Attach2 RGS0-100-1-Drawings-Stamped.pdf

DATE

RECOMMENDED BY:

FOREST ENGINEER

PROJECT MANAGER

REGIONAL ENGINEER

FOREST SUPERVISOR

ENGINEERING/REGIONAL SPECIALIST [CDI MANAGER]

I HAVE REVIEWED THE TECHNICAL ASPECTS OF THESE DRAWINGS:

APPROVED BY:

THESE DRAWINGS COMPLY WITH THE FOREST PLAN AND PROJECT

SPECIFIC NEPA DOCUMENTATION:

DATE

DATE

DATE

DATE

PROJECT LOCATION

PROJECT ADDRESS

9th AND HERMOSA

DEL NORTE, CO 81132

LATITUDE: 40°45'53.28"N

LONGITUDE: 73°58'50.88"W

PROJECT

LOCATION

RIO GRANDE NATIONAL FOREST

RIO GRANDE COUNTY, COLORADO

SUPERVISOR'S OFFICE

PROJECT LOCATION

DEL NORTE, CO

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

Boulder Fort Collins Winter Park Glenwood Springs Denver

COVER

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4/7/20

Dan S. Dallas

Douglas P. Wise 4/9/2020

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

SHEET INDEX

G002

SHEET SHEET TITLENO.

G001 COVER

G002 SHEET INDEX

C001 CIVIL GENERAL NOTES

C002

DEMOLITION PLAN

C003

UTILITY PLAN

C004

HORIZONTAL CONTROL PLAN

C200

UTILITY DETAILSCD200

SITE DETAILS

GENERAL

CIVIL

LANDSCAPE

ARCHITECTURAL

ABBREVIATIONS AND SYMBOLS

GENERAL NOTES

LIFE SAFETY PLAN

SPACE UTILIZATION PLAN

EXTERIOR WALL TYPES, FLOOR AND ROOF TYPES

G001 SITE ACCESSIBILITY PLAN

A001 A002 A010 A011 A015

A020

CODE ANALYSIS

DEMOLITION ROOF PLAN

OVERALL FLOOR PLAN

ROOF PLAN

A030 A031 A101 A131 A211

DEMOLITION PLANS

REFLECTED CEILING PLAN

BUILDING ELEVATIONS

A301 A302

A611

BUILDING ELEVATIONS

MECHANICAL

PLUMBING

INTERIOR ELEVATIONS

C300

SITE DETAILS

CD300

CD301

CIVIL LEGENDS

CIVIL ABBREVIATIONS

MECHANICAL COVER SHEETM000106

EROSION CONTROL PLANCE1008

GRADING AND DRAINAGE PLANC1009

LS101 LANDSCAPE SITE LAYOUT PLAN23

LANDSCAPE SITE LAYOUT PLAN ENLARGEMENTS24

LANDSCAPE PLANTING PLAN35

LANDSCAPE PLANTING PLAN ENLARGEMENTS36

SITE LAYOUT DETAILS32

SITE LAYOUT DETAILS33

SITE LAYOUT DETAILS34

LANDSCAPE PLANTING DETAILS37

LANDSCAPE PLANTING NOTES AND SCHEDULE38

LS102

LP101

LP102

LS110

LS111

LS112

LP103

LP104

SHEET SHEET TITLENO. SHEET SHEET TITLENO.

BUILDING SECTIONSA311

BUILDING SECTIONSA312

WALL SECTIONSA401

WALL SECTIONSA402

ACCESSORY SCHEDULES AND ELEVATIONSA600

A612 INTERIOR ELEVATIONS74

A613 INTERIOR ELEVATIONS75

A614 INTERIOR ELEVATIONS76

A615 INTERIOR ELEVATIONS77

A616 INTERIOR ELEVATIONS78

A617 INTERIOR ELEVATIONS79

A618 INTERIOR ELEVATIONS80

A619 INTERIOR ELEVATIONS81

A620 INTERIOR ELEVATIONS82

A630 GENERAL MILLWORK DETAIL85

A700 DOOR SCHEDULES AND TYPES86

A710 WINDOW TYPES87

A720 PLAN DETAILS89

A721 PLAN DETAILS90

A730 SECTION DETAILS - FOUNDATION91

A735 SECTION DETAILS - ROOF93

A741 MISC. DETAILS, ENTRY COLUMNS94

A742 MISC. DETAILS, ENTRY DESK95

A800 INTERIOR FINISH NOTES97

A901 OPTIONAL WORK - SHOWER ROOM103

A902 OPTIONAL WORK - TRASH ENCLOSURE104

A904 OPTIONAL WORK - STANDING SEAM METAL ROOM105

MECHANICAL CALCULATIONSM001107

MECHANICAL EQUIPMENT SCHEDULESM002108

MECHANICAL EQUIPMENT SCHEDULESM003109

MECHANICAL DETAILSM004110

MECHANICAL DETAILSM005111

MECHANICAL CONTROLS SEQUENCESM006112

MECHANICAL DEMO PLANM100113

MECHANICAL CONSTRUCTION PLANM200114

PLUMBING COVER SHEETP000117

PLUMBING SCHEDULESP001118

PLUMBING DETAILSP002119

PLUMBING DETAILSP003120

WASTE & VENT ISOMETRICSP004121

DOMESTIC WATER PLANP200124

DETAILED GRADING AND DRAINAGE PLANC10110

GRADING AND DRAINAGE DETAILSCD10012

DETAILED GRADING AND DRAINAGE PLANC10211

GRADING AND DRAINAGE DETAILSCD10113

LINE AND CURVE TABLEC30118

SITE DETAILSCD30221

INTERIOR WALL TYPESA02158

A750 CEILING DETAILS96

A801 INTERIOR FINISH LEGEND98

A802 INTERIOR DETAILS99

A811 FIRST FLOOR FINISH PLAN100

A831 FURNITURE PLAN101

A900 OPTIONAL WORK - OVERALL FLOOR PLAN102

MECHANICAL PIPING PLANM201115

G003 SHEET INDEX3

WALL DETAILS & SCHEDULES

FRAMING DETAILS

S503 S504

MECHANICAL ROOF PLANM202116

DOMESTIC WATER ISOMETRICSP005122

PLUMBING DEMO PLANP100123

GRID PLANA01656

A250 ENLARGED FLOOR PLAN64

A251 ENLARGED CEILING PLAN65

A715 WINDOW DETAILS88

A731 SECTION DETAILS - FOUNDATION92

LANDSCAPE SITE LAYOUT PLAN ENLARGEMENTS

(OPTION)

