C05_Attach 4_FINAL_DWG_PACKAGE_signed.pdf

DATENO. REVISION / ISSUE

TIMPAS PICNIC

GROUND -

SITE IMPROVEMENTS

PIKE - SAN ISABEL

NATIONAL FORESTS,

CIMMARON & COMANCHE

NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

08/2024 10

R2

ROCKY MOUNTAIN REGION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TITLE SHEET

J.SMITH G1.0

DATE

RECOMMENDED BY:

FOREST ENGINEER

PROJECT MANAGER

REGIONAL ENGINEER

FOREST SUPERVISOR

ENGINEERING/REGIONAL SPECIALIST [FSP 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

COUNTY ROAD 16.50, TIMPAS, CO 81050

LATITUDE: 37°49'25.10"N

LONGITUDE: 103°46'16.50"W

1. G1.0 TITLE SHEET

2. G2.0 SYMBOLS, ABBREVIATIONS & GENERAL NOTES

3. L1.0 SITE DEVELOPMENT PLAN

4. L1.1 TRAIL PLAN

5. C1.0 TYPICAL TRAIL DETAILS

6. C2.0 TYPICAL SIGN INSTALLATION DETAILS

7. C3.0 TYPICAL PEDESTAL GRILL INSTALLATION DETAILS

8. C4.0 (OPTION BID ITEM) TYPICAL ROAD & PARKING DETAILS

9. C4.1 (OPTION BID ITEM) TYPICAL CONCRETE WHEEL STOP

10. C5.0 (OPTION BID ITEM) TYPICAL BARRIER ROCK INSTALLATION DETAILS

INDEX

SHEET SHEET

SUB

TITLE OF SHEET

PROJECT

LOCATION

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ROCKY MOUNTAIN REGION

PIKE - SAN ISABEL NATIONAL FORESTS &

CIMARRON AND COMANCHE NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

TIMPAS, COLORADO

TIMPAS PICNIC GROUND

SITE IMPROVEMENTS

FINAL SUBMITTAL

DISTRICT RANGER

DATE

TIMPAS

PICNIC

GROUND

1. ALL WORK TO CONFORM TO FOREST SERVICE, STATE, AND COUNTY

CODES, LAWS, AND REGULATIONS.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES WITH AFFECTED

UTILITY COMPANIES AND SHALL NOTIFY THE UTILITY NOTIFICATION

CENTER (811) AT LEAST 48 HOURS PRIOR TO THE START OF

CONSTRUCTION ACTIVITIES.

3. ALL CONSTRUCTION ACTIVITIES SHALL BE IN COMPLIANCE WITH

CURRENT INTERNATIONAL BUILDING CODES AND STATE OF

COLORADO ON-SITE WASTEWATER REGULATIONS.

4. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING CONTRACTING

OFFICER (CO) 72 HOURS IN ADVANCE OF ANY POTENTIAL

DISRUPTIONS TO UTILITY SERVICES OR PROGRAMMED VISITOR

ACTIVITIES.

5. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO

PROTECT ADJACENT PUBLIC AND PRIVATE LANDS FROM STORM

WATER RUN-OFF OR DEBRIS AND EXCESSIVE DUST.

6. CONTRACTOR SHALL REMOVE ANY MUD OR CONSTRUCTION

TRACKED ONTO TRAILS, PARKING LOTS OR ROADWAYS WITHIN 24

HOURS.

7. LAYOUT AND ALIGNMENT OF ALL TRAILS TO BE FIELD STAKED BY

CONTRACTOR, UNLESS OTHERWISE NOTED, AND APPROVED BY CO

PRIOR TO INSTALLATION.

8. CONCRETE SCORE JOINT LOCATIONS TO BE CONSISTENT AND

EQUALLY SPACED AS SHOWN. JOINTS MATCHING EXISTING PAVING

MATERIALS TO BE FIELD ADJUSTED AS NEEDED TO TIE INTO

EXISTING FEATURES.

