Drawings_-_1_of_3.pdf

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

SEE NEXT SHEET FOR INDEX

FROM SANTA FE, TAKE I-25 SOUTH FOR 41.3 MILES. TAKE EXIT 242

FOR US-550 W. IN 22 MILES TURN RIGHT ONTO NM-4 E. IN 18.2 MILES

TAKE A SHARP LEFT TO STAY ON NM-4 E. IN 400 FT, THE

DESTINATION IS ON YOUR LEFT, 51 WOODSY LN, JEMEZ SPRINGS,

NM 87025.

35 47' 10.48” N 106 41' 11.72” W

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR DATE

DATE

RO FACILITIES PROGRAM MANAGER

7/1 /19

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JEMEZ RANGER DISTRICT

OFFICE COMPLEX

NEW MEXICO

SANDOVAL COUNTY

SANTA FE NATIONAL FOREST

JEMEZ RANGER DISTRICT

SHEET 1 of 299

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

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SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

G0-1

SHEET INDEX

SHEET SHEET TITLE DATE

G0-0 COVER 7/1/19

G0-1 SHEET INDEX

G0-2 SHEET INDEX

C0-1 GENERAL NOTES

C0-2 LEGENDS

C0-3 ABBREVIATIONS

C0-4

OVERALL DEMOLITION PLANC0-5

DEMOLITION NOTES AND LEGEND

C0-6 DEMOLITION PLAN

C0-7

C0-8

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C0-10

C0-11

DEMOLITION PLAN

DEMOLITION PLAN

DEMOLITION PLAN

DEMOLITION PLAN

DEMOLITION PLAN

CE1-0

CE1-1

CE1-2

CE1-3

OVERALL EROSION CONTROL PLAN

DETAILED EROSION CONTROL PLAN

CE1-4

CE1-5

CE1-6

SHEET SHEET TITLE DATE

C3-4 DETAILED HORIZONTAL CONTROL PLAN

SHEET SHEET TITLE DATE

DETAILED EROSION CONTROL PLAN

DETAILED EROSION CONTROL PLAN

DETAILED EROSION CONTROL PLAN

DETAILED EROSION CONTROL PLAN

DETAILED EROSION CONTROL PLAN

C1-0 OVERALL GRADING AND DRAINAGE PLAN

C1-1 DETAILED GRADING AND DRAINAGE PLAN

C1-2

C1-3

C1-4

C1-5

C1-6

DETAILED GRADING AND DRAINAGE PLAN

DETAILED GRADING AND DRAINAGE PLAN

DETAILED GRADING AND DRAINAGE PLAN

DETAILED GRADING AND DRAINAGE PLAN

DETAILED GRADING AND DRAINAGE PLAN

C1-7

C1-9

C1-10

DRIVE CENTERLINE PLAN

DRIVE CENTERLINE PROFILE

DRIVE CENTERLINE PROFILE

CD1-0

CD1-1

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

CD1-2

CD1-3

CD1-4

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

U2-0

U2-1

U2-2

OVERALL UTILITY PLAN

WATER PLAN AND PROFILE

WATER PLAN AND PROFILE

U2-3

U2-4

SANITARY PLAN AND PROFILE

SANITARY PLAN AND PROFILE

UD2-0

UD2-1

C3-0

UTILITY DETAILS

UTILITY DETAILS

OVERALL HORIZONTAL CONTROL PLAN

C3-1

C3-2

C3-3

DETAILED HORIZONTAL CONTROL PLAN

DETAILED HORIZONTAL CONTROL PLAN

DETAILED HORIZONTAL CONTROL PLAN

C3-5 DETAILED HORIZONTAL CONTROL PLAN

C3-6 DETAILED HORIZONTAL CONTROL PLAN

CD3-0 SITE DETAILS

CD3-1 SITE DETAILS

CD3-2 SITE DETAILS

GENERAL

CIVIL

LANDSCAPE

LS-01 SITE LAYOUT KEY MAP

LS-02 SITE LAYOUT PLAN

LS-03 SITE LAYOUT PLAN

LS-04 SITE LAYOUT PLAN

LS-05 SITE LAYOUT PLAN

LS-06 SITE DETAILS

LS-07 SITE DETAILS

LS-08 SITE DETAILS

LP-01 PLANTING PLAN

LP-02 PLANTING PLAN ENLARGEMENT

LP-03 PLANTING DETAILS

LP-04 PLANTING DETAILS

STRUCTURAL

SO0-0 GENERAL NOTES

SO0-1 GENERAL NOTES/ABBREVIATIONS

SO1-0 PLAN BOX NOTES AND SCHEDULES

SO1-2 SECOND FLOOR FRAMING PLAN

SO1-5 ROOF FRAMING PLAN

SO5-1 CONCRETE TYPICAL DETAILS - OFFICE

SF0-0 GENERAL NOTES - FIRE BLDG

SF0-1 GENERAL NOTES/ABBREVIATIONS - FIRE

BLDG

SO5-2 CONCRETE SECTIONS - OFFICE

SO5-3 CONCRETE SECTIONS - OFFICE

SO5-4 WOOD TYPICAL DETAILS - OFFICE

SF1-0 FOUNDATION PLAN - FIRE BLDG

SF2-0 ROOF FRAMING PLAN - FIRE BLDG

SF3-0 FOUNDATION DETAILS - FIRE BLDG

SF3-1 FOUNDATION DETAILS - FIRE BLDG

SW0-0 GENERAL NOTES - WAREHOUSE

SW0-1 GENERAL NOTES/ABBREVIATIONS -

WAREHOUSE

SW1-0 FOUNDATION PLAN - WAREHOUSE

SW2-0 ROOF PLAN - WAREHOUSE

SW3-0 FOUNDATION DETAILS - WAREHOUSE

SW3-1 FOUNDATION DETAILS - WAREHOUSE

ARCHITECTURAL

AO0-1 ABBREVIATIONS SYMBOLS AND NOTES

AO0-2

ABBREVIATIONS SYMBOLS AND NOTES

AO0-3

ABBREVIATIONS SYMBOLS AND NOTES

AO0-4

CODE ANALYSIS

AO0-5

FIRST FLOOR CODE PLAN

AO0-6

SECOND FLOOR CODE PLAN

AO0-7

SPACE UTILIZATION PLAN

AO0-9

WALL TYPES

AO0-11 FLOOR & ROOF TYPES

AO1-1

FIRST FLOOR PLAN

AO1-3

FIRST FLOOR DIMENSION PLAN

AO1-4

SECOND FLOOR DIMENSION PLAN

AO1-5

ROOF PLAN

AO2-1

FIRST FLOOR REFLECTED CEILING PLAN

AO2-2

SECOND FLOOR REFLECTED CEILING PLAN

AO3-1

EXTERIOR ELEVATIONS

AO3-2

EXTERIOR ELEVATIONS

AO3-3

AO3-10

BUILDING SECTIONS

EXTERIOR ELEVATIONS

AO3-4

EXTERIOR ELEVATIONS

AO3-11

BUILDING SECTIONS

CD1-5 GRADING AND DRAINAGE DETAILS

CD1-6 GRADING AND DRAINAGE DETAILS

CD1-7 GRADING AND DRAINAGE DETAILS

CD1-8 GRADING AND DRAINAGE DETAILS

CD1-9 GRADING AND DRAINAGE DETAILS

CD1-10 GRADING AND DRAINAGE DETAILS

CD1-11 GRADING AND DRAINAGE DETAILS

CD1-12 GRADING AND DRAINAGE DETAILS

CD1-13 GRADING AND DRAINAGE DETAILS

CD1-14 GRADING AND DRAINAGE DETAILS

UD2-2 UTILITY DETAILS

SO5-5 WOOD TYPICAL DETAILS - OFFICE

SO5-6 WOOD SECTIONS - OFFICE

SO5-7 WOOD SECTIONS - OFFICE

AO1-2

SECOND FLOOR PLAN

CD1-15 GRADING AND DRAINAGE DETAILS

C1-8 DRIVE CENTERLINE PROFILE

G0-3 SHEET INDEX

G0-4 COMPANY CONTACT INFORMATION

UD2-3 UTILITY DETAILS

SO1-1 FOUNDATION PLAN

LS-09 SITE DETAILS

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CD1-16 GRADING AND DRAINAGE DETAILS 7/1/19

AO0-8

3D VIEWS - FOR REFERENCE ONLY 7/1/19

C3-7 LINE AND CURVE TABLES 7/1/19

C3-8 LINE AND CURVE TABLES 7/1/19

C3-9 LINE AND CURVE TABLES 7/1/19

C3-10 LINE AND CURVE TABLES 7/1/19

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

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(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

