8.28.2023_CoRC_DHSEM_Projects Plans.pdf

PDF 14 MB Posted Sep 7, 2023

Attached to: DHSEM Projects ITB#2023-0101
Solicitation number: 2023-0101
Issued by: Valencia County, New Mexico

About this file

Written by GovTribe AI · Apr 10, 2025

The provided file is a set of engineering and construction plans for the City of Rio Communities DHSEM (Department of Homeland Security and Emergency Management) Projects, located in Valencia County, New Mexico. The project involves roadway improvements on multiple streets including Avenida del Fuego, Riley Avenue, Alame Loop, San Lucas Avenue, and Chamartin Avenue. The planned work includes roadway shoulder pavement reconstruction, 2-inch mill and overlay, and drainage repairs. Specific details include installing a storm drain spillway run with riprap at the outlet and channel restoration. The project documents include detailed typical sections, horizontal layout plans, drainage plans, surfacing schedules, and quantities for various construction elements such as unclassified excavation, asphalt materials, concrete curb and gutter, and storm drain culvert pipes.

The project control number is 2021-040-002, with design and engineering work completed by HDR. The plans outline comprehensive roadway and drainage improvements, with precise measurements and specifications for each road segment. The total estimated quantities include 230 cubic yards of unclassified excavation, 1,500 square yards of subgrade preparation, 400 tons of hot mix asphalt, 47 linear feet of 36-inch storm drain culvert pipe, and various other construction materials. Additional scope includes traffic control management, public awareness, mobilization, construction staking, and post-construction plans. The project appears to be funded through local municipal infrastructure improvements, with a focus on enhancing road conditions and drainage systems in the Rio Communities area.

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Other files

File	Type	Posted
2020-0103 Addendum #1.pdf	PDF	Sep 7, 2023
2020-0103 Addendum #2.pdf	PDF	Sep 7, 2023
Bid Package DHSEM Projects - ITB# 2021-0104 B.pdf	PDF	Sep 7, 2023

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INDEX OF SHEETS

SHEET NUMBER DESCRIPTION REV. DATE

SECTION-1

1 - 1 COVER, SHEET INDEX AND VICINITY MAP

1 - 2 SUMMARY OF QUANTITIES

1 - 3 GENERAL NOTES

SUBTOTAL: 3

SECTION-2

2 - 1 EXISTING TYPICAL SECTIONS

2 - 2 PROPOSED TYPICAL SECTIONS

2 - 3 SURFACING SCHEDULE

2 - 4 MISCELLANEOUS QUANTITIES & ESTIMATED

STRUCTURE QUANTITIES

SUBTOTAL: 4

SECTION-3

3 - 1 TO 3 - 3 HORIZONTAL LAYOUT PLAN

3 - 4 SURVEY CONTROL MAP

SUBTOTAL: 4

SECTION-4

NO SHEETS

SUBTOTAL: 0

SECTION-5

NO SHEETS

SUBTOTAL: 0

SECTION-6

NO SHEETS

SUBTOTAL: 0

SECTION-7

NO SHEETS

SUBTOTAL: 0

SECTION-8

NO SHEETS

SUBTOTAL: 0

INDEX OF SHEETS

SHEET NUMBER DESCRIPTION REV. DATE

SECTION-9

NO SHEETS

SUBTOTAL: 0

SECTION-10

10 - 1 TO 10 - 7 PERMANENT DRAINAGE PLAN

10 - 8 STORM DRAIN SPILLWAY PLAN AND PROFILE

SUBTOTAL: 8

SECTION-11

NO SHEETS

SUBTOTAL: 0

SECTION-12

NO SHEETS

SUBTOTAL: 0

SECTION-13

NO SHEETS

SUBTOTAL: 0

SECTION-14

NO SHEETS

SUBTOTAL: 0

TOTAL: 19

2155 LOUISIANA BLVD NE,

SUITE 3000

ALBUQUERQUE, NM 87110

(505) 830-5400

DRAWING FILE: CV01.dwg LAYOUT: Cover Sheet

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CALL NM ONE-CALL

SYSTEM SEVEN (7) DAYS

PRIOR TO ANY EXCAVATION

PROJECT

LOCATION

VICINITY MAP

AVENIDA

DEL FUEGO

HILLANDALE AVE

MANZANO EXPRESSWAY

ALAM

LOOP

RIO COM

UNITIES BLVD

(HW

Y 470

RILEY AVE

PROJECT

LOCATION

PROJECT

LOCATION

AUG 28, 2023

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SHEET NO. 1-2PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: 2021-040-002

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Q U

SUMMARY OF QUANTITIES

NMDOT

ITEM NO. SHORT DESCRIPTION UNIT

ROADWAY CONSTRUCTION

ENGINEERING DRAINAGE PROJECT TOTAL

ESTIMATE FINAL ESTIMATE FINAL ESTIMATE FINAL ESTIMATE FINAL

201000 CLEARING AND GRUBBING LS LS LS

203000 UNCLASSIFIED EXCAVATION C.Y. 230 230

203100 BORROW C.Y. 40 40

207000 SUBGRADE PREPARATION S.Y. 1,500 1,500

407000 ASPHALT MATERIAL FOR TACK COAT TON 1 1

408100 PRIME COAT MATERIAL TON 3 3

414000 COLD MILLING (ASPHALT) SYIN 600 600

416104 MINOR PAVING TYPE I, HMA SP-IV TON 400 400

515000 REINF.CONCRETE FOR MINOR STRUCTURES C.Y. 4 4

570461 36" STORM DRAIN CULVERT PIPE L.F. 47 47

570465 36" STORM DRAIN CULVERT PIPE END SECTION EACH 1 1

601000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS LS LS

601110 REMOVAL OF SURFACING S.Y. 1,150 1,150

602000 RIPRAP CLASS A C.Y. 17 17

602060 RIPRAP CLASS G S.Y. 17 17

609424 CONCRETE VERTICAL CURB AND GUTTER TYPE B 6" X 24" L.F. 112 112

613000 CLEANING CULVERTS AND DRAINAGE STRUCTURES LS LS LS

618000 TRAFFIC CONTROL MANAGEMENT LS LS LS

618011 PUBLIC AWARENESS LS LS LS

621000 MOBILIZATION LS LS LS

801000 CONSTRUCTION STAKING BY THE CONTRACTOR LS LS LS

802000 POST CONSTRUCTION PLANS LS LS LS

SUMMARY OF QUANTITIES - NON PARTICIPATING

NMDOT

ITEM NO. SHORT DESCRIPTION UNIT

ROADWAY PROJECT TOTAL

ESTIMATE FINAL ESTIMATE FINAL

662400 MANHOLE ADJUSTMENT EACH 1 1

663850 WATER VALVE ADJUSTMENT EACH 1 1

GENERAL NOTES

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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 (NMDOT) 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. RESIDENCE ACCESS: THE CONTRACTOR SHALL PROVIDE INGRESS AND EGRESS TO LOCAL

