PENN YLV ANIA

PREST ·N

GREENBR IER

KE

PROJECT LOCATION

Saulsville

T ,1-i i'ails R=-t 1,;,.

Sta:!= P~,: .._.

West Virginia Department of Natural Resources STEVEN 5. McDANIEL, DIRECTOR

EMILY FLEMING, DEPUTY DIRECTOR

West Virginia Parks and Recreation

BRAD REED, CHIEF OF PARKS

E .c " t ., MD /

" MINERAL HAMP HIRE

HAR DY

VIRGINIA

AP!-'r\U:X.IM I I:. Mllt:.S

0"0 2(J0 40

Area Map

WEST

state'~.< par"'s ti •-- - ------ - - ------- ---- - - - --

@) BRAD 5. LESLIE P.E. CHIEF ENGINEER DATE

C: t----,......-------------------,.-...... --1 rJ REVISION C:

:::i NUMBER REVISIONS DATE BY

""11---- --t--- --- - - --- - - --- -----+---+-----I ~ I a------ -i-------- - - - - --- ---- ---------t-- ----t-- ----1 511----- - t--- --- - - --- - - - - --- ---+- --+-----I I l----t--- --- - - - - --- - - ---- --+- --+- ----1 .c:

~11---- --t---- - - - - ---- - ----------t----+- ----I ~11---- --t--- --- - - --- - - - - - --- --+- --+- ----I g a------ - t---- - - - - - ---- - --- - - ----t-- ----t-- ----1

G-001

G-01-100

G-02-100

C-01-001

C-01-100

C-01-101

C-01-102

C-01-103

C-01-104

C-02-100

C-02-101

C-500

C-501

C-502

C-503

C-504

C-505

C-506 S-001

S-002 S-01-100

S-01-101

S-02-100

S-02-101

S-02-102

A-01-100 A-01-101

A-01-102

A-01-200

A-01-300

A-01-301

A-01-400

A-01-500

A-01-701

A-02-100

A-02-101 A-02-102

A-02-200

A-02-201

A-02-300

A-02-301

DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS, WEST VIRGINIA

CONSTRUCTION DOCUMENTS

GENERAL NOTES

BATHHOUSE EGRESS PLAN

PRO SHOP EGRESS PLAN

OVERALL SITE PLAN OVERALL WATER AND SEWER PLAN

SPRAYGROUND EXISTING SITE DEMOLITION PLAN

SPRAYGROUND SITE LAYOUT AND GRADING PLAN

SPRAYGROUND ENLARGED SITE PLAN

SPRAYGROUND SITE PIPING PLAN

SPRAYGROUND LANDSCAPE PLAN

PRO SHOP EXISTING SITE DEMOLITION PLAN

PRO SHOP SITE LAYOUT AND LANDSCAPE PLAN

SITE DETAILS

SITE DETAILS

SITE DETAILS

SITE DETAILS

SITE DETAILS AND NOTES

SPRAYGROUND EQUIPMENT ENCLOSURE

PIPING PROFILES

STRUCTURAL NOTES

STRUCTURAL NOTES

BATHHOUSE FOUNDATION PLAN

BATHHOUSE ROOF FRAMING PLAN

PRO SHOP FOUNDATION PLAN

PRO SHOP ROOF FRAMING PLAN

PRO SHOP SHEAR WALL PLAN AND ELEVATIONS

BATHHOUSE FLOOR PLAN

BATHHOUSE REFLECTED CEILING PLAN

BATHHOUSE ROOF PLAN

BATHHOUSE EXTERIOR ELEVATIONS

BATHHOUSE BUILDING SECTIONS

BATHHOUSE WALL SECTIONS

BATHHOUSE ENLARGED TOILET PLAN AND SCHEDULE

BATHHOUSE DOOR AND WINDOW ELEVATIONS, SCHEDULE AND DETAILS

BATHHOUSE ROOM FINISH PLAN AND SCHEDULE

PRO SHOP FLOOR PLAN

PRO SHOP REFLECTED CEILING PLAN

PRO SHOP ROOF PLAN

PRO SHOP EXTERIOR ELEVATIONS

PRO SHOP EXTERIOR ELEVATIONS

PRO SHOP BUILDING SECTIONS

PRO SHOP BUILDING SECTIONS

A-02-302

A-02-400

A-02-500

A-02-700

N-01-101

N-01-102

N-01-103

N-01-401 N-01-501

N-01-601

P-01-000

P-01-101

P-01-102

P-01-601

P-02-000

P-02-101

P-02-102 P-02-501

M-01-000

M-01-101

M-02-000

M-02-101

M-02-102

M-02-103

M-02-301

M-02-401 M-02-601

E-01-000

E-01-100

E-01-101

E-01-102

E-01-103

E-01-104

E-01-201

E-02-000

E-02-101

E-02-102

E-02-601

PRO SHOP WALL SECTIONS

PRO SHOP ENLARGED TOILET PLAN AND SCHEDULE

PRO SHOP DOOR AND WINDOW ELEVATIONS, SCHEDULE AND DETAILS

PRO SHOP ROOM FINISH PLAN AND SCHEDULE

SPRAYGROUND GENERAL INFORMATION

SPRAYGROUND DECK LAYOUT

SPRAYGROUND PIPING LAYOUT

SPRAYGROUND ENLARGED PLANS & SECTIONS

SPRAYGROUND DETAILS

SPRAYGROUND SCHEDULES

PLUMBING ABBREVIATIONS

BATHHOUSE PLUMBING PLAN

SPRAYGROUND DOMESTIC & SANITARY PIPING

PLUMBING SCHEDULE & DETAILS

PRO SHOP PLUMBING ABBREVIATIONS

PRO SHOP DOMESTIC PLUMBING PLAN

PRO SHOP SANITARY PLUMBING PLAN

PRO SHOP PLUMBING DETAILS & SCHEDULES

MECHANICAL ABBREVIATIONS

MECHANICAL PLAN

PRO SHOP MECHANICAL ABBREVIATIONS

PRO SHOP MECHANICAL PLAN

PRO SHOP MECHANICAL PLAN

PRO SHOP MECHANICAL PIPING PLAN

PRO SHOP MECHANICAL SECTIONS VIEW AND SCHEDULES

MECHANICAL ENLARGED PLANS

PRO SHOP MECHANICAL DETAILS & SCHEDULES

ELECTRICAL ABBREVIATIONS

ELECTRICAL AND DATA SITE PLAN

ELECTRICAL SITE LIGHTING PLAN

BATHHOUSE ELECTRICAL POWER & LIGHTING PLANS

SPRAYGROUND ELECTRICAL POWER & LIGHTING

GROUNDING AND BONDING PLAN

ELECTRICAL ONE-LINE

PRO SHOP ELECTRICAL ABBREVIATIONS

PRO SHOP ELECTRICAL PLAN

PRO SHOP LIGHTING PLAN

PRO SHOP ELECTRICAL SHCEDULES

'.§ 11----- - t---- --- - - --- - - - - --- --+---+- ----I c: ______________________ ...... _ ...... _ ..... ______________________________________________________________________________________ _

" E---------------------------8

I 7 / 1/1 // I y ! _/1 // ~ /e, ~--ill W. Thomas Cloer 111, AIA, NCAF B

~ AIRPORT PLANNING / DEVELOPMENT

~ ARCHITECTURE / INTERIOR DESIGN

Chapman CIVIL ENGINEERING / SITE DEVELOPMENT

Technical ENVIRONMENTAL ENGINEERING

Group LANDscAPEARcH1TEcTuRE a division of SURVEYING

GRW

www.chaptech.com 200 Sixth Avenue

St. Albans, West Virginia 25177

(304) 727 -5501

43 East Main Street Buckhannon, West Virginia 26201

(304) 472-8914

JOB NUMBER: 20001

SCALE: NTS

DATE: NOV2020

DRAWN BY: DND

DESIGNED BY: WTC

CHECKED BY: WTC

SHEET NO. REVISION

G-000 ~

ARCHITECTURAL ABBREVIATIONS

A.

A.G.

AC. PL.

AC. T.

ACT.

A.F.F.

ALUM./AL.

AMT.

APPROX.

AVG.

A.WG.

A.B.

X

BD.

BO.FT.

B.H.

BL.

BLDG.

BLKG.

Bm.

BM.

B.M.

BOT

B.P.

BRK.

BTR.

CAULK

C.B.

CIC

GEM.

GER.

GER. TL.

CF.

CFM.

CH.

CL.

CLG.

CLO.

CLR.

C.M.U.

C.O.

COL.

CONG.

CONT.

CORR.

CPT.

C.SK.

CTR/C

CU.

c.w.

C.Y D.

DET.

DF./D.F.

D.H.

DIA./0

DIM.

DN.

DO/do

DR.

DS.

DWG.

EA.

EUELEV.

EXIST

EXT

E.W

E.WC.

FD.

FON.

F.C./FEC

F.E.

FIG.

FIN.

FIN. FL./FF.

FL.

FLASH.

F.O.

F.P.M.

FT.

FTG.

GA.

GALV.

GL.

GLUE LAM.

G.WB.

GYP.

GYP. BL.

H.B.

HG

AREA

AIR CONDITIONING

ACOUSTIC PLASTER

ACOUSTICAL TILE

ACTUAL

ABOVE FINISHED FLOOR

ALUMINUM

AMOUNT

APPROXIMATE

AVERAGE

AMERICAN WIRE GUAGE

ANCHOR BOLT

ANGLE

BY

BOARD

BOARD FEET

BULKHEAD HEIGHT

BLOCK

BUILDING

BLOCKING

BEAM

BENCHMARK

BOARD MEASURE

BOTTOM

BEARING PLATE

BRICK

BETTER

CAULKING

CATCH BASIN

CENTER TO CENTER

CEMENT

CERAMIC

CERAMIC TILE

CUBIC FEET

CUBIC FEET PER MINUTE

CEILING HEIGHT

CENTER LINE

CEILING

CLOSET

CLEAR

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONTINUOUS

CORRIDOR

CARPET

COUNTER SINK

CENTER

CUBIC

COLDWATER

CUBIC YARDS

DEPTH/DEEP

DETAIL

DRINKING FOUNTAIN

DOUBLE HUNG

DIAMETER

DIMENSION

DOWN

DITIO

DOOR

DOWNSPOUT

DRAWING

EACH

ELEVATION

EXISTING

EXTERIOR

EACH WAY

ELEC. WATER COOLER

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIGURE

FINISH

FINISHED FLOOR

FLOOR

FLASHING

FINISHED OPENING

FEET PER MINUTE

FEET

FOOTING

GUAGE

GALVANIZED

GLAZED

GLUE LAMINATED

GYPSUM WALL BOARD

GYPSUM

GYPSUM BLOCK

HOSE BIB

HANDICAPPED/ACCESSIBLE

HDWE.