G0-2

SHEET INDEX

AF0-3

ABBREVIATIONS SYMBOLS AND NOTES

AF0-4

CODE ANALYSIS

AF0-5

WALL TYPES, ROOF TYPES, FLOOR TYPES

AF1-1

FLOOR PLAN

AF1-2

REFLECTED CEILING PLAN

AF1-3

ROOF PLAN

AF3-1

OVERALL BUILDING ELEVATIONS

AF3-2

OVERALL BUILDING ELEVATIONS

AF3-3

OVERALL BUILDING SECTIONS

AF4-1

WALL SECTIONS

AF6-1

INTERIOR ELEVATIONS

AF9-0

INTERIOR FINISH NOTES

AF9-1

FIRST FLOOR FINISH PLAN

AW0-1

ABBREVIATIONS, SYMBOLS AND NOTES

AW0-4

CODE ANALYSIS

AW0-5

WALL TYPES, ROOF TYPES, FLOOR TYPES

AF7-1

DETAILS

AW0-2

ABBREVIATIONS, SYMBOLS AND NOTES

AW0-3

ABBREVIATIONS, SYMBOLS AND NOTES

AW1-1

FLOOR PLAN

AW1-2

REFLECTED CEILING PLAN

AW1-3

ROOF PLAN

AW3-1

OVERALL BUILDING ELEVATIONS

AW4-1

WALL SECTIONS

AW6-1

INTERIOR ELEVATIONS

AW3-2

OVERALL BUILDING ELEVATIONS

AW3-3

OVERALL BUILDING SECTIONS

M0-0

MECHANICAL COVER SHEET

MO0-1

MECHANICAL EQUIPMENT SCHEDULES

MO0-3

MECHANICAL DETAILS

MO0-4

MECHANICAL DETAILS

MO1-1

OFFICE FIRST FLOOR MECHANICAL PLAN

MO1-3

OFFICE ROOF MECHANICAL PLAN

MF1-1

FIRE BUILDING FIRST FLOOR MECHANICAL

PLAN

MO0-2

MECHANICAL EQUIPMENT SCHEDULES

MO1-2

OFFICE SECOND FLOOR MECHANICAL PLAN

MF1-2

FIRE BUILDING ROOF MECHANICAL PLAN

P0-0

PLUMBING COVER SHEET

PO0-1

PLUMBING SCHEDULES

PO0-2

PLUMBING DETAILS

PO0-3

PLUMBING DETAILS

PO0-4

WASTE & VENT ISOMETRICS

PO1-1

OFFICE FIRST FLOOR DOMESTIC WATER

PLAN

PO1-2

OFFICE SECOND FLOOR DOMESTIC WATER

PLAN

PO1-3

OFFICE ROOF DOMESTIC WATER PLAN

PO2-1

OFFICE FIRST FLOOR WASTE & VENT PLAN

PO2-2

OFFICE SECOND FLOOR WASTE & VENT

PLAN

PO2-3

OFFICE ROOF WASTE & VENT PLAN

PO3-1

OFFICE FIRST FLOOR GAS PIPING PLAN

PO3-2

OFFICE SECOND FLOOR GAS PIPING PLAN

PO3-3

OFFICE ROOF GAS PIPING PLAN

PF1-1

FIRE BUILDING DOMESTIC WATER PLAN

PF2-1

FIRE BUILDING WASTE & VENT PLAN

PF3-1

FIRE BUILDING GAS PIPING PLAN

PW1-1

WAREHOUSE DOMESTIC WATER PLAN

PW2-1

WAREHOUSE WASTE & VENT PLAN

E0-0

ELECTRICAL LEGEND

E0-1

ELECTRICAL GENERAL NOTES

E0-2

ELECTRICAL GENERAL NOTES

E0-5

ELECTRICAL/LOW VOLTAGE DETAILS

E0-6

ELECTRICAL/LOW VOLTAGE DETAILS

ES0-1

ELECTRICAL SITE PLAN

ES0-2

ELECTRICAL ENLARGED SITE PLAN - NORTH

PARKING AREA

ES0-3

ELECTRICAL ENLARGED SITE PLAN - OFFICE

AREA

ES0-4

ELECTRICAL ENLARGED SITE PLAN - FIRE

BLDG/WAREHOUSE AREA

ES0-5

ELECTRICAL ENLARGED SITE PLAN - SOUTH

PARKING AREA

MECHANICAL

PLUMBING

ELECTRICAL

AO6-1

INTERIOR ELEVATIONS AND ENLARGED

PLANS - RESTROOMS

AO7-3

DOOR SCHEDULES AND TYPES

AO6-2

INTERIOR ELEVATIONS AND ENLARGED

PLANS

AO6-3

INTERIOR ELEVATIONS AND ENLARGED

PLANS - FRONT DESK

AO7-7

SECTION DETAILS - FOUNDATION

AO9-0

INTERIOR FINISH NOTES

AO9-1

INTERIOR FINISH LEGEND

AO9-2

FIRST FLOOR FINISH PLAN

AO9-3

SECOND FLOOR FINISH PLAN

AF0-1

ABBREVIATIONS SYMBOLS AND NOTES

AF0-2

ABBREVIATIONS SYMBOLS AND NOTES

AO6-4

INTERIOR ELEVATIONS - FIRST FLOOR

AO6-5

INTERIOR ELEVATIONS - SECOND FLOOR

AO6-6

INTERIOR ELEVATIONS - SECOND FLOOR

AO6-9

GENERAL CASEWORK DETAILS

AO7-1

WINDOW TYPES

AO7-2

WINDOW DETAILS

AO7-5

PLAN DETAILS

AO7-8

SECTION DETAILS

AO7-9

SECTION DETAILS - ROOF

AO7-10

SECTION DETAILS - CEILING

AO9-4

INTERIOR DETAILS

AW7-1

DETAILS

MO0-5

MECHANICAL DETAILS

MO0-6

MECHANICAL DETAILS

MO0-7

MECHANICAL CALCULATIONS

MO0-8

MECHANICAL CONTROL SEQUENCES

MO0-9

MECHANICAL CONTROL SEQUENCES

MO0-10

MECHANICAL CONTROL SEQUENCES

MO0-11

CONTROLS POINTS LISTS

MO0-12

CONTROLS POINTS LISTS

MO0-13

CONTROLS SCHEMATIC DIAGRAMS

MO0-14

CONTROLS SCHEMATIC DIAGRAMS

MO0-15

CONTROLS SCHEMATIC DIAGRAMS

MO2-1

OFFICE FIRST FLOOR MECHANICAL PIPING

PLAN

MO2-2

OFFICE SECOND FLOOR MECHANICAL

PIPING PLAN

MF0-1

MECHANICAL EQUIPMENT SCHEDULES

MF0-2

MECHANICAL DETAILS

MF0-3

MECHANICAL DETAILS

PF0-4

PLUMBING ISOMETRICS

PF0-3

PLUMBING DETAILS

PF0-2

PLUMBING DETAILS

PF0-1

PLUMBING SCHEDULES

MW0-1

MECHANICAL EQUIPMENT SCHEDULES

MW0-2

MECHANICAL DETAILS

MW1-1

WAREHOUSE MECHANICAL PLAN

PW0-1

PLUMBING SCHEDULES

PW0-2

PLUMBING DETAILS

PW0-3

PLUMBING ISOMETRICS

SHEET SHEET TITLE DATE SHEET SHEET TITLE DATE SHEET SHEET TITLE DATE

AO6-0

ACCESSORY SCHEDULES AND DETAILS

AO6-10

GENERAL CASEWORK DETAILS

AO9-5

FIRST FLOOR CARPET PATTERNS

AO9-6

SECOND FLOOR CARPET PATTERNS

AO5-1

STAIR 1 PLANS AND SECTIONS

AO4-3

WALL SECTIONS

AO5-2

STAIR 2 PLANS AND SECTIONS

AO5-3

STAIR 1 DETAILS

AO5-4

STAIR 2 DETAILS

AO5-5

ELEVATOR PLANS AND DETAILS

AO5-6

CANE DETECTION DETAILS

AO4-1

WALL SECTIONS

AO3-12

BUILDING SECTIONS

AO4-2

WALL SECTIONS

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:4

1 C W

K J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

0-

CV

R-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

G0-3

SHEET INDEX

SHEET SHEET TITLE DATE SHEET SHEET TITLE DATE SHEET SHEET TITLE DATE

ES4-2

ELECTRICAL EXTERIOR LIGHTING

SCHEDULES

EO1-1

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OFFICE FIRST FLOOR ELECTRICAL POWER

