24136C-P_P_CENTER_260508_0003.pdf

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Request for Proposal
Solicitation number
140P2026R0008
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This is a plan and profile drawing for road drainage construction at Sunset Crater Volcano National Monument in New Mexico. The document is Sheet 04 (C111) of a design package for the Bonito Meadow Culvert project on FR545 Loop Road, prepared by Stantec Architecture Inc. (prime contractor) and Stantec Consulting Services Inc. (subcontractor), both located in Chandler, Arizona. The drawing was designed on 05/08/2026 and revised on the same date.

The plan and profile sheet depicts the centerline profile and drainage infrastructure for the fully developed Preferred Alternative B2 design. Key features shown include existing grade conditions, limits of repair downstream and upstream, culvert installation details with specific dimensions, embankment and backfill requirements, and pavement structural sections. The drawing specifies control notes addressing existing and re-establishing local control, roadway and culvert centerlines for reference only, and contractor obligations regarding traffic control, utility coordination, and installation procedures. The construction includes removal of existing road sections, concrete outlet installation, deep riprap placement, barrel and apron installations, and asphalt pavement repair in designated areas. The project PMIS/Package number is 333890 with drawing number 196777 and package number 039.

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COCHRAN

GOPPERTON 04

C111

PLAN AND PROFILE

ROAD DRAINAGE

BONITO MEADOW CULVERTCENTERLINE PROFILE

FR545 LOOP ROAD 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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FR545 LOOP ROAD

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FR545 LOOP ROAD

AutoCAD SHX Text PLOT DATE: 5/8/2026 11:19 AM USER: COCHRAN, SCOTT 5/8/2026 11:19 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"=20'

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VERT.

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HORIZ.

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EXISTING GRADE

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(TO BE REMOVED)

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INSTALL 5-BARREL, 42" X 29" CMP ARCH CULVERT, 48' LF EA.-9.25' O.C.

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(TO BE REMOVED)

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APPROXIMATE LIMITS OF GROUND DISTURBANCE

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INSTALL 5-BARREL, 42" X 29" CMP ARCH CULVERT

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

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REMOVE AND REINSTALL ROAD SIGN

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REMOVE AND REINSTALL ROAD SIGN

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INSTALL RIPRAP D50=12", T=24"

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INSTALL RIPRAP D50=12", T=24"

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INSTALL 3' DEEP RIPRAP TOEDOWN

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INSTALL 3' DEEP RIPRAP TOEDOWN

AutoCAD SHX Text EXISTING ROCKS TO BE REPLACED WITH RIPRAP AND TO BE REMOVED AND REPLACED TO TOE OF SLOPE WITH D50=12", T=24" CONSTRUCT 3 FEET DEEP TOE DOWN AT TOE

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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

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.

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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GENERAL NOTES:

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1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER FP-14, SECTIONS 156 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. CULVERTS STATION LOCATIONS INTDICATE SEPARATION OF CULVERTS TO ALLOW SEPARATION OFOF PIPES AND THEREBY NOT REQUIRED TO CONFORM WITH "FWHA BRIDGE RECORDING AND CODING GUIDE" FOR INSTALLATION AND MAINTENANCE. 2. EXCAVATION AND BACKFILL FOR CULVERTS, RIPRAP AND CUTOFF WALLS 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 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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GOPPERTON

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CHARLES V.

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CENTER

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