B08_40622956_Attachment_2_100__ELMA_FINAL_CD.pdf

PDF 24 MB Posted Sep 23, 2024

Attached to: ELMA-CREATE UNIVESALLY ACCESSIBLE TRAIL Federal contract opportunity
Solicitation number: 140P1324R0004
Issued by: Department of the Interior National Park Service Intermountain Region

About this file

Written by GovTribe AI · Sep 23, 2024

This document appears to be Attachment 2 to a solicitation for the ELMA-CREATE UNIVESALLY ACCESSIBLE TRAIL project, issued by the Department of the Interior National Park Service Intermountain Region.

The attachment provides details on the 100% complete Construction Documents for the project. It includes information on the scope of work, which is the construction of a universally accessible trail. The document outlines the trail design, including materials, dimensions, and accessibility features. It also includes construction details, technical specifications, and drawings. This appears to be a comprehensive set of construction documents that would be required for the contractor to bid on and execute the project.

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B09_Amendment_5_Attachment_4_DOL_WD_NM20240037_Highway_1_5_24_0005.pdf	PDF	Nov 23, 2024
B09_Amendment_5_Attachment_8_Price_Schedule_REV_11_22_24__0005.xlsx	XLSX spreadsheet	Nov 23, 2024
Sol_140P1324R0004_Amd_0005.pdf	PDF	Nov 23, 2024
B11_40622956_L2-ELMA-DETAILS-L2_3-GABIONSEATWALL-REVISION_0004.pdf	PDF	Nov 7, 2024
Sol_140P1324R0004_Amd_0004.pdf	PDF	Nov 7, 2024
Sol_140P1324R0004_Amd_0003.pdf	PDF	Nov 7, 2024
B11_40622956_Amendment_0003_Q_AND_A_0003.xlsx	XLSX spreadsheet	Nov 7, 2024
Sol_140P1324R0004_Amd_0002.pdf	PDF	Oct 29, 2024
B11_40622956_Q_AND_A_0002.xlsx	XLSX spreadsheet	Oct 29, 2024
Sol_140P1324R0004_Amd_0001.pdf	PDF	Sep 23, 2024
B09_40622956_Amendment_0001_SF30_0001.pdf	PDF	Sep 23, 2024
B09_40622956_Amendment_0001_Solicitation_P1324R0004_0001.pdf	PDF	Sep 23, 2024
B08_40622956_Solicitation_P1324R0004_0001.pdf	PDF	Sep 23, 2024
Sol_140P1324R0004.pdf	PDF	Sep 23, 2024
B08_40622956_Attachment_3_Submittal_List.xlsx	XLSX spreadsheet	Sep 23, 2024
B08_40622956_140P1324R0004_SF18_9_17_24.pdf	PDF	Sep 23, 2024
B08_40622956_Attachment_1_ELMA_306704_Specifications_6-20-2024.pdf	PDF	Sep 23, 2024
B08_40622956_Attachment_4_NM_DOL_WD_NM20240011_3_22_24.pdf	PDF	Sep 23, 2024
B08_40622956_Attachment_5_Past_Performance_Questionnaire_Aug_2021.doc	DOC document	Sep 23, 2024
B08_40622956_Attachment_6_Project_Experience_Questionnaire.pdf	PDF	Sep 23, 2024
B08_40622956_Attachment_8_Price_Schedule.xlsx	XLSX spreadsheet	Sep 23, 2024
B08_40622956_Attachment_7_Subcontracting_Percentage_Worksheet.docx	DOCX document	Sep 23, 2024

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a.:

.le, ULTI-AGENCY

✓ VISITOR C

II ·I\.

I .. 1, VISITOR CENTER

NO SCALE

��--LAVA FLOW

BOUNDARY

EL MALPAIS NATIONAL MONUMENT

SCALE OF MILES

0 2 4 6

I I I

I I

0 2 4 6 8

SCALE OF KILOMETERS

LEGEND

- NATIONAL MONUMENT

BOUNDARY

NATIONAL CONSERVATION

AREA BOUNDARY

- - - - STATE LINE

PAVED ROAD

- - - - - - UNPAVED ROAD

v.c. VISITOR CENTER

• NATURAL OR CULTURAL FEATURE

(El RANGER STATION

(El PARKING

§) PICNIC AREA

SHEET INDEX

SHEET

SUB

SHEET

TITLE OF SHEET

COVER

GENERAL NOTES &

ACCESSIBILITY STANDARDS

co.a DEMO & STAGING AREA PLAN

CO. 1 DEMO PLAN

C0.2 DEMO PLAN

C0.3 DEMO PLAN

C0.4 DEMO PLAN

C1 .0 PARKING LOT PLAN (BASE BID)