PLAN

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POWER PLAN

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PLAN

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LIGHTING PLAN

EO3-0

OFFICE ELECTRICAL ONE-LINE DIAGRAM

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OFFICE ENERGY COMPLIANCE

EF1-0

FIRE ELECTRICAL POWER PLAN

EF2-0

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EF4-0

FIRE ELECTRICAL SCHEDULES AND DETAILS

EF4-1

EW1-0

WAREHOUSE ELECTRICAL POWER PLAN

EW2-0

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EW4-0

WAREHOUSE ELECTRICAL SCHEDULES AND

DETAILS

EW6-0

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DETAILS

OFFICE ELECTRICAL SCHEDULES AND

DETAILS

OFFICE ELECTRICAL SCHEDULES AND

DETAILS

FIRE ELECTRICAL SCHEDULES AND DETAILS

ES3-0

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EO4-3

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DETAILS

EO6-1

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EO6-2

OFFICE ENERGY COMPLIANCE

EO6-3

OFFICE ENERGY COMPLIANCE

EF3-0

FIRE ELECTRICAL ONE-LINE DIAGRAM

EF6-0

FIRE ENERGY COMPLIANCE

EF6-1

FIRE ENERGY COMPLIANCE

EF6-2

FIRE ENERGY COMPLIANCE

EF6-3

FIRE ENERGY COMPLIANCE

EW3-0

WAREHOUSE ELECTRICAL ONE-LINE

DIAGRAM

EW6-1

WAREHOUSE ENERGY COMPLIANCE

EW6-2

WAREHOUSE ENERGY COMPLIANCE

EW6-3

WAREHOUSE ENERGY COMPLIANCE

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ES6-0

ELECTRICAL SITE ENERGY COMPLIANCE 7/1/19

ES6-1

ELECTRICAL SITE ENERGY COMPLIANCE 7/1/19

ES6-2

ELECTRICAL SITE ENERGY COMPLIANCE 7/1/19

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:4

1 C W

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G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

G0-4

COMPANY CONTACT

INFORMATION

JVA, Inc.

1319 Spruce Street Boulder, CO 80302 303.444.1951

Boulder ● Fort Collins ● Winter Park

Glenwood Springs ● Denver

CIVIL/STRUCTURAL

ENGINEER

AEDESIGN

Integrated Lighting and Electrical Solutions

ELECTRICAL

ENGINEER

LANDSCAPE

ARCHITECT

MECHANICAL/PLUMBING

ENGINEER

ARCHITECT

BARKER RINKER SEACAT ARCHITECTURE

3457 Ringsby Court Unit 200 Denver, CO 80216 303.455.1366

360 ENGINEERING, Inc.

1600 Jackson Street Suite 360 Golden, CO 80401 303.940.2050

AE DESIGN, Inc.

1900 Wazee Street Unit 205 Denver, CO 80202 303.296.3034 www.brsarch.com www.360eng.com www.aedesign-inc.com www.jvajva.com

DHM DESIGN

900 South Broadway

Denver, CO 80209 303.892.5566 www.dhmdesign.com

Suite 300

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS

OF THE TOWN OF JEMEZ SPRINGS, JEMEZ SPRINGS WATER COOPERATIVE, NEW MEXICO DEPARTMENT OF

TRANSPORTATION, JEMEZ SPRINGS FIRE PROTECTION REQUIREMENTS, AND APPLICABLE STATE AND LOCAL

STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL HAVE IN POSSESSION AT THE JOB SITE AT ALL TIMES ONE

(1) SIGNED COPY OF APPROVED PLANS, STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT AND

MAINTAIN EMERGENCY ACCESS ROUTES TO THE SITE AND STRUCTURE AT ALL TIMES PER THE JEMEZ SPRINGS FIRE

PROTECTION DISTRICT REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ANY VARIANCE TO

THE ABOVE DOCUMENTS. NOTIFY CONTRACTING OFFICER OF ANY CONFLICTING STANDARDS OR SPECIFICATIONS. IN

THE EVENT OF ANY CONFLICTING STANDARD OR SPECIFICATION, THE MORE STRINGENT OR HIGHER QUALITY

STANDARD, DETAIL OR SPECIFICATION SHALL APPLY.

2. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD

SPECIFICATIONS, PERMITS, BONDS, ETC., WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, INCLUDING, BUT

NOT LIMITED TO A LOCAL AND STATE GROUNDWATER DISCHARGE AND NEW MEXICO DEPARTMENT OF HEALTH AND

ENVIRONMENT (CDPHE) STORMWATER DISCHARGE PERMIT ASSOCIATED WITH CONSTRUCTION ACTIVITY.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER AT LEAST 48 HOURS PRIOR TO

START OF ANY CONSTRUCTION, PRIOR TO BACKFILLING, AND AS REQUIRED BY PROJECT SPECIFICATIONS. THE

CONTRACTOR SHALL CONTINUE WITH NOTIFICATIONS THROUGHOUT THE PROJECT AS REQUIRED BY THE STANDARDS

AND SPECIFICATIONS.

4. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION BASED ON INFORMATION BY

OTHERS. NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT SIZE, LOCATION AND

TYPE OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE COMMENCING WORK. THE GOVERNMENT AND/OR

OWNER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN ON PLANS. THE CONTRACTOR

SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE

CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL

NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR

TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE

PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH

MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES. CONTRACTOR

SHALL CONTACT AND RECEIVE APPROVAL FROM UTILITY OWNER AND CONTRACTING OFFICER BEFORE RELOCATING

ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND

RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR CONTRACTING OFFICER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE

UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT CONTRACTING OFFICER UPON DISCOVERY OF A

UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY

THE NEW MEXICO 811 DAMAGE PREVENTION CENTER (WWW.NM811.ORG).

5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB

SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE

CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FENCING, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR AGREES TO COMPLY WITH THE

PROVISIONS OF THE TRAFFIC CONTROL PLAN AND THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES," PART VI, FOR CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL. ALL TEMPORARY AND

PERMANENT TRAFFIC SIGNS SHALL COMPLY TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) WITH

REGARD TO SIGN SHAPE, COLOR, SIZE, LETTERING, ETC. UNLESS OTHERWISE SPECIFIED. IF APPLICABLE, PART

NUMBERS ON SIGNAGE DETAILS REFER TO MUTCD SIGN NUMBERS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE

CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND

DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING

PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. GROUNDWATER TO BE PUMPED

SHALL BE TESTED, PERMITTED, AND PUMPED PER THE STATE OF NEW MEXICO AND LOCAL GROUNDWATER

DISCHARGING PERMIT REQUIREMENTS.

7. RIM AND GRATE ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL

ELEVATIONS. THE CONTRACTOR SHALL ADJUST RIMS AND OTHER IMPROVEMENTS TO MATCH FINAL PAVEMENT AND

FINISHED GRADE ELEVATIONS.

8. THE EXISTING AND PROPOSED ELEVATIONS OF FLATWORK, SIDEWALKS, CURBS, THRESHOLDS, PAVING, ETC. AS SHOWN

HEREON ARE BASED ON EXTRAPOLATION OF FIELD SURVEY DATA, EXISTING CONDITIONS, AND DATA PROVIDED BY

OTHERS. AT CRITICAL AREAS SUCH AS ADA PARKING AND ACCESSIBLE ROUTES AND SITE FEATURES, CONTRACTOR

SHALL HAVE FORMWORK INSPECTED AND APPROVED BY CONTRACTING OFFICER PRIOR TO PLACING CONCRETE.

MINOR ADJUSTMENTS, AS APPROVED, TO PROPOSED GRADES, INVERTS, ETC. MAY BE REQUIRED TO PREVENT PONDING

OR SLOPE NOT IN CONFORMANCE WITH MUNICIPAL STANDARDS. ALL FLATWORK MUST PREVENT PONDING AND

PROVIDE POSITIVE DRAINAGE AWAY FROM EXISTING AND PROPOSED BUILDINGS, WALLS, ROOF DRAIN OUTFALLS, ACROSS DRIVES AND WALKS, ETC., TOWARDS THE PROPOSED INTENDED DRAINAGE FEATURES AND CONVEYANCES.

