ARCHITECTS : FORTE ARCHITECTS, INC Wenatchee, Washington GENERAL DRAWING COVER SHEET, PROJECT TEAM , SHEET INDEX GENERAL NOTES, ABBREVIATIONS, SYMBOLS, VICINITY MAP WINDOW, DOOR, PARTITION, & WALL TYPE SCHEDULE ADA ACCESSIBILITY HEIGHTS PARKING / OCCUPANCY LOAD DIAGRAM ARCHITECTURAL DRAWING SITE PLAN SITE DETAILS FOUNDATION/LOWER LEVEL PLAN FOUNDATION/LOWER LEVEL PLAN FOUNDATION/LOWER LEVEL PLAN MAIN LEVEL PLAN MAIN LEVEL PLAN MAIN LEVEL PLAN LOW ROOF/UPPER LEVEL PLAN LOW ROOF/UPPER LEVEL PLAN LOW ROOF/UPPER LEVEL PLAN ROOF LEVEL PLAN STRUCTURAL DRAWING FOUNDATION/LOWER LEVEL FRAMING PLAN A FOUNDATION/LOWER LEVEL FRAMING PLAN B MAIN LEVEL FRAMING PLAN A MAIN LEVEL FRAMING PLAN B DETAILS MEHANICAL DRAWING -- LANDSCAPE DRAWINGS LANDSCAPE PLAN CIVIL DRAWING EROSION AND SEDIMENT CONTROL SITE AND DIMENSION PLAN GRADING AND DRAINAGE WATER AND SEWER A0.1 A0.2 A0.3 A0.4 A0.5 C1.0 C2.0 C3.0 C4.0 L1.0 A1.1 A1.2 A2.1 A2.1A A2.1B A2.2 A2.2A A2.2B A2.3 A2.3A A2.3B A2.4 S2.1A A2.1B A2.2A A2.2B -- -- EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS PROJECT 3-D VIEWS A3.1 A3.2 A3.3 AX.1 240 North Wenatchee Ave. Wenatchee, WA 98801 (509) 293-5566 www.fortearchitects.com ADDRESS: PHONE: WEBSITE: Copyright 2016 FORTE ARCHITECTS, INC. JOB NO. DATE DRAWN BY CHECK BY DWG ID RIVERFRONT ROCK GYM R.R.G. 1319 WALLA WALLA AVENUE WENATCHEE, WA 98801 R.R.G. RIVERFRONT ROCK GYM 05/11/2016 A0.1 ES 1615 05/11/2016 LS COVER SHEET Revisions Date No. Description CONTRACTORS : EIDER CONSTRUCTION Wenatchee, Washington CIVIL CONSULTANTS : TORRENCE ENGINEERING LLC Cashmere, Washington SURVEYORS : NORTHWEST GEODIMENSIONS Wenatchee, Washington SURVEY WALLA WALLA STREET TOPOGRAPHY T 23 N. R 20 E. SECTION 34 1 OF 1
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
ARCHITECTS : FORTE ARCHITECTS, INCWenatchee, Washington
GENERAL DRAWING
COVER SHEET, PROJECT TEAM , SHEET INDEX
GENERAL NOTES, ABBREVIATIONS, SYMBOLS,
VICINITY MAP
WINDOW, DOOR, PARTITION, & WALL TYPE SCHEDULE
ADA ACCESSIBILITY HEIGHTS
PARKING / OCCUPANCY LOAD DIAGRAM
ARCHITECTURAL DRAWING
SITE PLAN
SITE DETAILS
FOUNDATION/LOWER LEVEL PLAN
FOUNDATION/LOWER LEVEL PLAN
FOUNDATION/LOWER LEVEL PLAN
MAIN LEVEL PLAN
MAIN LEVEL PLAN
MAIN LEVEL PLAN
LOW ROOF/UPPER LEVEL PLAN
LOW ROOF/UPPER LEVEL PLAN
LOW ROOF/UPPER LEVEL PLAN
ROOF LEVEL PLAN
STRUCTURAL DRAWING
FOUNDATION/LOWER LEVEL FRAMING PLAN A
FOUNDATION/LOWER LEVEL FRAMING PLAN B
MAIN LEVEL FRAMING PLAN A
MAIN LEVEL FRAMING PLAN B
DETAILS
MEHANICAL DRAWING
--
LANDSCAPE DRAWINGS
LANDSCAPE PLAN
CIVIL DRAWING
EROSION AND SEDIMENT CONTROL
SITE AND DIMENSION PLAN
GRADING AND DRAINAGE
WATER AND SEWER
A0.1
A0.2
A0.3
A0.4
A0.5
C1.0
C2.0
C3.0
C4.0
L1.0
A1.1
A1.2
A2.1
A2.1A
A2.1B
A2.2
A2.2A
A2.2B
A2.3
A2.3A
A2.3B
A2.4
S2.1A
A2.1B
A2.2A
A2.2B
--
--EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
BUILDING SECTIONS
PROJECT 3-D VIEWS
A3.1
A3.2
A3.3
AX.1
240 North Wenatchee Ave.Wenatchee, WA 98801(509) 293-5566
www.fortearchitects.com
ADDRESS:
PHONE:
WEBSITE:
Copyright 2016 FORTE ARCHITECTS, INC.
JOB NO.
DATE
DRAWN BY
CHECK BY
DWG ID
RIV
ER
FR
ON
T R
OC
K G
YM
R.R
.G.
1319 W
ALL
A W
ALL
A A
VEN
UE
WEN
ATC
HEE
, W
A 9
8801
R.R.G.
RIVERFRONT ROCK GYM05/11/2016
A0.1
ES
1615
05/11/2016
LS
COVER SHEET
Revisions
Date No. Description
CONTRACTORS : EIDER CONSTRUCTIONWenatchee, Washington
CIVIL CONSULTANTS : TORRENCE ENGINEERING LLCCashmere, Washington
SURVEYORS : NORTHWEST GEODIMENSIONSWenatchee, Washington
SURVEY
WALLA WALLA STREET TOPOGRAPHY
T 23 N. R 20 E. SECTION 34
1 OF 1
OHE
UGE
W
NG
S
SD
T
X
4
3
A5.1
1
A3.3
1
A3.2
10
P1
A
A3.1 1
2
1
A3.2
DETAILSCALE
DETAIL NUMBER/TITLE/INTERIOR ELEVATION NUMBER
MATCH LINE
DETAIL KEY
TEMPERED GLASS REQUIRED
WINDOW NUMBER KEY
DOOR NUMBER
GRID LINE
EXTERIOR ELEVATION KEY
BUILDING SECTION KEY(With Sheet Number)
WALL SECTION KEY(With Sheet Number)
INTERIOR ELEVATION KEY(Elevation Number With Sheet Number)
KEY NOTE
PARTITION AND WALL KEY
CABINET KEY
ASPHALTIC CONCRETE PAVEMENT(As Noted)
CONCRETE WALK OR SURFACE(As Noted)
CONCRETE WALL (PLAN)
(As Noted)
MAIN BEARING POINT IN WALL(Member as Indicated)
1 HOUR WALL
METAL FRAME WALL (PLAN)
WOOD FRAME WALL (PLAN)
WOOD FRAMING MEMBER(Nominal Size Noted)
WOOD BLOCKING MEMBER(Nominal Size Noted)
WOOD FINISH MEMBER(Net Size Noted)
PLYWOOD
PARTICLE BOARD
RIGID INSULATION
METAL
GWB, PLASTER, CEMENT BOARD
LOOSE FILL/BATT INSULATION
TILEASPHALTIC PAVEMENT
CONCRETE
EARTH (SECTION)
*
A
101
B
LEVELELEV. HEIGHT
FINISH FLOOR, BEARING,or Building Level Line
IN DETAIL-SECTION:
MASONRY WALK OR SURFACE
NATURAL GAS
WATER
UNDERGROUND ELECTRICAL
SANITARY SEWER
STORM DRAIN
OVERHEAD ELECTRICAL/COMMUNICATIONS
UNDERGROUND TELEPHONE/COMM.
