2020 0601 Civil Plans (Standley Garage)PROJECT SPECIFICATIONS
THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN
ACCORDANCE WITH THE FOLLOWING:
1) THE MOST CURRENT VERSION OF THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION
2) THE MOST CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD)
3) THE MOST CURRENT EDITION OF THE INTERNATIONAL BUILDING
CODE (IBC)
4) THE MOST CURRENT EDITION OF THE AUTHORITY HAVING
JURISDICTION DEVELOPMENT GUIDELINES AND PUBLIC STANDARDS
THE CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS AT
THE CONTRACTOR'S OWN EXPENSE.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR,
MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, AND
INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESE
DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE AUTHORITY HAVING
JURISDICTION AND THE PROJECT OWNER.
ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING THE
REQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE
SUBMITTED TO THE ENGINEER OF RECORD IN WRITING FOR APPROVAL.
CONTRACTOR LIABILITY NOTE
THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD J.E. GIBSON
CONSULTING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF J.E. GIBSON CONSULTING.
GRADING NOTE
ANY CUT AND FILL QUANTITIES, IF SHOWN ON THESE DRAWINGS, ARE
ESTIMATED IN-PLACE VOLUMES AND ARE FOR PLANNING PURPOSES
ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY QUANTITIES
AND APPLY SHRINK AND/OR SWELL FACTORS.
TOPOGRAPHIC NOTE
TOPOGRAPHIC INFORMATION SHOWN ON THESE DRAWINGS WERE
PROVIDED BY A THIRD PARTY SURVEYOR. THE CONTRACTOR SHALL
VERIFY TOPOGRAPHIC INFORMATION IN THE FIELD PRIOR TO
SUBMITTING A BID AND SHALL CONTACT THE ENGINEER OF RECORD IF
THERE IS A DISCREPANCY.
EROSION CONTROL NOTE
EROSION CONTROL MEASURES ARE NOT LIMITED TO THE TO THE ITEMS
ON THESE DRAWINGS THE CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES.
NO SILTATION OF EXISTING OR PROPOSED STORMWATER FACILITIES
SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION
OF SILTS TO OFF-SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BY
CONTRACTOR'S ACTIVITIES SHALL BE RESTORED IN ACCORDANCE WITH
THE LANDSCAPING PLANS OR HYDROSEEDED IF NO LANDSCAPING
PLANS EXIST.
IF DISCHARGING TO WATERS OF THE STATE AND DISTURBING MORE
THAN ONE (1) OF LAND, THE CONTRACTOR IS RESPONSIBLE FOR
APPLYING AND SECURING COVERAGE UNDER WSDOE'S NPDES GENERAL
PERMIT. THE CONTRACTOR IS HEREBY NOTIFIED THAT IT CAN TAKE UP
TO SIXTY (60) DAYS TO ACQUIRE COVERAGE.
REMOVAL & REPLACEMENT OF
UNSUITABLE MATERIALS
WHENEVER EXCAVATING ACTIVITIES ON-SITE EXPOSE PEAT, SOFT
CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL,
SUCH MATERIAL SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE
GEOTECHNICAL ENGINEER AND BACKFILLED WITH SUITABLE
FOUNDATION MATERIAL.
UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND
HAULED TO A CONTRACTOR PROVIDED WASTE SITE. THE CONTRACTOR
SHALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE IBC.
STORM DRAINAGE NOTE
TO PROTECT STORMWATER FACILITIES FROM SEDIMENTATION, THE
CONTRACTOR SHALL CONNECT THE FACILITY(IES) TO THE STORM
CONVEYANCE SYSTEM AFTER SITE WORK, ROADS, UTILITIES,
PERMANENT EROSION CONTROL MEASURES, AND FINAL LANDSCAPING
ARE IN PLACE.
DEWATERING
FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE
CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT FREE OF
STANDING WATER AND SATURATED CONDITIONS AS NECESSARY FOR
THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL
FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS, SUMPS,
PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER
THE SITE AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS
OF SOIL FINES FROM FOUNDATION AND HARDSCAPE AREAS WILL NOT
BE PERMI TIED.