C1 .1 PARKING LOT PLAN (ADD ALT)

C1 .2 GRADING PLAN (PARKING LOT)

C1 .3 GRADING PLAN (AMPHITHEATER)

CT)

(J)

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CERRO ENCIERRO

HOYA DE CIBOLA

BRAIDED CAVE

HOYA DE DIABLO

EAST RENDIJA

LOST WOMAN CRATER

TWIN CRATERS

BAT CAVE

HOYA DE INFIERNO

BANDERA CRATER

CERRO RENDIJA

TRADING POST

SUB

SHEET SHEET

31 CS3.2

32 CS3.3

33 L 1.01 34 L1.02 35 L1.03 36 L1 .04 37 L1 .05 38 L1 .06 39 L1 .07 40 L1 .08 41 L1 .09 42 L 1.10

GALLUP

EL MALPAIS

NATIONAL

MONUMENT

WEST CENTRAL

NEW MEXICO

TITLE OF SHEET

40 20 0 40

SCALE OF MILES

JUNCTION CAVE BOARDWALK CROSS-SECTIONS

LANDSCAPE PLAN

BOARDWALK PLAN

1 1

C1 .4 GRADING PLAN (JUNCTION CAVE SPUR) 43 L 1.11 AMPHITHEATER PLAN

C1 .5 POINT TABLES

C1 .6 TYPICAL SECTIONS

C2.1 TRAIL PLAN AND PROFILE

C2.2 TRAIL PLAN AND PROFILE

C2.3 TRAIL PLAN AND PROFILE

C2.4 TRAIL PLAN AND PROFILE

C2.5 TRAIL PLAN AND PROFILE

C2.6 TRAIL PLAN AND PROFILE

C2. 7 TRAIL PLAN AND PROFILE

C2.8 TRAIL PLAN AND PROFILE

C2.9 HORIZONTAL ALIGNMENT TABLES

C2.10 TRAIL WIDENING DETAIL

C3.1 TRAIL CROSS-SECTIONS

C3.2 TRAIL CROSS-SECTIONS

C3.3 TRAIL CROSS-SECTIONS

C4. 1 DETAILS

CS2. 1 PLAN & PROFILE

CS3. 1 JUNCTION CAVE BOARDWALK

CROSS-SECTIONS

04/28/2023

RECOMMENDED: X X/10

Project Manager Date

APPROVED: X X/10

Superintendent Dale

44 L2. 1 45 L2.2 46 L2.3 47 L2.4 48 L2.5 49 L2.6 50 so.a

51 S1 .0

52 S1 .1

53 S1 .2

54 S2.0

55 S2.1

56 S2.2

57 S2.3

58 S2.4

59 S3.0

60 S3.1

61 S3.2

62 S3.3

100% CD

UNITED STATES

SITE DETAILS

AMPHITHEATER DETAILS

SIGN DETAILS

BOARDWALK DETAILS

GENERAL NOTES

JUNCTION CAVE FOUNDATION PLAN

JUNCTION CAVE FOOTING LOCATION PLAN

JUNCTION CAVE FOOTING BOARDWALK PLAN

ABA VIEWING PLATFORM BOARDWALK DETAILS

FOOTBRIDGE PLAN AND DETAILS

BOARDWALK RENDERINGS

TITLE OF PROJECT DRAWING NO.

EL CALDERON TRAIL 103

182945 LOCATION WITHIN PARK

DEPARTMENT OF THE INTERIOR EL CALDERON TRAIL PMIS/PKG NO.

306704 NAME OF PARK

NATIONAL PARK SERVICE EL MALPAIS NATIONAL MONUMENT SHEET

INTERMOUNTAIN REGION REGION COUNTY STATE � BASIC DATA: 103/20,005A 7/90; 103/20,017A 7/90; 103/80,002 12/87; PARK MINI FOLDER; REVISED & REDRAWN 10/92. UPDATED 11/98. SGS.