H.M.

HOL. CR.

HORZ.

HT.

H.W.

I.D.

I.P.

INSUL.

INT.

JT.

L.

LAV.

L.H.

L.F./LIN.FT.

MATL.

MAX

MECH.

MET.

MFR.

MIN.

MISC.

M.O.

N.

NA

N.E.C.

N.I.C.

NO.I#

NOM.

N.T.S.

O.C.

O.D.

OPP.

OVHD.

PERP.

PL.

PLWD.

PR.

PSI.

P.S.F.

PT.

P.T.

PTD.

Q.T.

QTY.

R.

R.D.

RE.BAR.

RECP.

REF.

REINF.

REQD.

REV

R.H

RM.

R.O.

S.

S.C.

SCH.

SEC.

SF

SHT.

SHTG.

SPECS.

STD.

STL.

STRUCT.

SUSP.

T.

T.&G.

TYP.

UNFIN.

U.N.O.

V.

VERT.

VC.T.

VT.R.

W.

WI

W.C.

WD.

wow

WGL.

WP.

W/0

WT.

YD.

HARDWARE

HOLLOW METAL

HOLLOW CORE

HORIZONTAL

HEIGHT

HOT WATER

INSIDE DIAMETER

IRON PIN

INSULATION

INTERIOR

JOINT

LENGTH

LAVORATORY

LEFT HAND

LINEAR FEET

MATERIAL

MAXIMUM

MECHANICAL

METAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

NORTH

NOT APPLICABLE

NATIONAL ELECTRIC CODE

NOT IN CONTRACT

NUMBER

NOMINAL

NOTTO SCALE

ON CENTER

OUTSIDE DIMENSION

OPPOSITE

OVERHEAD

PERPENDICULAR

PLATE

PLYWOOD

PAIR

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PAINT

PRESERVATIVE TREATED

PAINTED

QUARRY TILE

QUANTITY

RISER/RADIUS

ROOF DRAIN/ROUND

REINFORCING BAR

RECEPTACLE

REFERENCE

REINFORCING

REQUIRED

REVISION/REVISED

RIGHT HAND

ROOM

ROUGH OPENING

SOUTH

SOLID CORE

SCHEDULE

SECTION

SQUARE FEET

SHEET

SHEATHING

SPECIFICATIONS

STANDARD

STEEL

STRUCTURAL

SUSPENDED

TREAD/THICKNESS

TONGUE AND GROOVE

TYPICAL

UNFINISHED

UNLESS NOTED OTHERWISE

VINYL

VERTICAL

VINYL COMPOSITION TILE

VENT THROUGH ROOF

WIDTH/WATER

WITH

WATER CLOSET

WOOD

WINDOW

WIRE GLASS

WATERPROOF

WITHOUT

WEIGHT

YARD/YARDS

ex_::)

SYMBOLS LEGEND

DOOR NUMBER

WINDOW TYPE

CONSTRUCTION NOTE, CONSTRUCTION NOTES ARE

SPECIFIC TO THE SHEET ON WHICH THEY APPEAR.

WALL TYPE, SEE PLAN & SCHEDULE

DEMOLITION NOTE, DEMOLITION NOTES ARE SPECIFIC

TO THE SHEET ON WHICH THEY APPEAR.

EQUIPMENT TAG

1-HR FIRE BARRIER (WALL)

2-HR FIRE BARRIER (WALL)

3-HR FIRE BARRIER (WALL)

SMOKE PARTITION

MANUAL FIRE ALARM PULL

2x2 LIGHT FIXTURE

2x4 LIGHT FIXTURE

DIFFUSER, SEE MECHANICAL DRAWINGS

RETURN GRILLE, SEE MECHANICAL DRAWINGS

SECTION - MARKER INDICATES BUILDING SECTION, WALL

SECTION OR BUILDING COMPONENT AT LARGER SCALE

ELSEWHERE

DETAIL MARKER- INDICATES LARGE SCALE DETAIL

ELSEWHERE - NUMERICAL

GENERAL NOTES

1.

2.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

BATHHOUSE BUILDING AREA - 864 S.F.

PRO-SHOP BUILDING AREA - 2,651 SF

FINISH FLOOR ELEVATION -100.00'

PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

DIMENSIONS ARE TO FACE OF WALL AND CENTERLINE OF BEAMS AND COLUMNS UNLESS NOTED OTHERWISE. OVERALL BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF CMU FOUNDATION WALL, OR TO FACE OF WALL SHEATHING.

ALL ANGLES AT INCREMENTS OF 45 DEGREES UNLESS NOTED OTHERWISE.

VERIFY COMPATIBILITY OF PRODUCTS WITH EACH OTHER AND WITH THEIR INTENDED PURPOSES.

PROVIDE THROUGH PENETRATION FIRE STOP SYSTEM AT PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS AND FLOORS.

PROVIDE SMOKE-TIGHT SEALANT AT ALL DOORS AND OTHER PENETRATIONS THROUGH SMOKE PARTITIONS AND SMOKE DAMPERS IN DUCTWORK PER APPLICABLE CODES, SEE MEP DRAWINGS AND SPECIFICATIONS FOR MECHANICAL, ELECTRICAL AND PLUMBING

REQUIREMENTS.

LOCATE HINGE SIDE OF DOOR FRAMES AT 8" OFF FACE OF ADJACENT WALL UNLESS DIMENSIONED OTHERWISE.

WINDOW AND DOOR FRAME DIMENSIONS ARE NOMINAL, ADJUST ACCORDINGLY FOR PROPER MASONRY OPENING DIMENSIONS.

PROVIDE BULLNOSE CMU AT ALL INTERIOR VERTICAL, OUTSIDE CORNERS.

FINISH COLORS FOR ALL MATERIALS, INTERIOR AND EXTERIOR, SHALL BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE

OF COLORS.

SLOPE SIDEWALKS AND SHAPE EARTH TO DRAIN AWAY FROM ALL BUILDINGS WITHOUT PONDING.

i ~L..-------------------------------------------------------------------------------------------------------------------------------------------- 1 z c ..

u C 'C u

REVISION

NUMBER

REVISIONS

DATE BY

;:l'9l AIRPORT PLANNING/ DEVELOPMENT

- , ARCHITECTURE/ INTERIOR DESIGN

""'ltit,;~

Chapman CIVIL ENGINEERING/ SITE DEVELOPMENT

Technical ENVIRONMENTAL ENGINEERING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914

Group LANoscAPEARcH1TEcTuRE a division of SURVEYING

GRW

www.chaptech.com

PROJECT INFORMATION

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS WEST VIRGINIA

CONSTRUCTION DOCUMENTS

GENERAL NOTES

JOB NUMBER: j 20001

SCALE: ! 1/411 = 11-011

DATE: ! NOV2020

DRAWN BY: I DND

DESIGNED BY: WTC

CHECKED BY: WTC

SHEET NO. IREVISIDN

G-001 I /\ e g .c l ..

.c

C:

f

C

D

OFFICE/ ,

CONCESSIONS \

' 102 '

~o

36'-0"

I

I I '

I@ i:

I / i l / ' L

MENS TOILET

100 I

/ WOMENS

TOILET

101--I

BATHHOUSE EGRESS PLAN

SCALE: 1/4" = 1'-0"

REQUIRED CODES:

GENERAL INFORMATION:

WV FIRE CODE:

NFPA 101:

IBC 2015:

CODE NOTES

WV STATE FIRE CODE -AUGUST 2020, NFPA 101-2018, IBC 2015,

IMC2015, IPC2015, NEC2017,AND ICC/ANSIA117.1-2017,

WV BUILDING CODE - AUGUST 2020

NEW CONSTRUCTION 1 STORY 864 S.F.

TYPE V (000) UNSPRINKLERED

TYPE V (000) UNSPRINKLERED

OCCUPANT LOAD - 90CCUPANTS

BUSINESS OCCUPANCY - 100 S.F./OCCUPANT

NO MINIMUM CONSTRUCTION REQUIREMENTS

DEAD END CORRIDOR LIMIT - 20'

COMMON PATH OF TRAVEL LIMIT- 75'

TRAVEL DISTANCE LIMIT - 200'

BUSINESS, TYPE V-B (UNPROTECTED)

MAX. AREA - 9,000 S.F. (PER STORY)

MAX. HEIGHT - 2 STORIES, 40'

EGRESS LEGEND

()=9 EGRESS PATH

FIRE EXTINGUISHER W/WALL

MOUNTED BRACKET

1--------------------

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

ii , ~ C ,, ,, ,, ,, • • "' ~I ~ ~ r-...-...J I I I L-----------------------------------------------------------------------------------------------..... -=======:::::::::::::::::::~:::::::S:C:A:L:E::1:/4:":=:1'~-0-"::::;:::;::~ ~ ,,1,SE~b. . JOB NUMBER: : 20001 1l •1

·1

•110 PROJECT INFORMATION ,,S·':;,: \/•l~S/(1> SCALE As indicated ~ ~ AIRPORTPLANNING/DEVELOPMENT WV DIVISION OF NATURAL RESOURCES 2~~~:.:-:::·;:;:-,,..:J~~ DATE:: NOV2020 z ~ ARCHITECTURE/INTERIOR DESIGN St. Albans, WV PARKS AND RECREATION 2v;i\\!~'111f"'7~Awc~ 1--DRA_WN_B_Y_: -+-, ---DND ~ Chapman CIVILENGINEERING/SITEDEVELOPMENT (304)727-5501 SPRAYGROUND AND GOLF PRO SHOP BATHHOUSE EGRESS PLAN i~j~~v~179 ~J*l DESIGNEDBY:. WTC

Buckhannon, WV -='- •• 11 0 .- "' CHECKED BY: WTC j Technical ENv1RoNMENTALENG1NEER1NG (304)472-8914 TWIN FALLS STATE PARK \~-!:':<.':!!lIE.-".:x:::{ ,fl SHEETNa. - R-EV1s10N

~ Group LANDscAPEARCHITEcTuRE MULLENS WEST VIRGINIA '',,1;J7;'.~,\J:fuf(,,yif:#!Z0 G-01-100 Li ~ a division of SURVEYING www.chaptech.com CONSTRilCTION DOCUMENTS 0 GRW

REVISION

REVISIONS DATE BY NUMBER

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g- .c ti) e e

REVISION

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REVISIONS DATE

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VESTIBULE

CLOSET I 100 I [Jo6 -i -

II II II II 11 II II

L'. '

--/ --- --D

PRO SHOP EGRESS PLAN

SCALE: 1/4" = 1'-0"

pjll/il!im;.