UTILITIES LOCATE NOTE
THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON
INFORMATION OBTAINED FROM THE TOPOGRAPHIC SURVEY. J.E. GIBSON
CONSULTING ASSUMES NO RESPONSIBILITY AND/OR LIABILITY OF EXISTING
UTILITIES SHOWN OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO
VERIFY THE EXACT SIZE, DIAMETER, DEPTH, AND LOCATION OF EXISTING
UTILITIES PRIOR TO STARTING CONSTRUCTION ACTIVITIES. CONTRACTOR
SHALL CALL FOR UNDERGROUND LOCATES AT 1-800-424-5555 PRIOR
TO STARTING CONSTRUCTION ACTIVITIES.
RECORD DRAWINGS
J.E. GIBSON CONSULTING IS REQUIRED BY THE THE AUTHORITY HAVING
JURISDICTION TO PROVIDE RECORD DRAWINGS PRIOR TO ACCEPTANCE.
J.E. GIBSON CONSULTING WILL NOT CERTIFY RECORD DRAWINGS UNLESS
A REPRESENTATIVE OF THE COMPANY HAS INSPECTED ACTUAL
INSTALLATION OF UTILITIES PRIOR TO BACKFILLING.
THE CONTRACTOR SHALL MAINTAIN ONE SET OF THE APPROVED
DRAWINGS THAT SHALL INCLUDE RED LINE MARKUPS (LEGIBLE) OF ANY
ALTERATIONS TO THE DESIGN. THE RED LINE MARKINGS SHALL BE
SUBMITTED TO THE ENGINEER OF RECORD UPON PROJECT COMPLETION.
WORK IN THE RIGHT-OF-WAY
CONTRACTOR SHALL OBTAIN RIGHT-OF-WAY PERMIT AND SHALL SUBMIT
A TRAFFIC CONTROL PLAN TO THE AUTHORITY HAVING JURISDICTION
PRIOR TO STARTING CONSTRUCTION ACTIVITIES ALL WORK WITHIN THE
RIGHT-OF-WAY SHALL CONFORM TO THE AUTHORITY HAVING
JURISDICTION'S STANDARDS.
PROJECT INFORMATION
APPLICANT. JOE AND CONSTANCE STANDLEY
10627 11TH Ave CT SE
TACOMA, WA. 98444
25J. 46& 0586
ENGINEER: JE GIBSON ENGINEERING AND CONSULTING
PO BOX 178
TENINO, WA 98589
360.951.1454
J.EGibsonConsulting@gmoil.com
PARCEL NUMBER. 64303601500
SITE ADDRESS.
402 WEST ROAD SE
SS
YELM, WA 98597
ZONING.
C-1, GENERAL COMMERCIAL
SITE AREA:
0.50 ACRES
ON-SITE SOILS.
SPANAWAY GRAVELLY SANDY LOAM
SANITARY SEWER:
CITY OF YELM
WATER.
CITY OF YELM
FIRE DISTRICT:
SOUTHEAST THURSTON FIRE AUTHORITY
FLOODZONE
OUT
ABBREVIATIONS
AC ASPHALT CONCRETE
BCP BEGIN CURB RETURN
BM BENCHMARK
BVC BEGIN VERTICAL CURB
CB CATCH BASIN
CIP CAST IRON PIPE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CATV CATV COMMUNICATIONS
DIAM DIAMETER
DIP DUCTILE IRON PIPE
EE ELECTRICAL
ECR END CURB RETURN
EL ELEVATION
EVC END VERTICAL CURB
EXIST EXISTING
FFE FINISHED FLOOR ELEVATION
FG FINISH GRADE
FH FIRE HYDRANT
FL FLOWLINE / FLANGE
FM FORCE MAIN
G GAS
GM GAS METER
GB GB
HP HIGH POINT
L CURVE LENGTH
LF LINEAL FEET
MH MANHOLE
MJ MECHANICAL JOINT
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PL PROPERTY LINE
POB POINT OF BEGINNING
POC POINT OF CONNECTION
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY
RD ROOF DRAIN
SS SANITARY SEWER
SD STORM SEWER
STA STATION
STEP SEPTIC TANK EFFLUENT PUMP
STD DTL STANDARD DETAIL
T TELEPHONE
TB THRUST BLOCK
TC TOP OF CURB
TYP TYPICAL
UGP UNDERGROUND POWER
W WATER
WM WATER METER
WV WATER VALVE
STANDLEY GARAGE
402 WEST ROAD SE, YELM, WA 98597
SECTION 19, TOWNSHIP 17, RANGE 2E, W.M.
"CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG"
LEGEND & LINETYPES
EXISTING
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-----SD-----SD-----SD-----SD -
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----- OH ----- OH ----- OH ----- OH -
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CENTERLINE
EASEMENT LINE
SAWCUT LINE
EDGE OF PAVEMENT/CURB LINE
EDGE OF GRAVEL LINE
SIDEWALK LINE
BUILDING LINE
FENCE LINE
WATER LINE
SEWER LINE
FORCE MAIN LINE
STORM LINE
DITCH LINE
ROADWAY STRIPE LINE
GAS LINE
POWER LINE
OVERHEAD POWER LINE
OVERHEAD PHONE LINE
TELEPHONE LINE
CABLE/COMMUNICATIONS LINE
STORM CATCH BASIN
STORM MANHOLE
FIRE HYDRANT
WATER METER
GATE VALVE
THRUST BLOCKING
WATER BENDS
WATER TEE
SEWER MANHOLE
STORM/SEWER CLEANOUT
LOCATION
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SHEET INDEX
SHEET NO.
SHEET REF.
SHEET DESCRIPTION
1
CV -01
COVER SHEET
2
EC -01
EROSION CONTROL AND DEMOLITION PLAN
3
EC -02
SITE AND PAVING PLAN
4
SP -01
GRADING AND STORMWA TER PLAN
5
SP -02
WATER AND SEWER PLAN
6
CG -01
WATER AND SEWER DETAILS AND NOTES
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NOTE PROVIDE FULL WIDTH OF
4" MIN. � INSTALL CONSTRUCTION INGRESS/EGRESS AREA
ENTRANCE AT LOCATION WHERE
WOOD OR STEEL POSTS - ACCESS OFF OF A PAVED
ROADWAY BEGINS.
TEMPORARY SILT FENCE CONSTRUCTION ENTRANCE
NTS NTS
0 20 40
SCALE IN FEET
® CONSTRUCTION NOTES. GENERAL NOTES.
1. SILT FENCE: SEE THIS SHEET 1. CONTRACTOR SHALL SECURE ALL STORAGE AREAS.
2. TEMPORARY CONSTRUCTION ENTRANCE: SEE THIS SHEET
2.
CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES FOR PROPOSED
DEMOLITION AND CONSTRUCTION ACTIVITIES.
J. REMOVE AND DISPOSE OF EXISTING FENCE
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ALL MATERIALS STORED ON-SITE SHALL HAVE PROPER ENCLOSURES AND/OR
4. REMOVE AND DISPOSE OF EXISTING OVERHANG & ATTACHED STRUCTURE
COVERINGS STOCKPILE AREAS SHALL BE COVERED IF UNWORKED FOR MORE THAN 48
0
U
HOURS.
5. REMOVE AND DISPOSE OF EXISTING CONCRETE PAD
4.
ALL DISTURBED PERVIOUS AREAS SHALL BE RESTORED IN ACCORDANCE WITH BMP T5.13:
6. REMOVE AND DISPOSE OF EXISTING GRAVEL PAD
POST -CONSTRUCTION SOIL QUALITY AND DEPTH AND HYDROSEEDED/SODDED.
7. REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER
5.
CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO COMMENCING WITH
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8. REMOVE AND DISPOSE OF EXISTING ASPHALT
9. PROTECT EXISTING POLE IN-PLACE
10. PROTECT EXISTING TELEPHONE PEDESTAL IN-PLACE
12. REMOVE AND DISPOSE OF EXISTING STORM STRUCTURE: BACKFILL WITH STRUCTURE FILL
CAP AND ABANDON EXISTING STORM PIPE
13. PROTECT EXISTING POWER POLE IN-PLACE
14. REMOVE AND DISPOSE OF EXISTING MONITORING WELL
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ATTACHMENT PIN 14 X 12" LONG
GRADE 60 REBAR (TYP.)
PAINT SYMBOL TRAFFIC WHITE.
PAINT (2) COATS W/
7 MIL. DFT PER COAT W/
3" MIN. WIDE STROKE """"'
ISOMETRIC VIEW
6'-0"
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10" 4'-4"
10"
f
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ONE-WAY
1'-0" 1'-0" 2'-0" 1'-0" 1'-0"
ELEVATION
GENERAL NOTES:
1. CONCRETE FOR WHEEL STOP: MINIMUM 3,000 PSI IN 28 DAYS
2. REINFORCING STEEL: PER ASTM A615, GRADE 60
J. ATTACHMENT PINS SHALL HAVE 7 INCH EMBEDMENT.
PRECAST CONCRETE WHEEL STOP
3 -0
ACCESSIBILITY SYMBOL
NTS I NTS
PAINT BACKGROUND
INTERNATIONAL BLUE.