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1 OF 62 INTERMOUNTAIN CIBOLA NEW MEXICO

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04-28-2023

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AutoCAD SHX Text g:\2022\22-150 nps malpais\cad\sheets\c1.0 nps malpais.dwg DATE:5/4/2023 USER:KKINDLE PLOT SCALE=1:1 DATE:5/4/2023 USER:KKINDLE PLOT SCALE=1:15/4/2023 USER:KKINDLE PLOT SCALE=1:1 USER:KKINDLE PLOT SCALE=1:1KKINDLE PLOT SCALE=1:1 PLOT SCALE=1:11:1

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PARKING LOT PLAN (BASE BID)

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EL MALPAIS NATIONAL MONUMENT

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EL CALDERON TRAIL

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AutoCAD SHX Text GRADING NOTES: 1. REFER TO GRADING PLAN (C1.2) AND POINT TABLES REFER TO GRADING PLAN (C1.2) AND POINT TABLES (C1.5) FOR ADD ALT (ASPHALT PAVING) FINISHED GRADES. SUBTRACT 6" (3" ASPHALT PAVING / 3" BASE COURSE) FOR BASE BID FINISHED GRADES.

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AutoCAD SHX Text g:\2022\22-150 nps malpais\cad\sheets\c1.x nps malpais.dwg DATE:5/4/2023 USER:KKINDLE PLOT SCALE=1:1 DATE:5/4/2023 USER:KKINDLE PLOT SCALE=1:15/4/2023 USER:KKINDLE PLOT SCALE=1:1 USER:KKINDLE PLOT SCALE=1:1KKINDLE PLOT SCALE=1:1 PLOT SCALE=1:11:1

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EL MALPAIS NATIONAL MONUMENT

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EL CALDERON TRAIL

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AutoCAD SHX Text PARKING COUNT PARKING STALLS = 10 10 BUS PARKING STALLS = 2 2 ACCESSIBLE STALLS WITH 5' LOADING = 1 1 ACCESSIBLE STALLS WITH VAN LOADING = 11

GRADING NOTES: 1. REFER TO GRADING PLAN (C1.2) AND POINT TABLES REFER TO GRADING PLAN (C1.2) AND POINT TABLES (C1.5) FOR ADD ALT (ASPHALT PAVING) FINISHED GRADES. SUBTRACT 6" (3" ASPHALT PAVING / 3" BASE COURSE) FOR BASE BID FINISHED GRADES. 2. 2.0% MAX (1.5% NOM) SLOPE ABA PARKING STALLS2.0% MAX (1.5% NOM) SLOPE ABA PARKING STALLS

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AutoCAD SHX Text g:\2022\22-150 nps malpais\cad\sheets\c1.xx grading plan.dwg DATE:5/4/2023 USER:KKINDLE PLOT SCALE=1:1 DATE:5/4/2023 USER:KKINDLE PLOT SCALE=1:15/4/2023 USER:KKINDLE PLOT SCALE=1:1 USER:KKINDLE PLOT SCALE=1:1KKINDLE PLOT SCALE=1:1 PLOT SCALE=1:11:1

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GRADING PLAN (AMPHITHEATER)

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SHEET

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EL MALPAIS NATIONAL MONUMENT

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EL CALDERON TRAIL

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KHK

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GRADING NOTES: 1. 2.0% MAX SLOPE (1.5% NOMINAL) IN ALL DIRECTIONS 2.0% MAX SLOPE (1.5% NOMINAL) IN ALL DIRECTIONS

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DETAILS

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EL MALPAIS NATIONAL MONUMENT

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EL CALDERON TRAIL

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8" PREPARED (SCARIFIED, MOISTURE CONDITIONED, COMPACTED) SUBGRADE

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4" BASE COURSE PER NMOT SPEC. 303

AutoCAD SHX Text 6" PORTLAND CEMENT CONCRETE PAVEMENT NMDOT SPEC. 451, WITH INTEGRAL COLOR (INCL. #4 REBAR @ 24" OCEW)

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* SUMBIT COLORS TO CO FOR SELECTION

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6" BASE COURSE PER NMOT SPEC. 303

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3" HOT MIX ASPHALT PAVEMENT PER NMDOT SPEC. 416

AutoCAD SHX Text NOTES: 1. VERIFY PAVEMENT SECTION W/ GEOTECHNICAL REPORT RECOMMENDATIONS 2. ABC COMPACTION TO BE 93% PER AASHTO T-180 3. HOT MIX ASPHALT COMPACTION TO BE 92-96% THEORETICAL DENSITY