~ AIRPORT PLANNING/ DEVELOPMENT

~ ARCHITECTURE I INTERIOR DESIGN

Chapman CIVIL ENGINEERING/ SITE DEVELOPMENT

Technical ENVIRONMENTAL ENGINEERING

Group LANDscAPEARcH1TEcTuRE

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of SURVEYING

GRW

www.chaptech.com

PROJECT INFORMATION

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MUL~o~~~dc~~~o1u'!!~~INIA

REQUIRED CODES:

GENERAL INFORMATION:

~ WV FIRE CODE:

NFPA 101:

I ' J

I

IBC 2015:

i _J

JANITOR

l ~1041 ,a:

\ I I I \ 1, \ II

-- '· -- ..11

-- ' I I I I \

,.,.,- -- Ti

/ II /

I II

I II

/ II

'Ir

CLOSET

I 107 L ____ I

II

L

PRO SHOP EGRESS PLAN

CODE NOTES

WV STATE FIRE CODE· AUGUST 2020, NFPA 101-2018, IBC 2015,

IMC 2015, IPC 2015, NEC 2017, AND ICC/ANSI A117. 1-2017,

WV BUILDING CODE· AUGUST 2020

NEW CONSTRUCTION 1 STORY 2,651 S.F,

TYPE V (000) UNSPRINKLERED

TYPE V (000) UNSPRINKLERED

OCCUPANT LOAD - 27 OCCUPANTS

BUSINESS OCCUPANCY· 100 SF/OCCUPANT

NO MINIMUM CONSTRUCTION REQUIREMENTS

DEAD END CORRIDOR LIMIT - 20'

COMMON PATH OF TRAVEL LIMIT - 75'

TRAVEL DISTANCE LIMIT - 200'

BUSINESS, TYPE V-B (UNPROTECTED)

MAX, AREA· 9,000 S.F, (PER STORY)

MAX, HEIGHT · 2 STORIES, 40'

EGRESS LEGEND

\_) c::-:1 EGRESS PATH ,, 7

IFE' FIRE EXTINGUISHER W/WALL I

l'._'7 MOUNTED BRACKET _ ___j

FECl ""'~'""'" "" . I

____ J EXTINGUISHER CABINET

- - - - SMOKE PARTITION, FLOOR

TO DECK AND SEAL SEAL !

ALL WALL PENETRATIONS. I

I

-·-·- ONE HOUR RATED WALL

FLOOR TO DECK AND SEAL

SEAL ALL WALL

PENETRATIONS.

o· 1· 2· 3· 4' 6' 8' 12' ~---~ ....... ..--., SCALE: 114" = 1 '-0"

JOB NUMBER: ! 20001

SCALE: As indicated

DATE: NOV2020

f-------------- -1

DRAWN BY: I DND

r- ---

WTC DESIGNED BY: :

CHECKED BY: WTC

]REVISION SHEET NO.

G-02-100 16

REVISION

NUMBER

REVISIONS DATE BY

I ""~ • ' .. "'~ -~ w---. w---

I I . , I I

I I

I

SEE C-02-101 FOR'

..,,-ILITIES IN THIS AR~ --1-

SEE C-01 -103 FOR

UTILITIES IN THIS AREA f

LODGE

t.~ "· V-1:4t ~ •

--------------":.----- ---~ ---- ----- ---- ----eFMCO-,... -t.- ----- --... _ --- -r-- ~---

' ,.,......,_ w_w -wPROVIDE TEMP. 110V SERVICE

FOR TEMP . .PRO SHOP.

•coo'Ro1"'ATE w1 oWNE:R~ o lOWER QOMPANY.---

• - --- . ----- ,------, --... ----- . , ' ---=:::: ,-. . --- -----' ----=:: ARV-2 - - - .. - - - • -, f r ', · ---- ........ I I · I

'1- :;_ .;_·-------- ------ I I I

I ' ' • ., flll'- _ . :._ ; -1 - - FM C0-2 • PVC SQ - - - f ' ', ... #,..~ ---_ °'C_._ :::--A";;R;:V-~3;:; -;;;-; ;;:~- ; ; -~ ~-~;;- ;~- ;~-i~-;~-;~"

~ ~~ /---. · , LIMITS OF ---........ , -- -"

~ -, _ - ---( DISTURBANCE

' ' = 2.91 ACRES

OVERALL SITE PLAN

SCALE: 1 "=40'

AIRPORT PLANNING I DEVELOPMENT

ARCHITECTURE / INTERIOR DESIGN

PROJECT INFORMATION

Chapman Tac:hnlcal

Group

CIVIL ENGINEERING I SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS ST A TE PARK

MULLENS, WEST VIRGINIA

OVERALL SITE PLAN

OVERALL WATER AND SEWER PLAN

a division of

GRW

SURVEYING www .chaptech.com f

NEW PRO SHOP

0 20 80

JOB NUMBER: 20001

SCA!£: AS SHOWN

DATE: NOVEMBER 2020

DRAWN BY: LOA

DESIGNED BY: JEB

CHECKED BY: JEB

C-01-001 6

REVISION

NUMBER

I

REVISIONS

f----~ REMOVE BOLLARDS

AND SIGNS

DATE BY

RE LOCATE BENCHES

AS DIRECTED BY PARK

REMOVE

PAVEMENT

Chapman Technical

Group a division of

GRW

AIRPORT PLANNING / DEVELOPMENT

ARCHITECTURE/ INTERIOR DESIGN

CIVIL ENGINEERI NG / SITE DEVELOPMENT

ENVIRONMENTAL ENGIN EERI NG

LAN DSCAPE ARCHITECTURE

SURVEYING

RELOCATE SIGNAGE A

DIRECTED BY PARK.

SALVAGE AND RESET

PAVERS.

f

Rf5MOVE BASKETBALL

COUJ;<T PAVEMENT AN D

RELOCATE PLAYGR~UND /

EQUIPMENT ADJACEf JT TO .

NEW SPRAY PARK ,/

E BENCHES

TED BY PARK

RELOCATE GRAVEL

AND TI MBERS TO

NEW PLAYGRO UN D

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 www .chaptech.com

EXISTING SITE PLAN

SCALE 1 "=20'

PROJECT INFORMATION

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS, WEST VIRGINIA

\ ~w.rnrn,o

REMOVE ASP HA T

PATH

x -----

I I

I x -----

"' I I

I

I

I

SPRAYGROUND

EXISTING SITE DEMOLITION PLAN

)( ----- x

------ X

I I

I ,.,_

I I

I

I

I

I

20 0 10

I I

JOB NUMBER: 20001

SCALE: 1 · -20·

DATE: NOVEMBER 2020

DRAWN BY: LOA

DESIGNED BY: JEB

CHECKED BY: JEB

C-01-100 D

' 5

' l

' ' ' ' c

J

I l

" ' 5 REVISION REVISIONS DATE BY

NUMBER .

' i ' ' 5

' j

115.00'

10.00'±

.------~,L---~~1----r----·-···_····_·-·_····_-·_···_··_· __________ =:-::4~' W;:;:CH~~::-·-1::-N ~Ll:;N~K~FE::N~C=E:----·····_z@_· 0._'2_"_·:·~~··_·· ____ "7"·=· .. = .. =···=-.. =···=·····=-·== __ ... _ .. _ .. ·_-_····· J_ ........................ xc····· .... - ill}- -,L .. --· ···f

"' co

SHADESTRUCTURE_ .. jj......__.

10001 L - - -r~_J""'-l:.L--J..~-1-sHADE STRUCTURE

10' W DOUBLE GATE

Chapman Technical

Group

THERMOPLASTIC

CROSSING MARKERS

AIRPORT PLANNING I DEVELOPMENT

ARCHITECTURE I INTERIOR DESIGN

CIVIL ENGINEERING I SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a div1s1on of

GRW

SURVEYING www.chaptech.com

SHA ESTRUCTUREL__.---1

G

4'WGATE

3" WHITE STRIPING 9.00'

TYP.

SITE PLAN

SCALE 1 "•20'

PROJECT INFORMATION

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS, WEST VIRGINIA

5.00'

4'WGATE

TYPE 2 CURB RAMP

9.00'

TYP.

SPRAYGROUND

ENLARGED SITE PLAN

10 0 • 10

JOB NUMBER: 20001

SCALE: 1 "=1 O'

DATE: NOVEMBER 2020

DRAWN BY: LDA

DESIGNED BY: JEB

CHECKED BY: JEB

C-01-102 D, ' l f i l l ' l

~ REVISION

NUMBER

REVISIONS

' ' i

I

I I

I

3 - FLOWERING DOGJooD

3 - VIRGINIA SWEE

11 - VIRGINIA SWEETSPIRE

,----1,----1 o __ o J L o __ o J

9 - IRGINIA SWE TSPIRE

PLANT LIST

QTY COMMON NAME

22 VIRGINIA SWEETSPIRE

4 FLOWERING DOGWOOD

DATE BY

SCIENTIFIC NAME

ITEA VIRGINICA

CORNUS FLORIDA

Chapman Technical

Group a d1v1s1on of

GRW

SIZE

#3 CONT.

2" CAL.

