02.25.25_100__DAMON_ST-Engineer Drawing.pdf

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RIO COMMUNITIES BLVD

GOODMAN AVE

47 DAM

ON ST

2155 LOUISIANA BLVD NE,

SUITE 3000

ALBUQUERQUE, NM 87110

(505) 830-5400

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CALL NM ONE-CALL

SYSTEM SEVEN (7) DAYS

PRIOR TO ANY EXCAVATION

PROJECT

LOCATION

VICINITY MAP 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 0.14 MILES

INTENT OF PROJECT

THE SCOPE OF THIS PROJECT IS ROADWAY PAVEMENT REHABILITATION

INDEX OF SHEETS

SHEET NO. DESCRIPTION

1 COVER SHEET, VICINITY MAP, AND INDEX OF SHEETS

2 SUMMARY OF QUANTITIES

3 PROPOSED TYPICAL SECTIONS

4 OVERALL SURVEY CONTROL AND HORIZONTAL LAYOUT PLAN

5 ROADWAY PLAN

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SHEET NO. 2PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: HW2L300355

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SUMMARY OF QUANTITIES

ITEM NO. SHORT DESCRIPTION BID UNIT

ROADWAY CONSTRUCTION ENGINEERING DRAINAGE CONSTRUCTION SIGNING PERMANENT

SIGNING & STRIPING PROJECT TOTAL

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

209000 BLADING AND RESHAPING MILE 1 1

408100 PRIME COAT MATERIAL TON 5 5

416104 MINOR PAVING TYPE I, HMA SP-IV TON 390 390

601110 REMOVAL OF SURFACING S.Y. 2,350 2,350

618000 TRAFFIC CONTROL MANAGEMENT LS LS LS

621000 MOBILIZATION LS LS LS

702810 TRAFFIC CONTROL DEVICES FOR CONSTRUCTION LS LS LS

801000 CONSTRUCTION STAKING BY THE CONTRACTOR LS LS LS

802000 POST CONSTRUCTION PLANS LS LS LS

REMOVAL OF SURFACING ITEM NO. 601110

STATION TO STATION AREA

( S.Y.) REMARKS

ALIGNMENT: DAMON ST

100+26.37 - 107+64.96 2,335.80 DAMON ST

TOTAL 2,335.80

USE 2,350.00

SURFACING SCHEDULE

416104 * * 408100

MINOR PAVING TYPE I, HMA SP-IV PG 76-22

ASPHALT MATERIAL

HYDRATED

LIME PRIME COAT MATERIAL

STATION TO STATION DESCRIPTION

LENGTH

(L.F.)

AVG.

WIDTH

(L.F.)

DEPTH

(IN.)

AREA

(S.Y.) TON TON TON

AVG.

WIDTH

(L.F.)

AREA

(S.Y.) TON

ALIGNMENT: DAMON ST

100+26.37 107+64.96 DAMON STREET 738.59 28.57 3.00 2344.64 374.75 21.74 3.75 28.57 2344.64 4.40

100+26.37 105+16.05 NORTHBOUND TAPER 489.68 0.75 3.00 40.81 6.52 1.50 81.61 0.15

100+26.37 105+28.34 SOUTHBOUND TAPER 501.97 0.75 3.00 41.83 6.69 1.50 83.66 0.16

PROJECT TOTAL: 387.96 21.74 3.75 4.71

PROJECT USE: 390 25 4 5

ESTIMATED SURFACING FACTORS

ITEM

ASPHALT MATERIAL

UNIT WEIGHT HYDRATED

LIME Gallons/

TONPG 76-22 SEC. 408

% BY WT. OF

TOTAL MIX

GALLONS PER

S.Y.

LBS. PER

C.Y.

% BY WT. OF

TOTAL MIX

HMA SP-IV COMPLETE 5.8% ** 3836 ** 1.00% **

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.