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ADD ALT: ASPHALT PAVEMENT SECTION

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PAVEMENT

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GRAVEL PAVEMENT SECTION

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AutoCAD SHX Text NOTES: 1. POSTS SHALL BE TELESPAR BRAND SQUARE TUBING OR APPROVED POSTS SHALL BE TELESPAR BRAND SQUARE TUBING OR APPROVED EQUAL. 2. POSTS HALL BE COLD ROLLED STEEL WITH PERFORATIONS OF POSTS HALL BE COLD ROLLED STEEL WITH PERFORATIONS OF 7/16" ON ONE INCH CENTERS ON ALL FOUR SIDES.3. POSTS SHALL EMPLOY A YIELDING BREAKAWAY SYSTEM CONSISTING POSTS SHALL EMPLOY A YIELDING BREAKAWAY SYSTEM CONSISTING OF A BASE POST AND SIGN POST. 4. ALL FASTENINGS OF TUBING JOINTS AND CONNECTIONS SHALL ALL FASTENINGS OF TUBING JOINTS AND CONNECTIONS SHALL UTILIZE A MINIMUM OF TWO DRIVE RIVETS UNLESS OTHERWISE SPECIFIED. RIVETS SHALL BE ON ADJOINING FACES OF POSTS NOT OPPOSITE SIDES AND SHALL NOT USE WASHERS. 5. GALAVANIZED COATING SHALL CONFORM TO A.S.T.M SPECIFICATION GALAVANIZED COATING SHALL CONFORM TO A.S.T.M SPECIFICATION A-525,DES. G-90. 6. BASE POST MUST BE DRIVEN WITH A MECHANICAL DRIVER UNLESS BASE POST MUST BE DRIVEN WITH A MECHANICAL DRIVER UNLESS OTHERWISE APPROVED BY THE CO.

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DRIVE RIVET 2-REQUIRED

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AutoCAD SHX Text 2"x2"

AutoCAD SHX Text

12 GUAGE

AutoCAD SHX Text

12 GUAGE

AutoCAD SHX Text 36"

AutoCAD SHX Text

AS REQ.

AutoCAD SHX Text

DRIVE RIVET

AutoCAD SHX Text

WT. ,018/C

AutoCAD SHX Text

AutoCAD SHX Text N.T.S.

TYPICAL SIGN POST DETAIL

29 62

30 62

31 62

32 62

33 62

34 62

35 62

36 62

37 62

38 62

39 62

40 62

41 62

AL2.5

C L2 .6

4242 62

43 62

E L2.1

FL2.1

62 44

----END OF RAMP;

START OF LANDING

.... .... -"'- -"'- ·1

- - ..wtl

L .a. .L

... JL

.JIL ..w.. .JIL ..w.. ..w..

... ... ... ..ti

.._ .JIL. .... ..w.. .1'... \

11-----....;..;.-�......;....;.;...,-__,,�,=

1 .5% MAX. SLOPE

·'--,,-- UTILIZE EXCAVATED ROCKS FROM

PLAN VIEW OF RAIL AT BEND 8' -0" O.C. MAX. I

IL ..w..

...w..o

SITE AND ADD TO COBBLE AREA

co lb n I I')

I-!------- END OF RAMP;

1 START OF LANDING

�I' J/ --3X2X,t" STEEL TU BING ---i...l:::-.......:::._..l, ..... ::-::-::--:=-:=======-=-=-=..::::...::::.�,'\;::: , ======t======--==□ /

I- \ \ �I-----1 �" SCH 40 PIPE; �-t��==========, ll..L.ID l[�-r CAP ENDS; RE 2/L2.2 u 1 '-0" MIN. U

<"F===I 3X3X,t" STEEL POST WITH ·'/.1

:::==I vi_ i

I I 0, I =

• CAP. SEE ENLARGEMENT I')

I') 1 /L2.2; WELD PLATE FOR < � .

..._ I,.

..11 io "'->---<I

-"'- ..u, .JIL. ..w.. .JIL. ..w..

�L

MOUNTING , 'L

�::::====-�::::::13 N J

......... ,L ----------- 2X3X,t" STEEL TU B l � r

�f�:�f �ir-��t-1-tii�iii�iiiiii�ir��\ \ I

I I'

1 1

1 � CRUSHER FINES

1 • LANDING, RE CIVIL I I

--ADJACENT LANDSCAPE

STONE EDGING, TYP.

