24136C-P_P_WEST_260508_0003.pdf

PDF 533 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 document is a civil engineering plan and profile drawing for road drainage infrastructure at Sunset Crater Volcano in New Mexico. The drawing, prepared by Stantec Architecture Inc. (Prime) in Chandler, Arizona, with Stantec Consulting Services Inc. as subcontractor, depicts the FR 545 Culvert project with design completion dated May 8, 2026. The plan includes a centerline profile of the FR545 Loop Road showing drainage features, culvert installations, and road reconstruction details across multiple station markers (52+00 through 55+00).

The technical specifications illustrated on the drawing detail a two-barrel, 42-inch corrugated metal culvert installation with associated pavement structural sections, gravel parking limits, and drainage control measures. The drawing references existing and proposed grades, embankment removal areas, and specify that a contractor shall provide traffic control per MUTCD standards and ensure dust control. Additional notes indicate requirements for geotextile placement, specific construction sequencing, and compliance with section 627 earthwork specifications. The project designation is PMIS/PKG NO. 333890, drawing number 196777, sheet 039, with revision dated 05-08-2026, classified as Preferred Alternative F3 with a "Fully Developed SD" status.

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50+00 51+00 52+00 53+00 54+00 55+00

C111

PLAN AND PROFILE

ROAD DRAINAGE

FR 545 CULVERT

COCHRAN

GOPPERTON

FULLY DEVELOPED SD PREFERRED ALT. F3

CENTERLINE PROFILE

FR545 LOOP ROAD

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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FR545 LOOP ROAD

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FR545 LOOP ROAD

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GRAVEL PARKING AREA

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EXISTING ROCK AREA

AutoCAD SHX Text PLOT DATE: 5/8/2026 11:17 AM USER: COCHRAN, SCOTT 5/8/2026 11:17 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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VERT.

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HORIZ.

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EXISTING GRADE

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INSTALL 2-BARREL, 42" CMP CULVERT

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INSTALL RIPRAP D50=12", T=24"

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INSTALL RIPRAP D50=12", T=24"

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CONSTRUCT COMPACTED EARTH BERM ELEV.=7024.2

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APPROXIMATE LIMITS OF GROUND DISTURBANCE

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INSTALL 2-BARREL, 42" CMP CULVERT

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REMOVE AND REPLACE EXISTING ROAD PAVING PER DETAIL, SHEET 03-C111

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REMOVE AND REPLACE EXISTING SIGN

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PROTECT IN PLACE EXISTING UTILITY POLE

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INSTALL 3' DEEP RIPRAP TOEDOWN

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INSTALL 3' DEEP RIPRAP TOEDOWN

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%%USECTION 'A-A'

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VERT.

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HORIZ.

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EDGE OF PAVEMENT

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PROPOSED CULVERTS

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EXISTING GRADE

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%%USECTION 'B-B'

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VERT.

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HORIZ.

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EDGE OF PAVEMENT

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PROPOSED CULVERT

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EXISTING GRADE

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CTL PNT 15 7027.60 CP-15 XAC

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CTL PNT 16 7023.23 CP-16 XAC

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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TACK COAT

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CHIP SEAL AND FOG COAT

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1- " AC (MISC. STR.)12" AC (MISC. STR.)

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2- " AC (MISC. STR.)12" AC (MISC. STR.)

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8" AB (CLASS 3)

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SUBGRADE

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%%UPAVEMENT STRUCTURAL SECTION

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NTS

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TOTAL THICKNESS = 12"

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GENERAL NOTES:

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1. CULVERT CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER FP-14, SECTIONS 156 AND 635. CULVERT CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER FP-14, SECTIONS 156 AND 635. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO NPS 60 DAYS IN ADVANCE OF THE ROAD CLOSURE, FOR NPS AND USFS REVIEW AND APPROVAL. 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. CULVERT STATIONS INDICATE SEPARATION OF CULVERTS TO ALLOW SEPARATION OF PIPES AND THEREBY NOT REQUIRED TO CONFORM WITH "FHWA BRIDGE RECORDING AND CODING GUIDE"FOR INSTALLATION AND MAINTENANCE. 2. EXCAVATION AND BACKFILL FOR CULVERTS, RIPRAP AND CUTOFF WALLS SHALL BE IN CONFORMANCE 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 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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GRAVEL PARKING LIMITS

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INV. 7018.34

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INV. 7018.34

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INV. 7019.03

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INV. 7019.03

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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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