9. FINAL LIMITS OF REQUIRED ASPHALT SAWCUTTING AND PATCHING MAY VARY FROM LIMITS SHOWN ON PLANS.

CONTRACTOR TO PROVIDE SAWCUT AND PATCH WORK TO ACHIEVE POSITIVE DRAINAGE AND A SMOOTH TRANSITION

TO EXISTING ASPHALT WITHIN SLOPES ACCEPTABLE TO THE CONTRACTING OFFICER AND WITHIN MUNICIPAL

STANDARDS. CONTRACTOR SHALL PROVIDE ADDITIONAL SAWCUTTING AND PATCHING AT UTILITY WORK, CONNECTION

POINTS TO EXISTING PAVEMENT AND FEATURES, ETC. THAT MAY NOT BE DELINEATED ON PLANS.

10. ANY EXISTING MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC. TO BE PROTECTED AND TO REMAIN IN SERVICE. IF

FEATURES EXIST, EXTEND OR LOWER TO FINAL SURFACE WITH LIKE KIND CAP WITH STANDARD CAST ACCESS LID WITH

SAME MARKINGS. IN LANDSCAPED AREAS PROVIDE A CONCRETE COLLAR (18"x18"x6" THICK) AT ALL EXISTING AND

PROPOSED MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC.

11.CONTRACTING OFFICER TO APPROVE ALL PRIVATE CONCRETE FINISHING, JOINT PATTERNS AND COLORING

REQUIREMENTS PRIOR TO CONSTRUCTION. SUBMIT JOINT LAYOUT PLAN TO CONTRACTING OFFICER FOR APPROVAL

PRIOR TO CONSTRUCTION.

12.PIPE LENGTHS AND HORIZONTAL CONTROL POINTS SHOWN ARE FROM CENTER OF STRUCTURES, END OF FLARED END

SECTIONS, ETC. SEE STRUCTURE DETAILS FOR EXACT HORIZONTAL CONTROL LOCATION. CONTRACTOR IS

RESPONSIBLE FOR ADJUSTING ACTUAL PIPE LENGTHS TO ACCOUNT FOR STRUCTURES AND LENGTH OF FLARED END

SECTIONS.

13. ALL SURPLUS MATERIALS, TOOLS, AND TEMPORARY STRUCTURES, FURNISHED BY THE CONTRACTOR, SHALL BE

REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR. ALL DEBRIS AND RUBBISH CAUSED BY THE OPERATIONS OF

THE CONTRACTOR SHALL BE REMOVED, AND THE AREA OCCUPIED DURING CONSTRUCTION ACTIVITIES SHALL BE

RESTORED TO ITS ORIGINAL CONDITION, WITHIN 48 HOURS OF PROJECT COMPLETION, UNLESS OTHERWISE DIRECTED

BY THE GOVERNMENT OR CONTRACTING OFFICER.

14.THE CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN

ACCORDANCE WITH THE LOCAL JURISDICTION, THE STATE OF NEW MEXICO, URBAN DRAINAGE AND FLOOD CONTROL

DISTRICT "URBAN STORM DRAINAGE CRITERIA MANUAL VOLUME 3", THE M-STANDARD PLANS OF THE NEW MEXICO

DEPARTMENT OF TRANSPORTATION, AND THE APPROVED EROSION CONTROL PLAN. JURISDICTIONAL AUTHORITY MAY

REQUIRE THE CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES AT THE CONTRACTOR'S EXPENSE

DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLANS DO NOT FUNCTION AS INTENDED. THE CONTRACTOR IS

RESPONSIBLE FOR PROHIBITING SILT AND DEBRIS LADEN RUNOFF FROM LEAVING THE SITE, AND FOR KEEPING ALL

PUBLIC AREAS FREE OF MUD AND DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING FINAL GRADES

AND FOR REMOVING ACCUMULATED SEDIMENTATION FROM ALL AREAS INCLUDING SWALES AND DETENTION/WATER

QUALITY AREAS. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AND REPAIR AREAS AS

REQUIRED AFTER VEGETATION IS ESTABLISHED AND ACCEPTED BY CONTRACTING OFFICER AND MUNICIPALITY.

15. ADA COMPLIANCE: THE CROSS-SLOPE OF ALL WALKS MUST BE LESS THAN 1:48 (2.0%) PERPENDICULAR TO DIRECTION

OF TRAVEL. RUNNING SLOPE OF ACCESSIBLE WALKS MUST BE NOT STEEPER THAN 1:20 (5.0%) IN DIRECTION OF

TRAVEL. MAXIMUM GRADE OF ACCESSIBLE CURB RAMPS AND RAMPS IS 1:12 (8.3%). CURB RAMPS SHALL PROVIDE A

LANDING AT THE TOP AND RAMP RUNS PROVIDE LANDINGS AT THE BOTTOM AND TOP OF EACH RAMP RUN AT A SLOPE

NOT TO EXCEED 1:48. RAMPS RUNS EXCEEDING SIX INCHES SHALL INCLUDE HANDRAILS. ACCESSIBLE PARKING

SPACES AND ACCESS AISLES SHALL NOT EXCEED 1:48 IN ALL DIRECTIONS. CONTRACTOR SHALL NOTIFY CONTRACTING

OFFICER PRIOR TO PLACEMENT OF FLATWORK OF SITE CONDITIONS OR DISCREPANCIES WHICH PREVENT TYPICAL

REQUIRED GRADES FROM BEING ACHIEVED. ALL RAMPS, STAIRS, EDGE PROTECTION, AND RAILINGS SHALL BE

CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA STANDARDS. ACCESSIBLE CURB RAMPS SHALL CONFORM TO

NMDOT STANDARDS. ACCESSIBLE FEATURES WITHIN THE PUBLIC RIGHTS-OF-WAY SHALL BE CONSTRUCTED TO

CONFORM TO THE LOCAL AUTHORITY HAVING JURISDICTION REQUIREMENTS.

16.PROTECT ALL TREES AND VEGETATION. PLACE CONSTRUCTION FENCING AT DRIP LINE OF TREES AND PLANTS NEAR

THE WORK ZONE. DEEP WATER TREES WEEKLY. HAND EXCAVATION REQUIRED AT ROOT ZONES WHERE PROPOSED

PAVING OR UTILITY WORK IS WITHIN DRIPLINE OF TREES.

17.LOCATIONS OF CLEANOUTS, LIGHTS, SIGNAGE, JUNCTION BOXES, AND OTHER SIGNIFICANT SITE FEATURES TO BE

STAKED FOR CONTRACTING OFFICER AND OR OWNER APPROVAL PRIOR TO WORK. CLEANOUTS, JUNCTION BOXES, AND

ADJACENT GRADES TO BE RAISED ONE-HALF INCH AT ASPHALT/CONCRETE (OR 1" AT LANDSCAPING) TO PROVIDE

POSITIVE DRAINAGE AWAY FROM FEATURES.

18.BENCHMARK INFORMATION: TOPOGRAPHIC INFORMATION WAS PROVIDED BY THE USDA FOREST SERVICE. SEE

UNDATED TOPOGRAPHIC SURVEY. PROJECT BENCHMARK ELEVATION: 6315.49 AT ALUMINUM CAP CONTROL POINT ON

SITE. PLEASE NOTE THAT BENCHMARK IS WITHIN WORK AREA TO BE DISTURBED. THE DATUM IS NAD83 PER SURVEY.

COORDINATE AND VERIFY ALL VERTICAL AND HORIZONTAL DATA SHOWN IN SURVEY AND REPORT ANY IRREGULARITIES

OR DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

19.HORIZONTAL CONTROL INFORMATION: HORIZONTAL CONTROL COORDINATES ARE BASED ON THE REFERENCED

SURVEY AND ARE PROVIDED BY THE FOLLOWING POINTS AS SHOWN ON THE PLANS:

CP-01 N1741875.21 E1510924.99 ELEV 6315.49 SET ALUMINUM CAP

CP-02 N1741637.24 E1510969.30 ELEV 6303.22 FOUND ALUMINUM CAP

CP-03 N1741589.42 E1510853.66 ELEV 6289.78 FOUND ALUMINUM CAP

BASIS OF BEARINGS: SEE PLANS.

20.THIS PROJECT INCLUDES OPTIONAL ITEMS TO BE BID SEPARATELY. OPTIONAL ITEMS ARE DESIGNATED ON DRAWINGS

(I.E. OI3 FOR OPTIONAL ITEM 3). ITEMS WITHOUT DESIGNATION ARE INCLUDED IN BASE BID.