25 LS103

LANDSCAPE SITE COORDINATE POINT PLAN26

LANDSCAPE SITE COORDINATE POINT PLAN

ENLARGEMENTS

LANDSCAPE SITE COORDINATE POINT TABLE AND

NOTES

SITE LAYOUT DETAILS31

LS104

LS105

LS107

LS109

LANDSCAPE SITE COORDINATE POINT PLAN

ENLARGEMENTS

28 LS106

SITE LAYOUT DETAILS30 LS108

FRAMING DETAILSS50549

FRAMING DETAILSS50650

STRUCTURAL

S001 COVER SHEET

S002 GENERAL NOTES, ABBREVIATIONS & SYMBOLS

S030 FOUNDATION DEMO PLAN41

S101 FOUNDATION PLAN43

S102 ROOF PLAN44

S501 FOUNDATION DETAILS45

S502 FOUNDATION DETAILS & TRASH ENCLOSURE46

S031 MEZZANINE & ROOF DEMO PLAN42

WASTE & VENT PLANP201125A621 INTERIOR ELEVATIONS83

A622 INTERIOR ELEVATIONS84 PLUMBING OPTIONS PLANP202126

GRADING AND DRAINAGE DETAILSCD10214

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP AR TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

SHEET INDEX

G003

SHEET SHEET TITLENO. SHEET SHEET TITLENO. SHEET SHEET TITLENO.

ELECTRICAL

GAS PIPING PLANP400128

ELECTRICAL LEGENDE000129

ELECTRICAL GENERAL NOTESE001130

ELECTRICAL/LOW VOLTAGE DETAILSE002131

ELECTRICAL/LOW VOLTAGE DETAILSE003132

ELECTRICAL/LOW VOLTAGE DETAILSE004133

ELECTRICAL DEMOLITION SITE PLANE020135

ELECTRICAL DEMOLITION POWER PLANE030136

ELECTRICAL DEMOLITION LIGHTING PLANE040137

CONDENSATE PIPING PLANP300127

ELECTRICAL SITE PLANE100138

ELECTRICAL/LOW VOLTAGE DETAILSE005134

OFFICE TECHNOLOGY PLANE111140

OFFICE ELECTRICAL LIGHTING PLANE211141

OFFICE ELECTRICAL ONE-LINE DIAGRAME400142

OFFICE ELECTRICAL SCHEDULES AND DETAILSE500143

OFFICE ELECTRICAL POWER PLANE110139

OFFICE ELECTRICAL SCHEDULES AND DETAILSE501144

OFFICE ELECTRICAL SCHEDULES AND DETAILSE502145

OFFICE ELECTRICAL SCHEDULES AND DETAILSE503146

GENERAL NOTES

Know what's below.

before you dig.Call

R

1. 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 APPLICABLE DEL NORTE FIRE DEPARTMENT 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., FOR LOCAL AND STATE GROUNDWATER

DISCHARGE AND COLORADO 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 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

COLORADO (1-800-922-1987, WWW.UNCC.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 COLORADO 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 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 COLORADO, URBAN

DRAINAGE AND FLOOD CONTROL DISTRICT "URBAN STORM DRAINAGE CRITERIA MANUAL VOLUME

3", THE M-STANDARD PLANS OF THE COLORADO 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 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 FLATIRONS, INC. SEE "TOPOGRAPHIC EXHIBIT" JOB NUMBER 19-73,274. PROJECT BENCHMARK ELEVATION: 7918.52' AT

SET #4 REBAR MARKED "ONSITE BENCHMARK". THE DATUM IS 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-1 N 1367598.02 E 2753929.28 ELEV 7918.52 ONSITE BENCHMARK #4 REBAR

CP-2 N 1367703.46 E 2754452.61 ELEV 7900.88 #4 REBAR W/ YELLOW PLASTIC CAP

CP-3 N 1367988.48 E 2754496.51 ELEV 7887.34 #4 REBAR W/ YELLOW PLASTIC CAP

BASIS OF BEARINGS: SEE PLANS.

20. SURVEY UTILITY LOCATION INFORMATION PER THE SURVEYOR: SUBSURFACE UTILITIES ARE SHOWN IN

APPROXIMATE HORIZONTAL AND VERTICAL LOCATIONS CONSISTENT WITH ASCE 38-02 QUALITY LEVEL "C" (INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D;

INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS), AND BASED ON FIELD MEASUREMENTS PROVIDED BY THE OWNER AND THE CONTRACTOR. SUBSURFACE UTILITIES ARE NOT DEPICTED TO THE EXTENT SET FORTH IN ASCE 38-02 QUALITY LEVELS "A" (INFORMATION OBTAINED THROUGH THE NONDESTRUCTIVE EXPOSURE OF UNDERGROUND UTILITIES, AND ALSO PROVIDES THE TYPE, SIZE, CONDITION, MATERIAL AND OTHER CHARACTERISTICS OF UNDERGROUND FEATURES.) OR "B" (INFORMATION OBTAINED BY THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF VIRTUALLY ALL UTILITIES WITHIN THE PROJECT LIMITS. THE INFORMATION OBTAINED IN THIS MANNER IS SURVEYED TO PROJECT CONTROL.).

TO THE EXTENT DEEMED NECESSARY FOR THE PROTECTION OF PERSONS AND PROPERTY, POTHOLING OR OTHER PRECISE MAPPING SHOULD BE COMPLETED TO CONFIRM THE EXACT LOCATION OF ANY SUBSURFACE UTILITIES. NOTIFY OWNER AND ENGINEER WITH ALL UTILITY INFORMATION PRIOR TO

CONSTRUCTION.

VISIT HTTPS://WWW.FHWA.DOT.GOV/PROGRAMADMIN/SUEINDEX.CFM FOR MORE INFORMATION.

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP AR TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

CIVIL GENERAL

NOTES

C001

BASE AND OPTIONAL ITEMS

THESE DRAWINGS INCLUDE CALLOUTS

FOR OPTIONAL WORK. WORK NOT

DESCRIBED AS OPTIONAL SHALL BE

ASSUMED TO BE INCLUDED UNDER BASE

ITEMS. REFER TO SCHEDULE OF ITEMS

IN PROJECT SPECIFICATIONS FOR

DESCRIPTIONS OF WORK INCLUDED

UNDER BASE AND OPTIONAL ITEMS.