12'

DRIVING

LANE

SOUTHBOUND

MATCH

EXISTING

NORTHBOUND

12'

DRIVING

LANE

DAMON ST

PAVEMENT

SECTION 1

VARIES

14.3'-15.3'

DRIVING

LANE

SOUTHBOUND NORTHBOUND

VARIES

13.8'-16.3'

DRIVING

LANE

DAMON ST

PAVEMENT SECTION 1

PROTECT EXISTING

MOUNTABLE

CURB & GUTTER

MATCH

EXISTING

PAVEMENT SECTION 1

DAMON ST

PRIME

COAT

EXISTING

SUBGRADE

PREPARATION

3" ASPHALT CONCRETE

SUPERPAVE (HMA SP-IV)

PROTECT EXISTING

MOUNTABLE

CURB & GUTTER

PROPOSED TYPICAL SECTION 1

STA. 100+46.37 TO STA. 104+59.37

TRANSITION

STA. 100+26.37 (BOP) TO STA. 100+46.37 (PTS1)

STA. 104+59.37 (PTS1) TO STA. 105+93.77 (PTS2)

PROPOSED TYPICAL SECTION 2

STA. 105+93.77 TO STA. 107+64.96 (EOP)

MATCH

EXISTING

MATCH

EXISTING

VARIES VARIES

EXISINT PAVEMENT SECTION

DAMON ST

2"-3" EXISTING

ASPHALT CONCRETE

SHEET NO. 3PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: HW2L300355

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L1 L2

℄ DAMON ST GEOMETRY TABLE

LINE

L1

L2

LENGTH

576.35'

247.33'

BEARING

N38°46'15.11"W

N33°15'18.63"W

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PROJECT CONTROL NUMBER: HW2L300355

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SURVEY LEGEND

EXISTING EDGE OF ASPHALT

EXISTING MOUNTABLE CURB

SCALE: 1"=80'

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1. EXISTING PLANIMETRIC SURVEY WAS

ESTABLISHED BY PHOTOGRAMMETRY

TRACING. THE ORTHOPHOTOGRAPHY USED IN

THIS PROJECT WAS OBTAINED FROM THE

MRCOG 2022 ORTHOPHOTOGRAPHY

PROJECT. NEITHER MRCOG, NOR ITS

CONTRIBUTING PARTNERS ASSUMES

LIABILITY FOR THE ORTHOPHOTOGRAPHY

USED IN THIS PROJECT. NO WARRANTY,

EXPRESSED, OR IMPLIED, IS MADE BY

MRCOG, NOR ITS CONTRIBUTING PARTNERS

REGARDING THE UTILITY OF THE

ORTHOPHOTOGRAPHY DATA, NOR SHALL THE

ACT OF DISTRIBUTION CONSTITUTE SUCH

WARRANTY.

2. THE ORTHOPHOTO PRODUCT CONFORMS TO

AMERICAN SOCIETY FOR PHOTOGRAMMETRY

AND REMOTE SENSING (ASPRS) CLASS I

STANDARDS FOR 1"=100' HORIZONTAL

MAPPING OR CURRENT ASPRS POSITIONAL

ACCURACY STANDARDS FOR DIGITAL

GEOSPATIAL DATA FOR STANDARD MAPPING

PRODUCT WHERE HORIZONTAL ACCURACY

AT THE 95% CONFIDENCE LEVEL IS LESS

THAN OR EQUAL TO 3 PIXELS. THE

HORIZONTAL ROOT MEAN SQUARE ERROR

(RMSE) IS 0.63 FEET WITH A HORIZONTAL

NATIONAL STANDARD FOR SPATIAL DATA

ACCURACY (NSSDA) 95% CONFIDENCE OF

1.23 FEET OF WELL-DEFINED PRIMARY AERIAL

PHOTOGRAPHY CONTROL.