FENCE
UTILITY LINES:
FINISH POINT ELEVATION
EXISTING POINT ELEVATION
PROPERTY LINE/CORNER
(To Remain)
INVISIBLE LINE ABOVE
INVISIBLE LINE BELOW
CENTER LINE
EXISTING POINT ELEVATION(To Be Changed)
12.50
12.50
(12.50)
WENATCHEE, WA
DESIGN CRITERIA
TRUENORTH
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
VICINITY MAP
PROJECT INFORMATION
ALL REFERENCES TO NORTH, SOUTH, EAST, AND WEST SHALL BE BASED UPON "PROJECT NORTH"9.
JOB ADDRESS:
OWNER'S NAME AND ADDRESS:
ABBREVIATIONS ARCHITECTURAL SYMBOLS GENERAL NOTES
AS SHOWN IN THE DRAWINGS.
ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES, THE MORE STRINGENT ISTO GOVERN; DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND CODES SHALL BE BROUGHT TOTHE ARCHITECT'S ATTENTION PROMPLTY AND A RESOULTION OBTAINED BEFOREPROCEEDING.
DRAWINGS ARE NOT TO BE SCALED . DIMENSIONAL DATA SHALL BE OBTAINED FROM WRITTENINFORMATION ONLY. VERIFY ALL DIMENSIONS BEFORE PROCEEDING. ANY DIMENSIONAL DEVIATIONFROM THAT SHOWN ON THE DRAWINGS, WHICH MAY AFFECT THE INTENT OF THE DESIGN ORPROPER INCORPORATION OF ELEMENTS, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTIONPROMPTLY AND A RESOLUTION OBTAINED BEFORE PROCEEDING.
THE ARCHITECT SHALL BE INFORMED IMMEDIATELY OF ANY DISCREPANCY BETWEEN THECONTRACT DOCUMENTS AND THE SITE CONDITIONS.
THE TERM "FINISHED FLOOR" (FIN. FLR. OR F.F) REFERS TO THE TOP OF FINISHED SLAB WHERE
EXTERIOR DIMENSIONS ARE TO THE FACE OF CONCRETE / MASONRY / SHEATHING OR REFERENCED FROMGRIDLINES UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO THE FACE OF FRAMING OR FACE OFMASONRY, UNLESS INDICATED AS A CENTERLINE OR SPECIFICALLY NOTED OTHERWISE. CLEAR DIMENSIONSSHALL BE FROM FINISH TO FINISH.
NOTATIONS OR DETAILS KEYED TO VARIOUS DRAWING SYMBOLS, PATTERNS, ETC. SHALL APPLYTYPICALLY TO ALL SIMILARLY INDICATED ITEMS, LOCTIONS, OR CONDITIONS NOT OTHERWISE KEYED.
PRESERVE AND PROTECT EXISTING UTILITIES AND BUILDING COMPONENTS WHICH MAY BE PRESENT ANDARE NOT SCHEDULED OR REQUIRED TO BE CHANGED OR REMOVED.
ADJUST NEW CONSTRUCTION TO ALIGN WITH EXISTING CONSTRUCTION SUCH THAT FINISHES MAY BEAPPLIED ALONG STRAIGHT AND TRUE LINES, UNLESS SPECIFICALLY NOTED OTHERWISE.
CONCRETE FLOORS OCCUR.
TYPICAL WALL CORNERS ARE 90 DEGREES.NTS
1.
2.
3.
4.
5.
6.
7.
8.
10.
Mechanical
Manufacturer
Mas. Opening
Miscellaneous
Marker Board
Not to Scale
Outside Dia.
Owner Furn.
Contr. Install
APPROX.
B.M.
CAB.
BLDG.
BLKG.
ARCH.
A.T.
BD.
A.B.
AL.
ALT.
A.C.P.
A.D.
ADJ.
LP
(E)
CL
Architectural
Bench Mark
Cabinet
Acoustical Tile
Building
Blocking
Board
OFCI
O.C.
O.D.
On Center
NOM.
N.T.S.
MTL.
N.I.C.
N.
Nominal
Metal
North
Not in Contract
Asphaltic Conc. Paving
Anchor Bolt
Area Drain
Adjustable
Approximate
Aluminum
Alternate
Centerline
Diameter or Round
Plate
Square
Existing
MECH.
MISC.
M.R.
M.O.
MTD.
MFR.
MH
MIN.
Mirror
Mounted
Manhole
Minimum
MAS.
MATL.
MB
MAX.
LAV.
Masonry
Material
Maximum
Lavatory
Angle
LAM. Laminate
Solid Core
E.J. Expansion Joint
S.C.
Vapor Barrier
Towel Dispenser
Unless Otherwise Noted
Sanitary Napkin Dispenser
Soap Dispenser
Sanitary Napkin Receptacle
Specification
Symmetrical
Top of Curb
Toilet Paper Dispenser
Tongue & Groove
Water Closet
Water Heater
Vinyl Composite Tile
Waterproof
Water Resistant
Welded Wire Fabric
TypicalTYP.
Grab BarG.B.
HORIZ.
INT.
JT.
JAN.
I.D.
INSUL.
H.C.
H.M.
HDW.
HDWD.
HGT.
G.W.B.
HCP.
HB.
GND.
WoodWD.
Horizontal
Inside Diameter
Insulation
Interior
Janitor
Joint
W.R.
W.W.F.
WT.
W/O
WP.
W.H.
Window Treatment
Without
Hollow Core
Hardware
Hardwood
Hollow Metal
Height
Gypsum Wallboard
Hose Bibb
Handicapped
Ground
W.C.
W/
W.
VERT.
VTR
West
With
Vertical
Vent Through Roof
V.B.
V.C.T.
U.O.N.
FIN.
GA.
GALV.
FT.
FURR.
FUT.
FTG.
FND.
F.O.C.
F.O.F.
F.O.S.
FLASH.