9. JOINTING AND EDGE OF CONCRETE PAVING POURS TO BE SMOOTH

CONTINUOUS CURVES WHERE INDICATED AND SHOWN IN LAYOUT

PLANS.

10. ALL SURFACE CONCRETE SHALL HAVE A MEDIUM BROOM FINISH

WITH TOOLED EDGES.

11. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING, SUPPORTS,

SHORING, ETC. AS NEEDED FOR CONSTRUCTION AND PER ALL

LOCAL CODES.

12. DO NOT SCALE OR DIGITIZE FROM HARD COPY DRAWINGS.

13. CONTRACTOR TO VERIFY ALL QUANTITIES AND DIMENSIONS.

14. GRADES OF REVEGETATED AREAS TO PROVIDE SMOOTH SLOPE

TRANSITIONS AS INDICATED. NOTIFY CO OF ANY CONFLICTS

IMMEDIATELY.

15. MAXIMUM LONGITUDINAL AND CROSS SLOPES TO BE AS INDICATED.

NOTIFY CO IMMEDIATELY OF ANY CONFLICTS.

16. ALL ROUTES SHALL ADHERE TO ALL FEDERAL ACCESSIBILITY

GUIDELINES (FSORAG, ABA, ETC.)

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDITIONS PRIOR TO

COMMENCING DEMOLITION. NOTIFY CONTRACTING OFFICER (CO)

IMMEDIATELY OF ANY CONFLICTS OR CONDITIONS THAT VARY FROM THE

INFORMATION PROVIDED.

2. CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO

BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT

NOT LIMITED TO, ADJACENT BUILDINGS, FOUNDATIONS WALLS, CURBS, AND

ABOVE AND BELOW GROUND UTILITIES. ANY DAMAGE TO FINISH OR

FOOTINGS TO BE REPAIRED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.

3. THE INSTALLATION OF UTILITIES, OR ANY UNDERGROUND FIXTURE

REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE

ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OR PROTECTED

EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE

AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE

(OUTER-BARK) AND IS SCALED FROM THE TREE DIAMETER AND BREST

HEIGHT (DBH).

4. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EXCESS MATERIALS.

5. FOR EXCAVATION/DEMOLITION OCCURRING DIRECTLY ADJACENT TO ANY

FOOTINGS, CONTRACTOR TO SHORE OR SECURE FOOTINGS TO PREVENT

EROSION OF SUB-GRADE MATERIAL.

6. UPON REMOVAL OF ALL ITEMS, ALL IMPACTED ARES TO BE FILLED,

AMENDED AND COMPACTED AS REQUIRED BY EACH TYPE OF NEW

CONSTRUCTION.

7. DEMOLITION LIMITS SHOWN ARE APPROXIMATE AND ARE FOR GENERAL

REFERENCE ONLY. UTILITIES MAY EXTEND BEYOND LIMIT. SEE UTILITY

PLANS OR SITE PLANS FOR EXACT OR APPROXIMATE LOCATIONS.

8. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO NEAREST JOINT.

9. ALL SAWCUTS TO BE IN STRAIGHT LINES ACCORDING TO PLANS.

10. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ANY ON-SITE,

OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE

CONSTRUCTION PROCESS FOR THIS PROJECT.

11. TEMPORARY FENCING SHOWN IN RECOMMENDED LOCATIONS ONLY.

CONTRACTOR TO PROVIDE PROPOSED TEMPORARY FENCING PLAN TO

PROVIDE SUFFICIENT SPACE FOR CONSTRUCTION OPERATIONS WHILE

MAINTAINING SAFE ACCESS TO OTHER NATIONAL FOREST USE AREAS.