SURVEY LEGEND

CONCRETE

EDGE OF ASPHALT

GRAVEL

FENCE

SIGN

WATER LINE

WATER VALVE

FIRE HYDRANT

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

STORM DRAINAGE LINE

STORM DRAINAGE MANHOLE

CURB INLET

UNDERGROUND ELECTRICAL LINE

ELECTRICAL TRANSFORMER

LIGHT POLE

DECORATIVE LIGHT

FIBEROPTIC LINE

TELEPHONE LINE

TELEPHONE RISER

GAS LINE

INDICATION OF ACCESS

ELECTRICAL RISER

ELECTRIC VAULT

MAILBOX

WATER METER

OVERHEAD ELECTRICAL LINE

GUY WIRE

ELECTRICAL POLE

BOULDER

GUARDRAIL

BOLLARD

BUILDING

CONIFEROUS TREE (TRUNK

DIAMETER/DRIP LINE RADIUS)

DECIDUOUS TREE (TRUNK

DIAMETER/DRIP LINE RADIUS)

NOTE: SHADED ITEMS REPRESENT EXIST FEATURES

FOUND MONUMENT

BENCHMARK AS DESCRIBED

FOUND MONUMENT

AS MEASURED AT TIME OF SURVEY

PLAT

TEST CP

UTILITY LOCATED FROM MAP

CALCULATED FROM RECORD AND

AS MEASURED INFORMATION

RECORDED

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

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP AR TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

CIVIL LEGENDS

C002

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

4/ 6/

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SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP AR TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

CIVIL

ABBREVIATIONS

C003

CONCRETE WALL

ROCK WALL

F.F.E: 7907.61'

F.F.E: 7908.14'

F.F.E: 7909.30' B. HT.: 7919.23'

B. HT.: 7919.57'

B. HT.: 7920.99'

B. HT.:

7917.05'

F.F.E: 7907.58'

F.F.E: 7907.78'

F.F.E: 7907.59'

F.F.E: 7907.31'

SANITARY MANHOLE

RIM ELEV: 7904.67'

INV IN: 7901.02' (SW) 6" CONCRETE

INV OUT: 7900.94' (NE) 6" CONCRETE

SANITARY MANHOLE

RIM ELEV: 7895.85'

INV IN: 7892.46' (S) 6" PVC

INV OUT: BROKEN PIPE, UNABLE

TO OBTAIN INVERT (N)

BOTTOM OF BOX: 7891.12'

FILLED WITH MUD

3" METAL PIPE RISER

6" METAL

PIPE

RISER

ROOF VENT

TIN ROOF

GAS FEATURE LOCKED INSIDE FENCE

TENNIS

COURTS

TREE CLUSTER

ROCK FIRE PIT

1" GAS PIPE INTO GROUND

3" GAS PIPE INTO GROUND

3" PVC RISER

2' BOULDER

10' BOULDER

CHASE

TREE CLUSTER 6'X20'

WOOD SHED

10'X10' WOOD SHED

8' DIA. BUSH

ALUMINUM

GATE

PORTABLE

WOOD

BUILDING

B. HT.: 7918.12'

COV

BOULDERS, (TYP)

PORTABLE

WOOD

BUILDING

CROSS WALK

CHASE

3' BOULDER, (TYP)

ROCK WALL

ROCK PLANTER

WOOD WALL

ROCK WALL

CROSS WALK

ROAD STRIPING

ROAD

STRIPING

FIELD HOUSE BUILDING

COV

COV

10' DIA. BUSH

END NOT FOUND

ROAD STRIPING

CROSS WALK

LINE OF BOULDERS

ROCK FIRE PIT

ROLL UP GARAGE DOOR

BIKE RACK

F.F.E: 7907.69'

F.F.E: 7907.54'

F.F.E: 7907.59'

F.F.E: 7907.61'

F.F.E: 7907.46'

F.F.E: 7907.68'

STAND PIPES

RAILROAD TIE

RAILROAD TIE

TIMBER CURB

WOOD WALL

END NOT FOUND

WATER METER SHOWN PER MAPS

UNABLE TO FIELD LOCATE

UTILITY LOCATOR WAS UNABLE

TO LOCATE THE WATER LINE

TO THE BUILDING BECAUSE

THERE WAS NO SIGNAL

CHASE

FIBEROPTIC WARNING

SIGN

FIBEROPTIC LINES RUN

SANITARY LINE SHOWN

PER RECORD

DRAWINGS

PROTECT EXIST CURB

& GUTTER IN PLACE

DEMO EXISTING

ASPHALT.

(SEE NOTE 10, TYP)

DEMO EXISTING

BUILDING

(RE:ARCH)

DEMO EXISTING

CONCRETE PAVING

(SEE NOTE 10, TYP)

DEMO EXISTING

TIMBER CURBS TO

PROPERTY

BOUNDARY

(TYP)

DEMO EXISTING ROCK WALLS,

BOULDERS, AND LANDSCAPING, +/- 7

BOULDERS TO BE REMOVED AND

SALVAGED FOR RE-USE ON SITE

(RE: LSCAPE)

DEMO EXISTING

CONCRETE WALLS,

BOULDERS, AND

LANDSCAPING

DEMO EXISTING

CURB AND GUTTER

(TYP)

DEMO EXISTING

ALUMINUM GATE

DEMO EXISTING

LIGHT POLE

REFER TO ELECTRICAL

DEMOLITION PLAN FOR

DIRECTION

(RE: ELEC)

REFER TO ELECTRICAL

DEMOLITION PLAN FOR DIRECTION

(RE: ELEC)

REFER TO ELECTRICAL DEMOLITION PLAN

FOR DIRECTION

CUT AND CAP EXIST 1" SERVICE LINE AT METER AND

COORDINATE RETURN OF METER TO TOWN WITH

CONTRACTING OFFICER. ABANDON SERVICE LINE IN PLACE.

(CONTRACTOR TO VERIFY EXIST LINE SIZE AND MATERIAL

TYPE PRIOR TO CONSTRUCTION, RE: TOWN OF DEL NORTE)

REFER TO ELECTRICAL

DEMOLITION PLAN FOR

DIRECTION

ABANDON SANITARY

SEWER IN PLACE

PLUG EXISTING SANITARY

PIPES AND ABANDON

MANHOLE IN PLACE

(RE: TOWN OF DEL NORTE)

REFER TO ELECTRICAL

DEMOLITION SITE PLAN

EXISTING

BUILDING

FFE = 7907.58

REMOVE FLAG POLE

TO BE REMOVED BY PREVIOUS OWNER

(NOT IN CONTRACT)

TO BE REMOVED BY PREVIOUS OWNER

(NOT IN CONTRACT)

DEMO EXIST RAILROAD

TIE

REFER TO GRADING PLAN FOR EXTENTS

OF CLEARING INCLUDED IN BASE AND

OPTIONAL ITEMS

(OPTIONAL)

UNIMPROVED TRACKED ROAD

4/ 6/

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SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

DEMOLITION

PLAN

C004

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 NECESSARY EROSION AND SEDIMENTATION CONTROLS

MUST BE INSTALLED PRIOR TO CONSTRUCTION.

