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FIREPOND
STOVALL ROAD
SILO GUESTSUITES
PARCEL #: 350731510022OWNER: KRISTOPHER ANDELIZABETH BOWEN
SILO GUESTSUITES
LITTLE WALLA
WALLA RIVER
PARCEL #: 350731510023OWNER: KRISTOPHER ANDELIZABETH BOWEN
POOL/SPA
GUEST ROOMSAND PATIOS
MAINRESIDENCE
FROG HOLLOW RD
STOVALL RD
DETOUR RD
FRENCHTOWN RD
LAS
T C
HA
NC
E R
D
LOCHER RD
OLD HIGHWAY 12
12
SITE
MILL
WALLA
WALLA
RIVER
CREEK
DE
TOU
R R
D
SW
EA
GLE
RD
WALLA WALLACOUNTYFO
RE
ST
RD
LOCATED IN NE QUARTER OF SEC. 6, T. 6 N., R. 35 E., W.M. AND SE QUARTER OF SEC 31 T. 7 N. R.35 E., W.M., WALLA WALLA COUNTY, WA
VICINITY MAPNOT TO SCALE
CO
VER
SH
EET
FOR
:
H: N/AV: N/A
C-0011
GENERAL NOTES
1. THESE DRAWINGS SHOW THE PROPOSED ONSITE IMPROVEMENTS FOR THE BARN BED AND BREAKFAST. IMPROVEMENTS SHOWN ON THESE PLANSCONSIST OF DEMOLITION, STORMWATER DISPOSAL, SITE IMPROVEMENTS, UTILITY EXTENSIONS AND WATER SYSTEM IMPROVEMENTS. BUILDINGPLANS, SEPTIC DESIGN, IMMEDIATE HARDSCAPE AROUND THE BUILDINGS AND LANDSCAPING IS BY OTHERS.
2. THESE PLANS AND ANY REFERENCED ATTACHMENTS OR DOCUMENTS SHALL BE UTILIZED TO CONSTRUCT THE IMPROVEMENTS SHOWN. THE CIVILDRAWINGS REFERENCED DOCUMENTS INCLUDE THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION'S (WSDOT) STANDARD SPECIFICATIONSFOR ROAD, BRIDGE, & MUNICIPAL CONSTRUCTION, CURRENT EDITION, THE WALLA WALLA COUNTY ROAD DESIGN STANDARDS, CURRENT EDITION,AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION. CONTRACTOR SHALL OBTAIN AND HAVE IN THEIRPOSSESSION ALL STANDARD PLANS REFERENCED ON THESE DRAWINGS.
3. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH WALLA WALLA COUNTY PUBLIC WORKS PRIOR TO START OF ANYCONSTRUCTION ACTIVITY. CONTRACTOR MUST GIVE 48 HOURS NOTICE AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS PRIOR TO ANYCONSTRUCTION ACTIVITY WITHIN COUNTY RIGHT-OF-WAY.
4. A MINIMUM OF TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CALL 1-800-425-5555, UTILITY NOTIFICATIONCENTER (ONE CALL), FOR MARKING LOCATION OF EXISTING UTILITIES. EXISTING UTILITY LOCATIONS AND ELEVATIONS ARE APPROXIMATE AND OTHERUTILITIES MAY EXIST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND ELEVATION OF ALL EXISTINGUTILITIES. ARRANGEMENTS SHALL BE MADE WITH RESPECTIVE UTILITY COMPANIES FOR MOVING, ABANDONING, OR MAINTAINING THEIR RESPECTIVESERVICES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF UTILITIES THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL COORDINATELOCATION OF EXISTING WELL SERVICE AND IRRIGATION LINES WITH OWNER.
5. TRENCH EXCAVATION WITHIN THE PROJECT WILL COMPLY WITH WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES SAFETY STANDARDSFOR CONSTRUCTION WORK, PART N, EXCAVATION, AND SHORING (WAC 296-155-650 THRU WAC 296-155-66411).
6. THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, AND REGULATIONSWHICH IN ANY MANNER AFFECT THE CONDUCT OR SAFETY OF THE WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TOBEGINNING CONSTRUCTION.
7. ALL WORK AND MATERIALS REQUIRED TO COMPLETE THE IMPROVEMENTS AS INDICATED ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR UNLESS OTHERWISE SPECIFIED.
8. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE AND UP TO DATE SET OF RECORD DRAWINGS THAT INCORPORATE ANY CHANGES OR ADDITIONSENCOUNTERED. THESE SHALL BE DELIVERED TO THE OWNER UPON COMPLETION OF THE WORK AND WILL BE USED AS A BASIS FOR PREPARING ASET OF RECORD DRAWINGS FOR SITE IMPROVEMENTS.
9. EXISTING SURVEY CORNERS AND MONUMENTS SHALL BE PROTECTED AND PRESERVED AT ALL TIMES BY THE CONTRACTOR.
10.THE CONTRACTOR'S SURVEYOR SHALL PROVIDE CONSTRUCTION STAKING AS NEEDED, INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, CURBELEVATIONS, PAVING LIMITS AND STORM DRAIN LOCATIONS. CONTROL INFORMATION WILL BE MADE AVAILABLE TO THE CONTRACTOR UPONREQUEST. NORTHINGS AND EASTINGS SHOWN ON THESE DRAWINGS ARE TO THE CENTER OF THE STRUCTURE. STRUCTURES SHALL BECONSTRUCTED PER THE DETAILS.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL. THE CONTRACTOR SHALL PREPAREVEHICULAR AND PEDESTRIAN TRAFFIC CONTROL PLANS FOR REVIEW AND APPROVAL BY WALLA WALLA COUNTY.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL ONSITE DURING CONSTRUCTION AND FOR PREPARATION OF THESTORMWATER POLLUTION PREVENTION PLAN (SWPPP). CONTRACTOR SHALL INSTALL NECESSARY BMPS INCLUDING BUT NOT LIMITED TO, ACONSTRUCTION ENTRANCE, SILT FENCES, INLET PROTECTIONS AND STRAW WATTLES, AS NEEDED TO PREVENT SEDIMENT LADEN STORMWATERFROM DISCHARGING OFFSITE OR ENTERING THE STORMWATER GALLERIES. DUST CONTROL SHALL BE PROVIDED ON AN AS NEEDED BASIS TOPREVENT WIND BLOWN EROSION.
