTILITY CREWS TO PERFORM THEIR REQUIRED WORK.

26. DISPOSAL SITE FOR ALL EXCESS EXCAVATION MATERIAL, AND UNSUITABLE MATERIAL

SHALL BE OBTAINED BY THE CONTRACTOR IN COMPLIANCE WITH APPLICABLE

ENVIRONMENTAL REGULATIONS AND APPROVED BY THE CITY. ALL COSTS INCURRED IN

OBTAINING A DISPOSAL SITE AND HAUL THERETO SHALL BE CONSIDERED INCIDENTAL TO

ITEM NO. 203000 UNCLASSIFIED EXCAVATION AND NO SEPARATE MEASUREMENT OR

PAYMENT WILL BE MADE.

27. ALL PERMANENT PAVEMENT MARKING AND TRAFFIC SIGNING SHALL BE FURNISHED BY THE

CONTRACTOR PER PLAN.

28. THE CONTRACTOR SHALL COORDINATE WITH THE CITY PRIOR TO BEGINNING ANY

CONSTRUCTION WORK ON OR ADJACENT TO EXISTING STREETS.

29. ALL BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO APPLICABLE SECTIONS

OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), U.S. DEPARTMENT

OF TRANSPORTATION, LATEST EDITION.

30. THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNING AT ALL

TIMES. THE CONTRACTOR SHALL VERIFY THE PROPER LOCATION OF ALL BARRICADING AT

THE END AND BEGINNING OF EACH DAY.

31. ALL SAWCUT PAVEMENT SHALL HAVE A UNIFORM EDGE AND BE SPRAYED WITH TACK

COAT.

32. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE AND VERIFY THE

HORIZONTAL AND VERTICAL LOCATIONS OF ALL POTENTIAL OBSTRUCTIONS. SHOULD A

CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR IMMEDIATELY SO

THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY.

33. IF THE CONTRACTOR IS NOT ALLOWED TO WORK AT NIGHT DUE TO THE CITY'S NOISE

ORDINANCE, THE CONTRACTOR SHALL OPEN ALL TRAFFFIC LANES TO TRAFFIC WITH

PROPER USE OF TRENCH PLATES DURING NON-WORKING HOURS, UNLESS PERMITTED BY

CONSTRUCTION PROJECT MANAGER.

34. THE CONTRACTOR SHALL RECORD DATA ON ALL UTILITY LINES AND ACCESSORIES AS

REQUIRED BY THE CITY FOR THE PREPARATION OF "AS-BUILT" DRAWINGS. CONTRACTOR

SHALL NOT COVER UTILITY LINES AND ACCESSORIES UNTIL ALL DATA HAS BEEN

RECORDED.

35. SALVAGEABLE MATERIALS: SALVAGEABLE MATERIALS FROM THIS PROJECT ARE TO BE

HAULED AND STOCKPILED AT THE CITY PUBLIC WORKS YARD. HAUL OF SUCH MATERIAL

SHALL BE PERFORMED DURING NORMAL WORKING HOURS AS DIRECTED BY THE PROJECT

MANAGER. PAYMENT FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACT PRICE FOR

EACH SALVAGE ITEM.

36. ADJACENT LANDSCAPING TO BE PROTECTED BY THE CONTRACTOR AND NO SEPARATE

PAYMENT WILL BE MADE. CONTRACTOR SHALL TAKE VIDEO AND PHOTOS OF ALL EXISTING

LANDSCAPING. DAMAGE TO EXISTING LANDSCAPING SHALL BE REPLACED IN KIND BY

CONTRACTOR WITH NO SEPARATE PAYMENT.

37. IF EXISTING FIBER OPTIC OR ANY OTHER EXISTING CITY TRAFFIC INFRASTRUCTURE IS

DAMAGED AS PART OF THIS PROJECT WORK, THE CONTRACTOR SHALL REPAIR IT OR

REPLACE IT PER CITY TRAFFIC REQUIREMENTS. DAMAGED FIBER OPTIC CABLE SHALL BE

REPLACED FROM EXISTING FULL SPLICE TO EXISTING FULL SPLICE; NO INTERMEDIATE

SPLICE WILL BE ALLOWED. THIS WORK SHALL BE DONE AT THE EXPENSE OF THE

CONTRACTOR AND NO ADDITIONAL PAYMENT WILL BE MADE.

GENERAL NOTES

EXISTING TYPICAL SECTION 1

STA. 11+70.55 TO STA. 27+40.00

TRANSITION

STA. 10+62.32 TO STA. 11+70.55 (DAMON ST INTERSECTION)

STA. 27+40.00 TO STA. 27+85.11 (EXISTING TYPICAL 1 TO TYPICAL 2)

EXISTING

R/W

EXISTING

R/W

29' 21'

VARIES

12'

DRIVING

LANE

WESTBOUND

GOODMAN

AVE

EXISTING PAVEMENT SECTION

EXISTING EXISTING VARIES

EASTBOUND

12'

DRIVING

LANE

17' 7'

VARIES

EXISTING TYPICAL SECTION 2

STA. 27+85.11 TO STA. 29+65.50

TRANSITION

STA. 29+65.50 TO STA. 30+47.30 (HORNER ST INTERSECTION)

EXISTING

R/W

EXISTING

R/W

26' 24'

VARIES

12'

DRIVING

LANE

WESTBOUND

GOODMAN

AVE

EXISTING PAVEMENT SECTION

EXISTING EXISTING VARIES

EASTBOUND

12'

DRIVING

LANE

VARIES

50'

EXISTING PAVEMENT SECTION

REFER TO SHEET 2-2 FOR CORE DATA

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SHEET NO. 2-1PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: C3223177

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SHEET NO. 2-2PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: C3223177

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GOODMAN AVE

2.0%*

EXISTING

R/W

EXISTING

R/W

11'

DRIVING LANE

11'

DRIVING LANE

21'29'

2.0%*

VARIES

5' - 8'

PEDESTRIAN

PATH

VARIES

2:1 TO 12:1

DITCH

10'

DITCH

4:1

4'5' 5' 5'

3:1

FLOW LINE

MATCH EXISTING

PAVEMENT SECTION 1

GOODMAN AVE, DAMON ST,REID ST, RIGGS ST,

PAVEMENT SECTION 2

TURNOUTS

PRIME

COAT

TACK

COAT

SUBGRADE

PREPARATION

PRIME

COAT

2" HMA SP-IV

6" BASE

COURSE

SUBGRADE

PREPARATION

4" HMA SP-IV

2-2" LIFTS

6" BASE

COURSE

PROPOSED TYPICAL SECTION 1

STA. 11+71.81 TO STA. 19+00.07

STA. 19+84.07 TO STA. 20+17.26

STA. 21+01.32 TO STA. 24+32.30

STA. 25+16.31 TO STA. 27+40.00

TRANSITION

STA. 10+62.32 TO STA. 11+71.81 (DAMON ST INTERSECTION)

STA. 19+00.07 TO STA. 19+84.07 (REID ST INTERSECTION)

STA. 20+17.26 TO STA. 21+01.32 (RIGGS ST INTERSECTION)

STA. 24+32.30 TO STA. 25+16.31 (DOERING ST INTERSECTION)

STA. 27+40.00 TO STA. 27+85.11 ( TYPICAL SECTION 2)

2.0%

3:1 OR FLATTER

PAVEMENT SECTION 3

PEDESTRIAN PATH

PRIME

COAT

2.5" HMA SP-IV

4" BASE

COURSE

2.0%

FLOW LINE

VARIES

6.5' - 8'