SECTION

·' I --i-t---- RE C/L2.1 FOR POST

CONNECTION

� _J � ---- EXISTING STONE TO BE ----- REFER TO STRUCTURAL AND CUT AND GROUND TO BE

SECTION

CIVIL FOR CONNECTION TO WALKING SURFACE.

BOARDWALK

A GROUNDSTONE RAMP AND HANDRAIL

L2.2 SCALE A

NOTES:

1. ALL RAILS AND POSTS TO BE GALVANIZED STEEL WITH NATINA FINISH OR APPROVED EQUAL.

2. GRIND ALL WELDS SMOOTH.

3. REFER TO CIVIL FOR SPOT ELEVATIONS.

4. STONE TO BE GROUND TO ELEVATION SHOWN ON GRADING PLAN. SURFACE TO MEET ABA STANDARDS

WITH NO MORE THAN f' DEVIATION. ANY CRACKS ¾"-4" OR VOIDS TO RECEIVE BACKER ROD AND BE GROUTED WITH CONSTRUCTION TENON GROUT OR APPROVED EQUAL. RE SPECS. ALL VOIDS 4" AND

LARGER TO RECEIVE 4" THICK STABILIZED HAND COMPACTED CRUSHER FINES.

8' -0" O.C. MAX.

---3x2X,t" STEEL TUBING

---3X3X,t" STEEL POST W 1TH CAP \ --... I

.----o-lH---1 �" SCH 40 PIPE; CAP I

I I')

ENDS; RE 2/L2.2

-- ¾" GALVANIZED STEEL C

ABLE

M; WITH TENSIONING SYSTE

MAINTAIN NATURAL COLO

ADDED TREATMENTS

R, NO

__ 3X2X,t" STEEL TUBING

----RE STRUCTURAL FOR M

SECTION

@BOARDWALK HANDRAIL

SCALE A

NOTES:

OUNTING

-.....-........ I w

·1')1--- I

ELEVATION

I .._; I ':,. .._; co -. .

I ,..._o I .:i.

I') I I

I') I I I I I I I I I

1. ALL RAILS AND POSTS TO BE GALVANIZED STEEL WITH NATINA FINISH OR APPROVED EQUAL.

2. GRIND ALL WELDS SMOOTH.

1 .5"

.-----1 f' SCH 40 PIPE; CAP

ENDS

--�" SOLID STEEL ROD

ENLARGEMENT 2: HANDRAIL

SCALE B

1 0 1 2 3

PLAN

STABILIZED CRUSHER FINES, TYP.

5' -o" 2· -o"

1.5% MAX. SLOPE ::::--,,_

...:::::,..--4" -6" CLEAN LOCAL COBBLE

,_ __ 2" THICK SAW CUT FLAGSTONE

�" MAXIMUM JOINT WIDTH, FILL WITH

SECTION

@ARMORED DRAINAGE

SCALE A

NOTES:

STABILZED CRUSHER FINES

--4" DEPTH AGGREGATE BASE COMPACTED TO 95% OF MAX.

DENSITY WITH 1 " LEVELING BED PER NMDOT SPEC. 303

----coMPACTED SUBGRADE

STONE EDGING, TYP.

1. FLAGSTONE TO BE SELECT PALLET STONE FROM CANYON STONE AND GRAVEL OR APPROVED

EQUAL. COLOR TO BE BUFF OR APPROVED EQUAL.

2. CONTRACTOR TO PROVIDE C.O. WITH SAMPLE OF IMPORTED SANDSTONE FOR APPROVAL

PRIOR TO CONSTRUCTION.

3. SLOPE TO BE 1.5% MAX. IN ALL DIRECTIONS .

4. STONE EDGING TO BE SANDSTONE SOURCED LOCALLY.

5. STONE EDGING TO BE UNIFORM IN SHAPE WITH NO IRREGULARITIES, POCKETS, OR BULGES

GREATER THAN 1 ".

6. STONE EDGING TO BE PLACED AS TIGHT AS POSSIBLE WITH GAPS NO GREATER THAN �"-

7. IF STONE EDGING MUST BE CUT, FACE SAWN SIDE TOWARD CRUSHER FINES SURFACING.

DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO.