13. PER WALLA WALLA COUNTY STORMWATER ORDINANCE, OPERATION AND MAINTENANCE ACTIVITIES INCLUDE ANNUAL INSPECTION, RECORD KEEPING,AND REPORTING TO WALLA WALLA COUNTY. PRIVATE PROPERTY OWNERS MAY SUBMIT TO THE COUNTY ENGINEER ANNUAL CERTIFICATION BY AQUALIFIED THIRD PARTY THAT ADEQUATE MAINTENANCE HAS BEEN PERFORMED AND THE FACILITIES ARE OPERATING AS DESIGNED TO PROTECTWATER QUALITY. IN THE EVENT THE OWNER DOES NOT PROVIDE THE ABOVE MENTIONED INSPECTION/MAINTENANCE RECORDS AND THE COUNTYENGINEER DETERMINES THE STORMWATER FACILITY REPRESENTS A PUBLIC SAFETY THREAT, THE COUNTY ENGINEER WILL GIVE 30-DAY NOTICE TOTHE OWNER TO CORRECT THE DEFICIENCIES. IF THE DEFICIENCIES ARE NOT CORRECTED WITHIN 30-DAYS, THE COUNTY MAY ENTER UPON THEPROPERTY TO PERFORM THE NECESSARY MAINTENANCE AT THE OWNER'S EXPENSE.
14. GROUP B WATER SYSTEM REQUIREMENTS ARE INCLUDED ON THESE PLANS, SPECIFIC DESIGN OF IMPROVEMENTS WILL BECOMPLETED BY OTHERS.
No. Revision Date By App'd
OWNER/DEVELOPER:ANAND AND NAINA RAO10 B BANGKAPI MANSION 89SUKHUMVIT SOI 12BANGKOK 10110THAILANDEMAIL: [email protected]@ONYX-HOSPITALITY.COM
ENGINEER:PBS ENGINEERING AND ENVIRONMENTAL, INC.ATTN: MICHAEL MELDER, PEKIMBERLY SELPH, EIT5 NORTH COLVILLE ST., SUITE 200WALLA WALLA, WA 99362-1913PHONE: (509) 956-3026EMAIL: [email protected]
SURVEY NOTES
BASIS OF BEARINGS: N89°55'04"E ALONG THE SOUTH LINE OF THEWHITMAN MISSION D.L.C. AS SHOWN ON SHORT PLAT VOLUME 3,PAGE 260
VERTICAL DATUM: NAVD 1929, FROM USGS QUAD MAP
LOCAL CONTACT NUMBERSCENTURY LINK: (509) 527-3881
COLUMBIA REA: (509) 382-2578
WALLA WALLA COUNTY: (509) 524-2710
Scale 1" = 100'
SHEET ID
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WALLA WALLA COUNTY
APPROVED BY WALLA WALLA COUNTY
SCALE ON THESEDRAWINGS IS BASED
ON 22"X34" PLANSHEET. ADJUST SCALE
ACCORDINGLY.
PARCEL #: 350731510026OWNER: JAMES AND EILEEN DANIEL
SHEET INDEXSheet Number Sheet Title
C-001 COVER SHEETC-002 LEGEND & ABBREVIATIONSC-101 SITE PLANC-102 GRADING PLANC-103 UTILITY PLANC-501 CONSTRUCTION DETAILSC-502 CONSTRUCTION DETAILS
PARCEL #: 350731510027OWNER: JAMES AND EILEEN DANIEL
SURVEYOR:PBS ENGINEERING AND ENVIRONMENTAL, INC.ATTN: PAUL TOMKINS, PLS5 NORTH COLVILLE ST., SUITE 200WALLA WALLA, WA 99362-1913PHONE: (509) 956-3026EMAIL: [email protected]
334'
120'
48'
120'
382'
LEG
END
& A
BB
REV
IATI
ON
S FO
R:
H: N/AV: N/A
C-0022
PPPower PolePRCPoint Of Reverse Curve
PRVCPoint Of Reverse Vertical CurvePTPoint Of Tangent
FFFinished Floor
PVCPolyvinyl Chloride
FGFinished Grade
RRadius
FHFire Hydrant
R/WRight Of Way
FLFlow Line
FMForce Main
RETReturn
FTFoot / FeetGGasGIGalvanized Iron
GRDGroundGVGate Valve
HDPEHigh Density PolyethyleneHORIZHorizontal
HWHigh Water Elevation
HYDHydrantIEInvert Elevation
INTXIntersectionINVInvertLLength
LATLateralLTLeft
MAXMaximumMHManholeMINMinimumMJMechanical Joint
No. or # NumberOHEOverhead Electric
PAV'TPavementPCPoint Of Curve
PLPlace
SHTSheetSSStainless SteelSTLSteel
STStreetSTAStation CenterlineSTDStandard
STMStormTTangent
TBThrust BlockTBMTemporary BenchmarkTCTop Of CurbTELTelephone
TEMPTemporaryTOPTop Of Manhole
TYPTypicalUGEUnderground ElectricVCVertical Curve
VERTVerticalWTRWaterW/With
W/OWithout
WMWater MeterYDYard
Existing Centerline
Existing Right-of-wayExisting Fence
Existing Wetland PerimeterExisting Wetland Buffer
Existing 15" Storm Sewer Pipe
Existing 24" Water PipeExisting 18" Water PipeExisting 15" Water PipeExisting 12" Water PipeExisting 10" Water PipeExisting 8" Water PipeExisting 6" Water PipeExisting 4" Water PipeExisting Water Pipe
Existing 18" Storm Sewer PipeExisting 24" Storm Sewer Pipe
Existing Telephone LineExisting Over Head Power Line
Existing Electric LineExisting Cable TV Line
Existing Gas Line
Existing Storm Sewer PipeExisting 4" Storm Sewer PipeExisting 6" Storm Sewer PipeExisting 8" Storm Sewer PipeExisting 10" Storm Sewer PipeExisting 12" Storm Sewer Pipe
Existing 24" Sanitary Sewer PipeExisting 18" Sanitary Sewer PipeExisting 15" Sanitary Sewer PipeExisting 12" Sanitary Sewer PipeExisting 10" Sanitary Sewer PipeExisting 8" Sanitary Sewer PipeExisting 6" Sanitary Sewer PipeExisting 4" Sanitary Sewer PipeExisting Sanitary Sewer Pipe
Existing Contour 253
Existing Curb
Existing Lot Line
Proposed BollardProposed Street Light
Proposed Catch Basins
Proposed Rain DrainProposed Storm CleanoutProposed Storm Manhole
Proposed Sanitary Manhole
Existing Water Valve
Proposed Cement Concrete
Proposed Asphalt Concrete
Existing Gas ValveExisting Fire HydrantExisting Power PoleExisting Water MeterExisting Electrical Pedestal
Existing Power Riser
Existing Power MeterExisting Sanitary ManholeExisting Storm ManholeExisting Catch Basin
