Rainbowpool_Plans 5-4.pdf

OREGON

o REDDING

SACRAMENTO 0 RENO

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N

SONORA

STANISLAUS N.F. t o NEEDLES

STATE OF CALIFORNIA

INDEX MAP

SONORA

FOREST

STANISLAUS NATIONAL FOREST

DESIGNER

INDEX TO SHEETS

NO DESCRIPTION

1 TITLE SHEET

2 GENERAL NOTES

3 WORK DESCRIPTION

4 ACCESSIBLE PARKING

S-G PAVING DETAILS

SH<ET

NUMBER SHEETS

1 6

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION FIVE

STANISLAUS NATIONAL FOREST

DRAWINGS FOR PROPOSED

Rainbow Pool

Paving

TUOLUMNE COUNTY, CALIFORNIA

EXISTING

BATHROOM

ASSUMED

ELEVATION OF

100.0

100.0

100.0

100.0100.5TC

100.42TC

100.0

.7

.9

.8

.8

100.0

99.7

.5

98.0

.5

.5

98.

5 T

C

HINGE LINE

HINGE LINE

17.0'

PAVE

D

CONSTRUCT 5'X30' PAVED PATH

AS DIRECTED BY THE COR, SEE

TYPICAL SECTION ON SHEET 3

10.

5%

10.

5%

10.

5%

12.5%

2% 1.6

7%

F E A T H E R

A C

T O

M A T C H

P R O P O S E D

O V E R L A Y

F E A T H E R

A C

T O

M A T C H

P R O P O S E D

O V E R L A Y

% 1

% 1

MOUND

MOUND W/

ROCKED SWALE

CONCRETE DIKE

SEE DETAIL

A A

W/BOULDERS

EXISTING CU

RB

BOULDERS

H I N G E

L I N E

EXIST COVERED

0.53%

2"AC/4"AB-MIN.

SEE SECTION A-A

EXISTING CURB

99.92

1.35%

99.81

99.93

97.

0.9%

REDWOOD HEADER

REDWOOD HEADER

SEE DETAIL

SEE DETAIL

MA

TC

H

EX

T C

SWAL

E

6.5'

12.5% ±

.0

TC

T C

0.

TC

100.0

99.92

R2.0'

R4 .0

10.6'

9.0'

9.5'

MAINTAIN DIRECTIONOF FLOW

SEE

NOTE 1

SEE

NOTE

WALKWAY

REMOVE EX.

CONCRETE SLAB.

DISPOSE OF PER

SECTION 203

EXISTING

BATHROOM

ASSUMED

ELEVATION OF

100.0

REMOVE 39' EXISTING CURB

25.5'

8.3' 15.1'

SAWCUT LINE

S A W C U T

L I N E

O F

E X I S T

P A V I N G

SA

WC

UT

L

IN

E

OF

E

XI

ST

P

AV

IN

G

15.6'

9.0'

COMPACTED

NATIVE SOIL

TWO (2)

16d GALV.

NAILS

2"X6" REDWOOD

HEADER BOARD

2"X4"X18" POST @

4"O.C.

REDWOOD HEADER BOARD DETAIL

NOT TO SCALE

PROVIDE TRANSVERSE

SCORE JOINT AT 10'O.C.

TWO (2) 5/8" DIA x 24" STEEL DOWEL BARS AT

12"O.C. GREASED AND WRAPPED ONE SIDE THROUGH

EVERY EXPANSION JOINT.

SAWCUT LINE

MATCH NEW PAVT.

EXISTING

PAVT.

7.5"

6"

FOUR (4) 5/8" DIA x 24" STEEL DOWEL BARS

AT 10"O.C. GREASED AND WRAPPED ONE SIDE

THROUGH EVERY EXPANSION JOINT.

7.5"

6"

PROVIDE TRANSVERSE

SCORE JOINT AT 10'O.C.

R=0.5"

100.5 TOC @ COVERED

WALK

R=0.5"98.5 TOC @ END OF CURB

1.5"

1.5"

EXISTING PAVT.