,__'?" '0 LP SITE DETAILS

V) 0

182945 �•l•J

3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL BY C.O. PRIOR TO PRODUCTION. SCALE A 0 ,-.....-_ I 3/4" = 1'-o· AP/ST

L2.2

PMIS/PKG NO. ANN CHRISTENSEN

TECH. REVIEW: 306704 SCALE OF FEET :f

� AC SHEET

EL MALPAIS NATIONAL MONUMENT , DATE:

04/28/2023 100% CD EL CALDERON TRAIL OF 62 45

BL2.3

62 46

62 47

AL2.5

62 48

C L2.6

62 49

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1 0'-0" 0'-0" 7274.33 n/a No 2 - 4'-0" 0'-0" 7274.33 n/a No 3 -7'-6" 0'-0" 7272.76 7274.34 Yes 4 -11'-6" 0'-0" 7273.10 7274.02 Yes 5 -15'-6" 0'-0" 7273.26 7273.70 Yes 6 -19'-6" 0'-0" 7273.13 n/a Yes 7 -23'-6" 0'-0" 7272.60 7273.06 Yes 8 -27'-6" 0'-0" 7270.93 7272.74 Yes 9 -31'-6" 0'-0" 7272.17 n/a Yes

10 -35'-0" 0'-0 5/16" 7271.93 7272.16 No 11 -39'-6 5/16" 0'-6 5/16" 7271.26 7272.06 No 12 -43'-0 1/16" 0'-10 15/16" 7268.93 7271.87 Yes 13 -46'-11 3/4" 1'-4 1/4" 7268.76 7271.55 Yes 14 -50'-11 7/16" 1'-9 9/16" 7269.18 7271.23 Yes 15 -54'-11 3/16" 2'-2 7/8" 7268.51 7270.91 Yes 16 -58'-10 7/8" 2'-8 3/16" 7269.68 7270.59 Yes 17 -62'-10 9/16" 3'-1 7/16" 7268.93 7270.27 Yes 18 -66'-10 5/16" 3'-6 3/4" 7269.26 7269.95 Yes 19 -70'-4" 3'-11 1/4" 7268.26 7269.71 No 20 -75'-9 11/16" 4'-5 5/8" 7268.01 7269.71 No 21 0'-0" 5'-0" 7271.01 7274.58 No 22 -4'-0" 5'-0" 7270.51 7274.58 No 23 -19'-6" 5'-0" 7268.76 7273.38 No 24 -35'-0" 5'-0 5/8" 7270.51 7272.16 No 25 -38'-11 11/16" 5'-5 15/16" 7268.76 7272.06 No 26 -54'-4 9/16" 7'-2 7/16" 7268.26 7270.91 No 27 -69'-4 15/16" 9'-3 1/16" 7264.51 7269.71 No 28 -66'-2 13/16" 9'-4 15/16" 7264.76 7269.47 Yes 29 -62'-2 7/8" 9'-1 11/16" 7265.76 7269.15 Yes 30 -58'-3" 8'-10 1/2" 7267.51 7268.83 Yes 31 -54'-3 1/8" 8'-7 1/4" 7268.26 n/a Yes 32 -50'-3 3/16" 8'-4" 7267.94 n/a Yes 33 -46'-3 5/16" 8'-0 13/16" 7267.62 n/a Yes 34 -42'-3 7/16" 7'-9 9/16" 7267.30 n/a Yes 35 -38'-9 1/2" 7'-6 3/4" 7267.04 n/a No 36 -33'-4 5/16" 7'-2 3/8" 7266.94 n/a No 37 -29'-10 13/16" 7'-10 1/2" 7266.74 n/a Yes 38 -26'-4 3/16 8'-7 1/16" 7266.47 n/a No 39 -22'-5 1/8" 9'-4 1/2" 7266.37 n/a No 40 -18'-11 15/16" 10'-0 13/16" 7266.18 n/a Yes 41 -15'-0 7/8" 10'-10 1/4" 7265.86 n/a Yes 42 -11'-1 13/16" 11'-7 11/16" 7265.54 n/a Yes 43 -7 2 3/4" 12'-5 3/16" 7265.22 n/a Yes 44 -3'-3 11/16" 13'-2 5/8" 7264.90 n/a Yes 45 0'-7 3/8" 14'-0 1/16" 7264.58 n/a Yes 46 4'-6 7/16" 14'-9 9/16" 7264.26 n/a Yes 47 7'-11 13/16" 15'-4 1/16" 7264.02 n/a No 48 12'-5 15/16" 15'-3 1/4" 7263.26 7264.27 No 49 