Existing Combo InletExisting Telephone PadExisting Telephone Riser
Existing Flow LineExisting Paint Stripe
Existing Area Drain
Existing Sanitary Force Main
Existing Building
Proposed Area Drain
Existing Property Line
RTRight
S/WSidewalk
Existing Irrigation PipeExisting 4" Irrigation PipeExisting 6" Irrigation PipeExisting 8" Irrigation PipeExisting 10" Irrigation PipeExisting 12" Irrigation PipeExisting Irrigation Lateral
Existing 30" Sanitary Sewer Pipe
Existing Railroad
Existing Gravel road
Proposed Gravel
Existing FenceExisting WallExisting Lot Line
Existing Quarter SectionExisting Utility Easement
Existing Fiber Optic LineExisting Underground Utility Line
Existing Water Lateral
Proposed CenterlineProposed Right-of-wayProposed Sawcut Line
Proposed Contour
Proposed Flow LineProposed Easement
Future Sanitary Pipe
Proposed Storm Under DrainProposed Storm Rain Drain
Proposed Water LateralProposed Water Pipe
Proposed Storm Pipe
Proposed Sanitary Sewer Pipe
Proposed Lot Line
Future Contour
Proposed Curb & GutterProposed End Of Pav't
Future Lot Line
Future Water Pipe
Future Storm Pipe
Future CurbFuture Sidewalk
Proposed Flow Line
Proposed SidewalkProposed Wall
Proposed Sanitary Force Main
Proposed BuildingProposed SetbackProposed Property Line
Future Easement
Future Centerline
Proposed Sanitary Lateral
Proposed Irrigation PipeProposed Irrigation Lateral
Future Paint Stripe
Future Right-of-way
Proposed Cut LineProposed Score LineProposed Paint StripeProposed Fence
Future Sanitary Lateral
Proposed Wetland BufferProposed Wetland Perimeter
Proposed Sedimentation ManholeProposed Drywell
Proposed Combination Curb InletProposed Storm Reducer
Proposed Sanitary CleanoutProposed Sanitary ReducerProposed Sanitary Cap
Proposed Road BarrierProposed Road SignProposed Flow Arrow
Existing Flow Arrow
Proposed Fire Protection VaultProposed Water MeterProposed Water Backflow Device
Proposed Water Bend Tee W/valveProposed Water Bend Tee W/tb
Proposed Water 90° Bend W/tb
Proposed Fire Hydrant
Proposed Water 45° Bend W/tb
Future Sanitary ManholeFuture Fire HydrantFuture Catch Basin
Future Storm Manhole
Proposed Water Stand Pipe
Proposed Water Valve
Proposed Water Bend XProposed Water Temporary BlowoffProposed Water Standard BlowoffProposed Water ReducerProposed Water Thrust Block
Proposed Irrigation MeterProposed Irrigation Backflow Device
Proposed Irrigation Bend Tee W/valveProposed Irrigation Bend Tee W/tb
Proposed Irrigation 90° Bend W/tbProposed Irrigation 45° Bend W/tb
Proposed Irrigation Stand Pipe
Proposed Irrigation Valve
Proposed Irrigation Bend XProposed Irrigation Temporary BlowoffProposed Irrigation Standard BlowoffProposed Irrigation ReducerProposed Irrigation Thrust Block
Proposed Water 11¼° Bend W/tbProposed Water 22½° Bend W/tb
Proposed Water 11¼° Bend W/tbProposed Water 22½° Bend W/tb
Future Fire Protection VaultFuture Water MeterFuture Backflow Device
Future Bend Tee W/valveFuture Bend Tee W/tb
Future 90° Bend W/tb
Future Fire Hydrant
Future 45° Bend W/tb
Future Stand Pipe
Future Valve
Future Bend XFuture Temporary BlowoffFuture Standard BlowoffFuture ReducerFuture Thrust Block
Future 11¼° Bend W/tbFuture 22½° Bend W/tb
Future Sanitary Cap
SANSanitary
IP-1
E 3.30& ID number (Puget Sound)Erosion Control feature code
Erosion Control Filter Fabric Fence
Proposed Inlet Protection Pillow
Proposed Gravel Construction Entrance
Proposed Sedimentation Trap
BMP Type (Puget Sound)
CEMCement
Centerline LC
EVCEnd Vertical Curb
CONSTConstruction
PVIPoint Of Vertical Intersection
Existing Roof DrainExisting CleanoutExisting Guy Anchor
Existing Sign
Existing Project Bench Mark
Existing Iron Rod
See Extg. Sanitary Sewer DataSee Extg. Storm Drainage Data
Existing ShrubExisting Deciduous TreeExisting Coniferous Tree
W/YPCWith Yellow Plastic Cap
Existing Curb & Gutter
FLGFlangeTPTop Of PavementTSTop Of Sidewalk
ACAcres
EOPEdge Of Pavement
APP'DApproved
EREnd Curb Return
ASS'YAssembly
ESMTEasement
AVEAvenue
BFButterfly
EXTGExisting
BLVDBoulevardBMBenchmarkBOBlow OffBOCBack Of CurbBVCBegin Vertical CurveC/OCare OfCBCatch Basin
CEMCement
CFCubic FeetCICast Iron
CIRCircle
CMPCorrugated Metal PipeCOCleanout
COMBCombinationCOMPCompactionCONCConcrete
CPECorrugated PolyethyleneCSPConcrete Sewer PipeCTCourtCYCubic Yard
DDepthDIDuctile Iron
DIADiameterDIPDuctile Iron PipeDSDown Spout
ELElevationELECElectric
MEMatch Existing
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APRIL 2017HDJ4107.000
7
Know what's
R
DATE
WALLA WALLA COUNTY
APPROVED BY WALLA WALLA COUNTY
SCALE ON THESEDRAWINGS IS BASED
ON 22"X34" PLANSHEET. ADJUST SCALE
ACCORDINGLY.