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 6:00 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. 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 PLANS.

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 THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE

MADE THEREFOR. THIS WORK WILL BE CONSIDERED INCIDENTAL TO ITEM NO. 618000

TRAFFIC CONTROL MANAGEMENT.

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

RESIDENTIAL 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 MANAGER.

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

CARRIED-OUT IN ACCORDANCE WITH OSHA 29 CFR 1926.652.

19. 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 THE PAVING BID ITEMS. 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. 416104 MINOR PAVING TYPE I, HMA SP-IV.

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

CEASE ALL WORK, AND NOTIFY THE CITY OF RIO COMMUNITIES FOR FURTHER

INSTRUCTIONS.

21. 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.

22. PUBLIC INFORMATION : COORDINATION WITH THE CITY PUBLIC INFORMATION OFFICE (PIO), WHO WILL ADVISE THE PUBLIC OF CONSTRUCTION FOR THE DURATION OF THE PROJECT.

ANY IMPACT TO THE ACCESS OF BUSINESSES SHALL BE COORDINATED SEVEN (7) DAYS IN

ADVANCE WITH THE CITY AND BUSINESSES.

23. 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.

24. 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.

25. 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.

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

CONSTRUCTION WORK ON OR ADJACENT TO EXISTING STREETS.

27. 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.

28. 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.

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

COAT. THIS WORK WILL BE CONSIDERED INCIDENTAL TO ITEM NO. 416104 MINOR PAVING

TYPE I, HMA SP-IV.

30. 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.

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

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

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

CONSTRUCTION PROJECT MANAGER.

32. 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.

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

HAULED AND STOCKPILED AT THE CITY PROPERTY INDICATED BY THE CITY MANAGER.

HAUL OF SUCH MATERIAL SHALL BE PERFORMED DURING NORMAL WORKING HOURS AS

DIRECTED BY THE PROJECT MANAGER. PAYMENT FOR THIS WORK WILL BE CONSIDERED

INCIDENTAL TO ITEM NO. 201000 CLEARING AND GRUBBING.

34. 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.

35. 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.

36. AT ALL PAVEMENT REMOVAL AND REPLACEMENTS, SAW-CUT EDGES SHALL BE STRAIGHT

AND CLEAN, AND LONGITUDINAL JOINTS SHALL NOT BE PLACED WITHIN WHEEL PATHS.

PATCHES SHALL BE REGULAR AND SQUARE OR RECTANGULAR, WITH FOUR STRAIGHT

SIDES. FINISHED PAVEMENT SURFACE SHALL BE FLUSH WITH EXISTING PAVEMENT

SURFACE, WITH NO SPILLOVER OF ASPHALT OR TACK COAT. CARE MUST BE TAKEN TO

AVOID DAMAGING THE INTEGRITY OR APPEARANCE OF SURROUNDING PAVEMENTS; IF

DAMAGED, THE ENTIRE SURFACE PATCH MUST BE EXPANDED TO COVER DAMAGES AT

THE CONTRACTOR'S EXPENSE.

37. THE CONTRACTOR SHALL DESIGNATE AT LEAST ONE EMERGENCY CONTACT PERSON, AND

SHALL PROVIDE TELEPHONE NUMBERS WHERE THIS PERSON CAN BE CONTACTED AT ANY

TIME. THIS INFORMATION SHALL BE PROVIDED TO THE CITY'S PROJECT MANAGER.

38. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR WORK WITHIN THE

PUBLIC RIGHT-OF-WAY SHOWING ALL TEMPORARY TRAFFIC CONTROL DEVICES FOR EACH

PHASE OF WORK. THE PLAN SHALL SHOW EACH INDIVIDUAL PHASE OF THE PROJECT WITH

A SCHEDULE AND MAP SHOWING PLACEMENT AND DESCRIPTION OF EACH TEMPORARY

TRAFFIC CONTROL DEVICE. THE "TRAFFIC CONTROL PLAN" SHALL COMPLY WITH THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.THIS WORK WILL BE CONSIDERED

INCIDENTAL TO ITEM NO. 618000 TRAFFIC CONTROL MANAGEMENT.

EXISTING PAVEMENT SECTION

EXISTING SUBGRADE

2"-4" EXISTING

ASPHALT

12'

WESTBOUND

DRIVING

LANE

APPARENT

EXISTING

R/W

EXISTING

50'

EXISTING TYPICAL SECTION 1 - AVENIDA DEL FUEGO

STA. 10+49.56 TO STA. 23+88.72

VARIES

EXISTING

12'

EASTBOUND

DRIVING

LANE

VARIES

APPARENT

EXISTING

R/W

12'

WESTBOUND

DRIVING

LANE

EXISTING

VARIES

71.84' -74.24'

EXISTING TYPICAL SECTION 3 - ALAME LOOP

STA. 100+32.35 TO STA.101+41.35

VARIES

EXISTING

12'

EASTBOUND

DRIVING

LANE

VARIES

ALAME

LOOP

AVENIDA

DEL FUEGO

APPARENT

EXISTING

R/W

APPARENT

EXISTING

R/W

12'

WESTBOUND

DRIVING

LANE

APPARENT

EXISTING

R/W

EXISTING

50'