PAINT (2) COATS W/
7 MIL. DFT PER COAT
3" WIDE BORDER,
PAINT TRAFFIC WHITE.
PAINT (2) COATS W/
7 MIL. DFT PER COAT
0 20 40
SCALE IN FEET
® CONSTRUCTION NOTES:
1. SINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN F-40.16-02
SEE CG -01 FOR GRADING
2. TYPE II CEMENT CONCRETE APPROACH PER CITY OF YELM DETAIL 2-9
J. CEMENT CONCRETE SIDEWALK PER CITY OF YELM DETAIL 2-11 (TYP.)
4. STREET TREE PER CITY OF YELM DESIGN STANDARDS (TYP. 4)
5. CEMENT CONCRETE CURBING PER CITY OF YELM DETAIL 2-13 (TYP.)
6. RIGHT-OF-WAY LANDSCAPING PER CITY YELM DESIGN STANDARDS (TYP.)
7. EXISTING STRUCTURE TO REMAIN (SEPARATE BLDG. PERMIT FOR IMPROVEMENTS)
& HOT MIX ASPHALT PARKING LOT. SEE DETAIL THIS SHEET
9. STORMWATER RETENTION POND: SEE CG -01
10. 6' TALL WOOD FENCE (TTP.): COORDINATE WITH OWNER ON SPECIFICATIONS)
11. HYDROSEED ON-SITE LANDSCAPING AREAS (TYP.)
12. PRECAST CEMENT CONCRETE WHEEL STOP (TYP. 4) SEE DETAIL THIS SHEET
13. PARKING LOT STRIPING (TTP.) WHITE PAINT SHALL MEET THE REQUIREMENTS OF
SECTION 8-22.2 & 9-34 OF THE WSDOT STANDARD SPECIFICATIONS TWO (2) COATS OF
PAINT (MIN.)
14. 4" WIDE DIAGONAL STRIPING @ 18" WHITE PAINT SHALL MEET THE REQUIREMENTS OF
SECTION 8-22.2 & 9-34 OF THE WSDOT STANDARD SPECIFICATIONS TWO (2) COATS
OF PAINT (MIN.)
15. ADA ACCESSIBLE PARKING STALL: SEE DETAIL THIS SHEET
16. ASPHALT THICKENED EDGE/WEDGE: SEE DETAIL THIS SHEET
17. 24" OPENING IN ASPHALT THICKENED EDGE/WEDGE
18. THREE (3) FOOT WIDE x ONE (1) FOOT THICK QUARRY SPALL SPILLWAY
19. 6' TALL CHAIN LINE FENCE AND SECURITY GATE. COORDINATE WITH OWNER ON
SPECIFICATIONS)
3" CL. 1/2" PG 64-22 HMA
2" CSTC (WSDOT SPEC)
6" CSBC (WSDOT SPEC)
ON-SITE ASPHALT PAVEMENT SECTION
NTS
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2" CSTC
6" CSBC
ASPHALT WEDGE CURB DETAIL
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icIF47 R'wR NLL $ Or *0► NTE.
2 FORaXI AMD SUBGRADE W45KCIIOW REWIRED BEFORE
PO"G CONCRETE.
I SCOW MARKS SHALL BE ±1/iR' WOE BY t1/4- DEEP. FOR
WALKS 4WEA If IN %*fH, A LQNG1n N-kL 5CCAE
M,AR«. BALL BE MADE ALCM C774TER OF NALk
& EWANISI N JOINTS SHALL BE INSTALLED IN CLIFIS AND
OUT1EA AIO M $U1iNr►LJI AT PC " PT Al ALL CURB
RETURNS, E}PANSIfa+l JpNTS SHALL BE PLACED N
WEWAUF AT SAIIE LOCATKM AS THM h CURB AND
GUTTER VA4EN SIDE%ikL c IS ADJAMT TO CURB ALAI
00TEA. UNLM OTHERM SE CIAECTEC BY C?"NECA.
Aug
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REODMMENDED BASIC DIi1W M Y
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T%U-WAY
ill' 30' 40'
CITY OF YELM
DEPT. OF PUBLIC WORKS
,�EMENT CONCRETE
1DEWAL
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OR
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REQ, TO PROVIDE
SLOPE OF 12:1
Iv4TES:
I. WHERE APPROACH EYCUM 16' VWTH A F%LL
DEPTH EXPANSION JOINT SHALL BE PLACED
LONOTWmAuy. CCNTEaED IN THE APi5 OA0H.