PEDESTRIAN

PATH

STA. 11+43.63 TO STA. 12+55.20

STA. 14+76.25 TO STA. 15+32.73

STA. 15+56.43 TO STA. 16+50.07

STA. 20+07.84 TO STA. 20+56.06

STA. 25+54.26 TO STA. 27+34.80

GOODMAN AVE

2.0%*

EXISTING

R/W

EXISTING

R/W

11'

DRIVING LANE

11'

DRIVING LANE

24'26'

2.0%*

PEDESTRIAN

PATH

DITCH

4:1

4'3'

2.0%

3:1 OR FLATTER

FLOW LINE

PROPOSED TYPICAL SECTION 2

STA. 27+85.11 TO STA. 29+65.50

TRANSITION

STA. 29+65.57 TO STA. 30+47.30 (HORNER ST INTERSECTION)

PEDESTRIAN

PATH

PEDESTRIAN

PATH

DOERING ST

50'

VARIES

8.2' - 9.6'

EXISTING CINDER

BLOCK WALL

VARIES

HEADER CURB

CUT

3:1 OR FLATTER

FILL

4:1

MATCH EXISTING

CUT

2:1 OR FLATTER

FILL

2:1 OR FLATTER

MATCH EXISTING

CUT

3:1 OR FLATTER

FILL

4:1

PAVEMENT SECTION 1

PAVEMENT SECTION 1PAVEMENT

SECTION 3

PAVEMENT

SECTION 3

PAVEMENT

SECTION 3

PROFILE GRADE LINE

AND POINT OF ROTATIONPROFILE GRADE LINE

AND POINT OF ROTATION

PROFILE GRADE LINE

AND POINT OF ROTATIONPROFILE GRADE LINE

AND POINT OF ROTATION

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SHEET NO. 2-3PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: C3223177

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* SEE SERIES 3 FOR SUPERELEVATION

ROTATION INFORMATION

SURFACING SCHEDULE

207000 303000 416104 416204 * * 407000 408100

SUBGRADE

PREPARATION BASE COURSE MINOR PAVING TYPE I, HMA SP-IV MINOR PAVING TYPE II, HMA SP-IV

PG 76-22

ASPHALT

MATERIAL

HYDRATED

LIME

ASPHALT MATERIAL FOR

TACK COAT PRIME COAT MATERIAL

STATION TO STATION DESCRIPTION

LENGTH

(L.F.)

AVG.

WIDTH

(L.F.)

AREA

(S.Y.)

AVG.

WIDTH

(L.F.)

AVG.

DEPTH

(IN.)

AREA

(S.Y.) TON

AVG.

WIDTH

(L.F.)

DEPTH

(IN.)

AREA

(S.Y.) TON

AVG.

WIDTH

(L.F.)

DEPTH

(IN.)

AREA

(S.Y.) TON TON TON

AVG.

WIDTH

(L.F.)

AREA

(S.Y.) TON

AVG.

WIDTH

(L.F.)

AREA

(S.Y.) TON

ALIGNMENT: GOODMAN AVE

10+62.32 29+94.97 GOODMAN AVE 1932.65 22.00 4724.26 22.00 6.00 4724.26 1555.07 22.00 4.00 4724.26 1006.79 58.39 10.07 22.00 4724.26 1.57 22.00 4724.26 8.86 14+67.90 14+81.90 SPEED HUMP 14.00 22.00 CALC 17.11 1.87 0.11 0.02 22.00 17.11 0.03 21+42.90 21+56.90 SPEED HUMP 14.00 22.00 CALC 17.11 1.87 0.11 0.02 22.00 17.11 0.03 25+92.90 26+06.90 SPEED HUMP 14.00 22.00 CALC 17.11 1.87 0.11 0.02 22.00 17.11 0.03

29+65.13 29+94.86 HORNER ST NORTH-WEST CURB

RETURN 29.73 CALC 20.93 CALC 6.00 20.93 6.89 CALC 4.00 20.93 4.46 0.26 0.04 CALC 20.93 0.01 CALC 20.93 0.04

30+16.64 30+47.30 HORNER ST NORTH-EAST CURB

RETURN 30.66 CALC 25.63 CALC 6.00 25.63 8.44 CALC 4.00 25.63 5.46 0.32 0.05 CALC 25.63 0.01 CALC 25.63 0.05

29+64.57 29+94.83 HORNER ST SOUTH CURB RETURN 30.26 CALC 21.49 CALC 6.00 21.49 7.07 CALC 4.00 21.49 4.58 0.27 0.05 CALC 21.49 0.01 CALC 21.49 0.04