FLR.
FLUOR.
F.E.
F.E.C.
F.D.
EXT.
F.A.
EQUIP.
EXIST.
EXP.
ELECT.
ELEV.
EQ.
Storage
Finish
STOR.
Foot or Feet
Galvanized
Gauge
Footing
Furring
Future
Foundation
Face of Conc.
Face of Finish
Face of Studs
Fluorescent
Flashing
Floor
T.P.
T.D.
TEL.
T. & G.
Tenant Improvement
Telephone
T.B.
T.C.
T.
STRCT.
SUSP.
SYM.
Tack Board
Tread
Suspended
Structural
Fire Alarm
Floor Drain
Fire Extinguisher
Fire Exting.Cab
Exterior
Equipment
Expansion
Existing
Electrical
Elevation
Equal
SPEC.
SQ.
STD.
STL.
S.N.R.
Square
Standard
Steel
SHT.
S.J.
SIM.
S.N.D.
SCHED.
S.D.
SECT.
Sheet
Slab Joint
Similar
Schedule
Section
Owner Furn.
Owner Install
Pressure Treated
Roof Drain
Refrigerator
Rough Opening
Rain Water Leader
C.B. Catch Basin
OPNG. Opening
DWR.
E.
EA.
DR.
D.S.
DWG.
DN.
DIA.
DIM.
DISP.
DCD
DTL.
D.F.
CONT.
COL.
CONC.
CONN.
CLR.
CLG.
CMU
C.I.P.
C.J.
CLF.
Down spout
Drawer
East
Each
Door
Drawing
Drinking Fountain
Dimension
Dispenser
Diameter
Down
Diaper Changing Deck
Detail
RequiredREQ'D.
R.W.L.
S.A.P.
RESIL.
RM.
R.O.
Solid Acrylic Polymer
Resilient
Room
REF.
REFR.
REINF.
R.D.
Reference
Reinforced
Connection
Continuous
Concrete
Column
Cast in Place
Const. Joint
Chain link Fence
Conc. Masonry Unit
Clear
Ceiling
PLAS.
PLYWD.
PR.
P.T.
PLAM
P.L.
Plaster
Plywood
Pair
Property Line
Plastic Laminate
PIP.
OPP.
PC.
Poured in Place
Opposite
Precast
C.A.B. Cement Asbestos
Board
OFOI
Acoustical Wall PanelA.W.P.
C.H. Coat Hook
DBL. Double
SouthS.
FWC Fabric Wall covering
TSC Toilet Seat Cover Disp.
VWC Vinyl Wall covering
Top of Parapet
T.O.C.
T.O.P.
Top of Concrete
S.S. Stainless Steel
PB Particle Board
C.O. Clean out
DrywellDW
LightLT.
F.R. Floor Register
H.S. Heat Strengthen
Paper Towel Disp.P.T.D.
T.I.
CONST. Construct(ion)
UrinalU.
C.I. Curb Inlet
KBT Keyboard Tray
FRP. Fiberglass Reinf. Panels
V. Vent
C.G. Corner Guard
ORD Overflow Roof Drain
PNT. Paint
A.F.F. Above Finish Floor
E.B. Expansion Bolt
WB White board
SB Smart Board
I.H. Intake Hood
F.F. Finish Floor
E.R.D. Existing Roof Drain
E.S. Emergency Shower
E.F. Exhaust Fan
E.H. Exhaust Hood
240 North Wenatchee AveWenatchee, WA 98801(509) 293-5566
www.fortearchitects.com
ADDRESS:
PHONE:
WEBSITE:
Copyright 2016 FORTE ARCHITECTS, INC.
JOB NO.
DATE
DRAWN BY
CHECK BY
DWG ID
R.R.G.RIVERFRONT ROCK GYM
1319 WALLA WALLA AVENUE WENATCHEE, WA 98801
R.R.G.
RIV
ER
FR
ON
T R
OC
K G
YM
R.R
.G.
1319 W
ALL
A W
ALL
A A
VEN
UE
WEN
ATC
HEE
, W
A 9
8801
A0.2
ES
1615
05/06/2016
LS
GENERAL NOTES
SITE DATA:
CODE DATA:
BUILDING FLOOR AREA:
Site Area: .69 ACRES (30,056 sf)
Building Footprint:
Building Coverage:
Impervious Surface:
Site Coverage:
Zone:
Parking Spaces Req'd:
Parking Spaces Provided:
Code Analysis:Roof (Snow) Load:
Wind Zone:
Seismic Zone:
Occupancy Group:
Construction Type:
7,575 sf (New) + 1,215 sf (Existng)
29.2%
23,260 sf
77.4%
Waterfront Mixed-Use
29.98
31
2102 IBC
110 Exposure C
D
40 PSF
A-3
IV
PARCEL #: 232034857041
Revisions
Date No. Descrption
INTERIOR WALL TYPES
EXTERIOR WALL TYPES
P1 P2
W1
2x4 WD. STUD AT16" O.C.
SOUND INSULATION(WHERE REQ'D)
5/8" GWB EA. SIDE
FINISH AS SCHEDULED
2x6 WD. STUD AT16" O.C.
SOUND INSULATION(WHERE REQ'D)
5/8" GWB EA. SIDE
FINISH AS SCHEDULED
2x6 WD. STUD AT 16" O.C.
5/8" GWB
FINISH PER ELEVATION
VAPOR BARRIER
BATT INSULATION R-21
PLYWOOD SHEATHING
HOUSE WRAP
INT. EXT.
W2
2x6 WD. STUD SISTERED TO EX. 2x4
5/8" GWB
FINISH PER ELEVATION
VAPOR BARRIER
BATT INSULATION R-21
PLYWOOD SHEATHING
HOUSE WRAP
INT. EXT.
EXISTING 2x4 WD. STUD
F.F. A B C D
8'-2"
E
A
F.F.
FO
R S
ILL H
EIG
HTS
SEE E
XTER
IOR
ELEV
ATIO
NS
12'-0
"
3'-6"
4'-0
"
FO
R S
ILL H
EIG
HTS
SEE E
XTER
IOR
ELEV
ATIO
NS
4'-0
"
10'-6"
3'-6"
12'-0
"
FO
R S
ILL H
EIG
HTS
SEE E
XTER
IOR
ELEV
ATIO
NS
9'-0"
3'-0"
4'-0
"
3'-6"
5'-0
"
12'-0"
4'-0"
2'-0
"6'-6"
4'-0"
3'-0
"4'-0
"
4'-0"
2'-6"
3'-0
"
2'-0"
3'-6"
4'-0
"
2'-6"
2'-6"
4'-0
"
2'-0"
4'-0
"3'-0
"
4'-0"
1'-6
"6'-0
"
3'-0"
B C D E F G H I J K
PARTITION SCHEDULE
NOTE:
1. ALL WALLS RUN CONTINUOUS BETWEEN SYMBOLS OR TONEXT WALL INTERSECTION.
2. SEE REFLECTED CEILING PLANS FOR DETAIL TAGS FORWALL INTERSECTION WITH CEILING/STRUCTURE.
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
Copyright 2016 FORTE ARCHITECTS, INC.