AIRPORT PLANNING/ DEVELOPMENT

ARCHITECTURE/ INTERIOR DESIGN

CIVIL ENGINEERING/ SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914

SURVEYING www .chaptech.com

I

LANDSCAPE PLAN

SCALE 1"•10'

PROJECT INFORMATION

I I

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS ST A TE PARK

MULLENS, WEST VIRGINIA

SPRAYGROUND

LANDSCAPE PLAN

10 0 5 10

JOB NUMBER: 20001

SCALE: 1"-10'

DATE: NOVEMBER 2020

DRAWN BY: LDA

DESIGNED BY: JEB

CHECKED BY: JEB

C-01-104 D z z z z

-~-S~~-T~J99~~ z

/NV A.1989.31'-2-~.. Ii !NV 8·!989.31' • Ax'.X<'

/NV C. ! 989.26'

ASPHALT

REMOVE EXIST WATER

LINE AS REQ'D FOR NEW

CONSTRUCTION

REVISION

NUMBER

MAG NAIL

N:231804 62 E:1841400.74 Z:1991.60--.

REVISIONS

FF: 1993.37'

J&

ASPHALT

REMOVE

HYDRANT

DATE

BY

CONC.

REMOVE EXIST POOL,

STRUCTURES, PAVEMENTS,

FENCING, ETC

REMOVE FOUNDATIONS TO

3'-0" BELOW GRADE.---~

POOL

CONC.

ASPli4LT

I LJ ---~ CONTRACTOR SHALL

o DE-WATER CRAWL SPACE

AND BACKFILL W/ ,

'-··------·-···-------1------·l'rorr AB[EF1LL-MATER111i.·-

To FINISH GRADE I

FF: '

~-i~ I ..

FF 1989.45' l CRASSl 1 =:)1

!\ CONC\l ][] /

EXISTING ASPHALT TO

REMAIN. SAW-CUT EXIST

ASPHALT TO BE REMOVED.

DEMOLITION SITE PLAN

SCALE: 1 "=20'

Chapman Technical

Group a div1s1on of

GRW

AIRPORT PLANNING I DEVELOPMENT

ARCHITECTURE/ INTERIOR DESIGN

CIVIL ENGINEERING/ SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St Albans, VW

(304) 727-5501

Buckhannon, VW

(304) 472-8914 www.chaptech.com

ASPHALT

,/ 0

8.00' i

I

J_ EXISTING ASPHALT TO

i REMAIN SAW-CUT EXIST

ASPHALT TO BE REMOVED.

SILT FENCE

SAW-CUT AND REMOVE

EXIST PAVEMENT

PROJECT INFORMATION

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS, WEST VIRGINIA

UTILITY TERMINATION NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR THE TERMINATION OF ALL UTILITIES

SERVING THE BUILDING TO BE DEMOLISHED.

2. THE CONTRACTOR SHALL CONTACT EACH UTILITY CO. AND COORDINATE WITH THE

OWNER IN SUCH A MANNER AS TO ALLOW THE SAFE AND ORDERLY TERMINATION OF

UTILITIES SERVING THE STRUCTURES IDENTIFIED TO BE DEMOLISHED

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SCHEDULING AND COORDINATION

WITH THE UTILITY COMPANIES, AND ALL WORK SHALL BE PERFORMED IN

ACCORDANCE WITH THE UTILITY COMPANY'S REQUIREMENTS

4. THE CONTRACTOR SHALL EXERCISE CARE WHEN TERMINATING UTILITIES IN ORDER

TO ALLOW RE-USE BY THE OWNER IN THE FUTURE AND TO ENSURE THAT SERVICE

TO BUILDINGS TO REMAIN IS NOT INTERRUPTED

GOLF PRO SHOP

EXISTING SITE DEMOLITION PLAN

DEMOLITION NOTES

1. CONTRACTOR SHALL CHECK BUILDING TO ENSURE THAT NO PERSON(S) ARE

PRESENT BEFORE BEGINNING BUILDING DEMOLITION

2. REMOVE CONCRETE. ASPHALT PAVEMENT AND STONE BASE, IF ANY AS INDICATED

AND LEGALLY DISPOSE OF OFF-SITE.

3 AT STRUCTURES TO BE REMOVED, ENTIRELY REMOVE ALL ABOVE AND BELOW

GRADE CONSTRUCTS, INCLUDING UTILITIES SERVICING THE STRUCTURE AND THE

STRUCTURE'S FOUNDATIONS TO A MINIMUM DEPTH OF 3'-0" BELOW GRADE

BACKFILL WITH UNCLASSIFIED BORROW EXCAVATION MATERIAL TO GRADE AND

COMPACT TO 98% PROCTOR.

4. DISCONNECT AND REMOVE SANITARY SEWER AND CAP PER UTILITY COMPANY

REQUIREMENTS. DISCONNECT AND REMOVE DOMESTIC WATER TO PROPERTY LINE

AND CAP PER UTILITY COMPANY REQUIREMENTS DISCONNECT AND REMOVE

OVERHEAD UTILITIES TO NEAREST POLE TO REMAIN PER UTILITY COMPANY

REQUIREMENTS. DISCONNECT AND REMOVE GAS SERVICE TO METER PER UTILITY

COMPANY REQUIREMENTS.

5. PROTECT AND MAINTAIN DROP INLETS AND STORM LINES TO REMAIN. CAP

CONNECTIONS IN STORM LINES FROM BUILDING DRAINAGE SYSTEM. PROVIDE SILT

FENCE AS NECESSARY TO PREVENT UN-FILTERED FLOW TO ADJACENT SITES AND

STREETS.

6. DEMOLITION SCHEDULE (D3) INCLUDES ASPHALT AND GRAVEL PORTION OF PARKING

AREA

GENERAL NOTES

ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESHAPED. GRADED TO DRAIN,

SEEDED AND MULCHED OR COVERED WITH GRAVEL AS PER SPECIFICATIONS AND

DRAWINGS. ALL AREAS DAMAGED BY THE CONTRACTOR OUTSIDE THE LIMITS OF

CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL CONDITIONS AS PER

SPECIFICATIONS AND DRAWINGS AT THE CONTRACTOR'S EXPENSE

2. ANY INFORMATION SHOWN ON THE DRAWINGS CONCERNING TYPE. SIZE AND

LOCATION OF UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.

THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO

THE TYPE, SIZE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY

TO AVOID DAMAGE THERETO

3.

4.

5.

6.

7.

B

THE CONTRACTOR SHALL NOTIFY MISS UTILITY OF WEST VIRGINIA (1-800-245-4848) 48

HOURS IN ADVANCE OF THE START OF CONSTRUCTION ACTIVITIES. THE

CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL DAMAGE TO ABOVE GROUND OR

UNDERGROUND UTILITIES AS A RESULT OF THE WORK PERFORMED UNDER THIS

CONTRACT.

ENVIRONMENTAL PROTECTION IN ORDER TO PREVENT AND TO PROVIDE FOR

ABATEMENT AND CONTROL OF ANY ENVIRONMENTAL POLLUTION ARISING FROM

THEIR CONSTRUCTION/DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL COMPLY

WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS

CONCERNING ENVIRONMENTAL POLLUTION CONTROL AND ABATEMENT. AS WELL AS

SPECIFIC REQUIREMENTS AND CONDITIONS OF ANY NECESSARY PERMITS FOR

CONSTRUCTION/DEMOLITION OBTAINED FOR THIS PROJECT

THE CONTRACTOR IS TO REMOVE ONLY THOSE TREES NECESSARY TO PERMIT

EXECUTION OF THE WORK. ALL OTHER TREES OUTSIDE LIMITS OF CONSTRUCTION

ARE TO BE REMOVED ONLY IF THE OWNER IS CONSUL TED AND AGREES TO ALLOW

THEIR REMOVAL.

THE CONTRACTOR SHALL NOT USE EXISTING SANITARY SEWERS AS A MEANS OF

DEWATERING DURING CONSTRUCTION WORK. CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL SURFACE WATER RUNOFF AND GROUND WATER FROM EXCAVATIONS AND

SHALL PROVIDE NECESSARY DEWATER ING AND PUMPING EQUIPMENT FOR HANDLING

THESE FLOWS DURING CONSTRUCTION

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS CONSTRUCTION

ACTIVITIES WITH THOSE OF SUB-CONTRACTORS AND OTHER ENTITIES INVOLVED IN

ORDER TO ASSURE EFFICIENT AND ORDERLY EXECUTION OF EACH PART OF THE

WORK.

PROVIDE SEDIMENT/EROSION CONTROL TO PREVENT PASSAGE OF SEDIMENT OR

EROSION FROM ENTERING THE STORM SEWER OR ADJACENT PROPERTIES. SEE

SHEET D3 FOR DETAILS

9. ASPHALT ANO CONCRETE TO REMAIN ARE TO BE SAWCUT IN STRAIGHT AND

CONTINUOUS LINES

10. CONTRACTOR SHALL DOCUMENT AREAS OF CONSTRUCTION TO REMAIN THAT MAY

BE MISCONSTRUED AS CONSTRUCTION/DEMOLITION DAMAGE, VIA PHOTOS AND

SUBMIT TO ARCHITECT FOR REVIEW PRIOR TO BEGINNING DEMOLITION

11 CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, DIMENSIONS AND LOCATIONS

OF ITEMS TO BE EFFECTED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES

20 0 10 20 40

SEAL JOB NUMBER: 20001

SCALE: AS SHOWN

DATE: NOVEMBER 2020

DRAWN BY: DND

DESIGNED BY: WTC

CHECKED BY: WTC

C-02-100 t6.

QTY.

NUMBER

PRO SHOP

RIVER GRAVEL MULCH ---1---

25 - SWEET WOODRUFF

I

45 - SWEET WOODRUFF

PLANT LIST

COMMON NAME SCIENTIFIC NAME SIZE

VIRGINIA SWEETSPIRE ITEA VIRGINICA #3 CONT.

SWEET WOODRUFF GALIUM OOORATUM 2 1/2" POTS

REVISIONS

5 - VIRGINIA SWEETSPIRE

6 - VIRGINIA SWEETSPIRE

i I

50 - SWEET WOODRUFF

LANDSCAPE PLAN

SCALE: 1 "= 1 O'

DATE BY

Chapman Technical

Group a division of

GRW

0 10 20

AIRPORT PLANNING I DEVELOPMENT

ARCHITECTURE/ INTERIOR DESIGN

CIVIL ENGINEERING/ SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

z z

I z z z z z

SAN LS TOP· 1993.79'

!NV A: ! 990. 09'

!NV B: I 989. 09'

z

!NV C. 198982'(8'.'. STEEL)

!NV D. 1989.82'(8" stl'll) _.: ........... "!,··"

2" PVC SOR 21

2" WATER

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 www .chaptech.com

SSMH TOP- !.9.93.