Know what's below.

before you dig.Call

R

GENERAL NOTES

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 8:

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(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C0-1

GENERAL NOTES

DESIGN LEGEND

DETAIL MARKER

DETAIL TITLE

DETAIL TITLE

SCALE

C1.0

DETAIL NUMBER IDENTIFICATION

SHEET WHERE THE DETAIL IS DRAWN

- INDICATES SAME DRAWING

REVISION CLOUD

REVISION NUMBER

DETAIL NUMBER IDENTIFICATION

SHEET WHERE THE SECTION OR

ELEVATION IS CUT OR CALLED OUT

- INDICATES SAME DRAWING

BENCHMARK

MANHOLE

FLARED END SECTION W/ RIPRAP

TEE W/ THRUST BLOCK

BEND W/ THRUST BLOCK

END CAP W/ THRUST BLOCK

GATE VALVE

WATER METER

FIRE HYDRANT

ROOF DRAIN

IRRIGATION

CABLE TV

FLOW LINE OF DITCH OR WASH

FENCE

CONCRETE PAVING

PROPOSED SPOT ELEVATION

SIGN W/ POST

SPILL/CATCH CURB TRANSITION

AREA DRAIN

COMBINATION INLET

DROP INLET

TYPE 13 FIELD INLET

SLOPE ARROW

CURB AND GUTTER

SIDEWALK

FUEL

GAS

SANITARY SEWER

TELEPHONE

UNDERGROUND ELECTRIC

OVERHEAD ELECTRIC

ELECTRIC

STORM - 12" AND SMALLER

STORM - LARGER THAN 12"

WATER

HEAVY DUTY ASPHALT PAVING

5.0%

03.54

LIGHT DUTY ASPHALT PAVING

SIDEWALK CHASE

CURB RAMP

PROPOSED INDEX CONTOUR

PROPOSED INTERMEDIATE CONTOUR

EXIST INDEX CONTOUR

EXIST INTERMEDIATE CONTOUR

PROPERTY LINE

EASEMENT LINE

LIMITS OF WORK

BUILDING ACCESS

LIMITS OF SAWCUT

MATCHLINE

RETAINING WALL

BOULDER/ROCK WALL

PROPOSED BUILDING

ADJACENT PROPERTY LINE/ROW

GRAVEL

HEAVY DUTY CONCRETE PAVING

REVISION CALLOUT

INLET PROTECTION

VEHICLE TRACKING CONTROL

SILT FENCE

TEMPORARY SLOPE DRAIN

OUTLET PROTECTION

STRAW BALE EROSION BARRIER

EROSION CONTROL LEGEND

CONSTRUCTION FENCE

SEDIMENT CONTROL LOG

CURB SOCK

ROCK CHECK DAM

ROOF DRAIN DOWNSPOUT

CONCRETE WASHOUT AREA

EROSION CONTROL BLANKET

CHANNEL STABILIZATION MATTING

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 8:

C

W K

J:

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.15

.1C \D

RA

W

IN

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\23

.15 .1C

-0 0-

LN

A-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C0-2

LEGENDS

ABBREVIATIONS

FH FIRE HYDRANT

AC

ADDL

ADDM

ADJ

AL

ALT

AMT

ARCH

ASPH

ASSY

ASPHALTIC CONCRETE PAVING

ADDITIONAL

ADDENDUM

ADJUSTABLE

ALUMINUM

ALTERNATE

AMOUNT

ARCHITECT(URAL)

ASPHALT

ASSEMBLY

APPROXIMATEAPPROX

ASYM

BC

BFV

BLDG

BLK

BM

BS

BSMT

ASYMMETRICAL

BACK OF CURB

BUTTERFLY VALVE

BUILDING

BLOCK

BENCH MARK

BACKSIGHT

BASEMENT

CB

CCW

CIP

CJ

CL

CLR

CMP

CO

CONC

CONST

CONT

CR

DIA

DIP

DN

DR

CATCH BASIN

COUNTER CLOCKWISE

CAST IRON PIPE

CONSTRUCTION JOINT

CENTER LINE OR CHAIN LINK

CLEAR

CORRUGATED METAL PIPE

CLEANOUT

CONCRETE

CONSTRUCTION

CONTINUOUS(ATION)

CONCENTRIC REDUCER

DIAMETER

DUCTILE IRON PIPE

DOWN

DRAIN

DWG

DWL

EL

ELB

ELEC

ENGR

EQUIV

ESMT

EST

EW

EXP JT

EXIST

FND

DRAWING

DOWEL

ELEVATION

ELBOW

ELECTRICAL

ENGINEER

EQUIPMENT

EQUIVALENT

EASEMENT

ESTIMATE

EACH WAY

EXPANSION JOINT

EXISTING

FOUNDATION

EQUIP

FES

FG

FL

FN

FOC

FPM

FPS

FTG

G

GAL

GALV

GIP

GND

GPD

GPM

GV

FLARED END SECTION

FINISH GRADE

FLOW LINE

FENCE

FACE OF CONCRETE

FEET PER MINUTE

FEET PER SECOND

FOOTING OR FITTING

GAS

GALLON

GALVANIZED

GALVANIZED IRON PIPE

GROUND

GALLONS PER DAY

GALLONS PER MINUTE

GATE VALVE

HB

HDWL

HNDRL

HORIZ

HR

HVAC

HWL

HWY

HYD

ID

IN

INSUL

INV

HOSE BIB

HEADWALL

HAND RAIL

HORIZONTAL

HOUR

HEATING, VENTILATION,

HIGH WATER LINE

HIGHWAY

HYDRANT

INSIDE DIAMETER

INLET

INSULATION

INVERT

KNOCKOUTKO

KPL

KWY

L

LF

LP

LT

MAINT

MAN

MATL

MAX

MECH

MFR

KICK PLATE

KEYWAY

LEFT OR LITER

LINEAR FOOT

LOW POINT

LIGHT

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MECHANICAL

MANUFACTURER

AIR CONDITIONING

MH

MIN

MISC

MJ

NA

NIC

NTS

OC

OD

OI

OPT

MANHOLE

MINIMUM

MISCELLANEOUS

MECHANICAL JOINT

NOT APPLICABLE

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPTIONAL ITEM

OPTIONAL

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF VERTICAL INTERSECTION

PROPERTY LINE

POLYETHYLENE

PC

PI

PVI

PL

PE

PREFAB

PRELIM

PREP

PROP

PSI

PT

PV

PVC

PVMT

PREFABRICATED

PRELIMINARY

PREPARATION

PROPOSED

POUNDS PER SQUARE INCH

POINT OF TANGENCY

PLUG VALVE

POLYVINYL CHLORIDE OR

PAVEMENT

QUANTITY

RADIUS

REINFORCED CONCRETE PIPE

ROOF DRAIN

REFERENCE

RECTANGULAR

REINFORCE (D) (ING) (MENT)