240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566
www.fortearchitects.com
JOB NO.
DATE
DRAWN BY
CHECK BY
DWG ID
ADDRESS:
PHONE:
WEBSITE:
A0.3
ES
1615
05/06/2016
LS
WALL/ WINDOW/ DOOR SCHED.
RIV
ER
FR
ON
T R
OC
K G
YM
R.R
.G.
1319 W
ALL
A W
ALL
A A
VEN
UE
WEN
ATC
HEE
, W
A 9
8801
DOOR ELEVATION SCHEDULE
DOOR SCHEDULE
NO.
DOOR
GLASS (asspec'd)
SIZE
ELEVATIONWIDTH HEIGHT
101 3'-0" 6'-8" A
201 6'-0" 7'-0" B
202 6'-0" 7'-0" B
203 3'-0" 6'-8" A
204 3'-0" 6'-8" A
205 3'-0" 6'-8" A
206 3'-0" 6'-8" A
207 3'-0" 6'-8" A
208 3'-0" 6'-8" A
209 3'-0" 6'-8" A
210 3'-0" 6'-8" A
211 3'-0" 6'-8" C
212 8'-0" 5'-0" E
213 9'-0" 12'-0" D
214 3'-0" 6'-8" C
301 3'-0" 6'-8" A
302 3'-0" 6'-8" A
303 3'-0" 6'-8" A
307 7'-0" 10'-0" E
WINDOW ELEVATION SCHEDULE
Revisions
Date No. Description
FIRE ALARMCALL-IN
FIREEXTINGUISER
CABINET
SIGNAGE
INTERNATIONALSYMBOL OF
ACCESS
PAPERTOWEL
DISPENSER
MIRROR ABOVESHELF ORLAVATORY
URINAL TOILET PAPERDISPENSER
TOILETPROTECTION
HOLDER
BABYCHANGING
STATION
SANITARYNAPKIN
DISPENSER
SOAPDISPENSER
54"
54"
60
" M
AX.
TO
CO
NTR
OLS
40
"
17" M
AX.
34" M
AX.
48" M
AX.
42" MIN. 12" MAX.
16"-18"
36" MIN.
12" 24"
18" TYP.
33"-
36"
ADULT WATERCLOSET AND GRAB
BARS FRONTELEVATION
ADULT WATERCLOSET AND GRAB
BARS SIDEELEVATION
CL
18" M
IN.
WA
LL P
ER S
CH
EDU
LE
REFLECTIN
G S
UR
FACE
35" M
AX. TO
MIRROR ABOVECLEAR SPACE
TO
CO
NTR
OLS
40
" M
AX.
34" M
AX.
27" M
IN.
REFLECTIN
G S
UR
FACE
40
" M
AX. TO FLUSH CONTROL
THIS SIDE
18" M
IN.
39"-41"
40
"
LEVEL0' - 0"
42" MIN. 12" MAX.
12"-18"
36" MIN.
12" 24"
15" TYP.
18"-
27"
CHIDREN WATER CLOSETAND GRAB BARS
FRONT ELEVATION
CHILDREN WATER CLOSETAND GRAB BARSSIDE ELEVATION
WA
LL P
ER S
CH
EDU
LE
FLUSH CONTROLTHIS SIDE
18" M
IN.
34"-36"
21"
-30
" M
IN.
MIN
.1
1/2"
DISPENSERLOCATION
AREA
42" MAX.
24" MIN.
19" M
AX.
14" M
IN.
24" MIN.
42" MIN.
MIN
.1
1/2"
DISPENSERLOCATION
AREA
54" MIN. 54"
LEVEL0' - 0"
BA
CK
WA
LL
BACK WALLADA ROLL-IN-TYPE
SHOWER
BA
CK
WA
LLMAX.6"
48" MAX.
SEAT WALLADA ROLL-IN-TYPE
SHOWER
SEE FLOOR PLAN
30" MIN. CLEAR
CONTROL AND HANDSHOWER MOUNTINGLOCATION AREA
SEE FLOOR PLAN
5'-0" MIN. CLEAR
SIDE WALLADA ROLL-IN-TYPE
SHOWER
6" MAX.
16" MIN.
27" MAX.
POLE MOUNTEDHAND SHOWER
SEE FLOOR PLAN
30" MIN. CLEAR
FOLDING SHOWER SEATPER ICC A117.1-2009
SEA
T W
ALL
SID
E W
ALL
SLOPE FLOOR ATSHOWER 1/4" PERFOOT MAX TOWARDSFLOOR DRAIN
DUAL HEIGHT DRINKINGFOUNTAIN/WATER
COOLER SIDE
30
" M
AX.
42" M
AX.
38" M
IN.
STANDING PERSON'SDRINKING FOUNTAINBEYOND
CHILDERN'S DRINKINGFOUNTAIN
DUAL HEIGHT DRINKINGFOUNTAIN/ WATER
COOLER FRONT
30
" M
AX.
42" M
AX.
38" M
IN.
GRAB BARS ATPATENT SCALE
FRONT ELEVATION
30
"
18"
17"-
19"
BACK WALLADA TRANSFER-TYPE
SHOWER
MAX.6"
33"-
36"
MIN. CLR.
3'-0"
15"-16"
MAX.2 1/2".
33"-
36"
18"
CONTROL WALLADA TRANSFER-TYPE
SHOWER
MIN. CLR.
3'-0"
MAX.6"
CONTROLAREA
38" M
AX.
48" M
AX.
1'-3"
MAX.6"
CL
ADA ROLL-IN-TYPE SHOWER
BA
CK
WA
LL
CO
NTR
OL
WA
LL
SEA
T W
ALL
SEE FLOOR PLAN FOR REQUIRED CLEARANCE
TRANSFER-TYPE SHOWER
42" 12" MIN.
16"-18"
36" MIN.
12" 24"
17"-
19" 33"-
36"
CL
WA
LL P
ER S
CH
EDU
LE
FLUSH CONTROLTHIS SIDE
39"-
41"
18"
39"-41"
DISPENSERLOCATION
AREA
42" MAX.
24" MIN.
19" M
AX.
14" M
IN.
TOILET PAPERDISPENSER
ADULT WATERCLOSET AND GRAB
BARS FRONTELEVATION
ADULT WATERCLOSET AND GRAB
BARS SIDEELEVATION
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
Copyright 2016 FORTE ARCHITECTS, INC.
240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566
www.fortearchitects.com
JOB NO.
DATE
DRAWN BY
CHECK BY
DWG ID
ADDRESS:
PHONE:
WEBSITE:
A0.4
ES
1615
05/06/2016
LS
ADA HEIGHTS
RIV
ER
FR
ON
T R
OC
K G
YM
R.R
.G.
