24136C-P_P_WEST_PIPE_260508_0003.pdf

PDF 466 KB Posted

Attached to
Request for Proposal Federal contract opportunity
Solicitation number
140P2026R0008
Issued by
Department of the Interior National Park Service National Office

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This is a technical engineering drawing for road drainage infrastructure. The document is a Plan and Profile sheet for a 42-inch CMP (Corrugated Metal Pipe) culvert project located at Sunset Crater Volcano in New Mexico. The drawing was designed by Stantec Architecture Inc. (Prime) in Chandler, Arizona, with Stantec Consulting Services Inc. (Subcontractor) also in Chandler, Arizona, and was revised on 05-08-2026. The project is identified as Sheet 03 C112 with Drawing Number 039, PMIS/PKG Number 333890 and 196777.

The drawing presents both a plan view and a centerline profile of the culvert installation, detailing the drainage design for the Cochran Gopperton Fully Developed area with Preferred Alternative F3. The profile shows the 42-inch CMP culvert with elevation grades, existing and proposed grading, filter fabric specifications, and various hydraulic and structural details. General notes specify that culvert installation shall conform to FHWA Section 602, that excavation and backfill for culverts shall comply with FP-14 Section 206, and that all storm drain pipe shall be in accordance with specifications. The drawing includes control notes indicating that all existing and proposed features are for reference only and that local control is established by survey data. The document serves as a reference for construction and engineering purposes related to road drainage infrastructure at this federal site.

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C112

PLAN AND PROFILE

ROAD DRAINAGE

FR 545 CULVERT

COCHRAN

GOPPERTON

FULLY DEVELOPED SD PREFERRED ALT. F3

CENTERLINE PROFILE

42" CMP CULVERT

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 11:18 AM USER: COCHRAN, SCOTT 5/8/2026 11:18 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 WEST.PIPE.DWG

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SCALE 1"=20'

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EXISTING GRADE

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INSTALL 2-BARREL, 42" CMP CULVERT. 70 LF AND 75 LF 10.5' OFF CTR

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APPROXIMATE LIMITS OF GROUND DISTURBANCE

AutoCAD SHX Text INSTALL 2-BARREL, 42" CMP CULVERT (1) 75 lf @ 0.92% 75 lf @ 0.92% (2) 70 lf @ 0.99%70 lf @ 0.99%

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PROTECT IN PLACE EXISTING UTILITY POLE

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VERT.

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HORIZ.

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INV. 7018.34

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INV. 7019.03

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LIMITS OF GRADING

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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

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TREE TO BE REMOVED

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TREE TO BE REMOVED

AutoCAD SHX Text CONTROL NOTES: ALL NORTHING AND EASTING COORDINATES ARE BASED OFF OF LOCAL CONTROL AS ESTABLISHED BY CONTROL POINTS 13, 14, AND 31 AS REFERENCED PER SHEET 04-C102. ROADWAY AND CULVERT CENTERLINES ARE FOR REFERENCE ONLY.

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GENERAL NOTES:

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1. CULVERT INSTALLATIONS SHALL CONFORM TO FP-14 SECTION 602. CORRUGATED METAL PIPES AND ARCHES SHALL BE 12 GAGE 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 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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APPROXIMATE LIMITS OF GROUND DISTURBANCE

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GRAVEL PARKING LIMITS

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EXISTING STORM DRAIN TO BE REMOVED

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GOPPERTON

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CHARLES V.

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Sheets and Views
WEST-PIPE

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