EXISTING TYPICAL SECTION 2 - RILEY AVENUE

STA. 50+54.59 TO STA. 52+23.60

VARIES

EXISTING

12'

EASTBOUND

DRIVING

LANE

VARIES

APPARENT

EXISTING

R/WRILEY

AVENUE

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AVENIDA

DEL FUEGO

APPARENT

EXISTING

R/W

EXISTING

50'

PROPOSED TYPICAL SECTION 1 - AVENIDA DEL FUEGO

STA. 10+49.56 TO STA. 14+82.27

TRANSITION

STA. 14+82.27 TO STA. 15+41.27 (LA LUNA PLACE)

VARIES 12'

EASTBOUND

DRIVING

LANE

VARIES

APPARENT

EXISTING

R/W

PROPOSED PAVEMENT SECTION 1

PRIME COAT

4" HMA SP-IV

2-2" LIFTS

6" COMPACTED

EXISTING

SUBGRADE

12'

WESTBOUND

DRIVING

LANE

APPARENT

EXISTING

R/W

50'

PROPOSED TYPICAL SECTION 2 - AVENIDA DEL FUEGO

STA. 22+83.72 TO STA. 23+83.72

VARIES 12'

EASTBOUND

DRIVING

LANE

VARIES

APPARENT

EXISTING

R/W

EXISTING

12'

WESTBOUND

DRIVING

LANE

4:1

PAVEMENT

SECTION 1

PAVEMENT

SECTION 1

4:1

4:14:1

4'2'

EXISTING EXISTING

2' 2' 2'

4:1

PAVEMENT

SECTION 1

4:1

STA. 10+49.56 TO STA. 11+50.00

PROPOSED PAVEMENT SECTION 2

TACK COAT

2" MILL & OVERLAY HMA SP-IV

2"-4" EXISTING

ASPHALT

TACK COAT

EXISTING

SUBGRADE

PAVEMENT

SECTION 2

4:1

PAVEMENT

SECTION 1

EXISTING CULVERT

TO REMAIN

STA. 23+06.72 TO STA. 23+51.72

ALAME

LOOP

12'

SOUTHBOUND

DRIVING

LANE

APPARENT

EXISTING

R/W

VARIES

71.84'-74.24'

PROPOSED TYPICAL SECTION 4 - ALAME LOOP

STA. 100+32.35 TO STA. 101+41.35

VARIES 12'

NORTHBOUND

DRIVING

LANE

VARIES

APPARENT

EXISTING

R/W

4:14:1

4'2'

EXISTING EXISTING

PAVEMENT

SECTION 1

AVENIDA

DEL FUEGO

4'4'

PAVEMENT

SECTION 2

PAVEMENT

SECTION 2

4:1 PAVEMENT

SECTION 1

RILEY

AVE

12'

SOUTHBOUND

DRIVING

LANE

APPARENT

EXISTING

R/W

50'

PROPOSED TYPICAL SECTION 3 - RILEY AVENUE

STA. 50+54.59 TO STA. 51+34.59

TRANSITION

STA. 51+34.59 TO STA. 52+23.60 (RILEY PLACE DRIVEWAY)

VARIES 12'

NORTHBOUND

DRIVING

LANE

VARIES

APPARENT

EXISTING

R/W

4:14:1

4' 2'

EXISTING EXISTING

2'4'

NEAT VERTICAL

SAWCUT NEAT VERTICAL

SAWCUT

NEAT VERTICAL

SAWCUT

NEAT VERTICAL

SAWCUT

PAVEMENT

SECTION 2

VARIES

PAVEMENT

SECTION 1

NOTES

* MATCH ADJACENT LANE SLOPE

NOTES

* MATCH ADJACENT LANE SLOPE

NOTES

* MATCH ADJACENT LANE SLOPE

NOTES

* MATCH ADJACENT LANE SLOPE

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SHEET NO. 2-3PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: 2021-040-002

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C H

ESTIMATED SURFACING FACTORS

ITEM

PG 76-22

HMA SP-IV

% BY WT OF

TOTAL MIX

TACK COAT

SECT. 407

GAL/SY

PRIME COAT

SECT. 408

GAL/SY

HYDRATED

LIME

UNIT

WEIGHT

LBS/CY

GALLONS/

TON

HOT MIX ASPHALT SP-IV 5.80% * 1.00% * 3836 **

ASPHALT MATERIAL FOR TACK COAT 0.08 * 240

PRIME COAT MATERIAL 0.45 * 240

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.

SURFACING SCHEDULE

207000 414000 416104 * * 407000 408100

SUBGRADE PREPARATION COLD MILLING (ASPHALT) MINOR PAVEMENT TYPE I, HMA SP-IV

PG 76-22

ASPHALT

MATERIAL

HYDRATE

D LIME

ASPHALT MATERIAL FOR TACK

COAT PRIME COAT MATERIAL

STATION TO STATION LOCATION DESCRIPTION LENGTH

(FT)

AVG. WIDTH

(FT) SY AVG WIDTH

(FT)

DEPTH

(IN) SY SYIN AVG WIDTH (FT) DEPTH

(IN) SY TON TON TON

AVG

WIDTH

(FT)