ALIGNMENT: GOODMAN AVE

11+49.97 12+94.97 SURFACING TAPER - NORTH DAMON ST

TO TURNOUT 1 145.00 2.66 42.86 1.86 6.00 30.00 9.87 0.53 4.00 8.57 1.83 0.11 0.02 0.53 8.57 0.00 1.06 17.14 0.03

11+71.81 14+03.32 SURFACING TAPER - SOUTH DAMON ST

TO TURNOUT 2 231.51 2.66 68.42 1.86 6.00 47.90 15.77 0.53 4.00 13.68 2.92 0.17 0.03 0.53 13.68 0.00 1.06 27.37 0.05

13+28.34 15+15.38 SURFACING TAPER - TURNOUT 1 TO

TURNOUT 4 187.04 2.66 55.28 1.86 6.00 38.70 12.74 0.53 4.00 11.06 2.36 0.14 0.02 0.53 11.06 0.00 1.06 22.11 0.04

14+34.97 15+05.00 SURFACING TAPER - TURNOUT 2 TO

TURNOUT 3 70.03 2.66 20.70 1.86 6.00 14.49 4.77 0.53 4.00 4.14 0.88 0.05 0.01 0.53 4.14 0.00 1.06 8.28 0.02

15+35.37 16+03.73 SURFACING TAPER - TURNOUT 3 TO

TURNOUT 5 68.36 2.66 20.20 1.86 6.00 14.14 4.66 0.53 4.00 4.04 0.86 0.05 0.01 0.53 4.04 0.00 1.06 8.08 0.02

15+65.51 18+55.83 SURFACING TAPER - TURNOUT 4 TO

TURNOUT 7 290.32 2.66 85.81 1.86 6.00 60.06 19.77 0.53 4.00 17.16 3.66 0.21 0.04 0.53 17.16 0.01 1.06 34.32 0.06

16+34.16 17+67.04 SURFACING TAPER - TURNOUT 5 TO

TURNOUT 6 132.88 2.66 39.27 1.86 6.00 27.49 9.05 0.53 4.00 7.85 1.67 0.10 0.02 0.53 7.85 0.00 1.06 15.71 0.03

17+95.54 20+17.26 SURFACING TAPER - TURNOUT 6 TO

RIGGS ST 221.72 2.66 65.53 1.86 6.00 45.87 15.10 0.53 4.00 13.11 2.79 0.16 0.03 0.53 13.11 0.00 1.06 26.21 0.05

18+86.83 19+00.07 SURFACING TAPER - TURNOUT 7 TO

REID ST 13.24 2.66 3.91 1.86 6.00 2.74 0.90 0.53 4.00 0.78 0.17 0.01 0.00 0.53 0.78 0.00 1.06 1.57 0.00

19+84.07 21+86.09 SURFACING TAPER - REID ST TO

TURNOUT 8 202.02 2.66 59.71 1.86 6.00 41.80 13.76 0.53 4.00 11.94 2.54 0.15 0.03 0.53 11.94 0.00 1.06 23.88 0.04

21+01.32 22+57.45 SURFACING TAPER - RIGGS ST TO

TURNOUT 9 156.13 2.66 46.15 1.86 6.00 32.30 10.63 0.53 4.00 9.23 1.97 0.11 0.02 0.53 9.23 0.00 1.06 18.46 0.03

22+16.54 22+70.71 SURFACING TAPER - TURNOUT 8 TO

TURNOUT 10 54.17 2.66 16.01 1.86 6.00 11.21 3.69 0.53 4.00 3.20 0.68 0.04 0.01 0.53 3.20 0.00 1.06 6.40 0.01

22+86.83 23+39.35 SURFACING TAPER - TURNOUT 9 TO

DRIVEPAD 1 52.52 2.66 15.52 1.86 6.00 10.87 3.58 0.53 4.00 3.10 0.66 0.04 0.01 0.53 3.10 0.00 1.06 6.21 0.01

23+03.54 23+50.40 SURFACING TAPER - TURNOUT 10 TO

TURNOUT 11 46.86 2.66 13.85 1.86 6.00 9.69 3.19 0.53 4.00 2.77 0.59 0.03 0.01 0.53 2.77 0.00 1.06 5.54 0.01

23+69.59 25+41.27 SURFACING TAPER - DRIVEPAD 1 TO

TURNOUT 12 171.68 2.66 50.74 1.86 6.00 35.52 11.69 0.53 4.00 10.15 2.16 0.13 0.02 0.53 10.15 0.00 1.06 20.30 0.04

23+83.81 24+32.30 SURFACING TAPER - TURNOUT 11 TO

DOERING ST 48.49 2.66 14.33 1.86 6.00 10.03 3.30 0.53 4.00 2.87 0.61 0.04 0.01 0.53 2.87 0.00 1.06 5.73 0.01

25+16.31 29+65.13 SURFACING TAPER - DOERING ST TO

HORNER ST 448.82 2.66 132.65 1.86 6.00 92.86 30.57 0.53 4.00 26.53 5.65 0.33 0.06 0.53 26.53 0.01 1.06 53.06 0.10

25+74.34 26+21.12 SURFACING TAPER - TURNOUT 12 TO

TURNOUT 13 46.78 2.66 13.83 1.86 6.00 9.68 3.19 0.53 4.00 2.77 0.59 0.03 0.01 0.53 2.77 0.00 1.06 5.53 0.01

26+54.69 26+84.13 SURFACING TAPER - TURNOUT 11 TO

DRIVEPAD 2 29.44 2.66 8.70 1.86 6.00 6.09 2.00 0.53 4.00 1.74 0.37 0.02 0.00 0.53 1.74 0.00 1.06 3.48 0.01

27+10.16 28+11.86 SURFACING TAPER - DRIVEPAD 2 TO

TURNOUT 14 101.70 2.66 30.06 1.86 6.00 21.04 6.93 0.53 4.00 6.01 1.28 0.07 0.01 0.53 6.01 0.00 1.06 12.02 0.02

28+39.57 29+64.57 SURFACING TAPER - DRIVEPAD 2 TO

HORNER ST 125.00 2.66 36.94 1.86 6.00 25.86 8.51 0.53 4.00 7.39 1.57 0.09 0.02 0.53 7.39 0.00 1.06 14.78 0.03

ALIGNMENT: NORTH DAMON ST

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PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: C3223177

SHEET NO. 2-4

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PREPARATION BASE COURSE MINOR PAVING TYPE I, HMA SP-IV MINOR PAVING TYPE II, HMA SP-IV

PG 76-22

ASPHALT

MATERIAL

HYDRATED

LIME

ASPHALT MATERIAL FOR

TACK COAT PRIME COAT MATERIAL

STATION TO STATION DESCRIPTION

LENGTH

(L.F.)

AVG.

WIDTH

(L.F.)

AREA

(S.Y.)

AVG.

WIDTH

(L.F.)

AVG.

DEPTH

(IN.)

AREA

(S.Y.) TON

AVG.

WIDTH

(L.F.)

DEPTH

(IN.)

AREA

(S.Y.) TON

AVG.

WIDTH

(L.F.)

DEPTH

(IN.)

AREA

(S.Y.) TON TON TON

AVG.

WIDTH

(L.F.)

AREA

(S.Y.) TON

AVG.

WIDTH

(L.F.)

AREA

(S.Y.) TON

ALIGNMENT: GOODMAN AVE

HORNER ST

ALIGNMENT: NORTH DAMON ST

100+11.00 100+66.00 DAMON ST NORTH 55.00 CALC 183.81 CALC 6.00 183.81 60.50 CALC 4.00 183.81 39.17 2.27 0.39 CALC 183.81 0.06 CALC 183.81 0.34

100+11.74 100+15.96 SURFACING TAPER - NORTH DAMON ST

LT 20.64 2.66 6.10 1.86 6.00 4.27 1.41 0.53 4.00 1.22 0.26 0.02 0.00 0.53 1.22 0.00 1.06 2.44 0.00

100+25.37 100+66.00 SURFACING TAPER - NORTH DAMON ST

LT 40.26 2.66 11.90 1.86 6.00 8.33 2.74 0.53 4.00 2.38 0.51 0.03 0.01 0.53 2.38 0.00 1.06 4.76 0.01

100+08.71 100+15.96 SURFACING TAPER - NORTH DAMON ST

RT 18.78 2.66 5.55 1.86 6.00 3.89 1.28 0.53 4.00 1.11 0.24 0.01 0.00 0.53 1.11 0.00 1.06 2.22 0.00

100+23.55 100+66.00 SURFACING TAPER - NORTH DAMON ST

RT 42.20 2.66 12.47 1.86 6.00 8.73 2.87 0.53 4.00 2.49 0.53 0.03 0.01 0.53 2.49 0.00 1.06 4.99 0.01

ALIGNMENT: SOUTH DAMON ST

110+07.00 110+79.00 DAMON ST SOUTH 72.00 CALC 303.63 CALC 6.00 303.63 99.94 CALC 4.00 303.63 64.71 3.75 0.65 CALC 303.63 0.10 CALC 303.63 0.57