6. CONTRACTOR TO COMPLY WITH ALL REGULATORY

REQUIREMENTS FOR HAZARDOUS MATERIAL REMOVAL AND

DISPOSAL.

7. CONTRACTOR TO MAINTAIN SAFE PEDESTRIAN ACCESS.

PROVIDE TEMPORARY ROUTE AND SIGNAGE AS NEEDED.

8. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO

PROTECT AND MAINTAIN SERVICES DURING CONSTRUCTION.

9. CONTRACTOR TO REPAIR/REPLACE ALL DAMAGE TO EXISTING

FLATWORK OR SITE FEATURES NOT INTENDED FOR

DEMOLITION.

10. ALL EXISTING ASPHALT AND CONCRETE PAVING TO BE

CRUSHED AND REUSED ON SITE. COORDINATE STORAGE

LOCATIONS AND QUANTITIES MIXED INTO GENERAL FILL WITH

CONTRACTING OFFICER.

DEMOLITION NOTES:

DEMOLITION LEGEND

DEMO SUBSURFACE FEATURE

DEMO SURFACE FEATURE

DEMO BUILDING

ABANDON SUBSURFACE FEATURE

LIMITS OF SAWCUT

REMOVE EXISTING TREE

PROTECT EXISTING TREE

(REFER TO LSCAPE FOR DETAILS)

SANITARY MANHOLE

RIM ELEV: 7904.67'

INV IN: 7901.02' (SW) 6" CONCRETE

INV OUT: 7900.94' (NE) 6" CONCRETE

BOTTOM OF BOX: 7891.12'

FILLED WITH MUD

3" METAL PIPE RISER

6" METAL PIPE

RISERROOF VENT

TIN ROOF

GAS FEATURE LOCKED INSIDE FENCE

3" PVC RISER

CHASE

8' DIA. BUSH

COV

BOULDERS, (TYP)

CROSS WALK

CHASE

ROAD STRIPING

FIELD HOUSE BUILDING

10' DIA. BUSH

END NOT FOUND

LINE OF BOULDERS

WOOD WALL

END NOT FOUND

WATER METER SHOWN PER MAPS

UNABLE TO FIELD LOCATE

CHASE

SANITARY LINE SHOWN

PER RECORD DRAWINGS

ELEC

ELEC

E

T

ALL IMPROVEMENTS WITHIN BOUNDARY, WITH THE

EXCEPTION OF CLEARING, GRADING, STORM

INFRASTRUCTURE AND NATIVE SEEDING NECESSARY

TO CONSTRUCT THE DETENTION POND AND

EMERGENCY OVERFLOW ARE OPTIONAL ITEMS.

(OPTIONAL, RE: SPECS FOR SCHEDULE OF ITEMS)

4/ 6/

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SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

EROSION

CONTROL PLAN

CE100

INV IN: 7901.02' (SW) 6" CONCRETE

INV OUT: 7900.94' (NE) 6" CONCRETE

3" METAL PIPE RISER

6" METAL PIPE

RISERROOF VENT

TIN ROOF

GAS FEATURE LOCKED INSIDE FENCE

3" PVC RISER

CHASE

8' DIA. BUSH

COV

BOULDERS, (TYP)

CROSS WALK

CHASE

ROAD STRIPING

FIELD HOUSE BUILDING

10' DIA. BUSH

END NOT FOUND

LINE OF BOULDERS

WOOD WALL

END NOT FOUND

WATER METER SHOWN PER MAPS

UNABLE TO FIELD LOCATE

CHASE

SANITARY LINE SHOWN

PER RECORD DRAWINGS

7898789979017902

79027903

7894789678

RENOVATED

BUILDING

FFE = 7907.58

T

990102

CD100

CD100

CD102

ROOF DRAIN DOWNSPOUT CONNECTION

INV OUT(NE) 7905.16 (8" PVC)

N1367678.14 E2754321.43

ROOF DRAIN DOWNSPOUT CONNECTION

INV OUT(NE) 7905.16 (8" PVC)

N1367685.87 E2754317.13

SMALL PIPE HEADWALL

INV IN(NW) 7904.94 (8" PVC)

N1367664.53 E2754332.90

12" AREA DRAIN

GR 7906.05

INV OUT(NW) 7903.78 (8" PVC)

N1367718.80 E2754309.99

12" AREA DRAIN

GR 7906.05

INV IN(SE) 7903.22 (8" PVC)

INV OUT(NE) 7903.22 (8" PVC)

N1367768.45 E2754282.11

OUTLET STRUCTURE

GR 7902.55

INV OUT(NE) 7901.30 (12" RCP)

N1367858.12 E2754264.16

SMALL PIPE HEADWALL

INV IN(SW) 7901.50 (8" PVC)

N1367810.43 E2754356.89

12" FES

INV IN(SW) 7899.87 (12" RCP)

N1367891.73 E2754338.52

POND 2 OUTLET STRUCTURE

GR 7897.91

INV OUT(N) 7896.66 (12" RCP)

N1367841.70 E2754389.13

POND 3 OUTLET STRUCTURE

GR 7896.72

INV OUT(E) 7895.70 (12" PVC)

N1367572.35 E2754471.37

12" FES

INV IN(W) 7893.00 (12" PVC)

N1367565.89 E2754524.43

55 LF 12" RCP @ 1.00%

82 LF 12" RCP @ 1.75%

53 LF 12" PVC @ 5.05%

57 LF 8" PVC @ 1.00%

86 LF 8" PVC @ 2.00%

3 LF 8" PVC @ 1.00%

17 LF 8" PVC @ 0.58%

CD100

CD100

EMERGENCY SPILLWAY

CD100

SPLASH BLOCKS AT

ALL DOWNSPOUTS IN

SOFTSCAPE

(TYP;RE:LSCAPE)

24' WIDE LEVEL

SPREADER AT

BASE OF RIPRAP

RUNDOWN

12" FES

INV IN(S) 7896.11 (12" RCP)

N1367893.94 E2754406.19

49 LF 18" CMP @ 2.64%

18" FES

INV IN(W) 7891.39 (18" CMP)

N1367890.19 E2754468.77

18" FES

INV OUT(E) 7892.67 (18" CMP)

N1367900.75 E2754421.38

CD101

CD101

PROPERTY BOUNDARY

(APPROX LOCATION)

CONTRACTOR TO LOCATE

UTILITIES PRIOR TO

CONSTRUCTION.