R20'
R20'
20'
24' 20'
10'
R5'
R40'
R28'
R20'
R28'
R2'
20'
60'
20'
64'
16'
12'
5' TYP
4' T
YP
MAIN RESIDENCE
GUEST ROOMSAND PATIOS POOL/SPA
SILOGUESTSUITE
36.5'
1
2
3
4
4
4
4
SILO GUESTSUITES
STOVALL ROAD
5 6
8
7
11
12
13
R20'
R28'
R10'TYP
R2'
TYP
R60'
0+00
1+00
2+00
3+00
3+67
.50
PC 0+27.91
PT 0+51.22
N: 19664.58E: 42452.19
N: 19687.08E: 42457.55
N: 19943.34E: 42457.77
14
N0°
02'
52"
E
C1
N26° 45' 47"E
15
PROPERTY LINE (TYP)
CURVE DATA
#
C1 26°42'55"
R
50.00
L
23.31
T
11.87
SITE
PLA
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SHIN
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KAS
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JMM
APRIL 2017HDJ4107.000
7
Know what's
R
DATE
WALLA WALLA COUNTY
APPROVED BY WALLA WALLA COUNTY
SCALE ON THESEDRAWINGS IS BASED
ON 22"X34" PLANSHEET. ADJUST SCALE
ACCORDINGLY.
CONSTRUCTION NOTESSTANDARD DUTY ASPHALT. SEE WALLA WALLA COUNTYSTANDARD PLAN R-05 AND DETAIL 2/C-502.
CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F-30.10-03.
ADA PARKING SPACE AND SIGNAGE PER WSDOT STANDARDPLAN M-17.0-02BUILDING AND ARCHITECTURAL IMPROVEMENTS, BY OTHERS.REFER TO GEOTECHNICAL REPORT FOR PAD PREPARATIONREQUIREMENTS. SEE ARCHITECTURAL DOCUMENTS FORADDITIONAL INFORMATION.PRECAST WHEEL STOPS. SEE DETAIL 1/C-502. INSTALL PERMANUFACTURE'S REQUIREMENTS.APPROXIMATE LOCATION OF SEWER AND SEPTIC SYSTEM,DESIGN BUILD BY CONTRACTOR.
DRIVEWAY PER WALLA WALLA COUNTY STANDARD PLAN R-05.
PROTECT AND PRESERVE EXISTING OVER HEAD POWER LINESAND POLES.
EXISTING WELL. CONTRACTOR TO PROVIDE NEW ELECTRICALSERVICE."T" HAMMERHEAD PER WALLA WALLA COUNTY STANDARD PLANR-08.
IRRIGATION/FIRE POND. SEE NOTES BELOW AND DETAIL 1/C-501.
POOL/SPA AND ORNAMENTAL FENCE, BY OTHERS.
PROPOSED WELL FOR IRRIGATION/FIRE POND.
TYPICAL PARKING STALL PER DETAIL 3/C-502.
GENERAL NOTES1. SEE SHEET C-001 FOR PROJECT SPECIFIC NOTES.
2. ADA RUNNING SLOPES SHALL NOT EXCEED 8.3% (1:12) AND CROSSSLOPES SHALL NOT EXCEED 2% ON ANY LANDING PAD, ADA STALL, ORACROSS THE CROSSWALK.
3. SEE ARCHITECTURAL PLANS, BY OTHERS, FOR PARKING SPACEDIMENSIONS, STRIPING AND SIGNAGE.
4. ADA RUNNING SLOPES SHALL NOT EXCEED 8.3% (1:12) AND CROSSSLOPES SHALL NOT EXCEED 2% ON ANY LANDING PAD OR ADA STALL.
5. IRRIGATION IMPROVEMENTS SHALL BE DESIGN BUILD, BYCONTRACTOR. SOURCE OF WATER SHALL BE THE IRRIGATION POND.
6. IRRIGATION/FIRE POND IS SIZED TO PROVIDE 1500 GPM OF WATERFOR 2 HOURS, ASSUMING 2' IS FROZEN.
IRRIGATION/FIRE POND NOTESBOTTOM EL: 601.5SLOPE: 4:1BOTTOM AREA: ±5,660 SFDEPTH: 5.5'VOLUME= ±351,600 GAL (±47,000 CF)
PUMP ON ELEVATION: 604.5
PUMP OFF ELEVATION: 606.5
22'100'
FIRE PONDTOP = 607.0BOTTOM = 601.5
MAIN BUILDINGFFE= 607.00
GUESTROOMSFFE= 606.00
POOL/SPA
2
STOVALL ROAD
4
SILO GUESTSUITESFFE=606.0
GUESTAMENITIESFFE= 606.50
±605.23ME
±605.29ME
RID
GE
RID
GE
RID
GE
3
3
1
1
1
GALLERY 110' x 80' x 4.5'
607
5
5
GR
AD
ING
PLA
N F
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H: 1"=60'V: N/A
C-1024
Scale 1" = 30'
SHEET ID
SHEET OF
DESIGNED:
DRAWN BY:
CHECKED:
SCALE:
E:\P
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4107
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\Wor
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\She
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4107
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kim
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Apr
18,
201
7 - 2
:24p
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5 N
orth
Col
ville
, Sui
te 2
00W
alla
Wal
la, W
A 9
9362
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750
9/95
6-30
2636
0/69
5-34
8850
9/54
7-51
29 fa
x
ww
w.h
djdg
.com
LOC
ATE
D A
T 16
24 S
TOVA
LL R
OA
D, W
ALL
A W
ALL
A C
OU
NTY
, WA
SHIN
GTO
N
KAS
KAS
JMM
APRIL 2017HDJ4107.000
7
Know what's
R
DATE
WALLA WALLA COUNTY
APPROVED BY WALLA WALLA COUNTY
SCALE ON THESEDRAWINGS IS BASED
ON 22"X34" PLANSHEET. ADJUST SCALE
ACCORDINGLY.