VARIES

4"-6" COBBLES

SET IN GROUT

IMPORTED FILL.

DEPTH VARIES TO

2.5'

MATERIAL UNDER CURB SHALL BE COMPACTED TO

95% RELATIVE COMPACTION FOR A DEPTH OF 6"

CURB TO EXTEND 6" BELOW

IMPORTED FILL

SAWCUT LINE

MATCH NEW PAVT.

CURB TO EXTEND

6" BELOW IMPORTED FILL

SECTION A-A

A.B. DEPTH

VARIES -5" MIN

FEATHER TO MATCH

EXISTING PAVEMENT

2"A.C. OVERLAY

3" A.C.

VARIES

NOT TO SCALE

6"

6"

U.S. DEPARTMENT OF AGRICULTURE

R-5

FOREST SERVICE

PACIFIC SOUTHWEST REGION

D E P A

R TMEN OFT AGRICU LT

U R E of

SheetSheet Title

Scale

STANISLAUS

Project Name

ForestRevisions Drawn

Designed

Reviewed

Approved

NO. DESCRIPTION DATE BY

RAINBOW POOL

PAVING

E.S.

E.S.

GRADING PLAN

DEMOLITION &

LEGEND:

TOP OF CURB GRADE 98.5TC

NEW PAVEMENT GRADE 97.75

DIRECTION OF SLOPE & PERCENT GRADE 1.35%

DEMOLITION PLAN

GRADING PLAN

NOT TO SCALE

NOT TO SCALE

4A

REMOVE EXIST. AC & CONCRETE

NOTES:

1) All existing pavement and aggregate shall be removed to a 2.5' min. and replaced with topsoil (9CY). 5-42" to 48" Bou;ders shall be installed as directed with 1/3 buried. The drainage swale shall be lined for 18" each side with

6-8" river rock.

2) When paving up to the restroom the new pavement shall not cause water to pond on the approaches.

HANOICAl' PARKING·___:r=

AND' VAN ACCESSIBLE

I

SIGN (TYp)

---,t,..-----,t--,------'-~···· ".

-THE ACCESS AISL!;,IS.,

MARKE., BY .A 1!ORDER L

THAT is.PAINTED.aWE:

WHilE SYilBOL 01'

ACCESSIBIUTY 'TO !'IE .

36D HIGH X 3S- WIDE

ON A BLUE

BACKGROUND.

INTERNAnONAL SYMBOl.. OF

ACCESSIBILITY

STALL EMBLEM

WITHIN THE BL~E ::~6~~~"

HATCHED LINES TI;I"T..~~:"

MAXIM1:!M 01' 35D :.Ot<l-".CEWf::~ ARE PAINTED WITH .••o::oi:ira' THAT CONTRAst~fWltf(1ffin' PI;JlI<IIlG .SUIll:'ACE:·0,:~:::.;:

PREI'ERABLY £!LUE .01i(WI:!I)P.... _.... ~;

36" MAX .1

ON qENTER

. 'pARKING SPACE.~ yAH ACCESSIBLE

NO,

Drawn E.S.

Oo.lgnod ---iE""• .iil,S.,--_ R.".wed ____ ApproW<l ____

. u.s. DEPARTMENT OF AGRICULTURE

S FOREST SERVICE

R-5

PACIFIC SOUTHWEST REGION

ON WALL

ACCEStBLE ROUTE ":¢ ~

9'MtN -...J-- 8'MIN

STRIPING PLAN

NOT TO SCALE

Revisions DESCRIPTION OAlE BY

It

SIGN

b ci C'l

AlItA 01' SIGN TO BE

A MIN. OF 70 SQ. IN.

aWE

WHITE

REf'LEGTORlZED SlG.N~__ CONsrR\JC'f£D OF a~l~ STEEL QR~D£l)Tm

J.lIUEl SIGN TO lit CENTERED THE. IHlERlQII END OF

PARKING SPACE

1/2 RAD1U$

Fonm

STANISLAUS

• am •

RAINBOW POOL

PAVING

:, MINIMUM"·:

'. FiNE $250 <::

Sheet Title

STRIPING PLAN

cale

Sheet of 6

WHEEL STOP

I IT

USDA

FOREST

SERVICE

PACIFIC

SOUTHWEST

REGION

R5

Cascading water from rop ofwall

Drain

Newetwall

" Grout splash Create splash pad for water ~d, \ cascading from wall and drain, The exact dimensions ofsplash"'----" pad will be determined by the COR and is dependent on field~:i.:~;;~::,:.... '" ..\:~~ conditions encountered.

~. Inta

Concrete Wheel Stop Toe ~ I ~~---\_--~ ,mn:- "",::::---~-----_"'--------"i_~' ~

VV ~ ,.' avement ectton Glasgridor discrebon of <he COR 2.SincbesminimumF:::::::::J~=-I-~~T-[IJ~qq+Er/jl~JLE' ttJll "'"i ~ ".' ',,~ equlruent"......J Newru;phalt I ,-/\ \ L_l-~~"""'-:::' "", '~ . . L _ _.. . b " . . Tack~1 E>istingaspbaltwithhlghcrnckdensity I

Intact Pavement 2.5 indles minimumI=:tf-I-J-,.~-:.\S:,.~, .,'~,"" TackGoa.:........i-I__-:N~~~balt___---.j1 y . ". ' .. . , ' . ExiscintLasphalt . ~ " I"I"f ~. ~''.' ...L_--~ ,,'.D------- I

. " 'Ne~Payernen1:

c';', . ", "" ',' .. Paving ove.r native materla! 3 inches minimum

, , ,;I_---r

:. . , Prim<Coz"r-1__~::~=~=_t------11 y .' ' . . Native Material .

TV/l.ee/S+op IfflREBARX3''()"LONG(3PERCURBSECTlON)Concrete W fJ Id FlLLTQP WITH MASTIC OR CONCRETE 4"+l~

AFTER SETTING , , ,BETW.

-PAINTED UNES 4"~TS.

V

I'.()" 1'..()" 1'-0"

WIDE WHITE STRIPE

61w 0"

4" 4" 4" / 2'"", --?!-~5"~~----7~" I 7'

I Standard Stall 17'-6"

4 N'"'2 3 X 5'-9" t 10'-0" Irl;DIA.HOLE

(TYPICAL) ,1'--------.11 ~

c~ """,from topofwall

Drain

!;:; b w..., 0~ II:

0..

(!)~ Z ...0 ~ =>1=1 0.. ~ --' :3~ 0'" i ;::l 0..

m z is ;;:

a:'"

~ "~. ~~! d o.

Stanislaus National Foresl j.

i:

PROJECT NUMBER.

DESJ(ih~»Y

5.ROMERO

!tMWNBY

S,ROMEAO

2/10110

AS NOTED

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Glass Gtid over sidewalk transition.

Extend over sidewalk and beyond edge approximately 3 feet

I Wall Section

Handrail

Cracked, defonned, concrete sidewalk

I~ : ' r

I

'S..Z Ponding Water

Void

Grout voids at specified locations. COR shall mark locations for grout placement.

Color exposed grout to match surroundings. Ifvoid acts as drain or appears to have~~-=~------=::::::::::~:::J--------"iconducted water in the past place 2" J.D. drain pipe prior to grout placem~nt. ~rain pipe placement IS subject to approval by the COR.

USDA

FOREST

SERVICE

&l

PACIFIC

SOUTIIWEST

REGION

R5

Hot Asphalt Filler i % slope toward wall

I stanislaus Naliooal Forest

PVc 2" 1.0_ Drain pipe Grout p~lmmD.ay a.ROMERO

I or as directed by COR.

I

I I I J

DA'"

2J2JtO " SCoW!

AS NOTED

DRAWING

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