110+07.00 110+77.71 SURFACING TAPER - SOUTH DAMON ST

LT 102.65 2.66 30.34 1.86 6.00 21.24 6.99 0.53 4.00 6.07 1.29 0.08 0.01 0.53 6.07 0.00 1.06 12.14 0.02

110+07.00 110+77.81 SURFACING TAPER - SOUTH DAMON ST

RT 79.27 2.66 23.43 1.86 6.00 16.40 5.40 0.53 4.00 4.69 1.00 0.06 0.01 0.53 4.69 0.00 1.06 9.37 0.02

ALIGNMENT: TURNOUT 1

120+11.00 120+29.32 TURNOUT 1 18.32 CALC 26.18 CALC 6.00 26.18 8.62 CALC 2.00 26.18 2.79 0.16 0.03 CALC 26.18 0.05

120+29.32 120+38.00 TURNOUT 1 - BASE COURSE 8.68 CALC 9.98 CALC 6.00 9.98 3.29

ALIGNMENT: TURNOUT 2

130+10.00 130+20.00 TURNOUT 2 10.00 CALC 14.52 CALC 6.00 14.52 4.78 CALC 2.00 14.52 1.55 0.09 0.02 CALC 14.52 0.03

ALIGNMENT: TURNOUT 3

140+10.00 140+20.00 TURNOUT 3 10.00 CALC 13.38 CALC 6.00 13.38 4.41 CALC 2.00 13.38 1.43 0.08 0.01 CALC 13.38 0.03

ALIGNMENT: TURNOUT 4

150+11.00 150+44.26 TURNOUT 4 33.26 CALC 76.06 CALC 6.00 76.06 25.03 CALC 2.00 76.06 8.10 0.47 0.08 CALC 76.06 0.14

ALIGNMENT: TURNOUT 5

160+10.00 160+20.00 TURNOUT 5 10.00 CALC 13.71 CALC 6.00 13.71 4.51 CALC 2.00 13.71 1.46 0.08 0.01 CALC 13.71 0.03

ALIGNMENT: TURNOUT 6

170+10.00 170+20.00 TURNOUT 6 10.00 CALC 12.26 CALC 6.00 12.26 4.04 CALC 2.00 12.26 1.31 0.08 0.01 CALC 12.26 0.02

ALIGNMENT: TURNOUT 7

175+11.00 175+33.00 TURNOUT 7 22.00 CALC 28.31 CALC 6.00 28.31 9.32 CALC 2.00 28.31 3.02 0.17 0.03 CALC 28.31 0.05

ALIGNMENT: RIED ST

180+11.00 180+65.00 RIED ST 54.00 CALC 174.89 CALC 6.00 174.89 57.57 CALC 4.00 174.89 37.27 2.16 0.37 CALC 174.89 0.06 CALC 174.89 0.33 180+11.00 180+20.00 SURFACING TAPER - REID ST LT 23.86 2.66 7.05 1.86 6.00 4.94 1.62 0.53 4.00 1.41 0.30 0.02 0.00 0.53 1.41 0.00 1.06 2.82 0.01 180+28.50 180+65.00 SURFACING TAPER - REID ST LT 36.89 2.66 10.90 1.86 6.00 7.63 2.51 0.53 4.00 2.18 0.46 0.03 0.00 0.53 2.18 0.00 1.06 4.36 0.01 180+11.00 180+20.00 SURFACING TAPER - REID ST RT 23.86 2.66 7.05 1.86 6.00 4.94 1.62 0.53 4.00 1.41 0.30 0.02 0.00 0.53 1.41 0.00 1.06 2.82 0.01 180+28.50 180+65.00 SURFACING TAPER - REID ST RT 36.89 2.66 10.90 1.86 6.00 7.63 2.51 0.53 4.00 2.18 0.46 0.03 0.00 0.53 2.18 0.00 1.06 4.36 0.01

ALIGNMENT: RIGGS ST

190+10.01 190+51.94 RIGGS ST 41.93 CALC 143.63 CALC 6.00 143.63 47.28 CALC 4.00 143.63 30.61 1.78 0.31 CALC 143.63 0.05 CALC 143.63 0.27 190+09.57 190+51.94 SURFACING TAPER - RIGGS ST LT 59.50 2.66 17.59 1.86 6.00 12.31 4.05 0.53 4.00 3.52 0.75 0.04 0.01 0.53 3.52 0.00 1.06 7.03 0.01 190+10.45 190+51.94 SURFACING TAPER - RIGGS ST RT 58.62 2.66 17.33 1.86 6.00 12.13 3.99 0.53 4.00 3.47 0.74 0.04 0.01 0.53 3.47 0.00 1.06 6.93 0.01

ALIGNMENT: TURNOUT 8

200+11.00 200+29.06 TURNOUT 8 18.06 CALC 22.00 CALC 6.00 22.00 7.24 CALC 2.00 22.00 2.34 0.14 0.02 CALC 22.00 0.04

200+29.06 200+34.00 TURNOUT 8 - BASE COURSE 4.94 CALC 5.15 CALC 6.00 5.15 1.70

ALIGNMENT: TURNOUT 9

210+10.00 210+20.00 TURNOUT 9 10.00 CALC 12.50 CALC 6.00 12.50 4.11 CALC 2.00 12.50 1.33 0.08 0.01 CALC 12.50 0.02

210+05.00 210+10.00 TURNOUT 9 - BASE COURSE 5.00 CALC 5.18 CALC 6.00 5.18 1.71

ALIGNMENT: TURNOUT 10

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PRO F ES S I O NA L ENG INEER

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25774

PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: C3223177

SHEET NO. 2-5

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PREPARATION BASE COURSE MINOR PAVING TYPE I, HMA SP-IV MINOR PAVING TYPE II, HMA SP-IV

PG 76-22

ASPHALT

MATERIAL

HYDRATED

LIME

ASPHALT MATERIAL FOR

TACK COAT PRIME COAT MATERIAL

STATION TO STATION DESCRIPTION

LENGTH

(L.F.)

AVG.

WIDTH

(L.F.)

AREA

(S.Y.)

AVG.

WIDTH

(L.F.)

AVG.

DEPTH

(IN.)

AREA

(S.Y.) TON

AVG.

WIDTH

(L.F.)

DEPTH

(IN.)

AREA

(S.Y.) TON

AVG.

WIDTH

(L.F.)

DEPTH

(IN.)

AREA

(S.Y.) TON TON TON

AVG.

WIDTH

(L.F.)

AREA

(S.Y.) TON

AVG.

WIDTH

(L.F.)

AREA

(S.Y.) TON

ALIGNMENT: GOODMAN AVE

TURNOUT 9 - BASE COURSE

ALIGNMENT: TURNOUT 10

220+11.00 220+29.11 TURNOUT 10 18.11 CALC 26.22 CALC 6.00 26.22 8.63 CALC 2.00 26.22 2.79 0.16 0.03 CALC 26.22 0.05

ALIGNMENT: TURNOUT 11

240+11.00 240+29.05 TURNOUT 11 18.05 CALC 27.08 CALC 6.00 27.08 8.92 CALC 2.00 27.08 2.89 0.17 0.03 CALC 27.08 0.05

240+29.05 240+31.54 TURNOUT 11 - BASE COURSE 2.49 CALC 3.32 CALC 6.00 3.32 1.09

ALIGNMENT: DOERING ST

250+11.00 250+80.00 DOERING ST 69.00 CALC 214.93 CALC 6.00 214.93 70.75 CALC 4.00 214.93 45.80 2.66 0.46 CALC 214.93 0.07 CALC 214.93 0.40 250+11.00 250+20.00 SURFACING TAPER - DOERING ST LT 23.85 2.66 7.05 1.86 6.00 4.93 1.62 0.53 4.00 1.41 0.30 0.02 0.00 0.53 1.41 0.00 1.06 2.82 0.01 250+27.00 250+80.00 SURFACING TAPER - DOERING ST LT 53.57 2.66 15.83 1.86 6.00 11.08 3.65 0.53 4.00 3.17 0.67 0.04 0.01 0.53 3.17 0.00 1.06 6.33 0.01 250+11.00 250+20.00 SURFACING TAPER - DOERING ST RT 23.86 2.66 7.05 1.86 6.00 4.94 1.62 0.53 4.00 1.41 0.30 0.02 0.00 0.53 1.41 0.00 1.06 2.82 0.01 250+28.50 250+80.00 SURFACING TAPER - DOERING ST RT 51.89 2.66 15.34 1.86 6.00 10.74 3.53 0.53 4.00 3.07 0.65 0.04 0.01 0.53 3.07 0.00 1.06 6.13 0.01