REQUIRED

RIGHT OF WAY

QTY

RAD

RCP

RD

RE

RECT

REINF

REQD

ROW

SAN

SD

SECT

SPEC

SQ

SQ FT

SQ YD

SS

SST

STA

STD

STL

STRUCT

SYM

SANITARY

STORM DRAIN

SECTION

SPECIFICATION

SQUARE

SQUARE FOOT

SQUARE YARD

SANITARY SEWER

STAINLESS STEEL

STATION

STANDARD

STEEL

STRUCTURAL

SYMMETRICAL

TEMPORARY BENCH MARK

TOP OF CONCRETE OR TOP OF CURB

TEMPORARY

TOTAL

TOP OF WALL OR CAP OF WALL

TYPICAL

TBM

TOC

TEMP

TOT

TW

TYP

VERT

W/

W/O

WW

VERTICAL

WITH

WITHOUT

WASTEWATER

ABAN ABANDON

DIAGONALDIAG

ECCENTRICECC

GAUGEGA

EJ EXPANSION JT

AUTOMATICAUTO

AVG AVERAGE

ARV AIR RELIEF VALVE

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM

BMP BEST MANAGEMENT PRACTICE

CDOT COLORADO DEPARTMENT OF TRANSPORTATION

CENTERCTR

CY CUBIC YARDS

DEMOLITIONDEMO

EA EACH

EQ EQUAL

EDGE OF PAVEMENTEOP

FEETFT

GRATINGGRTG

GALVANIZED STEEL PIPEGSP

HIGHH

INCL INCLUDED

JTS JOINTS

LOW WATER LEVELLWL

NORTHN

NATIONAL PIPE THREADNPT

POINT OF CURVE RETURNPCR

SWMP STORMWATER MANAGEMENT PLAN

THK THICK

TOB TOP OF BANK

PRESSURE CLEAN OUTPCO UNDERGROUND ELECTRICUGE

WIDE OR WIDTHW

AASHTO AMERICAN ASSOC. OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

AMERICAN WATER WORKS ASSOC.AWWA

E EAST

POINT OF VERTICAL CURVATURE

FF FINISH FLOOR

BVCE

BVCS

BEGIN VERTICAL CURVE ELEVATION

BEGIN VERTICAL CURVE STATION

EVCE

EVCS

END VERTICAL CURVE ELEVATION

END VERTICAL CURVE STATION

POINT OF VERTICAL CURVATUREVC

SQUARE INCHSQ IN

WSE WATER SURFACE ELEVATION

SPD STANDARD PROCTOR DENSITY

HE HORIZONTAL ELLIPTICAL

GCO GRADE CLEANOUT

BOTTOMBOT

UTILITYUTIL

LANDSCAPE(ING)LSCAPE

THRUST BLOCKTB

HIGH POINTHP

R RIGHT

TBC TOP BACK OF CURB

WATER QUALITY CONTROL ELEVATIONWQCE

IRR IRRIGATION

DOM DOMESTIC

VITRIFIED CLAY PIPEVCP

BW BOTTOM OF WALL

BOTTOM OF STEPBOS

TOP OF STEPTOS

ME MATCH EXISTING

REQUIREDREQD

GR GRATE

SERVICESVC

BG FINISHED GRADE ADJACENT TO BOTTOM OF WALL

TG FINISHED GRADE ADJACENT TO TOP OF WALL

ABC AGGREGATE BASE COURSE

IBC INTERNATIONAL BUILDING CODE

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 8:

C

W K

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 0-

LN

A-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C0-3

ABBREVIATIONS

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 5:

C

W K

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 0-

DM

O-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING

UNDERGROUND UTILITIES PRIOR TO

CONSTRUCTION. REFER TO GENERAL NOTES FOR

UTILITY LOCATION AND PROTECTION.

2. ACTUAL LIMITS MAY VARY, CONTRACTOR IS

RESPONSIBLE FOR ADJUSTING LIMITS OF

DEMOLITION AND CONSTRUCTION AS NECESSARY.

COORDINATE DEMOLITION REQUIREMENTS, LIMITS

OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF

ITEMS TO REMAIN, TREES, FENCING, ETC. WITH

CONTRACTING OFFICER AND RELEVANT

CONSTRUCTION AND PHASING PLANS.

3. REPLACE EXISTING FLATWORK AT UTILITY

TRENCHES AS REQUIRED.

4. ALL SAWCUTTING AND PAVEMENT REMOVAL

SHOULD BE TO THE NEAREST JOINT.

5. ALL DRY UTILITY AND ELECTRIC DEMOLITION OR

RELOCATION SHOULD BE COORDINATED WITH

CONTRACTING OFFICER, AND ARCHITECT PRIOR TO

CONSTRUCTION.

6. ALL NECESSARY EROSION AND SEDIMENTATION

CONTROLS MUST BE INSTALLED PRIOR TO

CONSTRUCTION.

7. CONTRACTOR TO COMPLY WITH ALL REGULATORY

REQUIREMENTS FOR HAZARDOUS MATERIAL

REMOVAL AND DISPOSAL.

8. REFER TO GENERAL NOTES FOR TREE PROTECTION.

COORDINATE WITH CONTRACTING OFFICER FOR

TREE REMOVAL.

9. CONTRACTOR TO MAINTAIN SAFE PEDESTRIAN

ACCESS. PROVIDE TEMPORARY ROUTE AND

SIGNAGE AS NEEDED.

10.CONTRACTOR TO TAKE NECESSARY PRECAUTIONS

TO PROTECT AND MAINTAIN SERVICES DURING

CONSTRUCTION.

11.CONTRACTOR TO REPAIR/REPLACE ALL DAMAGE TO

EXISTING FLATWORK OR SITE FEATURES NOT

INTENDED FOR DEMOLITION.

DEMOLITION NOTES:DEMOLITION LEGEND

DEMO SUBSURFACE FEATURE

DEMO SURFACE FEATURE

DEMO BUILDING

ABANDON SUBSURFACE FEATURE

LIMITS OF SAWCUT

REMOVE EXISTING TREE

PROTECT EXISTING TREE

C0-4

DEMOLITION NOTES AND

LEGEND

C0-7

C0-6

C0-8

C0-9

C0-11

C0-10

N

M

H

W

Y

O

O

D

S

L

EXIST

BLDG

EXIST

BLDG

EXIST

BLDG

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 5:

C

W K

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 0-

DM

O-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C0-5

OVERALL DEMOLITION

PLAN

BEGIN OVERHEAD LINE REMOVAL, WORK TO BE

COMPLETED BY JEMEZ MTN ELECTRICAL CO-OP

(SEE SHEET C2.0 FOR APPROXIMATE LOCATION

OF PROPOSED POWER POLE, NOT IN CONTRACT)

SALVAGE AND REUSE GRAVEL

MATERIAL AS POSSIBLE

(OI3)

EXISTING ACEQUIA

DRAINAGE CHANNEL

TO NOT BE DISTURBED

DEMO EXIST BUILDING

(REFER TO ASBESTOS

INVESTIGATION REPORTS FOR

ADDITIONAL REQUIREMENTS,

OI3)

SALVAGE AND REUSE

MATCHLINE - SEE SHEET C0-7

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 8:

C

W K

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 0-

DM

O-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C0-6

DEMOLITION PLAN

EXISTING ACEQUIA

DRAINAGE CHANNEL

TO NOT BE DISTURBED

REMOVE EXIST CULVERTS

DEMO EXIST BUILDING

(REFER TO ASBESTOS

INVESTIGATION REPORTS FOR

ADDITIONAL REQUIREMENTS )

SALVAGE AND RELOCATE EXIST

PROPANE TANK. DEMO

CONCRETE FOUNDATION. DEMO

EXIST GAS LINE.

(CONTRACTOR TO COORDINATE

WITH UTILITY OWNER)

SALVAGE AND

RELOCATE EXIST

BOLLARDS

DEMO EXIST SANITARY

SEWER SERVICE LINES

(TYP, ALL BUILDINGS)

DEMO EXIST OVERHEAD POWER AND

SERVICE LINES, WORK TO BE COMPLETED

BY JEMEZ MTN ELECTRICAL CO-OP

(TYP, ALL BUILDINGS, NOT IN CONTRACT)

DEMO WALKS

AND STAIRS

(TYP)

DEMO EXIST BUILDING

(REFER TO ASBESTOS

INVESTIGATION REPORTS FOR

ADDITIONAL REQUIREMENTS,

OI3)

SALVAGE AND REUSE

EXIST DUMPSTER

DEMO EXIST

CONCRETE

EXISTING

EDGE OF

ASPHALT

DEMO EXIST

ASPHALT

(OI3)

DEMO EXIST

ASPHALT

APPROX EXTENTS OF

ASPHALT REMOVAL

FOR BASE BID

DEMO EXIST

STORM DRAIN

AND INLET

(OI3)

DEMO EXIST POWER

POLE, WORK TO BE

COMPLETED BY JEMEZ

MTN ELECTRICAL CO-OP

(NOT IN CONTRACT)

SALVAGE AND REUSE

EXIST MANHOLE

DEMO EXIST SANITARY CLEANOUTS

DEMO EXIST

M A

T C

H L I N

E

S

E

E

T

C

MATCHLINE - SEE SHEET C0-6

MATCHLINE - SEE SHEET C0-8

O

I

B

A

B

I

D

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 8:

C

W K

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 0-

DM

O-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C0-7

ADDITIONAL REQUIREMENTS )

DEMO EXIST SANITARY

SEWER SERVICE LINES

(TYP, ALL BUILDINGS)

TREE PROTECTION FENCING

(RE: LSCAPE)

SALVAGE AND RELOCATE EXIST

PROPANE TANK. DEMO CONCRETE

FOUNDATION. DEMO EXIST GAS LINES.