7Nv'7t"!9&9Jl' /NV Bl .989Jf'.\ !NV C: l 98.9.26'

TYPE2

CURB RAMP-

ASPHALT

CONTROL JOINT

(TYP ) ___ ...--

SILT FENCE

PROJECT INFORMATION

992.25' 1988.20'

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS, WEST VIRGINIA

"--'--1" WATER

EROSION

CONTROL

BLANKET

140.00'

ASPHALT

PAVEMENT

Q

2" WATER

STORM LINE #2

I II J<nl--'-1993 00'

.. 1" LP

1992.75'

PROPANE TANK

(BY OTHERS)

SITE PLAN

SCALE: 1 "=20'

I I

ASPHALT

PAVEMENT

PRO SHOP SITE LAYOUT

AND LANDSCAPE PLAN

DI 2-1

TOP EL: 1989.29'

INV IN 1986.17' ··.

INV OUT: 1986.07'',

0) 0)

I f?eoo, END SECTION

TOP EL: 1987.36'

INV IN: 1985.71'

20 0

I " I ., I " I ., I z z z

8.00'

I

I

I

I

I

I

I I

I

I

I

I

SILT FENCE

--EXIST 4" WATFR

2" TAPPING SLEEVE

AND VALVE

RIP-RAP OUTFALL

D= 1'-0" 050 = 6"

JOB NUMBER: 20001

SCALE: AS SHOWN

DATE: NOVEMBER 2020

DRAWN BY: LDA

DESIGNED BY: JEB

CHECKED BY: JEB

C-02-101 D, ' ' I l t i

' t -) i

' ' i

EXIST

GROUND-,

-'c'lll-111=111=11-

"=!TT=111=111---

EXIST

GROUND

GEOTEXTILE

FABRIC-~

'MUST EXCEED FULL

WIDTH OF INGRESS AND

EGRESS OPERATION

NOTES:

70' MIN.

MOUNTABLE

BERM (6" MIN.)

ELEVATION

70' MIN.

COURSE AGGREGATE

(AASHTO M43 NO. 1)

- z N~::;;

POSITIVE DRAINAG/

TO SEDIMENT

TRAPPING DEVICE

PLAN

12' *

MIN

SECTION A-A

8' MIN.

,Z

' z <')-r"1 I I I

1 O'

MIN.

1 EXIST

I PAVEMENT

EARTH FILL

PIPE CULVERT

(AS NECESSARY)

- z o_

- z o_

1. PLACE STABILIZED CONSTRUCTION ENTRANCE (SCE) IN ACCORDANCE WITH THE APPROVED PLAN VEHICLES MUST TRAVEL OVER THE ENTIRE LENGTH OF THE SCE. USE MINIMUM LENGTH OF 70 FEET AND A MINIMUM WIDTH OF 12 FEET. FLARE SCE 10 FEET MINIMUM AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS.

2. PIPE ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD THE SCE UNDER THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PROTECT PIPE INSTALLED THROUGH THE SCE WITH A MOUNTABLE BERM WITH 5:1 SLOPES AND A MINIMUM OF 12 INCHES OF STONE OVER THE PIPE. PREPARE SUBGRADE AND PLACE

GEOTEXTILE FABRIC, AS SPECIFIED.

3. PLACE CRUSHED AGGREGATE (AASHTO M43 NO. 1) AT LEAST 6 INCHES DEEP OVER THE LENGTH AND WIDTH

OF THE SCE.

4. MAINTAIN ENTRANCE IN A CONDITION THAT MINIMIZES TRACKING OF SEDIMENT ADD STONE OR MAKE OTHER REPAIRS AS CONDITIONS DEMAND TO MAINTAIN CLEAN SURFACE, MOUNTABLE BERM, AND SPECIFIED DIMENSIONS. IMMEDIATELY REMOVE STONE AND/OR SEDIMENT SPILLED, DROPPED, OR TRACKED ONTO ADJACENT ROADWAY BY VACUUMING, SCRAPING, AND/OR SWEEPING. WASHING ROADWAY TO REMOVE MUD TRACKED ONTO PAVEMENT IS NOT ACCEPTABLE UNLESS WASH WATER IS DIRECTED TO AN APPROVED

SEDIMENT CONTROL DEVICE.

REVISION

NUMBER

STABILIZED CONSTRUCTION ENTRANCE

SCALE: NONE

2'-0" MAX.

(0227202)

0'-6"0 MIN. OF COARSE

ROCK PLACED IN CHANNEL

- FLOWLINE ~

,L . .' .. , ~

Lri

SECTION B

FLOW

PLAN

PLACE DOWNSTREAM STRUCTURE SUCH THAT TOP

IS APPROXIMATELY LEVEL WITH THE LOWEST

GROUND ELEVATION OF THE UPSTREAM STRUCTURE

PROFILE

ROCK CHECK STRUCTURE

SCALE: NONE (022701 D)

REVISIONS DATE BY

1'-0" f------ FILTER FABRIC

(EXXON GTF 180

OR EQUAL)

,---- 3" HARDWOOD MULCH---

[J_ ____ _o__ ____ _o---- 2" X 2" X 3 1/2' TURN DOWN TOP

TAMPED SETTING BED---

~-- PREPARED PLANTING SOIL

..,-----SAUCER------... PLAN

TYPICAL

INLET

SECTION

WOOD POSTS

COMPACTED

AGGREGATE

11--- BURY FILTER FABRIC

MIN 6" INTO

COMPACTED SUBGRADE

,_ __ BURY POST MIN. 18"

INTO COMPACTED

SUBGRADE

1/3 OF BURLAP ---"""-:---,,-7'/~

WEED BARRIER FABRIC

6"

BALLED AND BURLAPPED PLANT

SHRUB PLANTING DETAILS

INLET INFILTRATION PROTECTION SCALE NONE

SCALE: 1/2"=1'-0" (0227002)

Chapman Technkal

Group a division of

GRW

• • • w

3B

• w •

TYPICAL EROSION MATTING INSTALLATION ON SLOPES

SCALE:NTS (0227015)

NOTES:

1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.

NOTE WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA CELL-0-SEED MUST BE INSTALLED WITH

PAPER SIDE DOWN.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" (15 cm) DEEP x 6" (15 cm) WIDE TRENCH

BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.

3 ROLL THE BLANKETS (3A) DOWN OR (3B.) HORIZONTALLY ACROSS THE SLOPE. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROX. 2" (5 cm)

4. OVERLAP. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER

5. END (SHINGLE STYLE) WITH APPROX. 4" (10 cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROX.

12" (30 cm) APART

PROJECT INFORMATION

w • •

AIRPORT PLANNING I DEVELOPMENT

ARCHITECTURE I INTERIOR DESIGN

CIVIL ENGINEERING/ SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 www.chaptech.com

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS, WEST VIRGINIA

(0295004)

6"

REMOVE PLASTIC

CONTAINER

WEED BARRIER FABRIC

CONTAINER GROWN PLANT

PERSPECTIVE

--- r-i----- 1-3/4"x1-3/4"x3'-0" HARDWOOD POST

6'-0" 0/C SPACING

lj 1i'111 z 'II Ill

IH----- FABRIC ATTACHED TO POST

~--- SEED DISTURBED AREA· SEE NOTE 5

8"x4" TOE-IN TRENCH. EMBED FILTER

FABRIC 8" MIN. AND COMPACT BACKFILL

ON BOTH SIDES OF FILTER FABRIC.

lf---7";,P,f-:,~:;,..::t'T-- LEADER SHOULD NOT

BE DAMAGED

,---- TURN DOWN 1/3 OF BURLAP

,--- TAMPED SETTING BED

12"

PREPARED PLANTING SOIL

6' DIA. SAUCER

TREE PLANTING DETAIL

NOT TO SCALE (0295003)

NOTES:

1. POSTS SHALL BE 1-3/4"x1-3/4"x36" (MIN.) SQUARE CUT OF

SOUND QUALITY HARDWOOD. STANDARD 'T' OR "U"

SECTION STEEL POSTS WEIGHING NOT LESS THAN ONE

(1) POUND PER LINEAR FOOT MAY BE USED AS AN

ALTERNATE

2 WOVEN SILT FILM GEOTEXTILE FABRIC TO BE FASTENED

SECURELY TO POSTS WITH WIRE TIES OR STAPLES.

3. WHEN TWO SECTIONS OF SILT FENCE ADJOIN EACH OTHER,

OVERLAP THE LAST POST OF THE FIRST ROLL WITH THE

FIRST POST OF THE OTHER, THEN FOLD FABRIC AT LEAST

ONE (1) FULL TURN AROUND EACH POST

4. EXTEND ENDS OF SILT FENCE A MINIMUM OF FIVE (5) FEET

UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT

TO PREVENT RUNOFF FROM BYPASSING.

5. FILTER FABRIC SHALL BE NON-WOVEN "ADS

GEOSYNTHETICS 3302W', "THRACE-LINO GTF 200". OR

EQUAL.

6. SEED A 6'-0" STRIP ON EACH SIDE OF SILT FENCE WITH

TEMPORARY SEED MIX AS PER SPECIFICATIONS

7. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND

INSPECTED FOR DAMAGE AFTER EACH RAIN EVENT

REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN

BULGES DEVELOP OR WHEN SEDIMENT REACHES 25% OF

FENCE HEIGHT.

SILT FENCE DETAIL

SCALE NONE (0227003)

JOB NUMBER: 20001

SCALE: AS SHOWN

DATE: NOVEMBER 2020

DRAWN BY: LDA

DESIGNED BY: JEB SITE DETAILS

CHECKED BY: JEB

C-500 Ii

RELOCATED PEA

GRAVEL

EXISTING FILTER FABRIC

RELOCATED WOOD

TIMBERS

FINISHED

GRADE

VARIES - SEE PLANS

PLAYGROUND

SUPPOR1POST----

DRAINAGE STONE,

#57 WASHED

OF FINES

FINISHED GRADE

SEE GRADING PLAN

REVISION

NUMBER

REMOVE EXIST.