SY TON AVG

WIDTH (FT) SY TON

ALIGNMENT: AVENIDA DEL FUEGO

10+49.56 14+82.27 EB PAVMENT SECTION 1 432.71 2.00 96.16 2.00 4.00 96.16 20.49 1.19 0.20 2.00 96.16 0.03 2.00 96.16 0.18 10+49.56 15+41.27 EB PAVEMENT SECTION 2 491.71 2.00 2.00 109.27 218.54 2.00 2.00 109.27 11.64 0.68 0.12 2.00 109.27 0.04 10+49.56 14+82.27 EB SURFACING TAPER 432.71 1.46 70.20 0.73 4.00 35.10 7.48 0.43 0.07 0.73 35.10 0.01 1.46 70.20 0.13 10+49.56 11+50.00 WB PAVMENT SECTION 1 100.44 7.00 78.12 7.00 4.00 78.12 16.65 0.97 0.17 7.00 78.12 0.03 7.00 78.12 0.15 10+49.56 11+50.00 WB PAVEMENT SECTION 2 100.44 2.00 2.00 22.32 44.64 2.00 2.00 22.32 2.38 0.14 0.02 2.00 22.32 0.01 10+49.56 11+50.00 WB SURFACING TAPER 100.44 1.46 16.29 0.73 4.00 8.15 1.74 0.10 0.02 0.73 8.15 0.00 1.46 16.29 0.03 11+50.00 14+82.27 WB PAVMENT SECTION 1 332.27 2.00 73.84 2.00 4.00 73.84 15.74 0.91 0.16 2.00 73.84 0.02 2.00 73.84 0.14 11+50.00 14+82.27 WB PAVEMENT SECTION 2 332.27 2.00 2.00 73.84 147.68 2.00 2.00 73.84 7.87 0.46 0.08 2.00 73.84 0.02 11+50.00 14+82.27 WB SURFACING TAPER 332.27 1.46 53.90 0.73 4.00 26.95 5.74 0.33 0.06 0.73 26.95 0.01 1.46 53.90 0.10 14+82.27 15+41.27 EB LA LUNA PLACE DRIVEWAY 59.00 CALC 95.84 CALC 4.00 95.84 20.43 1.18 0.20 CALC 95.84 0.03 CALC 95.84 0.18 19+22.83 19+82.98 WB ESTRELLA PLACE DRIVEWAY 60.15 CALC 85.56 CALC 4.00 85.56 18.23 1.06 0.18 CALC 85.56 0.03 CALC 85.56 0.16 22+83.72 23+83.72 EB PAVMENT SECTION 1 100.00 2.00 22.22 2.00 4.00 22.22 4.74 0.27 0.05 2.00 22.22 0.01 2.00 22.22 0.04 22+83.72 23+83.72 EB PAVEMENT SECTION 2 100.00 2.00 22.22 2.00 2.00 22.22 44.44 2.00 2.00 22.22 2.37 0.14 0.02 2.00 22.22 0.01 22+83.72 23+83.72 EB SURFACING TAPER 100.00 1.46 16.22 0.73 4.00 8.11 1.73 0.10 0.02 0.73 8.11 0.00 1.46 16.22 0.03

ALIGNMENT: RILEY AVE

50+54.59 51+34.59 WB PAVMENT SECTION 1 80.00 2.00 17.78 2.00 4.00 17.78 3.79 0.22 0.04 2.00 17.78 0.01 2.00 17.78 0.03 50+54.59 52+23.60 WB PAVEMENT SECTION 2 169.01 2.00 2.00 37.56 75.12 2.00 2.00 37.56 4.00 0.23 0.04 2.00 37.56 0.01 50+54.59 51+34.59 WB SURFACING TAPER 80.00 1.46 12.98 0.73 4.00 6.49 1.38 0.08 0.01 0.73 6.49 0.00 1.46 12.98 0.02 51+34.59 52+23.60 WB RILEY PLACE 89.01 CALC 144.01 CALC 4.00 144.01 30.69 1.78 0.31 CALC 144.01 0.05 CALC 144.01 0.27

ALIGNMENT: ALAME LOOP

100+32.35 101+41.35 NB PAVMENT SECTION 1 109.00 2.00 24.22 2.00 4.00 24.22 5.16 0.30 0.05 2.00 24.22 0.01 2.00 24.22 0.05 100+32.35 101+41.35 NB PAVEMENT SECTION 2 109.00 2.00 2.00 24.22 48.44 2.00 2.00 24.22 2.58 0.15 0.03 2.00 24.22 0.01 100+32.35 101+41.35 NB SURFACING TAPER 109.00 1.46 17.68 0.73 4.00 8.84 1.88 0.11 0.02 0.73 8.84 0.00 1.46 17.68 0.03

SAN LUCAS AVE

PAVMENT SECTION 1 136.17 36.00 544.67 36.00 4.00 544.67 116.07 6.73 1.16 36.00 544.67 0.18 36.00 544.67 1.02

SUBTOTAL: 1,391.91 289.43 578.86 302.78 17.56 1.85 0.52 2.57

TOTAL: 1,391.91 289.43 578.86 302.78 17.56 3.03 0.52 2.57

USE: 1,500 300 600 310 20 4 1 3

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.

N D

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PROJECT CONTROL NUMBER: 2021-040-002

C N

M P

R O

U S

Q U

U C

E Q

CONSTRUCTION ENGINEERING & LUMP SUM ITEMS

NMDOT ITEM

NO. DESCRIPTION UNITS

201000 CLEARING AND GRUBBING LS

618000 TRAFFIC CONTROL MANAGEMENT LS

618011 PUBLIC AWARENESS LS

621000 MOBILIZATION 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

ALIGNMENT: AVENIDA DEL FUEGO

10+49.56 - 14+82.27 32.05 32.05 10+49.56 - 11+50.00 7.44 7.44 11+50.00 - 14+82.27 24.61 24.61 22+83.72 - 23+83.72 1.20 1.20 14+82.27 - 15+41.27 31.95 31.95 19+22.83 - 19+82.98 28.52 28.52

SUBTOTAL 125.77 SUBTOTAL 0.00 65.31

ALIGNMENT: RILEY AVE

50+54.59 - 51+34.59 5.93 5.93 51+34.59 - 52+23.60 48.00 48.00

SUBTOTAL 53.93 SUBTOTAL 0.00 60.47

ALIGNMENT: ALAME LOOP

100+32.35 - 101+41.35 8.07 8.07

SUBTOTAL 8.07 SUBTOTAL 0.00 53.93

SAN LUCAS AVE

- 32.40 32.4 32.40 0.00

SUBTOTAL 32.40 SUBTOTAL 32.40 0.00

TOTAL: 220.18 32.40

USE 230 40

NOTES:

1. UNCLASSIFIED EXCAVATION QUANTITY DOES NOT INCLUDE REMOVAL OF SURFACING. REMOVAL OF SURFACING WILL BE PAID FOR UNDER ITEM 601110 "REMOVAL OF SURFACING."