(CONTRACTOR TO COORDINATE WITH

UTILITY OWNER)

DEMO EXIST POWER

POLE, WORK TO BE

COMPLETED BY JEMEZ

MTN ELECTRICAL CO-OP

(NOT IN CONTRACT)

SALVAGE AND

RELOCATE EXIST

BOLLARDS

DEMO EXIST BUILDING

(REFER TO ASBESTOS

INVESTIGATION REPORTS FOR

ADDITIONAL REQUIREMENTS )

SALVAGE AND REUSE

EXIST MANHOLE

DEMO EXIST SANITARY CLEANOUTS

DEMO EXIST

ELECTRIC LINE

AND PANEL

DEMO EXIST WALKS

AND STAIRS

SALVAGE AND REUSE

EXIST MANHOLE

DEMO EXIST WATER

SERVICE LINE AND

VALVES

DEMO EXIST

FLAGPOLE AND

CONCRETE BASE

TREE PROTECTION FENCING

DEMO EXIST CURB

DEMO EXIST TREE

(TYP)

PROTECT EXIST TREE

(TYP)

EXISTING ACEQUIA

DRAINAGE CHANNEL

TO NOT BE DISTURBED

M A

T C

H L I N

E

S

E

MATCHLINE - SEE SHEET C0-7

MATCHLINE - SEE SHEET C0-9

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 8:

C

W K

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 0-

DM

O-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C0-8

FLAGPOLE AND

CONCRETE BASE

TREE PROTECTION FENCING

(RE: LSCAPE)

PROTECT EXIST RESTROOM

BUILDING AND SURROUNDING

CONCRETE TO REMAIN

DEMO EXISTING CURBS

PROTECT EXIST TREE

(TYP)

DISCONNECT EXIST WATER SERVICE FROM

METER AND DEMO SERVICE LINE

(ASSUMED LAYOUT SHOWN. CONTRACTOR TO

VERIFY AND NOTIFY CONTRACTING OFFICER OF

ANY DISCREPANCIES PRIOR TO CONSTRUCTION.)

SAWCUT EXIST

CONCRETE WALK

EXISTING ACEQUIA

DRAINAGE CHANNEL

TO NOT BE DISTURBED

RELOCATION OF EXIST OVERHEAD ELEC TO

CONTINUE UNDERGROUND TO NEXT POWER

POLE, APPROX 65 LF BEYOND SHEET EXTENTS.

WORK TO BE COMPLETED BY JEMEZ MTN

ELECTRICAL CO-OP, NOT IN CONTRACT)

DEMO EXIST FIRE HYDRANT AND VALVE

DEMO EXIST CONC WALK

PROTECT EXIST METER

AND SERVICE TO

RESIDENCE

MATCHLINE - SEE SHEET C0-8

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 8:

C

W K

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 0-

DM

O-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C0-9

DEMO EXIST

CONCRETE

DEMO EXIST

ASPHALT

(OI3)

ROX EXTENTS OF

HALT REMOVAL

SALVAGE AND REUSE GRAVEL

MATERIAL AS POSSIBLE

(OI8)

DEMO EXIST CONCRETE WALKS

(OI3)

DEMO EXIST SEED BIN

AND FOUNDATION

DEMO TRAIL STEPS

(OI8)

DEMO EXIST STORAGE SHEDS

(OI8)

M A

T C

H L I N

E

S

E

C0-7

MATCHLINE - SEE SHEET C0-11

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 8:

C

W K

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 0-

DM

O-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C0-10

XIST WATER

E LINE AND

SAWCUT EXIST ASPHALT

DEMO EXIST CULVERT

(OI3)

DEMO ELEC SERVICE LINES

(OI3)

DEMO EXIST STORAGE SHEDS AND

MISCELLANEOUS STRUCTURES, COORDINATE

SALVAGE WITH CONTRACTING OFFICER

(TYP ALL EXISTING STRUCTURES ALONG

SOUTH END OF LOT, OI3)

DEMO TRAIL STEPS

(OI8)

DEMO EXIST STORAGE SHEDS

(OI8)

DEMO EXIST STORAGE SHEDS AND

MISCELLANEOUS STRUCTURES

(TYP ALL EXISTING STRUCTURES

ALONG EAST SITE OF LOT, OI4)

M A

T C

H L

I N

E

S

E

MATCHLINE - SEE SHEET C0-10

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 8:

C

W K

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 0-

DM

O-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C0-11

A

A

A

CE1-2

CE1-1

CE1-3

CE1-4

CE1-6

CE1-5

O

O

D

OFFICE

F

I R

E

W

A

R

E

H

O

U

S

E

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/3 0/1

9 1 8:

C

W K

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 1-

EC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND

MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM,

AND FINAL CONDITIONS.

2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE

PROPERTY LINES UNLESS OTHERWISE SPECIFIED.

WHEN CONSTRUCTION ACTIVITIES DISTURB

ADJACENT AND/OR RIGHT-OF-WAY PROPERTIES,

COORDINATION WITH PROPERTY OWNERS IS

REQUIRED PRIOR TO CONSTRUCTION.

EROSION AND SEDIMENTATION NOTES:

CE1-0

OVERALL EROSION

CONTROL PLAN

INLET PROTECTION

VEHICLE TRACKING CONTROL

SILT FENCE

EROSION CONTROL LEGEND

EXISTING INDEX CONTOUR

PROPOSED INDEX CONTOUR

SEDIMENT CONTROL LOG

CURB SOCK

ROOF DRAIN DOWNSPOUT

CONCRETE WASHOUT AREA

EROSION CONTROL BLANKET

LIMITS OF WORK

PROPOSED

INTERMEDIATE CONTOUR

EXISTING

INTERMEDIATE CONTOUR

OUTLET PROTECTION

MATCHLINE - SEE SHEET CE1-2

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 0/1

9 1 5:

S

AR

J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

1-

EC

P-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

CE1-1

DETAILED EROSION

CONTROL PLAN

T C

H L I N

E

S

E

MATCHLINE - SEE SHEET CE1-1

MATCHLINE - SEE SHEET CE1-3

OFFICE

FIRE

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 0/1

9 1 5:

S

AR

J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

1-

EC

P-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

CE1-2

DETAILED EROSION

T C

H L I N

E

S

E

MATCHLINE - SEE SHEET CE1-2

MATCHLINE - SEE SHEET CE1-4

OFFICE

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 0/1

9 1 5:

S

AR

J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

1-

EC

P-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

CE1-3

DETAILED EROSION

T C

H L

MATCHLINE - SEE SHEET CE1-3

O

O

D

USE WATER QUALITY POND

AREA FOR TEMPORARY

SEDIMENTATION POND

DURING CONSTRUCTION

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 0/1

9 1 5:

S

AR

J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

1-

EC

P-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

CE1-4

DETAILED EROSION

T C

H L I N

E

S

E

MATCHLINE - SEE SHEET CE1-6

FIRE

W

A

R

E

H

O

U

S

E

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 0/1

9 1 5:

S

AR

J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

1-

EC

P-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

CE1-5

DETAILED EROSION

T C

H L I N

E

S

E

MATCHLINE - SEE SHEET CE1-5

W

A

R

E

H

O

U

S

E

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 0/1

9 1 5:

S

AR

J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

1-

EC

P-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

CE1-6

DETAILED EROSION

A

A

C1-2

C1-1

C1-3

C1-4

C1-6

C1-5

OFFICE

F

I R

E

W

A

R

E

H

O

U

S

E

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 0/1

9 1 7:

S

AR

J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

1-

GR

P-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL

NOTES FOR UTILITY LOCATION AND PROTECTION.

2. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER

INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND

DRAINAGE PANS.

3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL

DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS.

4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR

FLOWLINE UNLESS OTHERWISE SPECIFIED.

5. IF WALL IS SHOWN, TG DENOTES THE FINISHED GRADE

ADJACENT TO THE HIGH SIDE OF THE WALL. BG DENOTES THE

FINISHED GRADE ADJACENT TO THE LOW SIDE OF THE WALL.

REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS

BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL,

CAP/FOOTER, ETC.)