1319 W
ALL
A W
ALL
A A
VEN
UE
WEN
ATC
HEE
, W
A 9
8801
ADA ACCESSIBILITY HEIGHTS
Revisions
Date No. Description
ADA
CHAIR
LIFT
ROCK WALL FORMATIONS NOT DRAWN TODESIGN-BUILD SPECIFICATIONS; INTENDED FOR
VISUAL/SPATIAL REPRESENTATION ONLY
PLAN NOTES + LEGEND:
AREA OF OCCUPANCY
LOBBY/JUICE BAR: 850 S.F. GFA
ROCK GYM: 4,150 S.F. GFA
EXERCISE AREA: 775 S.F. GFA
UPPER FLOOR OFFICE: 854 S.F. GFA
STORAGE
STORAGE
4 SPACES PER 1,000 S.F. GFA.
(X/1000)4=STALLS
LOBBY/JUICE BAR: (850/1000)4 = 3.4 STALLS
ROCK GYM: (4,150/1000)4 = 16.6 STALLS
EXERCISE AREA: (775/1000)4 = 3.1 STALLS
UPPER FLOOR OFFICE: (854/1000)4 = 3.4 STALLS
TOTAL: 26.5 STALLS
PARKING CALCULATIONS:
Copyright 2016 FORTE ARCHITECTS, INC.
240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566
www.fortearchitects.com
JOB NO.
DATE
DRAWN BY
CHECK BY
DWG ID
ADDRESS:
PHONE:
WEBSITE:
A0.5
ES
1615
05/11/2016
LS
PARKING / OCCUPANCY
RIV
ER
FR
ON
T R
OC
K G
YM
R.R
.G.
1319 W
ALL
A W
ALL
A A
VEN
UE
WEN
ATC
HEE
, W
A 9
8801
Revisions
Date No. Description
SCALE: 1/8" = 1'-0"1
MAIN LEVEL OCCUPANCY
SCALE: 1/8" = 1'-0"2
UPPER LEVEL OCCUPANCY
WA
LLA
W
ALL A
VE
NU
E
SCALE: 1" = 20'
20' 10' 0 20' 40'
63
77
K
IM
BE
R R
OA
D - C
AS
HM
ER
E, W
A 9
88
15
- T
EL
: (5
09
)7
82
-1
89
7 - F
AX
: (5
09
) 7
82
-3
43
6
RIV
ER
FR
ON
T R
OC
K G
YM
CO
MM
ER
CIA
L S
IT
E P
LA
N
ER
OS
IO
N A
ND
S
ED
IM
EN
T C
ON
TR
OL
CIT
Y O
F W
EN
AT
CH
EE
, W
AS
HIN
GT
ON
2016001
SRA
JAT
05/06/2016
C1.0
·
·
AutoCAD SHX Text
FF:653.45'
AutoCAD SHX Text
FF:653.45'
AutoCAD SHX Text
FF:648.45'
AutoCAD SHX Text
PROTECT SWALE BOTTOM FROM SEDIMENT LADEN RUNOFF DURING CONSTRUCTION AND STABILIZATION
AutoCAD SHX Text
BMP C233 SILT FENCE
AutoCAD SHX Text
BMP C105 CONSTRUCTION ENTRANCE
AutoCAD SHX Text
PROPERTY BOUNDARY
AutoCAD SHX Text
SEE ARCHITECTURAL SHEETS
AutoCAD SHX Text
BMP C220 STORM DRAIN INLET PROTECTION (TYP.)
AutoCAD SHX Text
650
AutoCAD SHX Text
650
AutoCAD SHX Text
652
AutoCAD SHX Text
652
AutoCAD SHX Text
652
AutoCAD SHX Text
652
AutoCAD SHX Text
652
AutoCAD SHX Text
COMMERCIAL SITE PLAN
AutoCAD SHX Text
CITY OF WENATCHEE, WASHINGTON
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
H
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
W
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
.
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DESIGNED/DRAWN BY:
AutoCAD SHX Text
ISSUE DATE:
AutoCAD SHX Text
27071
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
G
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
J
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
REV
AutoCAD SHX Text
DATE
AutoCAD SHX Text
05/06/2016
AutoCAD SHX Text
RIVERFRONT ROCK GYM
AutoCAD SHX Text
PROJECT DATUM THE VERTICAL DATUM IS BASED ON NAVD 88. NAVD 88. . THE HORIZONTAL DATUM IS BASED ON NAD 83 (91) NAD 83 (91) WASHINGTON STATE PLAN NORTH ZONE.
AutoCAD SHX Text
SUGGESTED SITE BMP'S CALLOUTS ON THIS PLAN REFERENCE BMPS PER THE DOE SWMMEW. IMPLEMENTATION OF SPECIFIC ONSITE BMPS SHALL BE AT THE DIRECTION OF THE PROJECT CESCL. 1.BMP C140 - DUST CONTROL - CONTROL DUST AT ALL TIMES. BMP C140 - DUST CONTROL - CONTROL DUST AT ALL TIMES. 2.BMP C103 - INSTALL HIGH VISIBILITY FENCE ALONG PROPERTY LINES. BMP C103 - INSTALL HIGH VISIBILITY FENCE ALONG PROPERTY LINES. 3.BMP C101/102 - PRESERVE NATIVE VEGETATION AS PRACTICAL. BMP C101/102 - PRESERVE NATIVE VEGETATION AS PRACTICAL. 4.BMP C105 - INSTALL CONSTRUCTION ENTRANCE. BMP C105 - INSTALL CONSTRUCTION ENTRANCE. 5.BMP C121 - MULCHING - CONSIDER SPREADING STRAW OR WOOD CHIPS ON EXPOSED BMP C121 - MULCHING - CONSIDER SPREADING STRAW OR WOOD CHIPS ON EXPOSED SOILS FOR LONG-TERM PROTECTION OF EXPOSED SOILS. 6.BMP C120 - TEMPORARY SEEDING - CONSIDER TEMPORARY SEEDING USING NATIVE BMP C120 - TEMPORARY SEEDING - CONSIDER TEMPORARY SEEDING USING NATIVE GRASSES TO PROTECT EXPOSED SOILS FOR VERY LONG PERIODS. 7.BMP C150 - CONSTRUCTION STOCKPILE AT ONE COMMON LOCATION. BMP C150 - CONSTRUCTION STOCKPILE AT ONE COMMON LOCATION. 8.BMP C151 - CONCRETE HANDLING - UTILIZE CONCRETE HANDLING TECHNIQUES FOR ALL BMP C151 - CONCRETE HANDLING - UTILIZE CONCRETE HANDLING TECHNIQUES FOR ALL CONCRETE WORK PERFORMED ON SITE. 9.BMP C209 - OUTLET PROTECTION. BMP C209 - OUTLET PROTECTION. 10.BMP C220 - STORM DRAIN INLET PROTECTION - UTILIZE INLET PROTECTION ON ALL BMP C220 - STORM DRAIN INLET PROTECTION - UTILIZE INLET PROTECTION ON ALL PROPOSED STORM STRUCTURES AS WELL AS EXISTING STRUCTURES LOCATED DOWNSTREAM AND ADJACENT TO PROJECT SITE. 11.BMP C233 - INSTALL SILT FENCE WHERE/WHEN NECESSARY. BMP C233 - INSTALL SILT FENCE WHERE/WHEN NECESSARY. 12.OTHER BMPS AND EROSION CONTROL MEASURES AS MAY BE NECESSARY.OTHER BMPS AND EROSION CONTROL MEASURES AS MAY BE NECESSARY.