3. PROJECT CONTROL SPECIFICATIONS:

PROJECT COORDINATE SYSTEMS WERE

ESTABLISHED ON THE NEW MEXICO STATE

PLANE CENTRAL ZONE (3002) PROJECTION

WITH HORIZONTAL DATUM REFERENCED TO

THE NORTH AMERICAN DATUM OF 1983

(NAD83) (2011) (EPOCH:2010.0000), AND

VERTICAL DATUM TO THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88) WITH

UNITS OF U.S. SURVEY FEET, GEOID MODEL

(GEOID18), TRANSVERSE MERCATOR

PROJECTION. BASIS OF BEARING IS IN GRID

BEARINGS. PROJECT COMBINED FACTOR IS

NOT APPLICABLE AND WAS DELIVERED IN

STATE PLANE GRID. FIELD METHODOLOGY:

OPUS SOLUTION AND RTK. EQUIPMENT USED:

TRIMBLE GPS EQUIPMENT. CONTROL SET

DATE: FEBRUARY 24, 2022.

4. CONTROL POINT MONUMENTS NEAREST TO

THIS PROJECT ARE "BH 22-440-03", AND "BH

22-440-04".

5. THE CONTRACTOR SHALL PERFORM A

SEARCH FOR EXISTING STREET SURVEY

MARKERS WITHIN THIS PROJECT'S

CONSTRUCTION LIMITS AND WITHIN THE

EXISTING ROADWAY PRIOR TO PERFORMING

ANY PAVEMENT REMOVAL OR MILLING

OPERATIONS. IF ANY SURVEY MARKERS ARE

FOUND, THEN EACH ONE SHALL BE TIED TO A

MINIMUM OF THREE REFERENCE MARKERS.

UPON THE COMPLETION OF THE PAVEMENT

OPERATIONS, ANY DISTURBED OR

OBLITERATED SURVEY MARKERS SHOULD BE

RE-ESTABLISHED USING THE MEASURED

REFERENCE MARKER TIES. A PLAT OF

SURVEY SHALL BE PREPARED ACCORDING

TO THE MINIMUM STANDARDS FOR

SURVEYING IN NEW MEXICO. THIS PLAT

SHALL ILLUSTRATE AND DESCRIBE THE

NEWLY ESTABLISHED SURVEY MARKERS

ALONG WITH THEIR REFERENCE MARKER

TIES. THE PLAT SHALL BE RECORDED AT THE

VALENCIA COUNTY CLERK'S OFFICE AT 444

LUNA AVENUE, LOS LUNAS, NM 87031.

6. COORDINATE VALUES ARE STATE PLANE

GRID VALUES. UNLESS NOTED OTHERWISE.

SURVEY GENERAL NOTES

CONTROL POINTS

CP NORTHING EASTING DESCRIPTION LOCATION

BH 22-440-03* 1303745.764 1557827.939

2" ALUMINUM CAP STAMPED:

BOHANNAN HUSTON INC 22 440 03

CONTROL POINT

NORTHEAST CORNER OF COMMERCE BLVD

AND COMMERCE BLVD NEAR BELEN, NM

BH 22-440-04* 1278916.089 1504370.643

2" ALUMINUM CAP STAMPED:

BOHANNAN HUSTON INC 22 440 04

CONTROL POINT

NORTHEAST CORNER OF ESCOBAR ST AND

ESCOBAR ST NEAR BELEN, NM

* NOT SHOWN IN PLAN

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STA. 100+26.37, 29.19' L

STA. 100+26.37, 31.55' R

STA. 105+28.34, 46.05' R

STA. 105+56.02, 46.05' R

STA. 107+64.96, 14.41' R

STA. 107+64.96, 14.36' L

STA. 105+16.05, 19.61' L

STA. 104+59.37, 12.00' L

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SHEET NO. 5PROJECT DEVELOPED BY: HDR

PROJECT CONTROL NUMBER: HW2L300355

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KEYED NOTES

1. NEAT VERTICAL SAWCUT EXISTING

PAVEMENT. MATCH NEW SURFACE

TO EXISTING.

2. PROTECT EXISTING MOUNTABLE

CURB AND GUTTER

LEGEND

SAWCUT

EDGE OF ASPHALT

ASPHALT PAVEMENT SECTION.

SEE SHEET 3 FOR PROPOSED

PAVEMENT SECTION DETAILS.

DAMON ST

SCALE: 1"=80'

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PROPOSED TYPICAL 1 PROPOSED TYPICAL 2TRANSITION

TRANSITION

R2 0'

R20' R40' R38'