CONTRACTOR TO OBTAIN

TEMPORARY EASEMENTS FOR

ANY OFFSITE WORK.

4/ 6/

5:

C W

K K:

\2

9.

.1 C

-U

SF

S R

IO

G

R

AN

D E

SU

PE

R

VI

SO

R

S O

FF

IC

E D

ES

IG

N \D

R

AW

IN

G

S\

.1

9.

1C

-0 1-

G R

P-

.D W

G

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

GRADING AND

DRAINAGE PLAN

C100

INV IN: 7901.02' (SW) 6" CONCRETE

INV OUT: 7900.94' (NE) 6" CONCRETE

SANITARY MANHOLE

RIM ELEV: 7895.85'

INV IN: 7892.46' (S) 6" PVC

INV OUT: BROKEN PIPE, UNABLE

TO OBTAIN INVERT (N)

BOTTOM OF BOX: 7891.12'

FILLED WITH MUD

6" METAL PIPE

RISERROOF VENT

TIN ROOF

GAS FEATURE LOCKED INSIDE FENCE

3" PVC RISER

8' DIA. BUSH

10' DIA. BUSH

END NOT FOUND

END NOT FOUND

CHASE

FIBEROPTIC WARNING SIGN

SANITARY LINE SHOWN PER RECORD

DRAWINGS

78987899

79017902 79027902

79077907

789678

RENOVATED

BUILDING

FFE = 7907.58

2.5%

2.0%

2.

8%

3.0%

3.6%

3.7%

7.

2%

5.2%

2.9

2.0%

7.0%

4.8%

ELEC

ELEC

E

ROOF DRAIN W/ 1' CHASE

EXTEND DOWNSPOUT HEAT

TRACE THROUGH CHASE

(OPTIONAL; TYP)

6' CONCRETE VALLEY

PAN

DRAINAGE SWALE

(TYP)

07.96

07.29 07.32 07.55

05.61 05.44

05.34

05.29 05.04

04.90 04.66

04.86

04.81 04.84

04.54

06.41 06.72

06.48

07.52

06.77 FL

06.96 FL

06.95 FL

06.17 FL

05.73 FL

05.60 FL

05.35 FL

05.21 FL

05.55 FL

05.91 FL

06.54 FL

06.16

06.61

06.32

05.87

06.56

06.67

06.62 06.88

06.91

06.72

06.34

05.64 FL

05.85

05.54

04.89

04.86

05.1105.20 05.19

06.36 FL

06.13 FL

06.25 FL

06.30 FL

06.66 FL

06.81 FL

06.88 FL

07.58

07.43

07.08 07.03

97.31 ME

06.30 06.38

06.56 06.48

06.62

07.41

07.32 07.05

07.37 07.451.4%

04.43

03.85

03.49

01.39

98.62

96.40

99.30

00.40

03.01 03.55

04.53

04.80

04.86 04.56

04.9705.27 05.29 05.25

04.46

03.46

02.72

03.76

02.78 ME

07.29

07.44

07.59 07.53

07.59

07.15

07.52

07.52 07.54

07.52

07.52

07.45 07.34

07.34

07.21 07.37

07.45 07.34

07.52

07.34

07.57

07.57 07.52 07.52 07.35

07.46

07.34 07.45 07.52

07.4107.46 07.49

07.41 07.48

07.48

07.86 07.77 07.66

07.50

07.77 07.66

08.00 07.42

2.0%

2.0%

1.

9%

05.67 GB

05.67 GB

05.55 FL

95.27 ME

94.57 ME

94.03 ME

MATCH GRADES ALONG EXIST

EDGE OF ASPHALT

PROTECT EXIST CURB & GUTTER

(TYP)

1.8%

3.4%

06.89 GB FL

06.89 GB FL

1.9%

CD100

07.33

06.81

00.78

02.73

02.76

98.13 ME

99.72 ME

03.16 03.16

01.54 01.54

01.95

01.34

02.30

01.30

04.74 06.93

04.66

04.90

04.90

1.5' LAYER BURIED TYPE

M(D50=12") RIPRAP FOR

EMERGENCY OVERFLOW,

COMPACT TOPSOIL AT ALL JOINTS

1.5' LAYER BURIED TYPE

M(D50=12") RIPRAP FOR

EMERGENCY OVERFLOW,

COMPACT TOPSOIL AT ALL

JOINTS

01.08

4/ 6/

3:

D

AD

K :\2

9.

.1

C -U

SF

S

R

IO

G R

AN

D

E

SU

PE

R

VI

SO

R S

O

FF

IC

E

D

ES

IG

N

\D R

AW

IN

G S\

.1 9.

1C -0

1- G

R P-

.D

W G

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

DETAILED

GRADING AND

DRAINAGE PLAN

C101

CHASE

CROSS WALK

CHASE

ROAD STRIPING

LINE OF BOULDERS

CHASE

RENOVATED

BUILDING

FFE = 7907.583.0%

5.0%

2.0%

3.0%

0.9%

0.7%

T

2% MAX SLOPE IN ANY

DIRECTION FOR ADA PARKING

(TYP)

2' SIDEWALK CHASE

DRAINAGE SWALE

(TYP)

EDGE OF GRAVEL ROAD

06.61

06.72

06.81 FL

06.88 FL

06.57

06.44 FL

06.12 FL

05.92 FL

05.44 FL

05.82 06.24

08.01

05.84

04.48 04.58

04.76 04.34

04.25 04.07

99.84

00.14 00.09

99.40

01.76

07.41

02.92

07.41

05.01

05.29 05.64

05.36

06.48

07.31

07.35

07.79

07.65

07.58

97.31 ME

97.43

94.51 ME

96.81

99.16

97.55 FL

???.??? FL

07.02 FL HP

07.29

07.44

07.59 07.53

07.59

07.52

07.52 07.54

07.41 07.48

07.86 07.77 07.66

07.50

07.77 07.66

08.00 07.42

07.49

07.50 07.38

07.39 07.34

07.41

07.50 07.50

07.28

07.38 07.47

07.47 07.58

07.46

07.05

06.93 06.83

06.43 FL

06.78 06.68

06.34 FL 06.87

07.54

07.45 07.45 06.98

06.64 06.52

06.73

07.05

CURB RAMP

(TYP)

2.0% 2.0%

2.0%

1.6%

05.55 FL

99.34 98.34

98.34 99.34

99.46

4.4%

94.03 ME

3.4%

1.9%

CONTRACTOR TO

MAINTAIN 2% IN THE

FIRST 5'

EMERGENCY

SPILL WAY

CD100

07.33

ALL IMPROVEMENTS WITHIN BOUNDARY,

WITH THE EXCEPTION OF CLEARING,

GRADING, STORM INFRASTRUCTURE AND

NATIVE SEEDING NECESSARY TO

CONSTRUCT THE DETENTION POND AND

EMERGENCY OVERFLOW ARE OPTIONAL

ITEMS.