CONCRETE-~~J

DENSE GRADED AGGREGATE BASE-------'

30" GALV STAKE--o

6 X 6 W1.4 X W14 WWF----------

4500 PSI AIR ENTRAINED CONCRETE----------'

CONCRETE SIDEWALK

1/8" x 1" DEEP CRACK

II CONTROL JOINT (TYP.)

CRACK CONTROL JOINT

NOTES

1. EXPANSION JOINTS AND CONTROL JOINTS SHALL BE

PLACED AS SHOWN ON PLANS.

2. EXPANSION JOINTS SHALL ALSO BE PLACED WHERE

SIDEWALKS ABUT OTHER STRUCTURES OR CURBS.

3. SIDEWALKS SHALL HAVE BROOM FINISH W/ TOOLED

EDGES AND TOOLED CONTROL JOINTS.

CONCRETE SIDEWALK AND POOL DECK DETAILS

SCALE: 1" = 1 '-0"

6'-0" MAX. 4'-0" GATE 6'-0" MAX.

NEW CONCRETE

BASE---_,,

LINE POST CAP

9 GA.- 2" ZINC COATED

CHAIN LINK FENCE

FABRIC

1 5/8" TOP RAIL

FINISHED GRADE

CONCRETE POST

FOUNDATION 1 518" BOTTOM RAIL

NOTES:

3/8" DIA. ROUND ROD

WITH TURNBUCKLES

tl

1. FENCE FABRIC SHALL BE ATTACHED TO TOP AND BOTTOM RAILS AND

LINE POSTS W/ N0.10 ALUMINUM FABRIC TIES@24" O.C. MAX.

SPACING

2. FENCE FABRIC TO BE ATTACHED TO END POSTS W/4 TENSION BANDS

AND TENSION BAR.

3. END POSTS SHALL BE TOPPED W/ROUNDED TERMINAL POST CAP

4. INSTALL FENCE FABRIC ON TRAVEL SIDE OF FENCE POSTS.

5. TOP AND BOTTOM FENCE FABRIC SHALL HAVE KNUCKLE SELVAGE

6. CONCRETE FOR POSTS MOUNTED IN EXISTING POOL DECK SHALL BE

FLUSH WITH EXISTING POOL DECK.

CHAIN LINK FENCE DETAIL

SCALE: NONE

REVISIONS DATE BY

Chapman Technical

Group

12" z w

[l_

1'

AIRPORT PLANNING I DEVELOPMENT

ARCHITECTURE I INTERIOR DESIGN

CIVIL ENGINEERING I SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

. ·~.. 4 ...

PLAYGROUND SURFACE DETAIL

SCALE: 1" = 1 '-0"

UJ

C.

(/J

LL

[l_

STAINLESS STEEL HOLD-DOWN

CLIP, FASTEN WI CONCRETE

SCREW

I

PLAN

. (/J

0:: UJ

--' 0 ' (/J

NOTES

6"

1 'H = SLAB THICKNESS.

JOINT SEALANT.

SEE SPECIFICATIONS

#4 DOWEL, 12" LONG, 24" 0/C

GREASE ONE END

SEE NOTE

6"

EXPANSION CAP

2. PREFORMED FILLER MAY BE FIBERBOARD OR OTHER APPROVED

MATERIAL WHICH CAN BE SAWED OR SECTION REMOVED TO FORM

SEALANT KERF.

3. USE THIS METHOD WHEN TYING INTO EXISTING SIDEWALK.

EXPANSION JOINT DETAIL

SCALE: 3" = 1'-0"

GALVANIZED

RODENT SCREEN

UJ

[l_ g (/J

LL

UJ

0 ,__

SECTION

St Albans, WV (304 I 727-5501

Buckhannon. WV

(304) 472-8914

CONCRETE SLOPEWALL

SCALE: NONE (0272001)

PROJECT INFORMATION

~-- a division of

GRW

SURVEYING www.chaptech.com

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS, WEST VIRGINIA

6'-0" GEOGRID

6'-0" GEOGRID

~--1 1/2" MARSHALL HOT-MIX ASPHALT WEARING COURSE,

STONE OR GRAVEL, TYPE 1 (WVDOH 401002-001)

4 1/2" MARSHALL HOT-MIX ASPHALT BASE COURSE,

STONE OR GRAVEL, TYPE 1 (WVDOH 401001-001)

EXIST. AGGREGATE BASE

ASPHALT PAVING DETAIL

NTS

1--- MODULAR BLOCK

RETAINING WALL,

WVDOH 626003-401

mmm~m~mr J;<,,.---"-'j, m m m MIN. TWO

COURSES

BELOW GRADE 4" PERF. DRAIN PIPE l~I Ii Ill Ii' Ill I'

DRAIN TO DAYLIGHT W/ SLOPEWALL-----49 ~~b! "'"""'"'""'m'I I !l#m,111 1,J.1l l~I I l"-'~i=.I· ------~

~1 f---'1_' -0:;._"-i---'1-' -0:;._" _ _J

SEGMENTAL WALL DETAIL

SCALE: 3/4" = 1 '-0"

15"

1" CHAMFER

' ' .. 1"

' ,. PAINT REVEAL .

' ' 1/2" EXP JOINT W/ SEALANT

' CONCRETE SEAT WALL. SEE

POOL DECK

DENSE GRADED

AGGREGATE

COMPACTED

SU BG RADE-~

SITE DETAILS

' ' . STRUCTURAL FOR REINFORCING. ., ' . .,

' PAINTED CONG. SURFACE, SEE .

' ' •, C501 FOR CONCRETE COLOR KEY

' 4 m m m rn--,-• • '

' 111 111 111=-'' ·' ' ' Ill~'' ' '

111-; .

NOTES:

1. THE CONCRETE SEATING WALL SHALL BE

PART OF ADDITIVE ALTERNATE NO 2

SEATING WALL DETAIL

SCALE:1"=1'-0"

JOB NUMBER:

SCALE:

DATE:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

20001

AS SHOWN

NOVEMBER 2020

LDA

JEB

JEB

C-501 D

1'-0"

0.080 FLAT SHEET, ~ ~

REFLECTIVE

HANDICAPPEC

PARKING

~cJ:~1eJ ~!

GALVANIZED RIGID

STEEL PIPE, 2" I.D.

GA LVANIZED RIGID

1 '-2 11

RESERVED

PARKING

6-

ST EEL PIPE, 2" I.D. ----,

/NEW

, 1_ ,c

SIDEWALK

FACE OF

• z <O ::.;

A • r

• N

• 0 N

• N

L

• z

#4 REBAR-

<O ::E

1 /2" EXPANSION JOINT MATERIAL

WHEN ABUTTING CONCRETE (TO

I 11 I i' 1111 i'

~-· < ' ·:1 T 11 ulldR· 11 :

-II ILLPIPE AND

AR

-TTT m 1 ;. ;- 1--m Tl'- , 1. I llUI ·.'. 1_, ~ILL PIPE AND

BE CONTINUED THROUGH CURB)

E.I.AM 1',

Be+ 8" MIN 1 1/4 Be

-+-!--CAREFULLY

COMPACTED

BACKFILL

PLAIN OR

REIN FORCED / '

CONCRETE ----"'"+'~

1/4 Be

-----~~---+'.J----'-. • , I 1/4 D. 4" MIN.,

'-'--------'-·;..__.;.....,..._. __ 15" MAX.

CLASS 'A' BEDDING

CONCRETE CRADLE

NOTE:

BEDDING THICKNESS UNDER

PIPE BARREL, b, SHALL BE 1/8 Be, 4" MIN., 6" MAX.

Be

,_,__ CAREFULLY

COMPACTED

BACKFILL

cf1 . , m- NSERT REBAR

_I . · · = CONCRETE

-111- • , 11 FINSERT REB

...l;

'_j' ,r! • • • l'TCONCRETE

_j

HANDICAPPED PARKING SIGNS

SCALE: NONE

NOTE:

BEDDING THICKNESS UNDER

PIPE BARREL, b, SHALL BE 1/8 Be, 4" MIN., 6" MAX.

Be+ 8" MIN. t 11/4 BC

/ ······r,~-,-~~-7-7 r-~,..,.,----,~~~~-'-i ~----.-1/4 D, 4" MIN., 15" MAX. PLAIN OR

REINFORCED

CONCRETE-+-t,-

CAST AGAINST

UNDISTURBED

EARTH OR SHEETING

SHEETING WHERE USED

D/6, 5" MIN

f---~1---- 014" MIN.

NOT LESS THAN 6"

\-ft-- OUTSIDE OF BELL

OR COLLAR

(TO BE REMOVED) ---VI

L;.;,.;,.:.;.;,.:.;.;.;.,;.;.;.,;~~~:.;.;.~- COMPACTED

~- GRANULAR MATERIAL

CLASS 'A' BEDDING

CONCRETE ARCH

NOTE:

BEDDING THICKNESS UNDER

PIPE BARREL, b, SHALL BE 1/8 Be. 4" MIN., 6" MAX.

Be

COVER---!

-4- LIGHTLY

COMPACTED

.....__ OPTIONAL CONSTRUCT

JOINT W/ 2" x 4"

BEVELED KEYWAY

CLASS 'A' BEDDING

CONCRETE ENCASEMENT

EXCAVATED

TRENCH WIDTH

SPRINGLINE,__----1

PIPE

WIDTH

>----- FINAL BACKFILL

CURB OR MEDIAN

A

J 3: g z .= u "' 0

TILT BAR GRATE

I .

CURB OR

MEDIAN

#4 REBAR

CONTROL

JOINT--~

u a.

20"

<O

II

a, D:

MIN. DEPTH OF REQ.

OUTSIDE NEAT FORMING:

1 O" ADJACENT TO CONCRETE

3" ADJACENT TO HLBC

2"

B''

MIN.

CONTROL JOINT

CONC. INLET

#5 REBAR @ 8" 0.C.

PERIMETER

~--CONTROL JOINT

SECTION A-A

{W/0 SHALLOW FRAME)

WVDOHTYPE B

SCALE: 3/ 4" -1 '-0"

20'-0"

12'-0"

HIGH DENSITY POLYETHYLENE

MESH FABRIC TOP

POWDER COATED

STEEL STRUCTURE

INLET

(0272022)

6" 1/2" EXP. JOINT W/ SEALANT

CONCRETE PAVEMENT

8" 20"

MIN.