DEMOLITION NOTES

TYPICAL SYMBOLS & INDICATORS

& AND

@ AT

℄ CENTERLINE

Ø DIAMETER

# POUND OR NUMBER

AB ANCHOR BOLT

AD AREA DRAIN

ADDM ADDENDUM

ADJ ADJUSTABLE

AGG AGGREGATE

ALUM ALUMINUM

ALT ALTERNATE

APPROX. APPROXIMATE

ASPH ASPHALT

ARCH ARCHITECT(URAL)

BOC BOTTOM OF CURB

BOW BOTTOM OF WALL

BOS BOTTOM OF STAIR

BEV BEVEL

BITUM BITUMINOUS

BLDG BUILDING

BM BENCHMARK

BRKT BRACKET

BOT BOTTOM

BSMT BASEMENT

BTWN BETWEEN

BRLP BURLAP

CB CATCH BASIN

CF CUBIC FOOT

CHAM CHAMFER

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CMU CONCRETE MASON UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMP COMPACTED

CONC CONCRETE

COND CONDITION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CTR CENTER

CY CUBIC YARD

DPTH DEPTH (DEEP)

DBL DOUBLE

DEMO DEMOLISH/DEMOLITION

DEP DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSIONS

DN DOWN

DR DOOR

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENCL ENCLOSURE

EQ EQUAL

EW EACH WAY

EQUIV EQUIVALENT

EXIST/EX EXISTING

FD FLOOR DRAIN

FND FOUNDATION

FF FACE FOOT

FFE FINISHED FLOOR ELEVATION

FIN FINISHED

FG FINISHED GRADE

FL FLOOR

FLASH FLASHING

FT FOOT/FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GLULAM GLUE LAMINATED

GND GROUND

GR GRADE

HT HEIGHT

HORIZ HORIZONTAL

HP HIGH POINT

INSUL INSULATION

INT INTEGRAL

INV INVERT

JST JOIST

JNT JOINT

KJ KEYED JOINT

LP LOW POINT

LF LINEAL FOOT

LBS POUNDS

MAX MAXIMUM

ME MATCH EXISTING

MECH MECHANICAL

MEMB MEMBRANE

MED MEDIUM

MET METAL

MFG MANUFACTURER

MH MANHOLE

MID MIDDLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MTD MOUNTED

MTG MOUNTING

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OPP OPPOSITE

OH OVERHEAD

PA PLANTING AREA

PC PIECE

PL PROPERTY LINE

PLMB PLUMBING

PNL PANEL

POL POLISHED

PR PAIR

PRCST PRE-CAST

PT POINT OF TANGENCY

PTD PAINTED

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

RAD RADIUS

REF REFERENCE

REINF REINFORCING

REQ REQUIRED

RESIL RESILIENT

S SOUTH

SC SCALE

SCHD SCHEDULE

SCRN SCREEN

SECT SECTION

SF SQUARE FOOT

SHT SHEET

SQ SQUARE

SST STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

STRC STRUCTURAL

SYM SYMMETRICAL

TOC TOP OF CURB

TOS TOP OF SLOPE

TOW TOP OF WALL

TYP TYPICAL

VAR VARIES

VERT VERTICAL

W WEST

W/ WITH

WID WIDTH

WL WATER LEVEL

W/O WITHOUT

WT WEIGHT

WWM WELDED WIRE MESH

ABBREVIATIONS

AREAS TO BE REVEGETATED

A

C4.1

REFERENCES

SECTION IDENTIFICATION

SHEET WHERE SHOWN

DETAIL IDENTIFICATION

SHEET WHERE SHOWN

SECTION / ELEVATION

DETAIL

PROPOSED COLORED CONCRETE TRAILS

DATENO. REVISION / ISSUE

TIMPAS PICNIC

GROUND -

SITE IMPROVEMENTS

PIKE - SAN ISABEL

NATIONAL FORESTS,

CIMMARON & COMANCHE

NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

08/2024 10

R2

ROCKY MOUNTAIN REGION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SYMBOLS,

ABBREVIATIONS, &

NOTES

J. SMITH G2.0

GENERAL NOTES

1. HISTORIC STONE WALLS SHALL REMAIN & BE

PROTECTED AT ALL TIMES DURING CONSTRUCTION!