(OPTIONAL, RE: SPECS FOR

DESCRIPTION)

CD100

PO

N

D

BO

TT

O M

E L:

.7

99.34 99.34 98.68

98.68

98.68

98.68

98.68 98.68

97.62

97.62 98.34

98.34

99.16

97.53

98.13 ME

99.72 ME

95.90 ME

06.43

05.95 05.36

4/ 6/

3:

D

AD

K :\2

9.

.1

C -U

SF

S

R

IO

G R

AN

D

E

SU

PE

R

VI

SO

R S

O

FF

IC

E

D

ES

IG

N

\D R

AW

IN

G S\

.1 9.

1C -0

1- G

R P-

.D

W G

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

DETAILED

GRADING AND

DRAINAGE PLAN

C102

5:

C W

K K:

\2

9.

.1 C

-U

SF

S R

IO

G

R

AN

D E

SU

PE

R

VI

SO

R

S O

FF

IC

E D

ES

IG

N \D

R

AW

IN

G

S\

.1

9.

1C

-0 1-

G R

P- D

ET

-0

0.

D

W G

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

GRADING AND

DRAINAGE

DETAILS

CD100

5:

C W

K K:

\2

9.

.1 C

-U

SF

S R

IO

G

R

AN

D E

SU

PE

R

VI

SO

R

S O

FF

IC

E D

ES

IG

N \D

R

AW

IN

G

S\

.1

9.

1C

-0 1-

G R

P- D

ET

-0

0.

D

W G

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

GRADING AND

DRAINAGE

DETAILS

CD101

5:

C W

K K:

\2

9.

.1 C

-U

SF

S R

IO

G

R

AN

D E

SU

PE

R

VI

SO

R

S O

FF

IC

E D

ES

IG

N \D

R

AW

IN

G

S\

.1

9.

1C

-0 1-

G R

P- D

ET

-0

0.

D

W G

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

GRADING AND

DRAINAGE

DETAILS

CD102

INV IN: 7901.02' (SW) 6" CONCRETE

INV OUT: 7900.94' (NE) 6" CONCRETE

SANITARY MANHOLE

RIM ELEV: 7895.85'

INV IN: 7892.46' (S) 6" PVC

INV OUT: BROKEN PIPE, UNABLE

TO OBTAIN INVERT (N)

BOTTOM OF BOX: 7891.12'

FILLED WITH MUD

3" METAL PIPE RISER

6" METAL PIPE

RISERROOF VENT

TIN ROOF

GAS FEATURE LOCKED INSIDE FENCE

TENNIS

COURTS

TREE CLUSTER

3" PVC RISER

CHASE

8' DIA. BUSH

COV

BOULDERS, (TYP)

CROSS WALK

CHASE

ROAD STRIPING

FIELD HOUSE BUILDING

10' DIA. BUSH

END NOT FOUND

WOOD WALL

END NOT FOUND

WATER METER SHOWN PER MAPS

UNABLE TO FIELD LOCATE

CHASE

FIBEROPTIC WARNING SIGN

UTILITY LOCATOR WAS UNABLE TO ACCESS

VAULT AND WAS UNABLE TO DETERMINE

WHERE THE FIBEROPTIC LINES RUN

SANITARY LINE SHOWN

PER RECORD DRAWINGS

T

EXTEND EXISTING WATER SERVICE

TO NEW WATER ENTRY ROOM W/

145 LF 2" HDPE

(RE:PLUMB)

EXISTING HYDRANT

(TYP)

EXISTING 10" PVC

WATER MAIN

FIRE HYDRANT ASSY

125 LF 6" C900 PVC

FIRE HYDRANT ASSY

(TYP)

240 LF 6" C900 PVC

10"X6" WET TAP W/ GV

(RE: TOWN OF DEL NORTE)

RENOVATED

BUILDING

FFE = 7907.58

10"X6" WET TAP W/ GV

(RE: TOWN OF DEL NORTE)

GAS LINE SHOWN FOR COORDINATION PURPOSES

ONLY, FINAL LAYOUT TO BE APPROVED BY

CONTRACTING OFFICER AND UTILITY OWNER

(UTILITY OWNER TO PERFORM WORK. CONTRACTOR

TO COORDINATE WITH UTILITY OWNER)

CONNECT TO GAS METER

(RE: MECH, UTILITY OWNER)

CD200

22.5° BEND W/ TB

CD200

CD200

CD200

ALL IMPROVEMENTS WITHIN BOUNDARY, WITH THE

EXCEPTION OF CLEARING, GRADING, STORM

INFRASTRUCTURE AND NATIVE SEEDING NECESSARY

TO CONSTRUCT THE DETENTION POND AND

EMERGENCY OVERFLOW ARE OPTIONAL ITEMS.

(OPTIONAL, RE: SPECS FOR DESCRIPTION)

TEE AND PROVIDE STUB

(RE: MECH)

PROPERTY LINE

(TYP;APPROX LOCATION, SEE 2019

SUBDIVISION BY REYNOLDS ENGINEERING)

4/ 6/

4:

D

AD

K :\2

9.

.1

C -U

SF

S

R

IO

G R

AN

D

E

SU

PE

R

VI

SO

R S

O

FF

IC

E

D

ES

IG

N

\D R

AW

IN

G S\

.1 9.

1C -0

2- U

TP

-0

0.

D

W G

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

C200

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY

LOCATION AND PROTECTION.

2. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS.

UTILITY NOTES:

UTILITY PLAN

5.