ALIGNMENT: TURNOUT 12

260+10.00 260+20.00 TURNOUT 12 10.00 CALC 15.77 CALC 6.00 15.77 5.19 CALC 2.00 15.77 1.68 0.10 0.02 CALC 15.77 0.03

ALIGNMENT: TURNOUT 13

270+10.00 270+20.00 TURNOUT 13 10.00 CALC 16.22 CALC 6.00 16.22 5.34 CALC 2.00 16.22 1.73 0.10 0.02 CALC 16.22 0.03

ALIGNMENT: TURNOUT 14

290+20.00 290+23.00 TURNOUT 14 3.00 CALC 8.17 CALC 6.00 8.17 2.69 CALC 2.00 8.17 0.87 0.05 0.01 CALC 8.17 0.02

SUBTOTAL: 7195.57 2265.21 1283.46 38.90 76.70 13.22 2.01 12.37

ALIGNMENT: PEDESTRIAN PATH

50+59.81 52+22.20 PEDESTRIAN PATH: DAMON ST TO

TURNOUT 1 162.39 CALC 142.96 CALC 4.00 142.96 31.37 CALC 2.50 142.96 19.04 1.10 0.19 CALC 142.96 0.27

52+33.68 54+46.51 PEDESTRIAN PATH: TURNOUT 1 TO

TURNOUT 4 212.83 CALC 185.22 CALC 4.00 185.22 40.65 CALC 2.50 185.22 24.67 1.43 0.25 CALC 185.22 0.35

54+70.21 57+79.61 PEDESTRIAN PATH: TURNOUT 4 TO

TURNOUT 7 309.40 CALC 273.03 CALC 4.00 273.03 59.92 CALC 2.50 273.03 36.37 2.11 0.36 CALC 273.03 0.51

57+90.61 58+23.27 PEDESTRIAN PATH: TURNOUT 7 TO REID

ST 32.66 CALC 29.03 CALC 4.00 29.03 6.37 CALC 2.50 29.03 3.87 0.22 0.04 CALC 29.03 0.05

58+88.43 61+11.24 PEDESTRIAN PATH: REID ST TO

TURNOUT 8 222.81 CALC 197.43 CALC 4.00 197.43 43.33 CALC 2.50 197.43 26.30 1.53 0.26 CALC 197.43 0.37

61+20.97 61+95.51 PEDESTRIAN PATH: TURNOUT 8 TO

TURNOUT 10 74.54 CALC 61.52 CALC 4.00 61.52 13.50 CALC 2.50 61.52 8.19 0.48 0.08 CALC 61.52 0.12

62+07.85 62+73.88 PEDESTRIAN PATH: TURNOUT 10 TO

TURNOUT 11 66.03 CALC 36.99 CALC 4.00 36.99 8.12 CALC 2.50 36.99 4.93 0.29 0.05 CALC 36.99 0.07

62+86.31 63+52.48 PEDESTRIAN PATH: TURNOUT 11 TO

DOERING ST 66.17 CALC 44.61 CALC 4.00 44.61 9.79 CALC 2.50 44.61 5.94 0.34 0.06 CALC 44.61 0.08

64+20.67 68+86.46 PEDESTRIAN PATH: DOERING ST TO

HORNER ST 465.79 CALC 390.62 CALC 4.00 390.62 85.72 CALC 2.50 390.62 52.03 3.02 0.52 CALC 390.62 0.73

SUBTOTAL: 1361.42 298.76 181.33 10.52 1.81 2.55

PROJECT TOTAL: 8556.99 2563.97 1283.46 220.24 87.21 15.04 2.01 14.92

PROJECT USE: 8600 2600 1300 250 90 20 3 17

NOTES:

1. AMOUNTS OF BITUMINOUS MATERIAL SHOWN ARE FOR ESTIMATING PURPOSES ONLY. CORRECT AMOUNTS WILL BE DETERMINED BY THE MATERIAL AND TESTING LABORATORY.

2. * HYDRATED LIME AND PG 76-22 QUANTITIES ARE SHOWN FOR INFORMATION OF THE CONTRACTOR ONLY.

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PROJECT CONTROL NUMBER: C3223177

SHEET NO. 2-6

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ESTIMATED SURFACING FACTORS

ITEM

UNIT WEIGHT HYDRATED LIME Gallons/

TONPG 76-22 SEC. 407 SEC. 408

% BY WT. OF

TOTAL MIX

GALLONS PER

S.Y.

GALLONS PER

S.Y.

LBS. PER

C.Y.

% BY WT. OF

TOTAL MIX

HOT MIX ASPHALT SP-IV 5.8% ** 3836 ** 1.00% **

ASPHALT MATERIAL FOR TACK COAT 0.08 * 240

PRIME COAT MATERIAL 0.45 * 240

BASE COURSE 3950 **

FOR CONTRACTORS INFORMATION ONLY.

* FOR ESTIMATING PURPOSES ONLY, APPLICATION RATE WILL BE DETERMINED IN THE FIELD BY THE PROJECT MANAGER.

** FOR ESTIMATING PURPOSES ONLY, ACTUAL WEIGHTS OR PERCENT SHALL BE DETERMINED BY APPROVED MIX DESIGN.

HEADER CURB ITEM NO. 609200

NUMBER STATION OFFSET TO STATION OFFSET LENGTH L.F. DESCRIPTION

ALIGNMENT: PEDESTRIAN PATH

HC-01 50+59.81 8.50' LT - 51+68.98 8.50' LT 109.17

HC-02 53+90.03 8.50' LT - 54+33.93 7.00' LT 44.00

HC-03 54+79.67 7.00' LT - 55+63.85 8.50' LT 84.28

HC-04 59+21.62 8.50' LT - 59+69.84 8.50' LT 48.22

HC-05 64+68.04 8.50' LT - 66+48.61 8.63' LT 180.57

SUBTOTAL 466.24

ALIGNMENT: REID ST

HC-06 180+29.00 25.49' LT - 180+52.41 25.49' LT 23.41

SUBTOTAL 23.41

TOTAL 489.65

USE 500 L.F.

STATIONS TAKEN AT FLOWLINE

CONSTRUCTION ENGINEERING & LUMP SUM ITEMS

NMDOT ITEM

NO. DESCRIPTION UNIT

201000 CLEARING AND GRUBBING LS

601000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS

603281 SWPPP PLAN PREPARATION AND MAINTENANCE LS

618000 TRAFFIC CONTROL MANAGEMENT LS

618011 PUBLIC AWARENESS LS

621000 MOBILIZATION LS

702810 TRAFFIC CONTROL DEVICES FOR CONSTRUCTION LS

801000 CONSTRUCTION STAKING BY THE CONTRACTOR LS

802000 POST CONSTRUCTION PLANS LS

EARTHWORK SUMMARY

STATION TO STATION

203000

UNCLASSIFIED EXCAVATION

(CU.YD.)

EMBANKMENT

(CU.YD.)

203100 BORROW

(CU. YD.)

EXCESS

EXCAVATION

(CU.YD.)