2. CONCRETE TRAILS SHALL BE 4" DEPTH CONCRETE

INTEGRALLY COLORED USING DAVIS COLOR'S

"PEBLE #641" OR APPROVED EQUAL.

3. AREAS TO BE REVEGETATED SHALL BE

DECOMPACTED TO A DEPTH OF 4" MINIMUM.

FOREST SERVICE SHALL PROVIDE NATIVE SEED MIX.

4. (OPTION BID ITEM) 4" DEPTH COMPACTED

AGGREGATE SHALL MIMIC LOCAL GEOLOGY IN

COLOR AND TEXTURE. SUBMIT SAMPLE TO CO FOR

APPROVAL.

EXISTING TOILET - TO REMAIN

& BE PROTECTED

REINSTALL EXISTING

INFORMATION KIOSK

REINSTALL TRAIL SIGN-IN KIOSK

REINSTALL INTERPRETIVE SIGN

EXISTING PICNIC SHELTER

TO REMAIN & BE PROTECTED (TYP.)

INSTALL 4" DEPTH COLORED CONCRETE

TRAILS (TYP.) (SEE NOTES)

EXISTING TRAIL

TO REMAIN (TYP.)

(OPTION BID ITEM)

STAIN EXISTING FENCE

AREAS TO BE REVEGETATED (TYP.)

(SEE NOTES)

EXISTING WIRE FENCE & TRAIL

TO REMAIN & BE PROTECTED

(OPTION BID ITEM)

INSTALL CONCRETE WHEEL

STOPS @ 45° (TYP.)

EXISTING SHELTER TO REMAIN &

BE PROTECTED

EXISTING EDGE OF ROAD

EXISTING SIGNS & KIOSKS SHALL BE

RELOCATED NEAR THE TOILET (TYP.)

INSTALL 4" DEPTH CONCRETE

AROUND EXISTING PEDESTAL GRILLS

INSTALL 4" DEPTH COLORED CONCRETE

AROUND EXISTING PEDESTAL GRILLS

EXISTING IRON RANGER

SHALL BE REMOVED

(OPTION BID ITEM) REPLACE (QTY. 4)

PEDESTAL GRILLS (TYP.) (SEE NOTES)

STONE WALLS SHALL REMAIN & BE

PROTECTED (TYP.)

(OPTION BID ITEM)

INSTALL NEW TRASH CAN

(OPTION BID ITEM)

TOP DRESS PARKING

AREAS & ROAD WITH

NEW AGGREGATE

(OPTION BID ITEM)

INSTALL BARRIER ROCKS

TO BLOCK VEHICLE TRAFFIC

(OPTION BID ITEM)

OBLITERATE & REVEGETATE EXISTING ROAD

(ESTIMATED AT 6,450 S.F.)

(OPTION BID ITEM)

INSTALL VAN ACCESSIBLE

PARKING SPACE & SIGN

R

(OPTION BID ITEM)

CONSTRUCT WIDENED 6" DEPTH COMPACTED

AGGREGATE PARKING AREA (TYP.)

DATENO. REVISION / ISSUE

TIMPAS PICNIC

GROUND -

SITE IMPROVEMENTS

PIKE - SAN ISABEL

NATIONAL FORESTS,

CIMMARON & COMANCHE

NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

08/2024 10

R2

ROCKY MOUNTAIN REGION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SITE DEVELOPMENT

PLAN

JS & PV L1.0

Feet

100500

EDGE OF EXISTING ROAD (TYP.)

4" DEPTH COLORED CONCRETE

TRAILS (TYP.)

(OPTION BID ITEM)

REPLACE (QTY. 4) PEDESTAL GRILLS

INSTALL 4" DEPTH COLORED CONCRETE

AROUND EXISTING PEDESTAL GRILLS (TYP.)

EXISTING SHELTERS TO REMAIN &

BE PROTECTED (TYP.)

AREAS TO BE REVEGETATED (TYP.)