GRADING AND DRAINAGE NOTES:

C1-0

OVERALL GRADING AND

DRAINAGE PLAN

MATCHLINE - SEE SHEET C1-2

CD1-0

12.0%

D50=9" RIPRAP

CHANNEL

IMPROVEMENTS

19.18 19.30 19.06

22.06 22.18 22.30

06.21 06.75

07.11 07.47 08.01

12.64 ME

08.80 FL ME

10.32 ME

04.64 05.18

05.54 05.90 06.44

02.97 03.51

03.87 04.23 04.77

03.93

04.29 04.65 04.50

05.0403.86

03.56

01.11 00.81

99.65 ME

99.74 ME

MATCH GRADES AT

EXISTING CULVERT

CROSSING

5+19.18

09.01 TG

08.76 BG

12" FES

FL 8312.47

INV IN(E) 8311.37 (12" PVC)

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:4

6 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 1-

GR

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C1-1

DETAILED GRADING AND

M A

T C

H L

I N

E

S

E

MATCHLINE - SEE SHEET C1-1

MATCHLINE - SEE SHEET C1-3

CD1-0

CD1-0

OFFICE

FFE:6309.2

FIRE

FFE:6315.25

3:1

4' VALLEY PAN

(OI3)

12.0%

.1

SWALE FLOW LINE

(TYP)

CHANNEL

IMPROVEMENTS

3'X5' BOX

CULVERT WITH

HEADWALLS

D50=9" RIPRAP

CHANNEL

IMPROVEMENTS 15.24

15.25 17.29

15.24

15.24

08.52

09.20

09.20 09.20

09.49 10.00

12.50 12.49

09.79

09.89 09.33

09.20

09.20

15.99 BG

19.96 BG

25.44 TG

17.21 TG

12" PVC

(OI3)

08.81 FL

08.90

07.96 FL

12.14 FL

11.54 FL

08.94 FL

08.79 FL

08.58 FL

09.10 09.14 09.10

09.20

08.83

09.05

08.98 09.12

08.76

09.08 09.02

09.51

09.73

09.87 10.89

10.57 10.43

10.21

10.12 11.29

11.17 12.63 12.75

12.51 12.92

13.04 13.16

19.18 19.30 19.06

22.06 22.18 22.30

11.29

14.14 FL

14.64 FL

16.58 FL

14.65 FL

15.14

15.14 15.12

15.14 15.14

15.14

15.14

15.71 15.87

DEPRESS CURB HEIGHT

FROM 6" TO 0" OVER 1'

14.43

14.02

13.85

12.75

09.10 08.83

07.84

08.20 08.56

09.31

09.87 09.99

07.30

06.21 06.75

07.11 07.47 08.01

12.64 ME

08.80 FL ME

10.32 ME

04.64

03.50 TG

03.00 BG

03.26 BG

03.26 BG

03.00 BG

08.59 TG

08.59 TG

03.50 TG

02.45 ME

00.84 FL ME

02.32 ME

CD1-8

03.00 FL

03.26

4+00

2.0%

09.50 TG

09.59 TG

08.15 TG

09.01 TG

04.26 BG

08.76 BG

07.90 BG

04.26 BG

04.26

05.47 FL

DROP INLET VALLEY TYPE

(OI3)

FL 6313.01

INV IN(NE) 6307.81 (12" PVC)

INV OUT(S) 6307.31 (18" PVC)

15.03

14.66 FL

13.23 FL

RADIO

TOWER

(NOT IN

CONTRACT)

APPROX LIMITS OF

GRADING EXTENTS

REQUIRED FOR BASE BID

2'X2' DROP INLET (OI3)

FL 8313.17

INV OUT(W) 8312.15 (12" PVC)

N1741913.54

E1510937.29

39 LF 12" PVC @ 2.00% (OI3)

12" FES

FL 8312.47

INV IN(E) 8311.37 (12" PVC)

N1741922.87

E1510899.26

PROTECT EXISTING

ACEQUIA CROSSING

UNDER ARROYO

09.07

TRANSFORMER

(RE: ELEC)

08.66 08.66

RIPRAP RUNDOWN

(D50=9", 5' WIDE,

DO NOT DISTURB

ACEQUIA)

RIPRAP

RUNDOWN

(D50=9", 5' WIDE)

RIPRAP

RUNDOWN (OI3,

D50=9", 5' WIDE)

13.53

12.65

SIDEWALK CHASE

(5' LONG, 12" WIDE, 6" DEEP

CENTERED AT DOWNSPOUT)

SIDEWALK CHASE

(12" WIDE, TRANSITION

DEPTH FROM 3" TO 6"

OVER LENGTH,

CENTERED AT

DOWNSPOUT)

5' LONG DRAINAGE CHANNEL

(CENTERED AT DOWNSPOUT)

CD1-16

CD1-16

5' LONG DRAINAGE

CHANNEL, CENTERED

AT DOWNSPOUT

SMALL PIPE HEADWALL

INV OUT(E) 6305.00 (6" PVC)

35 LF 6" PVC @ 1.82%

CD1-16

F

P

V

6" X 12" TEE

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:4

6 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 1-

GR

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C1-2

DETAILED GRADING AND

M A

T C

H L

I N

E

S

E

MATCHLINE - SEE SHEET C1-2

MATCHLINE - SEE SHEET C1-4

CD1-6

CD1-2

CD1-0

OFFICE

FFE:6309.2

3:1

2:1

93 LF 18" PVC

18" PVC

(OI3)

SWALE FLOW LINE

(TYP)

PROTECT

EXISTING

ACEQUIA

DRIVE

CENTERLINE

PROFILE, SEE

SHEET C1-7

08.52

12.50 12.49

09.79

09.89 09.33 09.2009.20

09.20

09.20

03.69 TG

03.84 BG

03.95 BG

07.54 TG

06.99 FL

07.84 FL

07.89 FL

08.49 FL

08.58 FL

08.54 FL

08.99 FL

08.81 FL

09.05 FL

08.90 FL

08.82 FL

08.75 FL

08.03 FL

07.74 FL

08.90

06.74 FL

07.55 FL

07.96 FL

12.14 FL

15.71 15.87

07.69 BG ME

11.69 TG ME

13.13 BG ME

13.37 TG ME

09.01 BG ME

09.74 TG ME

03.51 FL

05.25 FL

06.74 FL

06.88 FL

04.10

05.84 04.11

07.67

07.82 08.30 08.15

08.63 08.48

08.78 08.73

08.40

DEPRESS CURB HEIGHT

FROM 6" TO 0" OVER 1'

DEPRESS CURB

HEIGHT FROM 6"

TO 0" OVER 5'

2'X2' DROP INLET

FL 6304.79

INV OUT(S) 6301.30 (18" CMP)

N1741714.68

E1510925.38

DEPRESS CURB

HEIGHT FROM 6"

TO 0" OVER 7.5'

155 LF 18" PVC @ 5.06%

2% MAX SLOPE IN

ANY DIRECTION FOR

ADA PARKING AREAS

(TYP)

08.87

08.14

08.18

08.20 08.21

08.10

07.22 07.37

07.47 FL

06.27

90 LF 18" CMP @ 2.56%

12.75

DEPRESS CURB

HEIGHT FROM 6"

TO 0" OVER 1'

3.0%

2.0%

2.0%

04.83

06.11

00.69 FL

02.56

03.56 BG

07.56 TG ME

4'x4' DROP INLET, CONNECT TO EXISTING 24"

CMP PIPE, CONTRACTOR

TO VERIFY LOCATION, DEPTH,

AND MATERIAL PRIOR TO

DROP INLET VALLEY TYPE

(OI3)

FL 6313.01

INV IN(NE) 6307.81 (12" PVC)

INV OUT(S) 6307.31 (18" PVC)

N1741797.53

E1510985.87

13.23 FL

WATER QUALITY

POND OUTLET WEIR

W/ ORIFICE PLATE

TOP OF BERM

94.50

94.50 93.00

CD1-15

CD1-3

09.07 09.01

09.09

08.89

TRANSFORMER

(RE: ELEC)

SIDEWALK CHASE

(12" WIDE, TRANSITION

DEPTH FROM 3" TO 6"

OVER LENGTH,

CENTERED AT

DOWNSPOUT)

(CENTERED AT DOWNSPOUT)

CD1-16

5' LONG DRAINAGE

CHANNEL, CENTERED

AT DOWNSPOUT

SMALL PIPE HEADWALL

INV OUT(E) 6305.00 (6" PVC)

35 LF 6" PVC @ 1.82%

DOWNSPOUT ROOF

DRAIN CONNECTION

RIM 6309.19

INV IN(W) 6305.64 (6" PVC)

N1741769.06

E1510873.96

CD1-16

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:4

6 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 1-

GR

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C1-3

DETAILED GRADING AND

MATCHLINE - SEE SHEET C1-3

CD1-4

CD1-1

O

O

D

TIERED BOULDER

RETAINING WALLS

DRIVE

CENTERLINE

PROFILE, SEE

SHEET C1-7

03.69 TG

03.84 BG

03.95 BG

01.87 BG

99.00 BG

98.90 BG

07.54 TG

05.87 TG

03.05 TG ME

00.59 TG ME

TYPE 2 CURB DROP INLET,

CONNECT TO EXISTING 24"

CMP PIPE, CONTRACTOR

TO VERIFY LOCATION, DEPTH,

AND MATERIAL PRIOR TO

CONSTRUCTION AND NOTIFY

CO…