REMARKS

PHASE 1

ALIGNMENT: GOODMAN AVE

10+62.32 - 29+94.99 864.61 67.23 797.38

ALIGNMENT: SOUTH DAMON ST

110+10.00 - 110+52.41 59.97 0 59.97

ALIGNMENT: RIGGS ST

190+10.01 - 190+51.94 10.06 2.58 7.48

SUBTOTAL 934.64 SUBTOTAL 0.00 864.83

PHASE 2

ALIGNMENT: GOODMAN AVE

10+62.32 - 29+94.99 698 63.03 634.97

ALIGNMENT: NORTH DAMON ST

100+10.08 - 100+66.00 27.7 0 27.70

ALIGNMENT: REID ST

180+11.00 - 180+65.00 34.51 0 34.51

ALIGNMENT: DOERING ST

250+11.00 - 250+80.00 39.31 0 39.31

SUBTOTAL 799.52 SUBTOTAL 0.00 736.49

PROJECT TOTALS: 1,734.16 0.00

PROJECT USE 1,800 0

NOTES:

1. SEE TRAFFIC CONTROL PLANS (SERIES 6 SHEETS) FOR PROJECT CONSTRUCTION PHASING.

2. UNCLASSIFIED EXCAVATION QUANTITY DOES NOT INCLUDE REMOVAL OF SURFACING. REMOVAL OF SURFACING WILL BE PAID FOR UNDER

ITEM 601110 "REMOVAL OF SURFACING."

CONCRETE VALLEY GUTTER 6" X 24" ITEM NO. 609624

ID NUMBER STATION OFFSET TO STATION OFFSET LENGTH L.F. DESCRIPTION

ALIGNMENT: GOODMAN AVE

VG-01 10+80.91 15.22' LT - 11+36.34 14.27' LT 56.69 NORTH DAMONT ST

VG-02 10+85.37 17.86' RT - 11+57.31 16.81' RT 70.33 SOUTH DAMONT ST

VG-03 13+02.98 15.00' LT - 13+20.38 15.00' LT 17.40 TURNOUT #1

VG-04 14+11.98 16.00' RT - 14+26.31 16.00' RT 14.33 TURNOUT #2

VG-05 15+13.66 16.00' RT - 15+26.71 16.00' RT 13.05 TURNOUT #3

VG-06 15+23.37 15.00' LT - 15+57.51 15.00' LT 34.14 TURNOUT #4

VG-07 16+12.08 16.00' RT - 16+25.50 16.00' RT 13.42 TURNOUT #5

VG-08 17+75.40 16.00' RT - 17+87.19 16.00' RT 11.79 TURNOUT #6

VG-09 18+63.83 15.00' LT - 18+78.83 15.00' LT 15.00 TURNOUT #7

VG-10 19+15.04 15.00' LT - 19+69.11 15.00' LT 54.07 REID ST

VG-11 20+33.84 16.00' RT - 20+84.73 16.00' RT 50.89 RIGGS ST

VG-12 21+94.09 15.00' LT 22+08.54 15.00' LT 14.45 TURNOUT #8

VG-13 22+66.11 16.00' RT 22+78.17 16.00' RT 12.06 TURNOUT #9

VG-14 22+78.71 15.00' LT 22+95.55 15.00' LT 16.84 TURNOUT #10

VG-15 23+58.40 15.00' LT 23+75.81 15.00' LT 17.41 TURNOUT #11

VG-16 24+47.27 15.00' LT - 25+01.34 15.00' LT 54.07 DOERING ST

VG-17 25+49.93 16.00' RT 25+65.68 16.00' RT 15.75 TURNOUT #12

VG-18 26+29.78 16.00' RT 26+46.03 16.00' RT 16.25 TURNOUT #13

SUBTOTAL 497.94

TOTAL 497.94

USE 500

CONCRETE SIDEWALK 4" ITEM NO. 608004

STATION TO STATION LOCATION LENGTH

(L.F.)

WIDTH

(L.F.)

AREA

(S.Y.) REMARKS

ALIGNMENT: PEDESTRIAN PATH

49+84.16 - 50+04.98 LT. 20.81 8 15.11 R1-A DAMON ST

50+41.31 - 50+59.81 LT. 18.50 8 13.90 R1-B DAMON ST

58+23.27 - 58+40.89 LT. 17.61 8 13.45 R5-A REID ST

58+70.81 - 50+88.43 LT. 17.61 8 13.45 R5-B REID ST

63+52.48 - 63+72.34 LT. 19.86 6.5 12.75 R9-A DOERING ST

64+03.05 - 64+20.67 LT. 17.61 8 13.45 R9-B DOERING ST

68+86.46 - 69+04.20 LT. 17.74 8 11.67 R10-A HORNER ST

69+36.58 - 69+55.98 LT. 19.40 8 14.45 R10-B HORNER ST

PROJECT TOTAL 108.24

PROJECT USE 110

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DRIVE PAD 6" ITEM NO. 608106

ID NUMBER AREA

(S.Y.) REMARKS

ALIGNMENT: GOODMAN AVE

D-01 23.20 D-02 20.95

PROJECT

TOTAL 44.15

PROJECT

USE 50

MAIL BOX INSTALLATION-SINGLE ITEM NO. 667110

ID NUMBER EACH REMARKS

TURNOUT #1 1

DRIVEPAD #1 1

TURNOUT #12 1

DRIVEPAD #2 1

TURNOUT # 14 1

PROJECT TOTAL 5

PROJECT USE 5

NOTE:

1. COORDINATE LOCATION WITH PROPERTY OWNER, POSTAL SERVICE, AND THE CITY OF RIO COMMUNITIES.

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RIPRAP CLASS A ITEM NO. 602000

OUTFALL

REF NO. LOCATION VOLUME

C.Y. REMARKS

ALIGNMENT: GOODMAN AVE

TURNOUT 1 NORTH CHANNEL 5.50

TURNOUT 2 SOUTH CHANNEL 6.10

TURNOUT 3 SOUTH CHANNEL 6.10

TURNOUT 4 NORTH CHANNEL 5.00

TURNOUT 5 SOUTH CHANNEL 6.10

TURNOUT 6 SOUTH CHANNEL 6.10

TURNOUT 7 NORTH CHANNEL 5.60

20+57 NORTH CHANNEL 7.40

RIGGS ST SOUTH CHANNEL 6.30

TURNOUT 8 NORTH CHANNEL 5.50

TURNOUT 9 SOUTH CHANNEL 6.10

TURNOUT 12 SOUTH CHANNEL 6.10

TURNOUT 13 SOUTH CHANNEL 6.30

TOTAL 78.20

USE 80 C.Y.

FOR CONTRACTOR USE ONLY HEADER CURB PAID FOR

UNDER 608004 - CONCRETE SIDEWALK 4"

ID NUMBER LENGTH L.F. DESCRIPTION

R1-A 21.18

R1-B 18.77

R3-A 12.29

R3-B 9.43

R5-A 17.61

R5-B 17.85

R9-A 20.13

R9-B 17.85 R10-A 18.06 R10-B 19.69

PROJECT TOTAL 172.86

PROJECT USE 200 L.F.