PARTIAL SECTION A-A

(W/ SHALLOW FRAME)

8"

.•• ~ADJACENT

,,8" 20" 8" PAVEMENT

,-,.M-IN-.-+-------i-.-,.M=IN-.-, d d

PARTIAL SECTION A-A

(W/ DEEP FRAME)

~ SHADESTRUCTURE

COLUMN

d i'll11~II: I

, 4 111=1 • DENSE GRADED

d

1 m~ AGGREGATE

111=- COMPACTED

a I r SUBGRADE

I' d

,__6'_' __ 6"__,_J

BACKFILL PIPE ZONE

-,,+-- COMPACTED

GRANULAR MATERIAL

f-1-- INITIAL BACKFILL

-PIPE EMBEDMENT

\-1-- HAUNCHING SHADE STRUCTURE MOUNT DETAIL

REVISION

NUIABER

CLASS 'B' BEDDING

COMPACTED GRANULAR

COMPACTED

GRANULAR MATERIAL

CLASS 'C' BEDDING

GRANULAR

1/6 Be MIN.

b

TRENCH BEDDING DETAILS

SCALE: NONE

REVISIONS DATE BY

(0271006)

Chapman Technical

Group a division of

GRW

f-1-- BEDDING

_J- FOUNDATION (MAY

NOT BE REQUIRED)

PIPE EMBEDMENT DETAIL

(SHOWN FOR TERMINOLOGY)

AIRPORT PLANNING/ DEVELOPMENT

ARCHITECTURE/ INTERIOR DESIGN

CIVIL ENGINEERING/ SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St Albans. 'Ml

(304) 727-5501

Buckhannon, 'Ml

(304) 472-8914 www .chaptech.com

NOTES

1. SHADE STRUCTURE TO BE USA SHADE & FABRIC STRUCTURE, TWO-POST HIP

WITH EMBEDDED COLUMN MOUNT, OR APPROVED EQUAL.

2. COLORS FOR POWDER COAT STEEL STRUCTURE AND SHADE FABRIC TO BE

SELECTED BY OWNER FROM MANUFACTURER'S FULL RANGE OF COLOR

OPTIONS.

TWO-POST HIP SHADE STRUCTURE DETAILS

SCALE:1/4"=1'-0"

PROJECT INFORMATION

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS, WEST VIRGINIA

SITE DETAILS

SCALE:1"=1'-0"

JOB NUMBER: 20001

SCALE: AS SHOWN

DATE: NOVEMBER 2020

DRAWN BY: LDA

DESIGNED BY: JEB

CHECKED BY: JEB

C-502 D

. ·. ROADWAY

NUMBER

· ... THICKENED. EDGE BELOW. SEE NOTE FOR DEPTH

EDGE OF NEW CONCRETE IS FLUSH WITH EXISTING

···•~. ROADWAY. PROVIDE POSITIVE DRAINAGE TO

·' .PREVENT WATER FROM STANDING AT RAMP

. ··.·DETECTABLE WARNING SURFACE ABOVE·

J tt i== . 0

•... ·.1·.·. ~ 0 CD · ... · .• 0 _J V1 ..

. '! ' ~ V1 _J :::.

. 0 "UV1

'f ~x-. <( a..

.. ·', '· .· . . ::!: >-.· ' .. t· I-

I ""· ...

L,J

.. a..

. ·o

·._J ., (11·

. L,J

. a.. ' 0 . vJ .

'X ·' X . ,· LANDING

...•... ·, · .. , '2.00% MAX SLOPE ·

8.33% ,o, • .· ·~ ... ., ., MAX SLOPE o , o 1-c-=,-..,...,-..,...~,.,...._,_ 0 · ,0

' ' .f · ·.·· ... ··.·.•.· .. ·s· ·.· .. ; ·. o.··. ".·· · · • "·.·. '. __ .' -~_· __ ,'_. ,-< .. '·4· .. •'.·.·~ ... o· ''. ''l·N· ·.·**: ··. ·IVI ,. '• -.·, PLAN VIEW

CROSSWALK

,------ EXISTING ROADWAY

~-- EDGE OF NEW CONCRETE IS FLUSH WITH EXISTING ROADWAY. PROVIDE

POSITIVE DRAINAGE TO PREVENT WATER FROM STANDING AT RAMP.

_j z

RAMP LENGTH VARIES LANDING

2' -0" 2% SLOPE MAX.

IN ALL DIRECTIONS

8.33% MAX .

I .

N I

6"

6x6 W2.0 x W2.0 W.W.F.

~-CLASS B CONCRETE

~-4" BED COURSE MATERIAL

~--CAST IN PLACE DETECTABLE

WARNING SURFACE

* SEE DETECTABLE WARNING SURFACE DETAIL

** THIS DIMENSION INCREASED TO 5' -0" MINIMUM IF THERE IS AN OBSTRUCTION AT

THE TOP OF THE LANDING, SUCH AS A BUILDING, WALL, OR FENCE.

NOTES:

1. FLARES ARE CONSTRUCTED LIKE THE RAMP. 4" CONCRETE, 6X6 W2.0 XW2.0 W.W.F.

2. RAMP AND FLARE (PAY ITEM 609005-0001 ). LANDING, DWS, AND OTHER CONCRETE

NOT INCLUDED IN THIS PAY ITEM.

SECTION A-A

. . . . . . NON"~WAk.KABLE . ·. ·. ·SURF'AtE· ·

~ ,,(;) '2% MAX,:'

CROSS SLOPE

BOTH DIRECTIONS

.,;_.....c-~~ 4., 'o,,_ . .

:i:,/o 'b~ RAMP

FLARE

DETECTABLE

WARNING SURFACE

(609006-001)

1'-0"

1--- FILTER FABRIC (EXXON

GTF 180 OR EQUAL)

[J_ ___ __jl._ ___ ___r:J--- 2" x 2" x 3 1/2' WOOD POSTS

PLAN

TYPICAL

INLET

SECTION

;,;.f~i:.,,,(; COMPACTED AGGREGATE

11---BURY FILTER FABRIC MIN. 6''

INTO COMPACTED SUBGRADE

.----BURY POST MIN. 18"

INTO COMPACTED SUBGRADE

INLET INFILTRATION PROTECTION

SCALE• 112" = 1'-0"

DRAIN INLET

WITH GRATE-~

GRAVEL FILTER

(APPROX. 314" DIA)

~I

~ l

PLAN VIEW

PLACE TO TOP

OF BLOCK

FILTER FABRIC

(0227002)

CONCRETE BLOCKS

FILTER FABRIC

AROUND PERIMETER

OF BLOCK

PERSPECTIVE INLET

SECTION A-A

REVISIONS DATE

CURB RAMP TYPE 2

NOT TO SCALE

BY

Chapman T8Chnical

Group a division of

GRW

AIRPORT PLANNING I DEVELOPMENT

ARCHITECTURE I INTERIOR DESIGN

CIVIL ENGINEERING I SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St Albans, WV

(304) 727 -5501

Buckhannon. WV

(304) 472-8914 www.chaptech.com

INLET INFILTRATION PROTECTION

NOTTO SCALE

PROJECT INFORMATION

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS, WEST VIRGINIA

(0227012)

SITE DETAILS AND NOTES

SEDIMENT AND EROSION CONTROL NOTES

1. GOVERNING STANDARD FOR SEDIMENT AND EROSION CONTROL-THE WEST VIRGINIA

DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS, EROSION AND SEDIMENT

CONTROL MANUAL, DATED MARCH 1, 2003 INCLUDING ADDENDUM 1 DATED

SEPTEMBER 1. 2004.

2. ALL SEDIMENT AND EROSION CONTROL MEASURES ARE SUBJECT TO INSPECTION AND

CHANGES BY THE WVDEP OR SOIL CONSERVATION SERVICE FIELD OFFICER

3. LIMIT THE AMOUNT OF TOTAL DISTURBANCE ON SITE TO A MINIMUM.

4. INSTALL TEMPORARY SEDIMENT CONTROL DEVICES, PRIOR TO ANY CONSTRUCTION

ACTIVITIES. SEE SHEET D1 FOR LOCATIONS AND QUANTITIES.

5. ALL TEMPORARY EARTHWORK STOCKPILES EXPECTED TO BE LEFT OPEN FOR MORE

THAN SEVEN (7) DAYS SHALL BE TRACKED-IN AND TEMPORARILY SEEDED.

6 INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES ON A REGULAR BASIS. AT

LEAST ONCE PER DAY, AND IMMEDIATELY FOLLOWING ANY RAINFALL.

7. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED WITHIN SEVEN (7) DAYS OF

COMPLETION OF CONSTRUCTION. AREAS THAT ARE NOT COMPLETE SHALL BE SEEDED

AND MULCHED WITHIN TWO (2) WEEKS.

8. REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES ONCE

PERMANENT VEGETATION HAS BECOME ESTABLISHED.

9. EXISTING VEGETATION SHALL BE PRESERVED WHERE FEASIBLE.

10. CONTRACTOR SHALL KEEP A RECORD OF WHEN CONSTRUCTION ACTIVITIES HAVE

BEGUN AND HAVE EITHER TEMPORARILY OR PERMANENTLY CEASED AND WHEN

SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INITIATED .

11 DIVERT WATER FROM UNDISTURBED UP SLOPE AREAS AROUND THE DISTURBED

AREA/CONSTRUCTION SITE.

12. REMOVE SEDIMENT FROM STORM RUNOFF BEFORE IT LEAVES THE DISTURBED AREA

13. EXISTING DROP INLETS WITHIN THE DISTURBED AREA SHALL BE PROTECTED BY

INSTALLING SILT FENCE AROUND INLET IF IT IS THE OPINION OF THE ENGINEER THAT

NEITHER OF THESE OPTIONS ARE SUITABLE, THE CONTRACTOR SHALL FURNISH AND

INSTALL AN INSIDE THE INLET SEDIMENT CONTROL DEVICE, SUCH AS THE SILTSACK

OR EQUAL.