R

R

R

R

R

R

R

R

12'-0"

12'-0"

T

Y

P

10'-0"

R

(OPTION BID ITEM)

OBLITERATE & REVEGETATE

EXISTING ROAD

R

EXISTING TOILET

TO REMAIN

DATENO. REVISION / ISSUE

TIMPAS PICNIC

GROUND -

SITE IMPROVEMENTS

PIKE - SAN ISABEL

NATIONAL FORESTS,

CIMMARON & COMANCHE

NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

08/2024 10

R2

ROCKY MOUNTAIN REGION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TRAIL

PLAN

JS & PV L1.1

Feet

0 25 50

2% MAX.

A

C1.0

TYPICAL CONCRETE TRAIL SECTION

NO SCALE

GENERAL NOTES:

1. ALL CONCRETE ELEMENTS SHALL BE PORTLAND CEMENT

INTEGRALLY COLORED USING DAVID COLOR'S "PEBLE #641" OR

APPROVED EQUAL.

2. ALL FINISHED CONCRETE SURFACES SHALL HAVE A MEDIUM

BROOM FINISH.

3. ALL TRAILS SHALL MEET CURRENT FOREST SERVICE

ACCESSIBILITY GUIDELINES.

4. TRAIL ALIGNMENT & RADIUS CORNERS SHALL BE STAKED IN THE

FIELD BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING

OFFICER.

5. FINISHED GRADE SHALL BE 4" DEPTH AMENDED NATIVE SOIL. SOIL

SHALL BE AMENDED PER THE SPECIFICATIONS.

6. USE EPOXY OR OTHER ADHESIVE SPECIFICALLY DESIGNED FOR

CONCRETE AND REBAR ATTACHMENT. CONTRACTOR SHALL

SUBMIT SAMPLE FOR APPROVAL.

6'-0" WIDTH

C

C1.0

TYPICAL TRAIL CLEARING LIMITS

NO SCALE

2% MAX.

D

C1.0

TYPICAL COMPACTED AGGREGATE SECTION

NO SCALE

4" DEPTH COLORED

CONCRETE SIDEWALK

4" DEPTH

" MINUS AGGREGATE

BASE COURSE COMPACTED

TO 95% DENSITY (TYP.)

BROOM FINISH, TOOL EDGES

AFTER BROOM FINISH

"x1" TOOL JOINT, SPACED 5'-0" APART

4" DEPTH COMPACTED

SUBGRADE TO 95% OF

MAX. DRY DENSITY

SLOPE TO DRAIN

(2% MAX.)

3:1 MAXIMUM

CUT SLOPE

3:1 MAXIMUM

FILL SLOPE

EXISTING GRADE

4" DEPTH COLORED

CONCRETE

2% MAX. RUNNING &

CROSS SLOPES

4" DEPTH COMPACTED

SUBGRADE TO 95% OF

MAX. DRY DENSITY

SLOPE TO DRAIN

(2% MAX.)

4" DEPTH COMPACTED

SUBGRADE TO 95% OF

MAX. DRY DENSITY

4" DEPTH AGGREGATE

BASE COURSE COMPACTED

TO 95% DENSITY (TYP.)

NATIVE SOIL

4" DEPTH AMENDED LOOSE

NATIVE SOIL (SEE NOTES)

UNDISTURBED NATIVE SOIL

UNDISTURBED NATIVE SOIL

B

C1.0

TYPICAL CONCRETE SLAB JOINING DETAILS

NO SCALE

PROPOSED 4" DEPTH

PORTLAND CEMENT

CONCRETE SIDEWALK

SPRAY TACK COAT ON

CONCRETE FACE

EXISTING CONCRETE

SLAB TO REMAIN

4" DEPTH

" MINUS AGGREGATE

BASE COURSE COMPACTED

TO 95% DENSITY (TYP.)