15'-10 3/16" 15'-2 5/8" 7263.26 7264.27 No 50 20'-10 3/16" 15'-1 11/16" 7261.51 7261.98 No 51 25'-9" 15'-0 3/4" 7260.76 7261.98 No 52 29'-6" 15'-0 1/16" 7259.01 7259.98 No 53 34'-0" 14'-11 3/16" 7257.76 7259.98 No 54 -74'-10 7/16" 15'-1 1/16" 7262.76 7269.71 No 55 -69'-4 5/8" 14'-7 3/4" 7264.26 7269.71 No 56 -65'-10 3/4" 14'-4 13/16" 7264.76 7269.47 Yes 57 -61'-10 7/8" 14'-1 9/16" 7265.76 7269.15 Yes 58 -57'-10 15/16" 13'-10 5/16" 7268.58 n/a Yes 59 -53'-11 1/16" 13'-7 1/8" 7268.26 n/a Yes 60 -49'-11 3/16" 13'-3 7/8" 7267.94 n/a Yes 61 -45'-11 5/16" 13'-0 11/16" 7267.62 n/a Yes 62 -41'-11 3/8" 12'-9 7/16" 7267.30 n/a Yes 63 -38'-5 1/2" 12'-6 5/8" 7267.04 n/a No 64 -34'-5 7/16" 12'-3 3/8" 7266.94 n/a No 65 -30'-10 5/8" 12'-9 5/16" 7266.74 n/a Yes 66 -27'-4" 13'-5 7/8" 7266.47 n/a No 67 -23'-4 15/16" 14'-3 5/16" 7266.37 n/a No 68 -19'-11 3/4" 14'-11 5/8" 7266.18 n/a Yes 69 -16'-0 11/16" 15'-9 1/16" 7265.86 n/a Yes 70 -12'-1 5/8" 16'-6 9/16" 7265.54 n/a Yes 71 -8'-2 5/8" 17'-4" 7265.22 n/a Yes 72 -4'-3 9/16" 18'-1 7/16" 7264.90 n/a Yes 73 -0'-4 1/2" 18'-10 15/16" 7264.58 n/a Yes 74 3'-6 9/16" 19'-8 3/8" 7264.26 n/a Yes 75 6'-11 11/16" 20'-4 5/16" 7264.02 n/a No 76 7'-7 3/4" 24'-7 1/8" 7263.73 n/a No 77 7'-8 9/16" 28'-7 1/8" 7263.26 7263.98 No 78 12'-6 15/16" 20'-3 1/4" 7262.51 7263.98 No 79 12'-7 3/4" 24'-6 3/16" 7263.26 7263.98 No 80 12'-9" 31'-0 3/16" 7263.26 7263.98 Yes 81 12'-10 5/16" 37'-7 5/8" 7254.76 7263.98 No 82 15'-11 1/8" 20'-2 5/8" 7262.10 7263.98 No 83 20'-5 1/8" 20'-1 13/16" 7261.76 7261.98 No 84 25'-9 7/8" 20'-0 13/16" 7260.26 7261.98 No 85 29'-0 15/16" 20'-0 3/16" 7258.76 7259.98 No 86 38'-8 5/8" 19'-6 1/16" 7254.26 7259.98 No 87 38'-9 3/4" 25'-2 9/16" 7253.76 7259.98 No 88 25'-8 7/8" 30'-0 13/16" 7258.51 7261.98 No 89 29'-2 13/16" 30'-0 1/8" 7256.51 7259.98 No 90 34'-2 7/8" 29'-11 3/16" 7255.76 7259.98 No 91 25'-10 13/16" 40'-2 11/16" 7261.26 7261.98 No 92 29'-5 3/16" 42'-4 3/8" 7252.26 7259.98 No 93 34'-5 1/4" 42'-3 7/16" 7253.76 7259.98 No

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54 62

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55 62

-1

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56 62

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62 62

X-ELMA-COVER-Layout1-sm

Layout1

L1.0-ELMA-Layout-GN-sm

22-150 NPS MALPAIS_100% CD CIVIL-sm

C0.0 DEMO & STAGING AREA PLAN

C2.1 DEMO PLAN

C0.2 DEMO PLAN

C0.3 DEMO PLAN

C0.4 DEMO PLAN

C1.0 PARKING LOT PLAN (BASE BID)