0'

M

IN

C O

VE

R

LI

M

IT

S

O F

BE

D

D

IN

G

1' -0

SQUEEGEE BEDDING COMPACT TO 95%

STANDARD PROCTOR DENSITY

WIDTH

SEE TABLE

6"

FINAL GRADE

SEE NOTE 2

PROCTOR DENSITY

BACKFILL TO 95% STD

8"LIFTS MAX COMPACTED

SEE NOTE 1

NEW PAVEMENT SURFACE

WIDTH

MAX.

2'-8"

2'-6"

2'-4"

8"

6"

1'-8"

1'-6"

DIA.

UP TO 4"

PIPE

WIDTH

1'-4"

MIN.

12" 2'-0" 3'-0"

3'-8"2'-8"20"

UTILITY PIPE (SEE PLAN FOR TYPE)

NOTES:

1. IF UNSTABLE MATERIALS ARE FOUND IN

TRENCH BOTTOM, OVER EXCAVATE 12"

BELOW STD EMBEDMENT AND FILL WITH

3/4" CRUSHED ROCK, COMPACTED TO

95%

2. COMPACTED BACKFILL TO 90% STD

PROCTOR DENSITY IN NON-DRIVING

SURFACES AND 95% UNDER PAVEMENT

3. SHOULD THE TRENCH BE EXCAVATED

WIDER THAN ALLOWED A CONCRETE

CRADLE SHALL BE PLACED WITH 2500PSI

CONCRETE FROM TRENCH BOTTOM TO

PIPE SPRINGLINE

4. TRENCH TO BE BRACED OR SHEETED AS

NECESSARY FOR THE SAFETY OF THE

WORKERS AND THE PROTECTION OF

OTHER UTILITIES IN ACCORDANCE WITH

LOCAL STATE AND FEDERAL SAFETY

REGULATIONS

OR 12"X 6" MJ TEE

8"X 6" MJ TEE,

6" ANCHOR

6" FIRE HYDRANT

" M

AX

" M

IN

6" VALVE BOX, WIDE OVAL BASE

6" M.J. GATE VALVE &

CURB & GUTTER

3"

CONCRETE THRUST BLOCK

OR EQUAL FOR DRAINAGE

1/3 CU YD MIN, 6"° ROCK

PROPERTY LINE

POLYETHYLENE WRAPPED

6"

DRAIN LINES WITH CONCRETE

DO NOT COVER OR PLUG

COUPLING OR 6"

SWIVEL ADAPTER

GROUND

6"X 6" MJ TEE,

5' M

IN

C

O

VE

R

VARIES (SEE PLANS)

5' M

IN

C

O

VE

R

1'-0"

1'-3"12"

18" MIN.

2'-6"

M

IN

HYDRANT BASE AND DRAINAGE ROCK

TO BE COVERED WITH LOOSE SHEET

OF POLYETHYLENE TO EXCLUDE

BACK- FILL MATERIAL FROM VOIDS

IN ROCK

MEGALUG

RESTRAINT

NOTE:

1. ALTERNATE TO THE ABOVE, FASTEN MJ VALVE DIRECTLY TO A MJ ANCHOR

TEE (ALSO CALLED SWIVEL TEE)

2. NO HORIZONTAL OR VERTICAL BENDS ARE ALLOWED IN FIRE HYDRANT

BRANCH OR SPRINKLER LINES

3. NO PORTION OF THE FIRE HYDRANT MAY PROTRUDE INTO SIDEWALK AREA

CONCRETE THRUST BLOCK

BOND BREAKER

BEARING SURFACE

BOND

2/

BREAKER

MINIMUM BEARING SURFACE AREA (IN SQUARE FEET)

12"

20"

24"

16"

BOND

BREAKER

UNDISTURBED SOIL

SIZE

OF

PIPE

4"

6"

8"

BEARING

SURFACE

TEE

11-1/4°, 22-1/2°, 45° & 90° BENDS

BEDDING

MATERIAL

SOIL

BOND

BREAKER

BEARING

SURFACE

UNDISTURBED

11.25

19.00

25.00

36.00

8.75

14.50

19.50

27.75

27.00

35.50

51.00

2.25

3.50

5.00

6.50

4.50

7.50

10.00

14.00

TEE OR

DEAD

END

1.50

3.00

BENDS

1.00

2.25

2.0

90°45°

1.00

1.00

11-1/4°

1.00

1.25

22-1/2°

TYPICAL CROSS SECTION

5.25 4.002.001.00

DEAD END

BEARING

O .D

PI

PE

UNDISTURBED SOIL

SURFACE

SOIL

UNDISTURBED

NOT INTERFERE W/ MECHANICAL

THRUST BLOCK SHALL

JOINT BOLT OPERATION

REBAR

COATED

#6 EPOXY

EM

BE

D M

EN

T

PIPE OD

UPWARD BEND

BOND

BREAKER UNDISTURBED

SOIL

SURFACE

BEARING

DOWNWARD BEND

SOIL

UNDISTURBED

SURFACE

BEARING

EPOXY COATED REBAR

2 REQD

(CU YD)

CONC VOL

VERT 45°

0.34

0.71

1.22

1.83

2.59

6.93

9.88

SURFACE AREA (SQ FT)

6"6"

4.5

8.0

17.0

2D (T

YP

NOTES:

1. BEARING SURFACES SHOWN IN CHART

ARE MINIMUM SQUARE FEET

2. BASED ON 150 PSI INTERNAL PIPE

PRESSURE PLUS WATER HAMMER. 4", 6",

8", & 12" WATER HAMMER = 110 PSI 16",

20' AND 24" WATER HAMMER = 70 PSI

3. BASED ON 3000psf SOIL BEARING

CAPACITY

4. USE TYPE II PORTLAND CEMENT 3000 PSI

CONCRETE

5. ALL VALVES, TEES, BENDS AND PLUGS

SHALL BE RESTRAINED AND

KICKBLOCKED

18" SQ. x 6" THICK CONC. PAD TO BE

2"-3" ABOVE EXISTING GROUND OUT-

SIDE OF PAVEMENT. ELEVATION FOR

TOP OF COVER, PLACED IN PAVEMENT,

SHALL BE SET IN ACCORDANCE WITH

PAVING REQUIREMENTS OF LOCAL

VALVE BOX WITH

WIDE OVAL BASE

GATE VALVE

GROUND LINE

FINISHED

WORD "WATER" ON COVER

JURISDICTION.

IF GREATER THAN

5'-0" PROVIDE

OPERATING NUT

EXTENSION WITH

CENTERING RING

NOTE:

1. CARE SHALL BE TAKEN WHEN INSTALLING VALVES ON LINES

TO ASSURE PROPER SUPPORT OF THE VALVES.