GENERAL ENVIRONMENTAL NOTES

1. THE CONTRACTOR SHALL PROVIDE MEANS TO HANDLE SPILLS AND WASTE MATERIAL

DISPOSAL. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING•

a. A CONTAINMENT DIKE SHALL BE PROVIDED AROUND ANY ON-SITE FUEL STORAGE

TANKS. IT SHALL HAVE A CAPACITY OF 110% OF THE SIZE OF THE STORAGE TANK.

b. ABSORBENT PADS SHALL BE AVAILABLE ON SITE FOR PETROLEUM SPILLS OR LEAKS

ON GROUND. ABSORBENT BOOMS SHALL BE PROVIDED FOR SPILLS IN STREAMS

c. EXCESS CONCRETE SHALL NOT BE DISPOSED OF NEAR STREAMS .

TOTAL DISTURBED AREA

1. 0.99 ACRES

JOB NUMBER: 20001

SCALE: AS SHOWN

DATE: NOVEMBER 2020

DRAWN BY: DND/LDA

DESIGNED BY: JEB

CHECKED BY: JEB

SHECT NO, REVISION

C-503 L:, 3500 PSI CONCRETE

COLLAR-POURED IN

PLACE AROUND PIPE

AND VALVE BOX---'

6" PLUG VALVE

WNALVEBOX-------W

FLOW

6" MJ DIP

THRUST BLOCK

POURED AGAINST

UNDISTURBED SOIL ---'

36"

32" (MIN.)

MJ END CAP

>-------- 6" MJ DIP CLASS 51 PIPE

WITH CONNECTION LENGTH

AS REQUIRED.

\---------45" MJ DIP BEND

MJ DIP WYE

6" PVC C900 OR DIP

(TYP BOTH SIDES)

TRANSITION COUPLING

(TYP. BOTH SIDES),---'

FORCE MAIN CLEANOUT

SCALE: NONE

NEENAH R-1915-S1

MH STEPS

@ 12" C. TO C. ----

2" BRASS BALL , c.1== VALVE & NIPPLES ----f--Po--:+--~~ . ·, . ..

CRUSHED STONE

(8) 8"x16" SOLID MASONRY

SUPPORTS EQUALLY SPACED

(0260517)

,,-------FLUSH IN PAVED AREA

CONG. GRADE RING(S) AS REQ'D

COMBINATION AIR AND

VACUUM VALVE

(A.R.I. 0-025, OR EQUAL)

6' DIA PRECAST

CONG. MANHOLE

2" SADDLE TAP OR AS

REQ'D FOR CONNECTION

TO SEWER MAIN

DI MJ SOLID

SLEEVE (TYP. F/2)

COMBINATION AIR VALVE FOR WASTEWATER

SCALE: NONE

NOTES:

1 VALVE SHALL BE SET OFF CENTER IN MH TO ALLOW FOR MAXIMUM WORKING SPACE.

2 SUPPORT VALVE WITH BRACES ANCHORED TO CONCRETE WALLS AS NEEDED.

3. VALVE SHALL BE INSTALLED AT HIGH POINT

4. THE PRECAST MANHOLE SHALL CONFORM TO ASTM C478.

5. INSTALL PIPE AT REQUIRED DEPTH TO PROVIDE MIN. VERTICAL CLEARANCES SHOWN.

6. FIELD ADJUST AS REQUIRED TO INSTALL AT ACTUAL HIGH POINT

REVISIONS DATE BY

AIRPORT PLANNING/ DEVELOPMENT

ARCHITECTURE/ INTERIOR DESIGN

I i

BEND (PLAN)

BLOCK SHALL BE IN

UNDISTURBED EARTH

OR COMPACTED

BEDDING,----

A

MIN.

PLUG--+--

END OF MAIN I

SANITARY LINE -

3'-0"

--+-- INSPECTION

FRAME & LID

: CONCRETE PAD ONLY WHEN

CONSTRUCTED IN PAVEMENTS

* CLEANOUT TO BE SAME SIZE

AS MAIN SANITARY LINE

PIPE JOINTS AS REQ'D

CONCRETE CRADLE

CLEANOUT DETAIL

NO SCALE (0260511)

SAG VERTICAL BEND (PROFILE)

CREST VERTICAL

BEND (PROFILE)

BLOCKS SHALL

HAVE A SQUARE

BEARING FACE

BLOCK SHALL BE IN

UNDISTURBED EARTH

OR COMPACTED

BEDDING

''Q···· '··~· ~ ', '</ ·~tt-5 .·· . ·.~\\· ' I/, \ C D ..

12"

MIN

UNDISTURBED ~

EARTH------">·'

'.(l;

Cil

,, ~1 .

5/8" DIA S.S. ROD

LENGTH AS REQ'D.

3/8" THICK x 2" WIDE

S S CLAMPS

BLOCK SHALL BE IN

UNDISTURBED EARTH

OR COMPACTED BEDDING

12"

MIN

DEAD END (PLAN) TEE (PLAN)

THRUST BLOCK DIMENSIONS (IN FEET)

PIPE 45" BENDS

SIZE 90" BENDS ANDWYES 22.5" BENDS 11.25" BENDS

(INCHES) A B C A B C A B ' C A B C ' 4 20 1 o - 1 5 0.7 1.5 1 1 05 1 1 0.7 0.4 0.7 6 3.0 1.5 - 2.2 1.1 2.2 1.6 0.8 1.6 1.1 0.6 1.1 8 4.0 2.0 - 2.9 1.5 2.9 2.1 1.1 2 1 1.5 0.7 1 5

10 5.0 2.5 - 3.7 1.8 3.7 2.6 1.3 2.6 1.9 0.9 1.9 .... ~-

12 6.0 3.0 - 4.4 2.2 4.4 3.2 1.6 3.2 2.2 1.1 2.2

14 8.2 CY 5.1 2.6 5.1 3.7 1.8 3.7 2.6 1.3 2.6

16 10.7CY 5.9 2.9 5.9 4.2 2.1 4.2 3.0 1.5 3.0

18 13.5 CY 7.3 3.0 7.3 4.7 2.4 4.7 3.4 1.7 3.4

20 16.7 CY 9.0 CY 5.3 2.6 5.3 3.7 1.9 3.7

24 24.0 CY 13.0 CY 6.6 3.0 66 4.5 2.2 4.5

TEES AND

PLUGS

A B

1.7 0.8

2.5 1.3

3.4 1.7

4.2 2.1

5.0 2.5

' 5.9 2.9

7.5 3.0

9.5 CY

11.8 CY

17.0 CY

C

TYPICAL SECTION

NOTES

1 INSTALL THRUST BLOCKING IN ACCORDANCE WITH THE

FOLLOWING SCHEDULE FOR PIPES 4" AND LARGER AT ALL BENDS

11-1/4 DEGREES OR GREATER AT ALL TEES, CROSSES, REDUCERS.

PLUGS AND OTHER FITTINGS.

2. CREST VERTICAL BEND BLOCK WIDTH SHALL BE 24" MIN. FOR 8"

AND 10" PIPE.

3. LEAVE ALL FLANGES FREE AND CLEAR FOR MAINTENANCE.

4. CONCRETE SHALL BE 3000 PSI MIX DESIGN AS SPECIFIED ON

SECTION 03320. PLACEMENT OF UNMIXED CONCRETE AROUND

FITTINGS SHALL NOT BE ACCEPTED.

NOTES:

• DIMENSIONS SHOWN IN TABLE ARE FOR 150 PSI WATER PRESSURE FOR DUCTILE IRON AND PVC

PIPE WITH ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF.

"IF ONE DIMENSION EXCEEDS 8 FT., THE TOTAL AMOUNT OF CONCRETE REQUIRED IS SHOWN IN

CUBIC YARDS.

5. ALL FITTINGS SHALL BE WRAPPED WITH 8 MIL POLYWRAP BEFORE

ANY CONCRETE IS PLACED. POLYWRAP SHALL BE AS SPECIFIED IN

SECTION 02668.

TYPICAL CONCRETE THRUST BLOCKING

St Albans, WV

(304) 727-5501

SCALE NONE (CT-BLOCK)

PROJECT INFORMATION

1 o· 3'

MINIMUM

MINIMUM

PROPOSED

PROPOSED WATER LINE --+-, +

WATER LINE _,___

18" MINIMUM

v +

L EXIST/NC

SEWER LINE

L__ EXIST/NC

SEWER LINE

ALTERNATIVE 1

TO BE USED WHENEVER POSSIBLE

PROPOSED WATER LINE

ALTERNATIVE 2

TO BE USED WHEN ALTERNATIVE 1

IS NOT POSSIBLE. SEWER LINE MUST

BE CONSTRUCTED OF AWWA C-900

PIPE OR EQUAL.

18" MINIMUM

+ >---- EXIST/NC SEWER L/NE

CROSSING DETAIL

WATER LINE - SEWER LINE

SEPARATION DETAILS

SCALE: NONE

EXISTING OR PROPOSED

FINISHED GRADE

ADJUSTABLE '

SHAFT----··.

ADJUSTABLE CAST

IRON VALVE BOX BASE---,,_

RESILIENT SEATED GATE VALVE

PER AWWA C-509, UNLESS

OTHERWISE SHOWN ON LINE

DRAWINGS.

AGGREGATE FILL

AS REQD.

12"x12" CONG J

BEARING BLOCK

(0271003)

PROVIDE CONCRETE (2'X2')

AROUND ALL VALVES UNLESS

DIRECTED OTHERWISE

VALVE BOX COVER

WATER MAIN

TYPICAL VALVE BOX DETAIL

SCALE: NONE (VALVE BOX)

JOB NUMBER:

SCALE:

20001

AS SHOWN

DATE: NOVEMBER 2020

DRAWN BY: Chapman CIVIL ENGINEERING/ SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

Buckhannon, WV

(304) 472-8914

WV DIVISION OF NATURAL RESOURCES

PARKS AND RECREATION

SPRAYGROUND AND GOLF PRO SHOP

TWIN FALLS STATE PARK

MULLENS, WEST VIRGINIA

LDA

DESIGNED BY: JEB SITE DETAILS

Technical Group a division of

GRW

SURVEYING www .chaptech.com

CHECKED BY: JEB

C-504 D

16'-0"

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SCALE: 1/2" = 1 '-0"

16'-0"

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