AutoCAD SHX Text
DUST MANAGEMENT AND CONTROL NOTES THE OWNER/CONTRACTOR SHALL PROVIDE FOR ONSITE DUST CONTROL MANAGEMENT. SEE THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR CONTACT INFORMATION. DUST WILL BE MANAGED AND CONTROLLED AS FOLLOWS: 1.BY UTILIZING A WATER TRUCK TO KEEP THE DISTURBED BY UTILIZING A WATER TRUCK TO KEEP THE DISTURBED AREAS ADEQUATELY WATERED DURING GRADING OPERATIONS. 2.BY INSTALLING PERMANENT LANDSCAPING FEATURES AS SOON BY INSTALLING PERMANENT LANDSCAPING FEATURES AS SOON AS PRACTICAL.
AutoCAD SHX Text
REFERENCE MATERIAL "WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR EASTERN WASHINGTON," LATEST EDITION. AVAILABLE ONLINE ON THE WASHINGTON DOE WEBSITE. "EASTERN WASHINGTON EROSION PREVENTION AND SEDIMENT CONTROL FIELD GUIDE." AVAILABLE ONLINE ON DOUGLAS COUNTY STORMWATER UTILITY WEBPAGE.
WA
LL
A W
AL
L A
VE
NU
E
SCALE: 1" = 20'
20' 10' 0 20' 40'
63
77
K
IM
BE
R R
OA
D - C
AS
HM
ER
E, W
A 9
88
15
- T
EL
: (5
09
)7
82
-1
89
7 - F
AX
: (5
09
) 7
82
-3
43
6
RIV
ER
FR
ON
T R
OC
K G
YM
CO
MM
ER
CIA
L S
IT
E P
LA
N
SIT
E A
ND
D
IM
EN
SIO
N P
LA
N
CIT
Y O
F W
EN
AT
CH
EE
, W
AS
HIN
GT
ON
2016001
SRA
JAT
05/06/2016
C2.0
AutoCAD SHX Text
PLANTER CURB (TYP.)
AutoCAD SHX Text
FF:653.45'
AutoCAD SHX Text
FF:653.45'
AutoCAD SHX Text
FF:648.45'
AutoCAD SHX Text
PROPERTY BOUNDARY
AutoCAD SHX Text
SEE ARCHITECTURAL SHEETS
AutoCAD SHX Text
ABANDON EXISTING ACCESS. MATCH EXISTING CURB, GUTTER, AND SIDEWALK.
AutoCAD SHX Text
DRIVEWAY DETAIL PER THIS SHEET
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
H
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
W
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
.
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DESIGNED/DRAWN BY:
AutoCAD SHX Text
ISSUE DATE:
AutoCAD SHX Text
27071
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
G
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
J
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
REV
AutoCAD SHX Text
DATE
AutoCAD SHX Text
05/06/2016
AutoCAD SHX Text
PROJECT DATUM THE VERTICAL DATUM IS BASED ON NAVD 88. NAVD 88. . THE HORIZONTAL DATUM IS BASED ON NAD 83 (91) NAD 83 (91) WASHINGTON STATE PLAN NORTH ZONE.
AutoCAD SHX Text
CIVIL NOTES 1.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE MOST CURRENT ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE MOST CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE CITY OF WENATCHEE DEVELOPMENT STANDARDS. 2. CATCH BASINS SHALL BE TYPE 1 OR TYPE 2 WITH STANDARD, VANED OR HERRINGBONE FRAME AND GRATE CATCH BASINS SHALL BE TYPE 1 OR TYPE 2 WITH STANDARD, VANED OR HERRINGBONE FRAME AND GRATE UNLESS OTHERWISE NOTED. THE OUTSIDE EDGE OF THE CATCH BASIN SHALL BE PLACED AT THE INTERSECTION OF THE CURB AND GUTTER ±0.08' BELOW FINISHED GRADE, OR IN THE GUTTER LINE OF THE ROLLED EDGESECTION. 3. IF ADEQUATE INSPECTION IS NOT COMPLETED AND DOCUMENTED BEFORE COMPLETION OF THE ROADWAY IF ADEQUATE INSPECTION IS NOT COMPLETED AND DOCUMENTED BEFORE COMPLETION OF THE ROADWAY CONSTRUCTION, IT MAY BE NECESSARY FOR CORE DRILLING AND TESTING TO BE PERFORMED TO ASSURE AN ACCEPTABLE QUALITY OF ROADWAY. WHEN CORE DRILLING IS FOUND TO BE NECESSARY, THE APPLICANT WILL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED. 4. IT WILL BE THE APPLICANT'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES IN ORDER TO ASSURE THAT IT WILL BE THE APPLICANT'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES IN ORDER TO ASSURE THAT ALL LINES, PIPES, POLES, AND OTHER APPURTENANCES ARE PROPERLY LOCATED AND THEIR INSTALLATION IS COORDINATED WITH THE ROAD CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE APPLICANT. 5. CULVERT PIPE SHALL BE GALVANIZED STEEL OR PLASTIC (ADS SMOOTH WALL) 12-INCH DIAMETER MINIMUM PIPE CULVERT PIPE SHALL BE GALVANIZED STEEL OR PLASTIC (ADS SMOOTH WALL) 12-INCH DIAMETER MINIMUM PIPE WITH BEVELED ENDS UNLESS OTHERWISE NOTED. BEVELED ENDS SHALL MATCH THE IN-SLOPE IN THE DITCH LINE OR MATCH THE SLOPE IN A CUT OR FILL SECTION. 6. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE APPLICANT SHALL HAVE THE UTILITIES BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE APPLICANT SHALL HAVE THE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. 7. ONSITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE APPLICANT AND BE IN PLACE ONSITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE APPLICANT AND BE IN PLACE PRIOR TO CONSTRUCTION. 8. THE APPLICANT SHALL BE RESPONSIBLE FOR CONTROLLING ALL FUGITIVE DUST THAT MAY BE GENERATED BY THE APPLICANT SHALL BE RESPONSIBLE FOR CONTROLLING ALL FUGITIVE DUST THAT MAY BE GENERATED BY THE CONSTRUCTION PROJECT. 