PERMANENT STRIPING QUANTITIES

ITEM NUMBER STATION TO STATION DESCRIPTION UNITS SUBTOTAL PROJECT TOTAL REMARKS

ALIGNMENT: GOODMAN AVE

704000 10+62.32 - 11+03.11 RETROREFLECTORIZED PAINTED MARKINGS 4" (DOUBLE YELLOW) L.F 40.79 81.58 BOP TO DAMON ST 704000 11+31.24 - 14+68.00 RETROREFLECTORIZED PAINTED MARKINGS 4" (DOUBLE YELLOW) L.F 336.76 673.52 DAMON ST TO SPEED HUMP 704000 14+82.00 - 19+30.05 RETROREFLECTORIZED PAINTED MARKINGS 4" (DOUBLE YELLOW) L.F 448.05 896.10 SPEED HUMP TO REID ST 704000 19+54.05 - 20+47.26 RETROREFLECTORIZED PAINTED MARKINGS 4" (DOUBLE YELLOW) L.F 93.21 186.42 REID ST TO RIGGS ST 704000 20+71.36 - 21+43.00 RETROREFLECTORIZED PAINTED MARKINGS 4" (DOUBLE YELLOW) L.F 71.64 143.28 RIGGS ST TO SPEED HUMP 704000 21+57.00 - 24+62.28 RETROREFLECTORIZED PAINTED MARKINGS 4" (DOUBLE YELLOW) L.F 305.28 610.56 SPEED HUMP TO DOERING ST 704000 24+86.30 - 25+93.00 RETROREFLECTORIZED PAINTED MARKINGS 4" (DOUBLE YELLOW) L.F 106.70 213.40 DOERING ST TO SPEED HUMP 704000 26+07.00 - 29+84.92 RETROREFLECTORIZED PAINTED MARKINGS 4" (DOUBLE YELLOW) L.F 377.92 755.84 SPEED HUMP TO HORNER ST

GOODMAN AVE- 4" STRIPING 3,561

ALIGNMENT: GOODMAN AVE

704004 10+93.69 - 11+09.03 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 15.34 15.34 NORTH DAMON ST STOP BAR 704004 11+22.12 - 11+48.65 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 24.00 24.00 SOUTH DAMON ST STOP BAR 704004 14+68.00 - 14+82.00 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 27.78 27.78 SPEED HUMP ARROWS 704004 19+28.69 - 19+42.20 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 13.51 13.51 REID ST STOP BAR 704004 20+59.73 - 20+79.35 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 19.62 19.62 RIGGS ST STOP BAR 704004 21+43.00 - 21+57.00 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 27.78 27.78 SPEED HUMP ARROWS 704004 24+60.84 - 24+75.19 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 14.34 14.34 DOERING ST STOP BAR 704004 25+93.00 - 26+07.00 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 27.78 27.78 SPEED HUMP ARROWS 704004 29+84.92 - 29+84.92 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 19.32 19.32 GOODMAN AVE/HORNER ST STOP BAR 704004 29+93.08 - 30+07.67 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 14.60 14.60 GOODMAN AVE/HORNER ST STOP BAR 704004 30+10.39 - 30+27.81 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 17.44 17.44 GOODMAN AVE/HORNER ST STOP BAR 704004 30+36.13 - 30+36.13 RETROREFLECTORIZED PAINTED MARKINGS 12" (SOLID WHITE) L.F. 11.76 11.76 GOODMAN AVE/HORNER ST STOP BAR

GOODMAN AVE- 12" STRIPING 233

ITEM NUMBER DESCRIPTION TOTAL USE

704000 RETROREFLECTORIZED PAINTED MARKINGS 4" 3,561 3,600

704004 RETROREFLECTORIZED PAINTED MARKINGS 12" 233 240

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PERMANENT SIGNING SUMMARY OF QUANTITIES

SIGN CODE STATION OFFSET PANEL LEGEND NO. OF

SIGNS

PANEL SIZE

(IN.)

PANEL

SIGN SHEETING POST LENGTHS MOUNTING REQUIREMENTS BASE POSTS

2.50"X2.50" POSTS

REMARKSITEM NO. LETTERING BACKGROUND

LEFT CTR. RIGHT TOTAL

L.F.

U-CHANNEL SQUARE TUBE POST

NO.

TOTAL

LENGTH

L.F.

ITEM NO.

701100

701000 REFLECTIVITY

TYPE

REFLECTIVITY

TYPE

4 1.75"X 1.75" 2.0"X 2.0" 2.25"X 2.25" 2.50"X2.50"

W X H S.F. LB/FT 12 GA 12 GA 12 GA 10 GA L.F. L.F.

ALIGNMENT: GOODMAN AVE

R1-1-30 10+87.90 29' LT STOP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

D3-1-38 10+87.90 29' LT GOODMAN AVE 1 38 X 9 2.38 XI XI ***MOUNTED ON R1-1-30

D3-1-35 10+87.90 29' LT DAMON ST 1 35 X 9 2.19 XI XI ***MOUNTED ON R1-1-30

R1-1-30 11+56.98 26' RT STOP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

D3-1-38 11+56.98 26' RT GOODMAN AVE 1 38 X 9 2.38 XI XI ***MOUNTED ON R1-1-30

D3-1-35 11+56.98 26' RT DAMON ST 1 35 X 9 2.19 XI XI ***MOUNTED ON R1-1-30

R2-1-30-25 12+86.51 19' RT 25 MPH SIGN 1 24 X 30 5.00 XI XI - 10 - 10 X 1 3.67 13.667 W17-1-30 14+68.00 19' RT SPEED HUMP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667 W17-1-30 14+82.00 17' LT SPEED HUMP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

R2-1-30-25 17+66.61 17' LT 25 MPH SIGN 1 24 X 30 5.00 XI XI - 10 - 10 X 1 3.67 13.667

R1-1-30 19+22.62 33' LT STOP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

D3-1-38 19+22.62 33' LT GOODMAN AVE 1 38 X 9 2.38 XI XI ***MOUNTED ON R1-1-30

D3-1-30 19+22.62 33' LT REID ST 1 30 X 9 1.88 XI XI ***MOUNTED ON R1-1-30

R1-1-30 20+82.72 26' RT STOP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

D3-1-38 20+82.72 26' RT GOODMAN AVE 1 38 X 9 2.38 XI XI ***MOUNTED ON R1-1-30

D3-1-31 20+82.72 26' RT RIGGS ST 1 31 X 9 1.94 XI XI ***MOUNTED ON R1-1-30

W17-1-30 21+50.00 19' RT SPEED HUMP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667 W17-1-30 21+43.00 17' LT SPEED HUMP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

R2-1-30-25 24+57.00 19' RT 25 MPH SIGN 1 24 X 30 5.00 XI XI - 10 - 10 X 1 3.67 13.667

R1-1-30 24+54.03 32' LT STOP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

D3-1-38 24+54.03 32' LT GOODMAN AVE 1 38 X 9 2.38 XI XI ***MOUNTED ON R1-1-30

D3-1-33 24+54.03 32' LT DOERING ST 1 33 X 9 2.06 XI XI ***MOUNTED ON R1-1-30

W17-1-30 25+93.00 19' RT SPEED HUMP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667 W17-1-30 26+07.00 17' LT SPEED HUMP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

R2-1-30-25 27+54.02 17' LT 25 MPH SIGN 1 24 X 30 5.00 XI XI - 10 - 10 X 1 3.67 13.667

R1-1-30 29+84.90 23' RT STOP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

D3-1-38 29+84.90 23' RT GOODMAN AVE 1 38 X 9 2.38 XI XI ***MOUNTED ON R1-1-30

D3-1-35 29+84.90 23' RT HORNER ST 1 35 X 9 2.19 XI XI ***MOUNTED ON R1-1-30

R1-4-18 29+84.90 23' RT ALL WAY (PLAQUE) 1 18 X 6 0.75 XI XI ***MOUNTED ON R1-1-30

R1-1-30 29+86.99 30' RT STOP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

D3-1-38 29+85.54 30' RT GOODMAN AVE 1 38 X 9 2.38 XI XI ***MOUNTED ON R1-1-30

D3-1-35 29+85.54 30' RT HORNER ST 1 35 X 9 2.19 XI XI ***MOUNTED ON R1-1-30

R1-4-18 29+85.54 30' RT ALL WAY (PLAQUE) 1 18 X 6 0.75 XI XI ***MOUNTED ON R1-1-30

R1-1-30 30+35.84 25' RT STOP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