C1.1 PARKING LOT PLAN (ADD ALT)

C1.2 GRADING PLAN (PARKING LOT)

C1.3 GRADING PLAN (AMPHITHEATER)

C1.4 GRADING PLAN (JUNCTION CAVE SPUR)

C1.5 POINT TABLES

C1.6 TYPICAL SECTIONS

C2.1 TRAIL PLAN & PROFILE

C2.2 TRAIL PLAN & PROFILE

C2.3 TRAIL PLAN & PROFILE

C2.4 TRAIL PLAN & PROFILE

C2.5 TRAIL PLAN & PROFILE

C2.6 TRAIL PLAN & PROFILE

C2.7 TRAIL PLAN & PROFILE

C2.8 TRAIL PLAN & PROFILE

C2.9 HORIZONTAL ALIGNMENT TABLES

C2.10 TRAIL WIDENING DETAIL

C3.1 TRAIL CROSS-SECTIONS

C3.2 TRAIL CROSS-SECTIONS

C3.3 TRAIL CROSS-SECTIONS

C4.1 DETAILS

CS2.1 PLAN & PROFILE

CS3.1 JUNCTION CAVE BOARDWALK CROSS-SECTIONS

CS3.2 JUNCTION CAVE BOARDWALK CROSS-SECTIONS

CS3.3 JUNCTION CAVE BOARDWALK CROSS-SECTIONS

ELMA-100-LA-CD-sm

L1.0-ELMA-Layout-L101

Sheets and Views

L1.0-ELMA-Layout-L101

L1.0-ELMA-Layout-L102

Sheets and Views

L1.0-ELMA-Layout-L102

L1.0-ELMA-Layout-L103

Sheets and Views

L1.0-ELMA-Layout-L103

L1.0-ELMA-Layout-L104

Sheets and Views

L1.0-ELMA-Layout-L104

L1.0-ELMA-Layout-L105

Sheets and Views

L1.0-ELMA-Layout-L105

L1.0-ELMA-Layout-L106

Sheets and Views

L1.0-ELMA-Layout-L106

L1.0-ELMA-Layout-L107

Sheets and Views

L1.0-ELMA-Layout-L107

L1.0-ELMA-Layout-L108

Sheets and Views

L1.0-ELMA-Layout-L108

L1.0-ELMA-Layout-L109

Sheets and Views

L1.0-ELMA-Layout-L109

L110

L1.0-ELMA-Layout-L111

Sheets and Views

L1.0-ELMA-Layout-L111

L2-ELMA-DETAILS-L2.1

Sheets and Views

L2-ELMA-DETAILS-L2.1

L2-ELMA-DETAILS-L2.2

Sheets and Views

L2-ELMA-DETAILS-L2.2

L2-ELMA-DETAILS-L2.3

Sheets and Views

L2-ELMA-DETAILS-L2.3

L2.4

L2.5

L2-ELMA-DETAILS-L2.6

Sheets and Views

L2-ELMA-DETAILS-L2.6

22-150 NPS Malpais - 100% CD STRUCT-sm

22-150 NPS Malpais - 100% CD STRUCT for DHM

22-150 NPS Malpais - S3.0-S3.3

L2-ELMA-DETAILS-L2.6.pdf

Sheets and Views

L2-ELMA-DETAILS-L2.6

L2-ELMA-DETAILS-L2.5.pdf

Sheets and Views

L2-ELMA-DETAILS-L2.5

L2-ELMA-DETAILS-L2.4.pdf

Sheets and Views

L2-ELMA-DETAILS-L2.4

L2-ELMA-DETAILS-L2.3.pdf

Sheets and Views

L2-ELMA-DETAILS-L2.3

L2-ELMA-DETAILS-L2.2.pdf

Sheets and Views

L2-ELMA-DETAILS-L2.2

L2-ELMA-DETAILS-L2.1.pdf

Sheets and Views

L2-ELMA-DETAILS-L2.1

L1.0-ELMA-Layout-L110.pdf

Sheets and Views

L1.0-ELMA-Layout-L110

L1.0-ELMA-Layout-GN.pdf

Sheets and Views

22-150 NPS Malpais - 100% CD STRUCT.pdf

22-150 NPS Malpais - CD 2023-03-30

22-150 NPS Malpais - S3.0-S3.3

File details come from the government source that posted it. Updated Sep 23, 2024.