2. WOOD BLOCKS OR 3/4" WASHED ROCK TO BE INSTALLED

UNDER THE VALVE TO PROVIDE PROPER SUPPORT WHERE

REQUIRED.

3. VALVES SHALL NOT BE PLACED IN CONCRETE CROSS PANS.

NOMINAL

PIPE SIZE

NO. OF

BOLTS

NO. OF

WEDGES

K2

INCHES

J F M

INCHESINCHESINCHES

4" 2 2

6" 8" 10" 12" 4" 6" 8" 10" 12"

11.12 13.37 15.62 17.88

11.12 13.37 15.62 17.88

9.50 7.00 0.88 11.75 14.00 16.25

9.50 11.75 14.00 16.25

9.15 11.20 13.30

7.00 9.15 11.20 13.30

1.00 1.00 1.25

0.88 1.00 1.00 1.25

DIMENSIONS

MECHANICAL JOINT RESTRAINT

K2

J

F

WEDGE DETAIL BOLT HOLE

DETAIL

16" 12 12 22.50 21.00 17.54 1.56

P V C

D I

D I

C V P

M 0.75

27.001420" 14 21.7425.50 1.69

NOTE:

1. BASED ON "MEGA LUG" PIPE RESTRAINT SYSTEM BY EBAA IRON

2. OTHER MECHANICAL JOINT RESTRAINT DEVICES MUST BE APPROVED BEFORE INSTALLATION.

3/

/2

:5

D

AD

K

:\2

9.

.1 C

-U

SF

S R

IO

G

R

AN

D E

SU

PE

R

VI

SO

R

S O

FF

IC

E D

ES

IG

N \D

R

AW

IN

G

S\

.1

9.

1C

-0 2-

U

TP

-D

ET

-0 0.

D W

G

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

FOREST SERV I CE

DEP AR TMENT OF AGR I CU LT

UR

E

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SAR

KAT

2/24/2020

SUPERVISOR'S

OFFICE

RIO GRANDE

NATIONAL FOREST

R2

ROCKY MOUNTAIN

REGION

PO Box 1860 47 Cooper Creek Way, Suite 328

970.722.7677 www.jvajva.com

JVA, Inc.

Winter Park, CO 80482

Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver

UTILITY DETAILS

CD200

INV IN: 7901.02' (SW) 6" CONCRETE

INV OUT: 7900.94' (NE) 6" CONCRETE

SANITARY MANHOLE

RIM ELEV: 7895.85'

INV IN: 7892.46' (S) 6" PVC

INV OUT: BROKEN PIPE, UNABLE

TO OBTAIN INVERT (N)

BOTTOM OF BOX: 7891.12'

FILLED WITH MUD

3" METAL PIPE RISER

6" METAL PIPE

RISERROOF VENT

TIN ROOF

GAS FEATURE LOCKED INSIDE FENCE

TENNIS

COURTS

TREE CLUSTER

3" PVC RISER

CHASE

8' DIA. BUSH

COV

BOULDERS, (TYP)

CROSS WALK

CHASE

ROAD STRIPING

FIELD HOUSE BUILDING

10' DIA. BUSH

END NOT FOUND

LINE OF BOULDERS

WOOD WALL

END NOT FOUND

WATER METER SHOWN PER MAPS

UNABLE TO FIELD LOCATE

CHASE

FIBEROPTIC WARNING SIGN

SANITARY LINE SHOWN

PER RECORD DRAWINGS

ELEC

ELEC

E

T

9.00'

(TYP)

18.00'

(TYP)

24.00'

24.00'

24.00'

.0

0'

24.00'

CONCRETE PAVING

GRAVEL PAVING

(OPTIONAL)

BUILDING OUTLINE

(RE:ARCH)

(TYP)

SAWCUT AND

T-PATCH ASPHALT

(TYP)

1' CONCRETE

CURB AND

GUTTER

(TYP)

9.00'

(TYP)

18.00'

(TYP)

24.00'

RENOVATED

BUILDING

FFE = 7907.58

TRASH PAD WITH

HEAVY DUTY CONCRETE

STRUCTURAL CONCRETE SLAB FOR

HAZARDOUS MATERIAL STORAGE BUILDING

(OPTIONAL;RE: STRUCT)

FENCING W/

ACCESS GATE

(OPTIONAL;RE:

LSCAPE)

8.00'

5.00'

18.00'

CP-1

N1367598.02 E2753929.28

CP-2

N1367703.46 E2754452.61

CP-3

N1367988.48 E2754496.51

5.0 0'

FLEET PARKING

(OPTIONAL)

COVERED STORAGE

BUILDING

(OPTIONAL;RE: LSCAPE)

GRAVEL PARKING

(OPTIONAL: ASPHALT

PAVING OF PARKING LOT

FROM EAST DRIVE PAN,

STRIPING)

GRAVEL PARKING

(OPTIONAL: ASPHALT

PAVING OF DRIVES AND

PARKING LOT, STRIPING)

VEHICLE CHARGING

STALLS

(OPTIONAL: CONDUIT

TO STALLS IS BASE

ITEM, RE: ELEC AND

LSCAPE)

EXTENT OF OPTIONAL

ASPHALT PAVING

(OPTIONAL)

CONCRETE PAVING

FLUSH WITH WALK

PARKING LAYOUT SHOWN FOR

INFORMATIONAL PURPOSES

ONLY. NO STRIPING REQUIRED

ACCESSIBLE

SYMBOL

WHEEL STOP

(TYP)

8.00' (TYP)

HANDICAP SIGN

(TYP)

DETECTABLE WARNING

(TYP)

WALK FLUSH

WITH ASPHALT

4" WIDE WHITE STRIPE

(TYP)

THICKENED EDGE OF

ASPHALT AND GRAVEL

SHOULDER

(TYP, ALL ASPHALT DGES)

CATCH/SPILL TRANSITION

(TYP)

TRANSITION FLUSH

CURB TO 6" VERTICAL

CURB OVER 5'

CD300

CD300

CD300

ASPHALT PAVING

(TYP)

CD300

CD300

CD300

CD300

CD300

CD301

CD301

CD301

MAINTENANCE

RAMP

.0

0'

.8 2'

21.00'

20.00'

6.00'

6.00'

6.00'

10.90'

7.50'

6.00' 10.00'

6.00'

1.25'

8.00'

18.00'

18.00'

29.40'

18.00'

24.00'

6.00'

6' REINFORCED

CONC PAN…