CONSTRUCTION NOTESVEGETATED BUFFER STRIP PER SWMMEW BMP F6.41
GALLERY 1,PER DETAIL 5/C-502.
STANDARD DRYWELL PER WALLA WALLA COUNTY STANDARDPLAN S-06.
REMOVE EXISTING CULVERT.
DRYWELL WITH 10' x 10' GALLERY. SEE WALLA WALLA COUNTYSTANDARD PLAN S-06. ROOF DRAINS TO BE TIGHT LINED TODRYWELLS AS SHOWN.
GENERAL NOTES1. SEE SHEET C-001 FOR PROJECT SPECIFIC NOTES.
2. ADA RUNNING SLOPES SHALL NOT EXCEED 8.3% (1:12) AND CROSSSLOPES SHALL NOT EXCEED 2% ON ANY LANDING PAD, ADA STALL, ORACROSS THE CROSSWALK.
3. SEE ARCHITECTURAL PLANS, BY OTHERS, FOR PARKING SPACEDIMENSIONS, STRIPING AND SIGNAGE.
4. ADA RUNNING SLOPES SHALL NOT EXCEED 8.3% (1:12) AND CROSSSLOPES SHALL NOT EXCEED 2% ON ANY LANDING PAD, ADA STALL, ORACROSS THE CROSSWALK.
5. CONTRACTOR SHALL EXTEND ROOF DRAINS TO DRYWELLS AT AMINIMUM SLOPE OF 0.5%
1
24
4
4
4
3
STOVALL ROAD
IRRIGATION/FIREPONDTOP = 607.0BOTTOM = 601.5
6
7
8
UTI
LITY
PLA
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\Wor
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\She
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4107
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201
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APRIL 2017HDJ4107.000
7
Know what's
R
DATE
WALLA WALLA COUNTY
APPROVED BY WALLA WALLA COUNTY
SCALE ON THESEDRAWINGS IS BASED
ON 22"X34" PLANSHEET. ADJUST SCALE
ACCORDINGLY.
CONSTRUCTION NOTESDOMESTIC WATER SERVICE FROM WELL TO MECH/ELEC ROOM.COORDINATE LOCATION OF WATER MAIN STUB FROM WELLPRIOR TO BIDDING AND ORDERING MATERIALS, BENDRESTRAINTS AND BLOCKING SHALL BE INCLUDED IN BID.
IRRIGATION/FIRE POND, SEE DETAIL 1/C-501
APPROXIMATE LOCATION OF SEWER AND SEPTIC SYSTEM TO BEDESIGN BUILD BY CONTRACTOR. EXTEND 6" PVC FROMBUILDINGS AT 2% MINIMUM SLOPE. COORDINATE INVERTS WITHBUILDING CONTRACTOR.COORDINATE CONNECTION INTO BUILDING WITH BUILDINGCONTRACTOR.EXISTING WELL. CONTRACTOR TO PROVIDE NEW ELECTRICALSERVICE.
FIRE HYDRANT.
PROPOSED WELL FOR IRRIGATION. IRRIGATION SYSTEM FROMPOND TO FIELD, BY OTHERS.
DOMESTIC WATER FROM MECH/ELEC ROOM TO BUILDINGS.LOCATION BY CONTRACTOR.
GENERAL NOTES1. SEE SHEET C-001 FOR PROJECT SPECIFIC NOTES.
2. ADA RUNNING SLOPES SHALL NOT EXCEED 8.3% (1:12) AND CROSSSLOPES SHALL NOT EXCEED 2% ON ANY LANDING PAD, ADA STALL, ORACROSS THE CROSSWALK.
3. SEE ARCHITECTURAL PLANS, BY OTHERS, FOR PARKING SPACEDIMENSIONS, STRIPING AND SIGNAGE.
4. SEPTIC DRAINFIELD AREA IS APPROXIMATE. THIS FACILITY WILL BEDESIGNED BY OTHERS.
5. BUILDING WILL REQUIRE DESIGNED FIRE SPRINKLER SYSTEM. ADDNECESSARY FITTINGS AND CONNECTIONS AS NEEDED. SEEARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.
GROUP B WATER SYSTEM NOTEGROUP B WATER SYSTEM IS REQUIRED. GROUP B WORKBOOK &SUPPLEMENTAL INFORMATION TO BE SUBMITTED UNDERSEPARATE COVER.
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SHEET ID
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DESIGNED:
DRAWN BY:
CHECKED:
SCALE:
E:\P
roje
cts\
4107
-00\
05-C
AD
\Wor
king
\She
ets\
4107
_C06
.dw
g
kim
berly
s
Apr
18,
201
7 - 2
:25p
m
5 N
orth
Col
ville
, Sui
te 2
00W
alla
Wal
la, W
A 9
9362
-292
750
9/95
6-30
2636
0/69
5-34
8850
9/54
7-51
29 fa
x
ww
w.h
djdg
.com
LOC
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SHIN
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KAS
JMM
APRIL 2017HDJ4107.000
7
Know what's
R
DATE
WALLA WALLA COUNTY
APPROVED BY WALLA WALLA COUNTY
SCALE ON THESEDRAWINGS IS BASED
ON 22"X34" PLANSHEET. ADJUST SCALE
ACCORDINGLY.
1C-101
FIRE PONDNTS
WATER LEVEL
THRUST BLOCK
GALVANIZED STEEL ELBOW(90 OR 45 DEGREES) (NOEXCEPTION)
6-IN. (MIN)
6-INSCREEN
STRAINER SUPPORTCLAMP
NORMAL WATER LEVEL - 606.5'
6-IN. (MIN) DIAMETER.PIPE MATERIAL PER NFPA 24.