2'-0" LENGTH #4 REBAR

INSERT #4 REBAR INTO

EXISTING SLAB

@ MID-DEPTH &

USE EPOXY

(SEE NOTES)

DATENO. REVISION / ISSUE

TIMPAS PICNIC

GROUND -

SITE IMPROVEMENTS

PIKE - SAN ISABEL

NATIONAL FORESTS,

CIMMARON & COMANCHE

NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

08/2024 10

R2

ROCKY MOUNTAIN REGION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TYPICAL

TRAIL DETAILS

J.SMITH C1.0

M

I N

M

I N

5'-3

TYPICAL

12'-0" MAX.

T Y

P I C

A L

M I N

E D

G E

O

F

T

R A

V E

L E

D

S

U R

F A

C E

4"x4" ROUGH SAWN

CEDAR POST

ROAD

SHOULDER

"Øx5-

" CARRIAGE BOLT

WITH CARRIAGE BOLT

ADAPTER (TYP.)

4"x4" ROUGH

SAWN CEDAR

POST

VANDAL

RESISTANT

NUT WITH

WASHER (TYP.)

GENERAL NOTES:

1. ALL SIGNAGE SHALL CONFORM TO BOTH CURRENT

M.U.T.C.D. STANDARDS AND FOREST SERVICE

ENGINEERING MANUAL (EM-7100) GUIDELINES.

2. VANDAL RESISTANT HARDWARE SHALL BE "TUFFNUT

WORKS" OR APPROVE EQUAL.

3. POST LENGTHS MAY VARY PER LOCATION BASED ON

GROUND CONDITIONS.

4. ALL POSTS SHALL BE BURIED A MINIMUM OF 2'-0"

UNLESS OTHERWISE APPROVED BY THE

CONTRACTING OFFICER.

5. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED

FINISH UNLESS OTHERWISE APPROVED BY THE

CONTRACTING OFFICER.

GOVERNMENT

FURNISHED

SIGN

A

C2.0

SINGLE POST SIGN INSTALLATION

NO SCALE

B

C2.0

TYPICAL REGULATORY SIGN INSTALL

NO SCALE

C

C2.0

SINGLE POST FASTENER DETAIL

NO SCALE

FINISHED

GRADE

M

I N

D I R

E C

T

B

U R

Y

STOP

6' TYPICAL

8' MAX.

E D

G

O

R

O A

D W

A Y

M I N

H

T

M

I N

RESERVED

PARKING

ACCESSIBLE

VAN

M I N

H

T

COMPACTED SUBGRADE

L

L

P O

S

I G

H T

V A

R I E

S

L

36" MAX

D

2"Ø FLAT BLACK

METAL POLE

2"Ø FLAT BLACK

METAL POLE

DATENO. REVISION / ISSUE

TIMPAS PICNIC

GROUND -

SITE IMPROVEMENTS

PIKE - SAN ISABEL

NATIONAL FORESTS,

CIMMARON & COMANCHE

NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

08/2024 10

R2

ROCKY MOUNTAIN REGION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TYPICAL SIGN

INSTALLATION

DETAILS

J.SMITH C2.0

S10 UTILITY SHELF

(SPECIAL ITEM FOR

FOREST SERVICE)

GRILL HANDLE

GRILL SURFACE

S10 UTILITY SHELF

(SPECIAL ITEM FOR

FOREST SERVICE)

GRILL HANDLE

4"Ø PEDESTAL PIPE

4" CONCRETE

PAD

1'-8"

1'-8"

1'-8"

A

C3.0

PEDESTAL GRILL DETAILS

NO SCALE

GENERAL NOTES:

1. INSTALL PEDESTAL GRILL ACCORDING TO

MANUFACTURER'S DIRECTIONS.

2. PEDESTAL GRILL SHALL BE PILOT ROCK'S

Q-20/B2-S10 OR APPROVED EQUAL.

3. PEDESTAL GRILL UTILITY SHELF (S-10) IS A

CUSTOM SHELF TO THESE GRILL UNITS, AND IS

ONLY AVAILABLE UPON REQUEST.