D3-1-38 30+35.84 25' RT GOODMAN AVE 1 38 X 9 2.38 XI XI ***MOUNTED ON R1-1-30

D3-1-35 30+35.84 25' RT HORNER ST 1 35 X 9 2.19 XI XI ***MOUNTED ON R1-1-30

R1-4-18 30+35.84 25' RT ALL WAY (PLAQUE) 1 18 X 6 0.75 XI XI ***MOUNTED ON R1-1-30

R1-1-30 30+36.16 25' RT STOP 1 30 X 30 6.25 XI XI - 10 - 10 X 1 3.67 13.667

D3-1-38 30+36.16 25' RT GOODMAN AVE 1 38 X 9 2.38 XI XI ***MOUNTED ON R1-1-30

D3-1-35 30+36.16 25' RT HORNER ST 1 35 X 9 2.19 XI XI ***MOUNTED ON R1-1-30

R1-4-18 30+36.16 25' RT ALL WAY (PLAQUE) 1 18 X 6 0.75 XI XI ***MOUNTED ON R1-1-30

ALIGNMENT: PEDESTRIAN PATH

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SHEET NO. 2-10PROJECT DEVELOPED BY: HDR

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PERMANENT SIGNING SUMMARY OF QUANTITIES

SIGN CODE STATION OFFSET PANEL LEGEND NO. OF

SIGNS

PANEL SIZE

(IN.)

PANEL

SIGN SHEETING POST LENGTHS MOUNTING REQUIREMENTS BASE POSTS

2.50"X2.50" POSTS

REMARKSITEM NO. LETTERING BACKGROUND

LEFT CTR. RIGHT TOTAL

L.F.

U-CHANNEL SQUARE TUBE POST

NO.

TOTAL

LENGTH

L.F.

ITEM NO.

701100

701000 REFLECTIVITY

TYPE

REFLECTIVITY

TYPE

4 1.75"X 1.75" 2.0"X 2.0" 2.25"X 2.25" 2.50"X2.50"

W X H S.F. LB/FT 12 GA 12 GA 12 GA 10 GA L.F. L.F.

ALIGNMENT: GOODMAN AVE

***MOUNTED ON R1-1-30

ALIGNMENT: PEDESTRIAN PATH

R5-3-24 58+22.99 9' LT NO MOTOR VEHICLES 1 24 X 24 4.00 XI XI ***MOUNTED ON R1-1-30 R5-3-24 63+51.50 8' RT NO MOTOR VEHICLES 1 24 X 24 4.00 XI XI ***MOUNTED ON R1-1-30 R5-3-24 68+93.24 8' RT NO MOTOR VEHICLES 1 24 X 24 4.00 XI XI ***MOUNTED ON R1-1-30

TOTAL 169.13 160.00 69.67 259.67

USE 170 160 70 260

***NO ADDITIONAL POST(S) OR SUPPORT(S) NEEDED. TO BE MOUNTED ON POST(S) OR SUPPORT(S) WITH OTHER SIGN(S).

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SHEET NO. 2-11PROJECT DEVELOPED BY: HDR

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REMOVAL OF SURFACING ITEM NO. 601110

STATION TO STATION AREA

( S.Y.) REMARKS

ALIGNMENT: GOODMAN AVE

10+62.22 - 29+94.77 5,077.37 GOODMAN AVE

30+16.64 - 30+47.30 25.63 HORNER ST NORTH-WEST CURB RETURN

ALIGNMENT: NORTH DAMONT ST

100+11.93 - 100+66.00 182.27 NORTH DAMON ST

ALIGNMENT: SOUTH DAMONT ST

110+07.00 - 110+77.54 353.07 SOUTH DAMON ST

ALIGNMENT: TURNOUT 1

120+16.73 - 120+38.00 26.67 TURNOUT 1

ALIGNMENT: TURNOUT 2

130+10.00 - 130+23.88 20.61 TURNOUT 2

ALIGNMENT: TURNOUT 3

140+10.00 - 140+23.93 16.48 TURNOUT 3

ALIGNMENT: TURNOUT 4

150+16.29 - 150+44.26 74.58 TURNOUT 4

ALIGNMENT: TURNOUT 5

160+10.00 - 160+23.15 16.17 TURNOUT 5

ALIGNMENT: TURNOUT 6

170+10.00 - 170+22.07 12.22 TURNOUT 6

ALIGNMENT: REID ST

180+13.36 - 180+65.00 166.37 REID ST

ALIGNMENT: RIGGS ST

190+10.01 - 190+52.54 178.70 RIGGS ST

ALIGNMENT: TURNOUT 8

200+13.41 - 200+34.00 21.82 TURNOUT 8

ALIGNMENT: TURNOUT 9

210+05.00 - 210+21.80 17.42 TURNOUT 9

ALIGNMENT: TURNOUT 10

220+14.05 - 220+29.11 24.11 TURNOUT 10

ALIGNMENT: TURNOUT 11

240+14.25 - 240+31.54 27.69 TURNOUT 11

ALIGNMENT: DOERING ST

250+14.82 - 250+80.00 224.70 DOERING ST

ALIGNMENT: TURNOUT 12

260+10.00 - 260+22.37 145.58 TURNOUT 12

ALIGNMENT: TURNOUT 13

270+10.00 - 270+22.33 19.51 TURNOUT 13

ALIGNMENT: TURNOUT 14

290+20.04 - 290+23.13 8.66 TURNOUT 14

TOTAL 6,639.64

USE 6,650.00

NOTES:

1. SEE PAVEMENT CORES SHT. 2-2.

2. INCLUDES ALL MATERIALS UP TO 4" DEEP FROM EXISTING GROUND SURFACE.

SUMMARY OF REMOVALS

DESCRIPTION EACH L.F. S.Y.

SIGNS 12

FENCE 210

18" STORM DRAIN 100

24" STORM DRAIN 133

24" END SECTION 2

CONCRETE DRIVEPAD 79

CONCRETE WALL 20

MAILBOX 5

REMOVE TREE 6

FOR CONTRACTOR USE ONLY

REMOVALS OF STRUCTURES AND OBSTRUCTIONS ITEM NO. 601000

STATION OFFSET TO STATION OFFSET EACH LENGTH L.F. AREA S.Y. REMARKS

ALIGNMENT: GOODMAN AVE

10+90.09 32' LT - 1 EXISTING SIGNING

11+51.39 38' RT - 1 EXISTING SIGNING

19+20.22 26' LT - 1 EXISTING SIGNING

21+13.83 16' RT - 1 EXISTING SIGNING

21+64.80 25' LT - 1 EXISTING SIGNING

24+45.68 23' LT - 1 EXISTING SIGNING

26+20.39 51' RT - 1 EXISTING SIGNING

29+69.15 41' RT - 1 EXISTING SIGNING

29+69.81 60' LT - 1 EXISTING SIGNING

29+87.51 69' RT - 1 EXISTING SIGNING

30+34.63 30' RT - 1 EXISTING SIGNING

30+43.73 15' LT - 1 EXISTING SIGNING

SUBTOTAL 12

15+56.55 11' RT - 15+56.24 21' RT 18 EXISTING WIRE FENCE

25+54.25 27' LT - 27+34.79 27' LT 191 EXISTING WOODEN FENCE

SUBTOTAL 210

14+08.18 15' RT - 14+28.47 15' RT 20 18" STORM DRAIN

24+39.78 21' LT -…

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