9. ANY REVISIONS TO PLANS MUST BE MADE BY THE ENGINEER AND APPROVED BY THE CITY OF WENATCHEE ANY REVISIONS TO PLANS MUST BE MADE BY THE ENGINEER AND APPROVED BY THE CITY OF WENATCHEE PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 10. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD. 11.A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 12.WHERE NEWLY CONSTRUCTED PAVING MEETS EXISTING PAVING, THE APPLICANT SHALL OVERLAY AND FEATHER WHERE NEWLY CONSTRUCTED PAVING MEETS EXISTING PAVING, THE APPLICANT SHALL OVERLAY AND FEATHER NEW PAVEMENT TO PROVIDE A SMOOTH TRANSITION FROM EXISTING TO PROPOSED PAVING. APPLICATION OF A THIN TACK COAT OF EMULSIFIED ASPHALT SHALL BE APPLIED TO INSURE PROPER BONDING. 13.THE COMPLETED SURFACE OF ALL COURSES SHALL BE OF UNIFORM TEXTURE, SMOOTH, UNIFORM AS TO CROWN THE COMPLETED SURFACE OF ALL COURSES SHALL BE OF UNIFORM TEXTURE, SMOOTH, UNIFORM AS TO CROWN AND GRADE, AND FREE FROM DEFECTS OF ALL KINDS. THE COMPLETED SURFACE OF THE WEARING COURSE SHALL NOT VARY MORE THAN 1/8 INCH FROM THE LOWER EDGE OF A 10-FOOT STRAIGHTEDGE PLACED ON THE SURFACE PARALLEL TO THE CENTERLINE. THE TRANSVERSE SLOPE OF THE COMPLETED SURFACE OF THE WEARING COURSE SHALL VARY NOT MORE THAN 1/4 INCH IN 10-FEET FROM THE RATE OF TRANSVERSE SLOPE SHOWN ON THE PLANS. 14.MAINTAIN MINIMUM 1.0% SLOPE ON NEW PAVED AND GRAVELED AREAS. CONTROL PAVING GRADES TO WITHIN MAINTAIN MINIMUM 1.0% SLOPE ON NEW PAVED AND GRAVELED AREAS. CONTROL PAVING GRADES TO WITHIN 0.05-FEET TOLERANCE OF DESIGN GRADE. CONTOURS AND SPOT GRADES SHOWN REPRESENT FINISHED GRADE ELEVATIONS. . 15.INSTALL GRAVEL BASE COURSE IN UNIFORM COMPACTED LIFTS. COMPACT SUBGRADE TO 95% MAXIMUM DENSITY. INSTALL GRAVEL BASE COURSE IN UNIFORM COMPACTED LIFTS. COMPACT SUBGRADE TO 95% MAXIMUM DENSITY. PROOF ROLL WITH FULLY LOADED DUMP TRUCK. REPAIR ALL AREAS OF DEFLECTION BY SUB EXCAVATING UNSTABLE SOILS TO A MINIMUM DEPTH OF 1-FOOT AND REPLACE WITH COMPACTED BANK RUN GRAVEL. 16.MATERIALS SAMPLING AND TESTING SHALL BE AT A FREQUENCY AND MAGNITUDE AS SPECIFIED IN THE MATERIALS SAMPLING AND TESTING SHALL BE AT A FREQUENCY AND MAGNITUDE AS SPECIFIED IN THE STANDARD SPECIFICATIONS OR DETERMINED BY THE CITY ENGINEER. IN THE CASE OF PLAT ROADS, A PRIVATE AND INDEPENDENT TESTING LABORATORY SHALL PERFORM TESTING AND SAMPLING. CERTIFIED TEST REPORTS SHALL BE FURNISHED FOR ALL TESTS PERFORMED BY PRIVATE TESTING LABORATORIES. 17.SHOULD ANY ARCHAEOLOGICAL RESOURCES BE DISCOVERED DURING CONSTRUCTION, ALL WORK THAT WOULD SHOULD ANY ARCHAEOLOGICAL RESOURCES BE DISCOVERED DURING CONSTRUCTION, ALL WORK THAT WOULD AFFECT THE DISCOVERED RESOURCES MUST BE STOPPED UNTIL THE PROPER AUTHORITIES HAVE BEEN NOTIFIED AND APPROPRIATE STEPS HAVE BEEN TAKEN TO PROTECT THE RESOURCES IN ACCORDANCE WITH APPLICABLE LAWS.
AutoCAD SHX Text
4.00'
AutoCAD SHX Text
5.00'
AutoCAD SHX Text
4.50' DRIVEWAY APPROACH
AutoCAD SHX Text
2.5' SWALE (SEE NOTE)
AutoCAD SHX Text
CURB AND GUTTER
AutoCAD SHX Text
DRIVEWAY DETAIL
AutoCAD SHX Text
MATCH EXISTING
AutoCAD SHX Text
NOTES 1.RESTORE SWALE AREA UNDER EXISTING RESTORE SWALE AREA UNDER EXISTING DRIVEWAY (TO BE REMOVED) TO MATCH ADJACENT CONDITION.
WA
LLA
W
ALL A
VE
NU
E
SCALE: 1" = 20'
20' 10' 0 20' 40'
63
77
K
IM
BE
R R
OA
D - C
AS
HM
ER
E, W
A 9
88
15
- T
EL
: (5
09
)7
82
-1
89
7 - F
AX
: (5
09
) 7
82
-3
43
6
RIV
ER
FR
ON
T R
OC
K G
YM
CO
MM
ER
CIA
L S
IT
E P
LA
N
GR
AD
IN
G A
ND
D
RA
IN
AG
E
CIT
Y O
F W
EN
AT
CH
EE
, W
AS
HIN
GT
ON
2016001
SRA
JAT
05/06/2016
C3.0
AutoCAD SHX Text
FF:653.45'
AutoCAD SHX Text
FF:653.45'
AutoCAD SHX Text
FF:648.45'
AutoCAD SHX Text
PROPERTY BOUNDARY
AutoCAD SHX Text
SEE ARCHITECTURAL SHEETS
AutoCAD SHX Text
SAWCUT AND MATCH EXISTING ROAD, CURB, GUTTER, AND SIDEWALK.
AutoCAD SHX Text
650
AutoCAD SHX Text
650
AutoCAD SHX Text
652
AutoCAD SHX Text
652
AutoCAD SHX Text
652
AutoCAD SHX Text
652
AutoCAD SHX Text
652
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
H
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
W
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
.
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DESIGNED/DRAWN BY:
AutoCAD SHX Text
ISSUE DATE:
AutoCAD SHX Text
27071
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
G
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
J
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
REV
AutoCAD SHX Text
DATE
AutoCAD SHX Text
05/06/2016
AutoCAD SHX Text
PROJECT DATUM THE VERTICAL DATUM IS BASED ON NAVD 88. NAVD 88. . THE HORIZONTAL DATUM IS BASED ON NAD 83 (91) NAD 83 (91) WASHINGTON STATE PLAN NORTH ZONE.