4. GRILLS SHALL BE SURFACE MOUNTED TO

PROPOSED CONCRETE TRAIL SURFACE, USING

MANUFACTURER PROVIDED BRACKET AND

HARDWARE.

B

C3.0

PEDESTAL GRILL DETAILS

NO SCALE

4"Ø PEDESTAL PIPE

CONCRETE SURFACE

ATTACHMENT BRACKET

C

C3.0

PEDESTAL GRILL DETAILS

NO SCALE

DATENO. REVISION / ISSUE

TIMPAS PICNIC

GROUND -

SITE IMPROVEMENTS

PIKE - SAN ISABEL

NATIONAL FORESTS,

CIMMARON & COMANCHE

NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

08/2024 10

R2

ROCKY MOUNTAIN REGION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PEDESTAL GRILL

INSTALLATION

DETAILS

PILOT ROCK C3.0

TYPICAL SECTION NOTES

L

O

P

E

FINISH GRADE AS

SHOWN ON PROFILE

T

Y

P

I

C

A

L

VARIES

O

P

E

VARIES

ROAD 2% CROSS SLOPE TO LOWER GRADE

AS STAKED

AS STAKED

C

L

5'-0" 5'-0"

EXISTING

GRADE

12"

DITCH DEPTH

PARKING SPACE - 10' x 20' TYP.

ROAD - WEARING SURFACE VARIES

14' TYPICAL TO 20' AT PULLOUTS

CLASS 6

CRUSHED

AGGREGATE

(INCLUDES 1' GRAVEL

SHOULDER)

(INCLUDES 1' GRAVEL

SHOULDER)

T

Y

P

I

C

A

L

C

U

O

P

D

T

C

H

1. CUT SLOPES SHALL BE 3:1 NOMINAL AND 2:1 MAXIMUM AS

STAKED IN THE FIELD PRIOR TO CONSTRUCTION, UNLESS

NOTED OTHERWISE.

2. FILL SLOPES SHALL BE 3:1 NOMINAL AND AS STAKED IN THE

FIELD

3. EXCESS EXCAVATION MATERIALS SHALL BE BLENDED IN WITH

SURROUNDING AREA.

4. UNSUITABLE EXCAVATION MATERIAL SHALL BE DISPOSED ON

SITE AS DIRECTED BY THE C.O. THE SITE SHALL BE THE

BORROW PIT.

5. ALL THICKNESS SHOWN REFER TO COMPACTED THICKNESS.

6. ALL DISTURBED AREAS SHALL BE SEEDED PER

SPECIFICATIONS.

7. ALL AGGREGATE SURFACE COMPACTION SHALL BE TO 95

PERCENT OF AASHTO T-99 DENSITY.

8. ALL NEW CUT SLOPES SHALL HAVE THE CATCH POINT

ROUNDED.

9. AGGREGATE FOR ROADS AND PARKING SPACES SHALL BE

CRUSHED MATERIAL MEETING COLORADO DEPARTMENT OF

TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION, CLASS 6 - 3/4" MINUS,

AND MIMIC LOCAL GEOLOGY IN COLOR AND TEXTURE.

CONTRACTOR SHALL SUBMIT SAMPLES TO THE C.O. FOR

APPROVAL.

10. CONSTRUCTION TOLERANCE PER SPECIFICATIONS.

EMBANKMENT PLACEMENT METHOD CONTROLLED

COMPACTION PER SPECIFICATIONS SHALL BE USED.

ROAD & PARKING SPACE SECTION

NO SCALE

A

C4.0

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO. REVISION / ISSUE

TIMPAS PICNIC

GROUND -

SITE IMPROVEMENTS

PIKE - SAN ISABEL

NATIONAL FORESTS,

CIMMARON & COMANCHE

NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

08/2024 10

R2

ROCKY MOUNTAIN REGION

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UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

(OPTIONAL BID ITEM)

TYPICAL ROAD AND

PARKING CROSS

SECTIONS

FSP

FSP

C4.0

GENERAL NOTES:

1. CONCRETE WHEELSTOP SHALL BE INTEGRALLY COLORED CONCRETE

USING "DAVIS COLOR'S PEBBLE #641" OR APPROVED EQUAL.