2. NO CONSTRUCTION WASTE OR DEBRIS SHALL BE ALLOWED IN THE ROADWAY EMBANKMENT.

3. ROADWAY EMBANKMENT MATERIAL SHALL BE A-2-4 OR BETTER.

REMOVAL OF SURFACING ITEM NO. 601110

STATION TO STATION LENGTH

(L.F.)

AVG. WIDTH

(L.F.)

DEPTH

(IN.)

AREA

( S.Y.) REMARKS

ALIGNMENT: AVENIDA DEL FUEGO

10+49.56 - 14+82.27 432.71 2.00 4 96.16 EB

10+49.56 - 11+50.00 100.44 2.00 4 22.32 WB

11+50.00 - 14+82.27 332.27 2.00 4 73.84 WB

14+82.27 - 15+41.27 4 95.84 LA LUNA PLACE DRIVEWAY

19+22.83 - 19+82.98 4 85.56 ESTRELLA PLACE DRIVEWAY

22+83.72 - 23+83.72 100.00 2.00 4 22.22 EB

ALIGNMENT: RILEY AVE

50+54.59 - 51+34.59 80.00 2.00 4 17.78 WB

51+34.59 - 52+23.60 4 144.01 RILEY PLACE

ALIGNMENT: ALAME LOOP

100+32.35 - 101+41.35 109.00 2.00 4 24.22 NB

SAN LUCAS AVE

4 544.67 SAN LUCAS AND CHARMATIN INTERSECTION

TOTAL 1,126.61

USE 1,150

NOTES:

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

ESTIMATED STRUCTURE QUANTITIES

SHEET NO. STATION STRUCTURE DESCRIPTION

515000 570461 570465 601000 602000 602060 613000

REMARKSREINF.CONC.FOR MINOR

STRUCTURES

36" STORM DRAIN

CULVERT PIPE

36" STORM DRAIN

CULVERT PIPE

END SECTION

REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS

RIPRAP CLASS A RIPRAP CLASS G CLEANING CULVERTS AND

DRAINAGE STRUCTURES

C.Y. L.F. EACH LS C.Y. SQ.Y LS

10-8 FLUME AND RUNDOWN INCLUDING CONNECTION TO EXST. STORM DRAIN 3.8 47.0 1.0 16.9 16.9

PROJECT TOTAL 3.8 47.0 1.0 LS 16.9 16.9 LS

PROJECT USE 4 47 1 LS 17 17 LS

B P

L1 C1

AVENIDA DEL FUEGO GEOMETRY TABLE

NUMBER

LENGTH

547.81'

162.40'

714.78'

BEARING

N59°38'02.88"E

S89°20'56.00"E

TANGENT

83.25'

Δ DELTA

31°01'01.12"

RADIUS

300.00'

N O

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PROJECT CONTROL NUMBER: 2021-040-002

C O

M M

U N

S D

M P

R O

O R

H W

AVENDA DEL FUEGO

APPARENT

EXISTING R/W

AVENIDA DEL FUEGO

S E

E A

B O

V E

M A

E S

U N

C E

C H

C E

DIAM

ANTE PLACE

APPARENT

EXISTING R/W

APPARENT

EXISTING R/W

APPARENT

EXISTING R/W

AVENIDA DEL FUEGO

AVENDA DEL FUEGO

SCALE: 1"=100'

GENERAL NOTES

1. SEE SHEET 3-4 FOR SURVEY

CONTROL MAP.

B P

_ALIGNMENT GEOMETRY TABLE

NUMBER

LENGTH

250.00'

BEARING

N74°35'20.57"E

TANGENT Δ DELTA RADIUS

RILEY AVE

APPARENT

EXISTING R/W

N O

N D

Y O

F R

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PROJECT CONTROL NUMBER: 2021-040-002

C O

M M

U N

S D

M P

R O

O R

RILEY AVE

APPARENT

EXISTING R/W

SCALE: 1"=30'

GENERAL NOTES

102+00

B P

EP 102+50.00

N 1333536.162 E 1497504.016

PT 102+20.38

N 1333527.225 E 1497532.253

ALAME LOOP GEOMETRY TABLE

NUMBER

LENGTH

141.35'

79.03'

29.62'

BEARING

N16°46'34.23"E

N72°26'15.86"W

TANGENT

50.49'

Δ DELTA

90°33'44.63"

RADIUS

50.00'

ALAME LOOP

APPARENT

EXISTING R/W

N O

N D

Y O

F R

O M

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PROJECT CONTROL NUMBER: 2021-040-002

C O

M M

U N

S D

M P

R O

O R

ALAME LOOP

R Y

APPARENT

EXISTING R/W

SCALE: 1"=30'

GENERAL NOTES

N D

Y O

F R

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C N

M P

R O

Y C

O N

L M

B P

X X X

X X X XX

SDSD

STA. 10+49.56, 8.00' R

MATCH EXISTING EL

STA. 10+49.56, 12.00' R

MATCH EXISTING EL

STA. 10+49.56, 8.00' L

MATCH EXISTING EL

STA. 10+49.56, 12.00' L

STA. 10+49.56, 17.00' L

MATCH EXISTING EL

STA. 11+50.00, 17.00' L

MATCH EXISTING EL

STA. 11+50.00, 12.00' L

MATCH EXISTING EL

X X X X X X X X X X X X X X X X

GENERAL NOTES

1. ALL EXISTING DRAINAGE

STRUCTURES/CULVERTS SHALL BE

CLEANED PER NMDOT SPEC.

SECTION 613 AND INCLUDED IN

ITEM NUMBER 613000 CLEANING

CULVERTS AND DRAINAGE

STRUCTURES.

2. ALL DRAINAGE STRUCTURES THAT

WILL BE REMOVED SHALL BE

DISPOSED PER NMDOT SPEC.

SECTION 601 AND INCLUDED IN

ITEM NUMBER 60100 REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS.