ANNEX A, NFPA 1142A.8.3.13 STRAINERS OR SCREENS HAVE BEEN LOCALLY FABRICATED BYDRILLING SUFFICIENT, 38 IN. HOLES IN A LENGTH OF PIPE TO EQUAL 4TIMES THE CROSS-SECTIONAL AREA OF THE PIPE AND CAPPING THE ENDWITH A REMOVABLE OR HINGED COVER. REMEMBER TO LEAVE A SOLIDSTRIP OF PIPE APPROXIMATELY 4 IN. TO 5 IN. WIDE ALONG THE TOP TOACT AS A BAFFLE TO PREVENT WHIRLPOOLING DURING PERIODS OF LOWWATER.
STRAINERS/SCREENS
IFC 2003ED. 312.2 POSTS: GUARD POSTS SHALL COMPLY WITH ALL THEFOLLLOWING REQUIREMENTS:
1. CONSTRUCTED OF STEEL NOT LESS THAN 4 INCHES IN DIAMETER ANDCONCRETE FILLED.
2. SPACED NO MORE THAN 4 FEET BETWEEN POST ON CENTER.3. SET NOT LESS THAN 3 FEET DEEP IN CONCRETE FOOTING OF NOT LESS
THAN 15-INCHES DIAMETER.4. SET WITH THE TOP OF THE POST NOT LESS THAN 3 FEET ABOVE THE
GROUND.5. LOCATED NOT LESS THAN 3 FEET FROM THE PROTECTED OBJECT.
1'
4' (TYP) 5'6'
FREEZE DEPTH - 604.5'
2'
BASE OF POND = 600.0'
2'FROST DEPTH
10 IN. DIAM. PIPE2 IN. STYROFOAM INSULATION
REFLECTIVE SIGN
FINISHED GRADE - 607.0'
15 IN. DIAM. PIPESMALL GRAVEL FILLER
IE 601.0'
EXTEND 10 IN. PIPE ANDSTYROFOAM 1 FOOT BELOWFROST DEPTH.
18"
4'X4' CONCRETE PAD
POND WORKING VOLUMESNORMAL OPERATING VOLUME OF POND:
EL 606.5- EL 601.5 = 351,600 GALLONS
FROZEN CONDITION OPERATING VOLUME OF POND:EL 604.5 - EL 601.5 = 184,000 GALLONS
REQUIRED VOLUME = 1,500 GPM X 120 MIN = 180,000 GALLONS
CONICALSTRAINER
STAINLESS-STEELSNAP RING
SNAP ON CAP
STAINLESS-STEELWIRE ROPE
90 DEGREES
DRY HYDRANT HEAD #227[ SPECIFY 90 DEGREES, 45 DEGREES, OR STRAIGHT AND
4 12 INCH, 5 INCH OR 6 INCH
NH MALE THREAD ]
DRY HYDRANTS CHAPTER 8, NFPA 11428.3 DRY HYDRANT DESIGN AND LOCATION.8.3.1 THE AHJ SHALL APPROVE ALL ASPECTS OF THE DRY HYDRANT DESIGN AND CONSTRUCTION,INCLUDING THE TYPE OF MATERIALS, PIPE SIZE, AND SYSTEM FITTINGS TO BE USED.8.3.2 AS A MINIMUM, SCHEDULE 40 PIPE AND COMPONENT FITTINGS SHALL BE USED.8.3.3 ALL DRY HYRANT SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED TO PROVIDE A MINIMUM FLOWOF 1000 GPM AT DRAFT.8.3.4 THE WATER SUPPLY SOURCE FOR THE DRY HYDRANT SHALL PROVIDE, ON A YEAR-ROUND BASIS, THEREQUIRED QUANTITY OF WATER, AS DETERMINED IN CHAPTER 4, AND THE MINIMUM FLOW AS REQUIRED IN8.3.3.8.3.5 DRY HYDRANT SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED SO THAT SLOPE AND PIPINGCONFIGURATIONS DO NOT IMPEDE DRAFTING CAPABILITY.8.3.6 ALL EXPOSED SURFACES AND ALL UNDERGROUND METAL SURFACES SHALL BE PROTECTED TOPREVENT DETERIORATION.8.3.7 A MINIMUM NUMBER OF ELBOWS SHALL BE USED IN THE PIPING SYSTEM.8.3.8 SUCTION HOSE CONNECTION(S) SHALL BE COMPATIBLE WITH THE FIRE DEPARTMENT'S HARD SUCTIONHOSE SIZE AND SHALL CONFORM TO NFPA 1963, STANDARD FOR FIRE HOSE CONNECTIONS.THECONNECTION(S) SHALL INCLUDE A PROTECTIVE CAP. THE CAP AND ADAPTER SHALL BE OF MATERIALS THATMINIMIZE RUST AND GALVANIC CORROSION.8.3.9 DRY HYDRANT SYSTEM PIPING SHALL BE SUPPORTED AND/OR STABILIZED USING APPROVEDENGINEERING DESIGN PRACTICES.8.3.10 STABILIZATION OR EQUIVALENT PROTECTION SHALL BE EMPLOYED AT ELBOWS AND OTHER SYSTEMSTRESS POINTS.8.3.11 IN ADDITION TO STRENGTH OF MATERIALS AND STRUCTURAL SUPPORT CRITERIA, DESIGN SHALLSPECIFY APPROPRIATE AGGREGATES AND SOIL MATERIALS TO BE USED TO BACKFILL/COVER PIPING DURINGINSTALLATION.8.3.12 ALL CONNECTIONS SHALL BE CLEAN, AND THE APPROPRIATE SEALING MATERIALS SHALL BE USEDACCORDING TO MANUFACTURER'S SPECIFICATIONS SO AS TO ENSURE THAT ALL JOINTS ARE AIRTIGHT.8.3.13 SYSTEM STRAINER SHALL BE CONSTRUCTED TO PERMIT REQUIRED FIRE FLOW.
8.5 DEPTH OF WATER SOURCES8.5.1 THERE SHALL BE NOT LESS THAN 2 FT OF WATER ABOVE THE STRAINER AND 1 FT BELOW THESTRAINER.8.5.2 DEPTH OF THE WATER SHALL BE BASED ON THE 50-YEAR DROUGHT LEVEL FOR THE WATERSOURCE.
