24136C-P_P_CENTER_PIPE_260508_0003.pdf

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Attached to
Request for Proposal
Solicitation number
140P2026R0008
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This is an architectural plan and profile drawing for road drainage infrastructure at Sunset Crater Volcano National Monument in New Mexico. The document is Sheet 1 of a design package (Drawing No. C112, PMIS/PKG No. 333890/196777) prepared by Stantec Architecture Inc. (prime contractor in Chandler, Arizona) with Stantec Consulting Services Inc. as subcontractor. The drawing is dated 05/08/2026 and labeled as Preferred Alternative B2.

The plan depicts the Bonito Meadow Culvert design as a fully developed project, showing detailed plan and profile views of the road drainage system. Key design elements visible include culvert installation specifications, ground disturbance limits, riprap installation details, existing road pavement removal and replacement notes, and various drainage components with coordinate references. The drawing includes general notes addressing culvert installations, section specifications (902, 904, 905), metal pipe and arches requirements (12-gauge galvanized materials per Section 602), and references to construction standards and control points. The profile section at the bottom illustrates elevation changes, grade breaks, and structural details across the drainage corridor. This technical drawing serves as a construction document for the road drainage project at the national monument location.

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COCHRAN

GOPPERTON 04

C112

PLAN AND PROFILE

ROAD DRAINAGE

BONITO MEADOW CULVERT

FULLY DEVELOPED SD PREFERRED ALT. B2

OF

DESIGNED:

05/08/2026

A/E FIRM SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS / PKG NO.

SHEET

CADD:

TECH. REVIEW:

DATE:

SUNSET CRATER VOLCANO N.M.

333890

196777

R

PRIME:

STANTEC

ARCHITECTURE INC.

CHANDLER, AZ

SUBCONTRACTOR:

STANTEC CONSULTING

SERVICES INC.

CHANDLER, AZ

REVISED 05-08-20261

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AutoCAD SHX Text PLOT DATE: 5/8/2026 11:20 AM USER: COCHRAN, SCOTT 5/8/2026 11:20 AM USER: COCHRAN, SCOTT USER: COCHRAN, SCOTT COCHRAN, SCOTT C:\USERS\SCOCHRAN\DC\ACCDOCS\STANTEC CONSULTING\203724136_NPS_SUNSET_CRATER\PROJECT FILES\SUCR\333890\CAD V2023 DRAWINGS\CIVIL\24136C-P&P CENTER.PIPE.DWG

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SCALE 1"=10'

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VERT.

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HORIZ.

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EXISTING GRADE

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INV. 6919.70

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INV. 6920.30

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GENERAL NOTES:

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(TO BE REMOVED)

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INSTALL 5-BARREL, 42" X 29" CMP ARCH CULVERT @ 9.25' OC.

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(TO BE REMOVED)

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APPROXIMATE LIMITS OF GROUND DISTURBANCE

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INSTALL RIPRAP D50=12", T=24"

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INSTALL 5-BARREL, 42" X 29" CMP ARCH CULVERT 48 LF @ 1.28%

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RIPRAP APRON

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20' RIPRAP APRON

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(TO BE REMOVED)

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REMOVE AND REPLACE EXISTING ROAD PAVING PER PAVING DETAIL SHEET 04-C111.

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INSTALL RIPRAP D50=12", T=24"

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LIMITS OF GRADING

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LIMITS OF GRADING

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FILTER FABRIC

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FILTER FABRIC

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INSTALL 3' DEEP RIPRAP TOEDOWN

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INSTALL 3' DEEP RIPRAP TOEDOWN

AutoCAD SHX Text CONTROL NOTES: ALL NORTHING AND EASTING COORDINATES ARE BASED OFF OF LOCAL CONTROL AS ESTABLISHED BY CONTROL POINTS 15, 16, AND 30 AS REFERENCED PER SHEET 03-C102. ROADWAY AND CULVERT CENTERLINES ARE FOR REFERENCE ONLY.

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STA 1+12 TO 2+25 CONSTRUCT 2' DEEP CONCRETE CUTOFF WALL PER ADOT C-19.10L

AutoCAD SHX Text STA 1+12 TO 2+25 CONSTRUCT 4' DEEP CONCRETE CUTOFF WALL PER ADOT C-19.10L WEEP HOLES AND DEPTH GAUGES ARE NOT REQUIRED.

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1. CULVERT INSTALLATIONS SHALL CONFORM TO FP-14 SECTION 602. CORRUGATED METAL PIPES AND ARCHES SHALL BE 12 GAGE GALVANIZED CULVERT INSTALLATIONS SHALL CONFORM TO FP-14 SECTION 602. CORRUGATED METAL PIPES AND ARCHES SHALL BE 12 GAGE GALVANIZED STEEL WITH FLARED END SECTIONS IN CONFORMANCE WITH FP-14 SECTION 707.2. 2. EXCAVATION AND BACKFILL FOR CULVERTS, RIPRAP AND CUTOFF WALLS SHALL BE IN CONFORMANCE WITH FP-14 SECTION 209. EXCAVATION AND BACKFILL FOR CULVERTS, RIPRAP AND CUTOFF WALLS SHALL BE IN CONFORMANCE WITH FP-14 SECTION 209. 3. REPAIR EXISTING PAVEMENT AREAS PER FP-14 SECTION 418.04. ASPHALT CONCRETE SHALL CONFORM TO 403.02. CHIP SEAL SHALL REPAIR EXISTING PAVEMENT AREAS PER FP-14 SECTION 418.04. ASPHALT CONCRETE SHALL CONFORM TO 403.02. CHIP SEAL SHALL CONFORM TO SECTION 407. PRIME AND TACK COAT SHALL CONFORM TO SECTIONS 411 AND 412. 4. EARTHWORK SHALL CONFORM TO FP-14 FOLLOWING SECTIONS: EARTHWORK SHALL CONFORM TO FP-14 FOLLOWING SECTIONS: A. SECTION 204 EXCAVATION AND EMBANKMENT SECTION 204 EXCAVATION AND EMBANKMENT B. SECTION 207 EARTHWORK GEOSYNTHETICS SECTION 207 EARTHWORK GEOSYNTHETICS C. SECTION 251 RIPRAP, CLASS 3 PER SECTION 704 SECTION 251 RIPRAP, CLASS 3 PER SECTION 704 5. APPLY NATIVE PLANT SEED TO ALL DISTURBED AREAS AT COMPLETION OF PROJECT.

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PROTECT IN PLACE EXISTING SIGN

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GOPPERTON

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CHARLES V.

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Sheets and Views
CENTER PIPE

File details come from the government source that posted it. Updated .