LEGEND

NEW ASPHALT PAVEMENT

PER SECTION 1 ON SHEET 2-2

NEAT VERTICAL SAWCUT

FLOW DIRECTION

DITCH FLOWLINE

EXISTING FENCEX

N O

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PROJECT CONTROL NUMBER: 2021-040-002

M A

E S

S E

E B

AVENIDA DEL FUEGO SCALE: 1"=20'

H W

APPARENT

EXISTING R/W

AVENIDA DEL FUEGO

APPARENT

EXISTING R/W

KEYED NOTES

1. CLEAN EXISTING CULVERT.

M A

E S

S E

E N

E X

T S

H E

E T

AVENIDA DEL FUEGO

S E

E A

B O

V E

M A

E S

APPARENT

EXISTING R/W

AVENIDA DEL FUEGO

APPARENT

EXISTING R/W

EXISTING 2 - 2.4' X 1.55'

CMC ELLIPSE TO REMAIN.

PROTECT IN PLACE

SCALE: 1"=20'

C N

M P

R O

R M

T D

EXISTING 18" CMC

TO REMAIN.

PROTECT IN PLACE

X X X X

X X

SD SD SD

STA. 15+21.24, 39.00' R

MATCH EXISTING EL

STA. 14+97.24, 39.00' R

MATCH EXISTING EL

PC STA. 15+21.27, 26.95' R

MATCH EXISTING EL

PT STA. 15+36.27, 12.00' R

MATCH EXISTING EL

STA. 15+41.27, 12.00' R

MATCH EXISTING EL

PT STA. 14+97.27, 27.05' R

MATCH EXISTING EL

PC STA. 14+82.27, 12.00' R

MATCH EXISTING EL

STA. 14+84.43, 17.00' L

MATCH EXISTING CULVERT

PIPE INVERT EL.

STA. 14+82.27, 12.00' L

MATCH EXISTING EL

STA. 14+82.27, 8.00' L

MATCH EXISTING EL

STA. 15+41.27, 8.00' R

MATCH EXISTING EL

STA. 14+82.27, 8.00' R

MATCH EXISTING EL

C1 C2

CURVE TABLE

NUMBER

LENGTH

23.61'

23.52'

TANGENT

15.05'

14.95'

Δ DELTA

90°10'42.12"

89°49'18.95"

RADIUS

15.00'

GENERAL NOTES

1. ALL EXISTING DRAINAGE

STRUCTURES/CULVERTS SHALL BE

CLEANED PER NMDOT SPEC.

SECTION 613 AND INCLUDED IN

ITEM NUMBER 613000 CLEANING

CULVERTS AND DRAINAGE

STRUCTURES.

2. ALL DRAINAGE STRUCTURES THAT

WILL BE REMOVED SHALL BE

DISPOSED PER NMDOT SPEC.

SECTION 601 AND INCLUDED IN

ITEM NUMBER 60100 REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS.

LEGEND

NEW ASPHALT PAVEMENT

PER SECTION 1 ON SHEET 2-2

NEAT VERTICAL SAWCUT

FLOW DIRECTION

DITCH FLOWLINE

EXISTING FENCEX

N O

N D

Y O

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PROJECT CONTROL NUMBER: 2021-040-002

AVENIDA DEL FUEGO SCALE: 1"=20'

S E

E P

R E

U S

S H

E E

T M

N E

U N

AVENIDA DEL FUEGO

APPARENT

EXISTING R/W

APPARENT

EXISTING R/W

APPARENT

EXISTING R/W

KEYED NOTES

1. CLEAN EXISTING CULVERT.

EXISTING 24" CMC

TO REMAIN.

PROTECT IN PLACE

C N

M P

R O

R M

T D

X X X X

X X X X X X X

X X X X X

X X

SDSD

STA. 19+82.98, 7.00' L

MATCH EXISTING EL

STA. 19+82.98, 10.00' L

MATCH EXISTING EL

STA. 19+22.83, 10.00' L

MATCH EXISTING EL

STA. 19+22.85, 7.00' L

MATCH EXISTING EL

PT STA. 19+77.98, 10.00' L

MATCH EXISTING EL

PC STA. 19+27.83, 10.00' L

MATCH EXISTING EL

PT STA. 19+47.83, 30.29' L

MATCH EXISTING EL

STA. 19+47.77, 34.00' L

MATCH EXISTING EL

STA. 19+67.77, 34.00' L

MATCH EXISTING EL

STA. 19+71.64, 16.00' L

MATCH EXISTING

CULVERT PIPE INV. EL.

PC STA. 19+67.98, 19.85' L

MATCH EXISTING EL

CURVE TABLE

NUMBER

LENGTH

31.71'

15.56'

TANGENT

20.29'

9.85'

Δ DELTA

90°50'19.68"

89°09'42.34"

RADIUS

20.00'

10.00'

GENERAL NOTES

1. ALL EXISTING DRAINAGE

STRUCTURES/CULVERTS SHALL BE

CLEANED PER NMDOT SPEC.

SECTION 613 AND INCLUDED IN

ITEM NUMBER 613000 CLEANING

CULVERTS AND DRAINAGE

STRUCTURES.

2. ALL DRAINAGE STRUCTURES THAT

WILL BE REMOVED SHALL BE

DISPOSED PER NMDOT SPEC.

SECTION 601 AND INCLUDED IN

ITEM NUMBER 60100 REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS.

LEGEND

NEW ASPHALT PAVEMENT

PER SECTION 1 ON SHEET 2-2

NEAT VERTICAL SAWCUT

FLOW DIRECTION

DITCH FLOWLINE

EXISTING FENCEX

N O

N D

Y O

F R

O M

M U

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PROJECT CONTROL NUMBER: 2021-040-002

C E

AVENIDA DEL FUEGO SCALE: 1"=20'

AVENIDA DEL FUEGO

APPARENT

EXISTING R/W

APPARENT

EXISTING R/W

KEYED NOTES

1. CLEAN EXISTING CULVERT.

EXISTING 24" CPC

TO REMAIN.