8.7 INSPECTION AND MAINTENANCE OF DRY HYDRANTS:8.7.1 DRY HYDRANTS SHALL BE INSPECTED AT LEAST QUARTERLY AND MAINTAINED AS NECESSARYTO KEEP THEM IN GOOD OPERATING CONDITION.8.7.2 THROUGH SURVEYS SHALL BE CONDUCTED, TO REVEAL ANY DETERIORATION IN THE WATERSUPPLY SITUATION IN PONDS, STREAMS, OR CISTERNS.8.7.3 GRASS, BRUSH, AND OTHER VEGETATION SHALL BE KEPT TRIMMED AND NEAT. VEGETATIONSHALL BE CLEARED FOR A MINIMUM 3 FT. RADIUS FROM AROUND HYDRANTS.8.7.4 THE HYDRANT SHALL BE MARKED, AS NEEDED, WITH REFLECTIVE MATERIAL TO ENHANCETHEIR VISIBILITY DURING EMERGENCIES, IN ACCORDANCE WITH 8.4.7.8.7.5 HYDRANT RISERS SHALL BE PROTECTED FROM ULTRAVIOLET (UV) DEGRADATION BYPAINTING OR OTHER MEASURES.8.7.6 THE HYDRANTS SHALL BE FLOW TESTED AT LEAST ANNUALLY WITH A FIRE DEPARTMENTPUMP TO ENSURE THAT THE MINIMUM DESIGN FLOW IS MAINTAINED.
8.8 RECORDS FOR DRY HYDRANTS. THE AHJ SHALL MAINTAIN IN, A SAFE LOCATION, MAPS ANDRECORDS OF EACH DRY HYDRANT SYSTEM INSTALLATION AND THE SUBSEQUENT TESTS,INSPECTIONS, MAINTENANCE AND REPAIRS TO THE DRY HYDRANT.
DESIGN REQUIREMENTS ANNEX A, NFPA 1142A.8.3.3 SYSTEM DESIGN REQUIREMENTS SHOULD ALLOW FOR REQUIRED FIRE FLOW,ATMOSPHERIC PRESSURE, LIFT, VAPOR PRESSURE, LENGTH OF REQUIRED PIPE RUN,COEFFICIENT OF MATERIALS (C FACTOR), PIPING CONFIGURATION, AND OTHER DESIGN FACTORSTHAT APPROVED ENGINEERING PRACTICES WOULD NECESSITATE.
THE FOLLOWING ARE SOME FACTORS THAT SHOULD BE CONSIDERED WHEN A DRY HYDRANT ISDESIGNED:
(1) LIFT SHOULD BE AS LOW AS POSSIBLE AND NOT EXCEED 10 FT TO 12 FT, IFPOSSIBLE. THIS LOSS CANNOT BE OVERCOME BY ENLARGING THE PIPE SIZE.
(2) TOTAL HEAD LOSS SHOULD NOT EXCEED 20 FEET, OR THE PUMP MIGHT NOT SUPPLYITS RATED GPM. IF THE FIRE DEPARTMENT WILL BE USING PORTABLE PUMPS ON THE DRYHYDRANT, THOSE PUMPS GENERALLY HAVE LESS CAPABILITY TO CREATE A VACUUM AND HEADLOSS NEEDS TO BE AS LOW AS POSSIBLE.
6-IN. ELBOW (90 OR 45 DEGREES) GALVANIZED STEEL
EXPLODED VIEW OF DRY HYDRANT CONNECTION(DRAWING N.T.S.)
8.4 ACCESS TO WATER SOURCE AND DRY HYDRANT LOCATIONS.8.4.1 A MINIMUM OF 3 FT SHALL BE PROVIDED AROUND THE DRY HYDRANT.8.4.2 DRY HYDRANT SHALL BE LOCATED SO THAT THEY ARE ACCESSIBLE UNDER ALL WEATHER CONDITIONS.8.4.3 THEY DRY HYDRANT SYSTEM AND ACCESS TO THE SITE SHALL BE DEVELOPED IN A MANNER THATALLOWS THE FIRE DEPARTMENT PUMP TO CONNECT TO THE HYDRANT USING NOT MORE THAN 20 FT OFHARD SUCTION HOSE.8.4.4 DRY HYDRANTS SHALL BE LOCATED A MINIMUM OF 100 FT FROM ANY STRUCTURE.8.4.5 NO PARKING OR OTHER OBSTACLES SHALL BE ALLOWED WITHIN 20 FT OF THE ACCESS SIDE OF THEHYDRANT.8.4.6 DRY HYDRANTS SHALL BE PROTECTED FROM DAMAGE BY VEHICULAR AND OTHER PERILS, INCLUDINGFREEZING AND DAMAGE FROM ICE AND THE OBJECTS.8.4.7 DRY HYDRANT LOCATIONS SHALL BE MADE VISIBLE FROM THE MAIN ROADWAY DURING EMERGENCIESBY REFLECTIVE MARKING AND SIGNAGE APPROVED BY AHJ.8.4.8 ALL IDENTIFICATION SIGNS SHALL BE APPROVED BY THE HIGHWAY AUTHORITY PRIOR TOINSTALLATION IF THEY ARE TO BE LOCATED ON THE RIGHT-OF-WAY OR SUBJECT TO STATE LAWS.