AutoCAD SHX Text
GRADING AND DRAINAGE NOTES 1.ALL STORM PIPE SHALL BE 10" LCPE UNLESS NOTED OTHERWISE. ALL STORM PIPE SHALL BE 10" LCPE UNLESS NOTED OTHERWISE. 2.MAINTAIN MINIMUM 1.0% SLOPE ON NEW PAVED AND GRAVELED AREAS. CONTROL PAVING GRADES TO WITHIN MAINTAIN MINIMUM 1.0% SLOPE ON NEW PAVED AND GRAVELED AREAS. CONTROL PAVING GRADES TO WITHIN 0.05-FEET TOLERANCE OF DESIGN GRADE. CONTOURS AND SPOT GRADES SHOWN REPRESENT FINISHED GRADE ELEVATIONS. 3.INSTALL GRAVEL BASE COURSE IN UNIFORM COMPACTED LIFTS. COMPACT SUBGRADE TO 95% MAXIMUM INSTALL GRAVEL BASE COURSE IN UNIFORM COMPACTED LIFTS. COMPACT SUBGRADE TO 95% MAXIMUM DENSITY. PROOF ROLL WITH FULLY LOADED DUMP TRUCK. REPAIR ALL AREAS OF DEFLECTION BY SUB EXCAVATING UNSTABLE SOILS TO A MINIMUM DEPTH OF 1-FOOT AND REPLACE WITH COMPACTED BANK RUN GRAVEL.
AutoCAD SHX Text
INFILTRATION TRENCH SECTION
AutoCAD SHX Text
10" PERF. PIPE,LAID FLAT, INVERT PER PLAN
AutoCAD SHX Text
GRAVEL DRAIN ROCK
AutoCAD SHX Text
UNDISTURBED NATIVE SOIL
AutoCAD SHX Text
NON-WOVEN GEOTEXTILE FABRIC, MIRAFI 140N, MIN. 24" OVERLAP
AutoCAD SHX Text
CONSTRUCT BOTTOM LEVEL
AutoCAD SHX Text
8" GRAVEL
AutoCAD SHX Text
2" ASPHALT
AutoCAD SHX Text
ASPHALT PAVEMENT SECTION - ONSITEONSITE
AutoCAD SHX Text
3:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
10" PERF. PIPE,LAID FLAT, INVERT PER PLAN
AutoCAD SHX Text
10" PERF. PIPE,LAID FLAT, INVERT PER PLAN
AutoCAD SHX Text
CB-2 INVERT AND RIM PER PLAN.
AutoCAD SHX Text
FROM CB-1
AutoCAD SHX Text
CB-3 INVERT AND RIM PER PLAN.
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
3:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
GRAVEL DRAIN ROCK (TYP.)
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
UNDISTURBED NATIVE SOIL
AutoCAD SHX Text
INFILTRATION TRENCH AND SWALE SECTION
AutoCAD SHX Text
0.5:1 SIDESLOPE
WA
LLA
W
ALL A
VE
NU
E
SCALE: 1" = 10'
10' 5' 0 10' 20'
63
77
K
IM
BE
R R
OA
D - C
AS
HM
ER
E, W
A 9
88
15
- T
EL
: (5
09
)7
82
-1
89
7 - F
AX
: (5
09
) 7
82
-3
43
6
RIV
ER
FR
ON
T R
OC
K G
YM
CO
MM
ER
CIA
L S
IT
E P
LA
N
WA
TE
R A
ND
S
EW
ER
CIT
Y O
F W
EN
AT
CH
EE
, W
AS
HIN
GT
ON
2016001
SRA
JAT
05/06/2016
C4.0
AutoCAD SHX Text
1.5" RPBA WITH ENCLOSURE
AutoCAD SHX Text
2" WATER SERVICE LINE
AutoCAD SHX Text
4" DCDA WITH VAULT
AutoCAD SHX Text
4" FIRE SUPPLY LINE
AutoCAD SHX Text
4" HOT TAP (1)FL X MJ RSGV FL X MJ RSGV
AutoCAD SHX Text
INSTALL 1.5" WATER METER IN EXISTING CHAMBER
AutoCAD SHX Text
CONNECT SIDE SEWER TO EXISTING STUB VERIFY LOCATION AND DEPTH
AutoCAD SHX Text
6" SANITARY SEWER LINE MAINTAIN 2.00% SLOPE MIN.
AutoCAD SHX Text
INSTALL SANITARY SEWER CLEANOUT (TYP.)
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
N
AutoCAD SHX Text
H
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
W
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
.
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DESIGNED/DRAWN BY:
AutoCAD SHX Text
ISSUE DATE:
AutoCAD SHX Text
27071
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
G
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
J
AutoCAD SHX Text
O
AutoCAD SHX Text
H
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
REV
AutoCAD SHX Text
DATE
AutoCAD SHX Text
05/06/2016
AutoCAD SHX Text
PROJECT DATUM THE VERTICAL DATUM IS BASED ON NAVD 88. NAVD 88. . THE HORIZONTAL DATUM IS BASED ON NAD 83 (91) NAD 83 (91) WASHINGTON STATE PLAN NORTH ZONE.
AutoCAD SHX Text
WATER AND SEWER NOTES 1.RPBA SHALL BE WATTS LF009 OR APPROVED EQUAL. RPBA SHALL BE WATTS LF009 OR APPROVED EQUAL. 2.RPBA ENCLOSURE SHALL BE WATTS BOX WB-2 (HEATED) OR RPBA ENCLOSURE SHALL BE WATTS BOX WB-2 (HEATED) OR APPROVED EQUAL. 3.DCDA SHALL BE WATTS 4" 757 DCDA OR APPROVED EQUAL. DCDA SHALL BE WATTS 4" 757 DCDA OR APPROVED EQUAL. 4.DCDA VAULT SHALL BE OLD CASTLE PRECAST 676-LA VAULT DCDA VAULT SHALL BE OLD CASTLE PRECAST 676-LA VAULT OR APPROVED EQUAL.
1"
= 20'
Copyright 2016 FORTE ARCHITECTS, INC.
240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566
www.fortearchitects.com
JOB NO.
DATE
DRAWN BY
CHECK BY
DWG ID
ADDRESS:
PHONE:
WEBSITE:
N:\1
61
5 -
Riv
erf
ron
t R
ock G
ym
\DD
P\A
rch
ite
ctu
ral\R
iverf
ront R
ock G
ym
-D
DP
.rvt
5/1
1/2
01
6 4
:07
:13
PM
L1.0
ES
1615
05/11/2016
LS
LANDSCAPING PLAN
RIV
ER
FR
ON
T R
OC
K G
YM
R.R
.G.
1319 W
ALL
A W
ALL
A A
VEN
UE
WEN
ATC
HEE
, W
A 9
8801
Revisions
Date No. Description
SCALE: 1" = 20'-0"1
LANDSCAPE PLAN
UP
UP
S SS
SS
SS
SS
SS
SS
SS
WW
WW
WW
WW
WW
WW
SD SD SD
SDSD
SDSD
SDSD
SD
UGEUGE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
SITE NOTES:
1. PARKING LOT STRIPING INDICATES 2% SLOPE IN ANY DIRECTION PER ADA REQ'S