PROTECT IN PLACE

C N

M P

R O

R M

T D

EXISTING 24" CPC

X X X X X

X X X X X X X X X X

X X X X

XXXXXXXX

X X

SD SD

STA. 22+83.72, 8.00' R

MATCH EXISTING EL

STA. 22+83.72, 12.00' R

MATCH EXISTING EL

STA. 23+83.72, 8.00' R

MATCH EXISTING EL

STA. 23+83.72, 12.00' R

MATCH EXISTING EL

STA. 23+88.72, 16.00' R

STA. 23+51.72, 16.00' R

MATCH EXISTING

CULVERT PIPE INV. EL.

STA. 22+93.72, 17.50' R

STA. 23+06.72, 17.00' R

MATCH EXISTING

CULVERT PIPE INV. EL.

STA. 22+76.37, 17.93' R

GENERAL NOTES

1. ALL EXISTING DRAINAGE

STRUCTURES/CULVERTS SHALL BE

CLEANED PER NMDOT SPEC.

SECTION 613 AND INCLUDED IN

ITEM NUMBER 613000 CLEANING

CULVERTS AND DRAINAGE

STRUCTURES.

2. ALL DRAINAGE STRUCTURES THAT

WILL BE REMOVED SHALL BE

DISPOSED PER NMDOT SPEC.

SECTION 601 AND INCLUDED IN

ITEM NUMBER 60100 REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS.

LEGEND

NEW ASPHALT PAVEMENT

PER SECTION 1 ON SHEET 2-2

NEAT VERTICAL SAWCUT

FLOW DIRECTION

DITCH FLOWLINE

EXISTING FENCEX

N O

N D

Y O

F R

O M

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PROJECT CONTROL NUMBER: 2021-040-002

C H

C E

AVENIDA DEL FUEGO SCALE: 1"=20'

AVENIDA DEL FUEGO

APPARENT

EXISTING R/W

APPARENT

EXISTING R/W

KEYED NOTES

1. CLEAN EXISTING CULVERT.

EXISTING 18" CMC TO REMAIN.

PROTECT IN PLACE

APPARENT

EXISTING R/W

C N

M P

R O

R M

T D

EXISTING 24" CPC

TO REMAIN.

PROTECT IN PLACE

EXISTING 24" CPC

N 1320163.261 E 1495661.304

MATCH EXISTING ELSS SS503

N 1320070.709 E 1495657.275

MATCH EXISTING EL

N 1320096.698 E 1495658.033

MATCH EXISTING EL

N 1320027.153 E 1495657.336

MATCH EXISTING EL

N 1320026.104 E 1495693.321

MATCH EXISTING EL

N 1320162.212 E 1495697.289

MATCH EXISTING EL

N 1320096.222 E 1495674.356

EL=4886.90'

N 1320070.233 E 1495673.598

EL=4886.90'4887.25

4887.00

4886.75

4886.50

N O

N D

Y O

F R

O M

M U

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R : A

N G

O N

AUG 28, 2023

PRO F ES S I O NA L ENG INEER

NIO NUNEZ-TOVARNE

W MEX ICO

25774

SHEET NO. 10-5PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: 2021-040-002

APPARENT EXISTING R/W

C O

M M

U N

S D

M P

R O

R M

T D

C H

SAN LUCAS AVENUE

KEYED NOTES

1. BUILD CONCRETE VERTICAL CURB

& GUTTER TYPE B 6"X24" PER

NMDOT STD. DWG 609-01-1/1.

2. BUILD CONCRETE RUNDOWN

FLUME, SEE SHEET 10-8.

3. ADJUST EX MH TO FINAL GRADE.

PER NMDOT SPEC. 662

4. ADJUST EX VALVE TO FINAL

GRADE. PER NMDOT SPEC. 662

LEGEND

PROPOSED PAVEMENT

SECTION 1. SEE SECTION 2.

RIPRAP NMDOT CLASS G

RIPRAP NMDOT CLASS A

NEAT VERTICAL SAWCUT

CONTRACTOR USE ONLY,

GRADING LIMITS.

GENERAL NOTES

SAN LUCAS AVENUE

APPARENT EXISTING R/W

EXISTING 36" SD TO

REMAIN. PROTECT

IN PLACE

SCALE: 1"=20'

SEE SHEET 10-8,

FOR DRAINAGE

CULVERT DETAILS

EXISTING CURB AND

GUTTER TO REMAIN.

PROTECT IN PLACE

EXISTING CURB AND

GUTTER TO REMAIN.

PROTECT IN PLACE

1. ALL EXISTING DRAINAGE

STRUCTURES/CULVERTS SHALL BE

CLEANED PER NMDOT SPEC.

SECTION 613 AND INCLUDED IN

ITEM NUMBER 613000 CLEANING

CULVERTS AND DRAINAGE

STRUCTURES.

2. ALL DRAINAGE STRUCTURES THAT

WILL BE REMOVED SHALL BE

DISPOSED PER NMDOT SPEC.

SECTION 601 AND INCLUDED IN

ITEM NUMBER 60100 REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS.

X X X X X X X X X

X X

XXXXXXXXX XXXX

X X

STA. 50+54.59, 8.00' L

MATCH EXISTING EL

STA. 50+54.59, 12.00' L

MATCH EXISTING EL

PC STA. 51+34.59, 12.00' L

MATCH EXISTING EL

STA. 51+34.59, 8.00' L

MATCH EXISTING EL

PT STA. 52+18.60, 12.00' L

MATCH EXISTING EL

STA. 52+23.60, 12.00' L

MATCH EXISTING EL

STA. 52+23.60, 8.00' L

MATCH EXISTING EL

PT STA. 51+64.59, 42.35' L

MATCH EXISTING EL PC STA. 51+88.60, 41.65' L

MATCH EXISTING EL

STA. 51+88.59, 42.62' L

MATCH EXISTING

C5 C6

CURVE TABLE

NUMBER

LENGTH

47.47'

46.78'

TANGENT

30.35'

29.66'

Δ DELTA

90°39'34.34"

89°20'26.43"

RADIUS

30.00'

GENERAL NOTES

1. ALL EXISTING DRAINAGE

STRUCTURES/CULVERTS SHALL BE

CLEANED PER NMDOT SPEC.