60 MIL HDPE LINERWITH SINGLE SIDED TEXTURE(GSE HD TEXTURED OR EQUAL)
SEE HDPE BOOTDETAIL 5
SEE ANCHORTRENCH DETAIL 4
2C-501
ANCHOR TRENCHNTS
3C-501
HDPE BOOTNTS
2'
2'
2' 60 MIL HDPE LINERWITH SINGLE SIDED TEXTURE(GSE HD TEXTURED OR EQUAL)
BACKFILL & COMPACTTOE TRENCH BEFORE
INSTALLING COVER OVER LINER
60 MIL HDPE LINERWITH SINGLE SIDED TEXTURE(GSE HD TEXTURED OR EQUAL)
EXTRUSION WELD (TYP)60 MIL HDPE LINER BOOT
STAINLESS STEEL BANDING(OVER TAPE & BOOT FLANGE)
4" WIDE H-50 TAPE BEHINDSTRAP (HALF ON BOOT &HALF ON PIPE)
BASE OF POND = 601.5'
18"
1.5'
4.5'
0.0%
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SHEET ID
SHEET OF
DESIGNED:
DRAWN BY:
CHECKED:
SCALE:
E:\P
roje
cts\
4107
-00\
05-C
AD
\Wor
king
\She
ets\
4107
_C06
.dw
g
kim
berly
s
Apr
18,
201
7 - 2
:25p
m
5 N
orth
Col
ville
, Sui
te 2
00W
alla
Wal
la, W
A 9
9362
-292
750
9/95
6-30
2636
0/69
5-34
8850
9/54
7-51
29 fa
x
ww
w.h
djdg
.com
LOC
ATE
D A
T 16
24 S
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D, W
ALL
A W
ALL
A C
OU
NTY
, WA
SHIN
GTO
N
KAS
KAS
JMM
APRIL 2017HDJ4107.000
7
Know what's
R
DATE
WALLA WALLA COUNTY
APPROVED BY WALLA WALLA COUNTY
SCALE ON THESEDRAWINGS IS BASED
ON 22"X34" PLANSHEET. ADJUST SCALE
ACCORDINGLY.
6'
9"
6"
(2) #3
(2) #6
GROUT IN BARS
1"1'
6"
PC CONC
NOTES:1. INSTALL 24" FROM END OF PARKING STALL. 2. INSTALLON CENTER OF PARKING STALL.
20'
10'
2'
2.0" HOT MIX ASPHALT (HMA).
5.0" CRUSHED SURFACING BASE COURSE (CSBC) PERWSDOT STANDARD SPECIFICATION 9-03.9(3).COMPACTED SUBGRADE, 95% DENSITY, SEEGEOTECHNICAL REPORT.
1
2
3
SLOPE VARIES
12
3
SELECT FILL PER UTILITY COMPANYSTANDARDS. SEE NOTES
PRIMARY POWER CONDUIT(S)
SECONDARY POWERCONDUIT(S)
NOTES:1. CONTRACTOR SHALL SUPPLY THE JOINT UTILITY TRENCH (JUT), EXCAVATION, BACKFILL,
CONDUITS, SWEEPS, ETC. AND THEN INSTALL CONDUITS DESCRIBED IN PLANS.2. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING TRENCH OPEN UNTIL OWNER'S
PROJECT MANAGER AND UTILITY PURVEYORS HAVE APPROVED CONDUIT INSTALLATIONAND ROUTING. CONTRACTOR SHALL BACKFILL WITH APPROVED MATERIAL UPONACCEPTANCE OF TRENCH.
3. CONTRACTOR SHALL COORDINATE WITH JOINT USE UTILITY COMPANIES FOR FINALCONDUIT MATERIAL, SIZE, AND LOCATION/ELEVATION PRIOR TO INSTALLATION OF TRENCH.
4. BOTTOM OF TRENCH SHALL BE NATIVE, UNDISTURBED, NATIVE MATERIAL. IFGRAVEL/ROCK IS PRESENT IN TRENCH BOTTOM, THE CONTRACTOR SHALL BED THEBOTTOM OF THE TRENCH WITH SELECT BACKFILL PRIOR TO INSTALLING CONDUITS.
5. SELECT BACKFILL SHALL BE PLACED WITHIN 6" OF ALL CONDUITS/CABLES. SELECTBACKFILL SHALL BE NATIVE MATERIAL WITH 100% PASSING THE 3/4" SIEVE OR ANIMPORTED SAND OR SAND/SILT COMBINATION PASSING THE NO. 8 SIEVE.
6. GENERAL BACKFILL CAN BE NATIVE MATERIAL MEETING THE REQUIREMENTS LISTED INTHE PROJECT'S GEOTECHNICAL REPORT.
7. COMPACT MATERIAL PER THE PROJECT'S GEOTECHNICAL REPORT.8. DEFLECT TRENCH ELEVATION AS NEEDED TO MAINTAIN 6" CLEARANCE FROM CONDUITS AT
UTILITY CROSSINGS.
TEL TV FIB FUT
GENERAL BACKFILL12
" (M
IN.)
48" (
MA
X.)
SEE PLANS FOR FINISHEDSURFACE
1C-101
PRECAST WHEEL STOPNTS
2C-101
ASPHALT SECTIONNTS 3
C-101
PARKING STALLNTS
4C-101
JOINT UTILITY TRENCHNTS
12"
5C-102
TYPICAL INFILTRATION GALLERY PROFILENTS
GALLERY CONSTRUCTION NOTESDRAINAGE FABRIC ON THE SIDES SHALL BE MIRAFI140N OR ENGINEER'S APPROVED EQUAL.PERFORATED ADS N-12 STORM DRAINAGE PIPE ORENGINEER APPROVED EQUIVALENT. SEEINFILTRATION GALLERY TABLE FOR PIPE DIAMETER.DRAIN ROCK SHALL CONFORM TO WSDOT STDSPECIFICATION SECTION 9-03.12(5) OR APPROVEDEQUAL. SEE INFILTRATION GALLERY TABLE FORDEPTH OF ROCKPRECAST CONCRETE DRYWELL, WILBERT PRECASTTYPE A, OR ENGINEER APPROVED EQUAL.WOVEN (STRUCTURAL) FABRIC BETWEEN GENERALBACKFILL NAD THE DRAIN ROCK SHALL BEMIRAFI-600X OR ENGINEER APPROVED EQUAL.DUCTILE IRON FRAME AND SLOTTED GRATE.CONTRACTOR SHALL SUPPLY GRADE RINGS ASNECESSARY TO ADJUST STRUCTURE TO FINISHEDGRADE.
1
2
3
4
5
6
34
6
5
1
2
INFILTRATION GALLERY TABLE
NO. SURFACE AREA (SF) DEPTH OF ROCK (FT) BOTTOM ELEV.PERF. PIPEDIAMETER (IN)
1 800 4.5 598.1 8
SLOPE VARIES