2. #4 REBAR SHALL RUN THE FULL LENGTH OF THE WHEELSTOP MINUS 4"

CONCRETE COVERAGE ON BOTH ENDS.

6'-0"

5'-0"

5'-11

6"

1'-0" 1'-6" 1'-0" 1'-6" 1'-0"

5"

86°

1"Ø HOLE THROUGH

WHEELSTOP FOR

ANCHOR PINS (TYP.)

5'-0"

1'-6"

#4x18" ANCHOR PIN OR REBAR (TYP.)

PARKING SURFACE

CHANNEL DRAIN (TYP.)

9"

B

C4.1

PERSPECTIVE VIEW

NO SCALE

3"

9"

36°

84°

#4 REBAR (TYP.)

(SEE NOTES)

A

C4.1

PLAN VIEW DETAILS

NO SCALE

D

C4.1

ELEVATION VIEW DETAILS

NO SCALE

E

C4.1

INSTALLATION DETAILS

NO SCALE

C

C4.1

SECTION DETAILS

NO SCALE

DATENO. REVISION / ISSUE

TIMPAS PICNIC

GROUND -

SITE IMPROVEMENTS

PIKE - SAN ISABEL

NATIONAL FORESTS,

CIMMARON & COMANCHE

NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

08/2024 10

R2

ROCKY MOUNTAIN REGION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

.\R2Borders\CDILogo-BW.jpg

TYPICAL CONCRETE

WHEELSTOP DETAILS

J.SMITH

J.SMITH

C4.1

C5.0

TYPICAL BARRIER ROCK PLACEMENT

NO SCALE

EXISTING TREES

& SHRUBS (TYP.)

EDGE OF TRAIL

OR PATHWAY

EDGE OF ROAD

BARRIERS SHALL NOT

BE PLACED WITHIN THE

ACCESSIBLE TRAVEL WAY

BARRIER ROCK (TYP.)

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FINISHED GRADE

BURY OR SET BARRIER ROCK

TO

BELOW FINISHED GRADE

WITH WEATHERED SIDE UP

B

C5.0

TYPICAL BARRIER ROCK HEIGHT

NO SCALE

GENERAL NOTES:

1. PLACE ROCKS IRREGULARLY AND NOT IN A STRAIGHT LINE.

2. BURY OR SET BARRIER ROCKS TO PREVENT ROLLING OR MOVING.

3. ROCK SIZE SHALL BE 3'-6" IN ANY ONE DIRECTION AND 5'-0"

MAXIMUM IN ANY ONE DIRECTION. VOLUME SHALL BE

APPROXIMATELY 14 CUBIC FEET.

4. BARRIER ROCKS FROM ON-SITE SOURCE, OF QUALIFYING SIZE,

ARE PREFERRED. IF BARRIER ROCKS ARE SOURCED FROM

OFF-SITE OR COMMERCIAL VENDOR THEY SHALL BE APPROVED BY

THE CONTRACTING OFFICER.

5. OTHER NATURAL BARRIERS MAY BE USED IN CONJUNCTION WITH

BARRIER ROCKS AND FOLLOW INSTALLATION DETAILS

ACCORDINGLY. OTHER NATURAL BARRIERS INCLUDE DEAD AND

DOWN TREES AND TREE STUMPS.

OTHER NATURAL

BARRIERS

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DATENO. REVISION / ISSUE

TIMPAS PICNIC

GROUND -

SITE IMPROVEMENTS

PIKE - SAN ISABEL

NATIONAL FORESTS,

CIMMARON & COMANCHE

NATIONAL GRASSLANDS

COMANCHE RANGER DISTRICT

08/2024 10

R2

ROCKY MOUNTAIN REGION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TYPICAL BARRIER ROCK

INSTALLATION DETAILS

J.SMITH

J.SMITH

C5.0