SECTION 613 AND INCLUDED IN

ITEM NUMBER 613000 CLEANING

CULVERTS AND DRAINAGE

STRUCTURES.

2. ALL DRAINAGE STRUCTURES THAT

WILL BE REMOVED SHALL BE

DISPOSED PER NMDOT SPEC.

SECTION 601 AND INCLUDED IN

ITEM NUMBER 60100 REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS.

LEGEND

NEW ASPHALT PAVEMENT

PER SECTION 1 ON SHEET 2-2

NEAT VERTICAL SAWCUT

FLOW DIRECTION

DITCH FLOWLINE

EXISTING FENCEX

N O

N D

Y O

F R

O M

M U

DRAWING FILE: 10PD03.dwg LAYOUT: 10PD03_01

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AUG 28, 2023

PRO F ES S I O NA L ENG INEER

NIO NUNEZ-TOVARNE

W MEX ICO

25774

SHEET NO. 10-6PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: 2021-040-002

SCALE: 1"=20'

APPARENT

EXISTING R/W

APPARENT

EXISTING R/W

APPARENT

EXISTING R/W

RILEY AVENUE

KEYED NOTES

1. RESTORE EXISTING ROADSIDE

DITCH PER TYPICAL SECTIONS ON

SHEET 2-2.

C O

M M

U N

S D

M P

R O

R M

T D

RILEY AVENUE

1 1

X X

102+00

B P

EP 102+50.00

PT 102+20.38

STA. 100+32.35, 8.00' R

MATCH EXISTING EL

STA. 100+32.35, 12.00' R

MATCH EXISTING EL

STA. 100+32.35, 15.00' R

STA. 101+41.35, 15.00' R

STA. 101+41.35, 12.00' R

MATCH EXISTING EL

STA. 101+41.35, 8.00' R

MATCH EXISTING EL

GENERAL NOTES

1. ALL EXISTING DRAINAGE

STRUCTURES/CULVERTS SHALL BE

CLEANED PER NMDOT SPEC.

SECTION 613 AND INCLUDED IN

ITEM NUMBER 613000 CLEANING

CULVERTS AND DRAINAGE

STRUCTURES.

2. ALL DRAINAGE STRUCTURES THAT

WILL BE REMOVED SHALL BE

DISPOSED PER NMDOT SPEC.

SECTION 601 AND INCLUDED IN

ITEM NUMBER 60100 REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS.

LEGEND

NEW ASPHALT PAVEMENT

PER SECTION 1 ON SHEET 2-2

NEAT VERTICAL SAWCUT

FLOW DIRECTION

DITCH FLOWLINE

EXISTING FENCEX

N O

N D

Y O

F R

O M

M U

DRAWING FILE: 10PD03.dwg LAYOUT: 10PD03_02

Au g

R : A

N G

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AUG 28, 2023

PRO F ES S I O NA L ENG INEER

NIO NUNEZ-TOVARNE

W MEX ICO

25774

SHEET NO. 10-7PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: 2021-040-002

APPARENT

EXISTING R/W

R Y

ALAME LOOP

APPARENT

EXISTING R/W

ALAME LOOP SCALE: 1"=20'

KEYED NOTES

1. CLEAN EXISTING CULVERT.

C N

M P

R O

R M

T D

10+00

11+00

11+20

47 LF 36" SD

S=0.31%

. 1 0+

8, .0 0'

: J

B -0

N C

N B

O X

O N

N E

C T

6" S

V O

U T

. 1 0+

2, .0 0'

E N

D O

F S

D P

STA. 10+83.88, 0.00' R

INSTALL: JB-01

JUNCTION BOX

RIM = 4883.82

STA. 10+37.12, 0.00'

END OF SD PIPE

36" SD

N O

N D

Y O

F R

O M

M U

DRAWING FILE: 10PD_PP01.dwg LAYOUT: PP01

Au g

R : A

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AUG 28, 2023

PROFES S I ONA L ENGINEER

DA N IEL A . PFE IFER

W MEX ICO

24053

SHEET NO. 10-8PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: 2021-040-002

KEYED NOTES

1. CONNECT TO CONCRETE

VERTICAL CURB & GUTTER TYPE B

6"X24" PER NMDOT STD. DWG

609-01-1/1.

2. RUNDOWN FLUME TYPE II PER

NMDOT ST DWG 515-03, WITH

RIPRAP OPTION SECTION A-A PER

DWG 515-02-2/2.

3. ADJUST EX MH TO FINAL GRADE.

PER NMDOT SPEC. 662

4. ADJUST EX VALVE TO FINAL

GRADE. PER NMDOT SPEC. 662

5. REMOVE EX 36" SD AND CONC.

RUNDOWN STRUCTURE.

CHAMARTIN AVE

LEGEND

RIPRAP NMDOT CLASS G

RIPRAP NMDOT CLASS A

PAVEMENT

COMPACTED FILL

STORM DRAIN SPILLWAY RUN

HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5'

00 20'10' 00 5'2.5'

L U

FLUME

EROSION CONTROL PAD

NMDOT CLASS A RIPRAP

EX 36" SD

TO REMAIN

EX BASIN

EX GROUND

APPARENT

EXISTING R/W

APPARENT

EXISTING R/W

APPARENT

EXISTING R/W

SCALE: 1"=20'

C N

M P

R O

O R

M D

N S

N A

N D

P R

GENERAL NOTES

EROSION CONTROL PAD

NMDOT CLASS A RIPRAP FLUME

1. ALL EXISTING DRAINAGE

STRUCTURES/CULVERTS SHALL BE

CLEANED PER NMDOT SPEC.

SECTION 613 AND INCLUDED IN

ITEM NUMBER 613000 CLEANING

CULVERTS AND DRAINAGE

STRUCTURES.

2. ALL DRAINAGE STRUCTURES THAT

WILL BE REMOVED SHALL BE

DISPOSED PER NMDOT SPEC.

SECTION 601 AND INCLUDED IN

ITEM NUMBER 60100 REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS.

File details come from the government source that posted it. Updated Apr 10, 2025.