2. FORMA AND SMGRADE INSPECTION ARE REQUIRED
BEFORE POURING CMGRETE:
3, AVER TO SE0710i 40, M4o, YELMA DEwE "MCNT
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2"-4" QUARRY SPALLS J
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FILTER FABRIC BELOW QUARRY
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BOTTOM OF SWALE OR POND
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NTS
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344.0
342.0
340.0
338.0
336.0
BIORETENTION SOIL MIX
509-607. CLEAN SAND PER ASTM C-33
209-307. LEAF COMPOST
209-307. TOP SOIL
CLAY CONTENT SHALL BE LESS THAN 57.
MAX -WATER SURFACE:341.50
EXIST GRADE • FINISHED GRADE
............ ....... ...... ..........
50
: 18" DEPTH
BIORETENTION
SOIL MIX
•••••••...•.•.• ••••-
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® CONSTRUCTION NOTES:
1. THREE (3) FOOT WIDE x ONE (1) FOOT THICK QUARRY SPALL SPILLWAY. SEE DETAIL
THIS SHEET
2. TWO (2) FOOT WIDE x TWENTY-FIVE (25) FOOT LONG DOWNSPOUT INFILTRATION
TRENCH PER BMP T5.10A OF THE STORMWATER MANAGEMENT MANUAL FOR WESTERN
WASHINGTON: SEE DETAIL THIS SHEET
J. 6" STORM PIPING: CONNECT FROM ROOF DOWNSPOUTS TO BELOW -GRADE DOWNSPOUT
INFILTRATION TRENCH (TYP.)
4. STEP SYSTEM: SEE UT -01
5. WATER SERVICE LINE: SEE UT -01
NOTE ALL SPOT ELEVATIONS ARE LOCATED AT THE FLOW LINE
OF THE TRAFFIC CURB, THICKENED EDGE OR EXTRUDED CURB
UNLESS OTHERWISE NOTED.
PLAN VIEW
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® CONSTRUCTION NOTES:
1. INSTALL 5 LF OF 4" ASTM D JOJ4 SDR J5 PVC
SEWER PIPE. SLOPE=0.02 FT/FT (MIN.)
2. INSTALL 4" CLEANOUT AND CONNECT TO S.T.E.P.
TANK PER CITY OF YELM STD. DETAIL 5-7. SEE
DETAIL THIS SHEET.
J. INSTALL 1,500 GALLON S T.E.P. TANK WITH SIMPLEX
PUMP (CLASS 1, DIV 1), FLOATS AND CONTROLS
PER CITY OF YELM STD. DETAILS 5-9, 5-11, 5-14,
5-17, AND 5-18: SEE THIS SHEET & UT -02.
4. INSTALL ADDITIONAL 1" SERVICE CONNECTION AND 1"
SERVICE BOX TO EXISTING SS SERVICE, PER CITY OF
YELM STD. DETAIL 5-2: (CONTRACTOR TO FIELD
VERIFY).
5. INSTALL STEP. PUMP CONTROL PANEL, INCLUDING
ALL WIRING, PER CITY OF YELM STD. DETAILS 5-4,
5-5, 5-6 AND 5-7.• CONTRACTOR SHALL
COORDINATE LOCATION OF PANEL WITH OWNER.
CONTRACTOR SHALL VERIFY ELECTRICAL
REQUIREMENTS PRIOR TO ORDERING EQUIPMENT.
6. INSTALL WIRING AND CONDUIT AS REQUIRED FOR
INSTALLATION OF PUMP & PUMP CONTROLLER.
7. NEW 2" HD POLYETHYLENE CLASS 200 WATER
SERVICE.
8. CONNECT TO EXISTING WATER METER PER CITY OF
YELM DESIGN STANDARDS
9. RELOCATE THE EXISTING RPBA FROM THE PROPOSED
PARKING AREA TO BEHIND THE EXISTING WATER
METER LOCATED AT SE CORNER OF THE PROPERTY.
SEE YELM STD. DETAIL 4-17). IF ELECTRICAL
POWER IS REQUIRED FOR ENCLOSURE CONTRACTOR
TO EXTEND POWER TO NEW LOCATION.
USE '7 UNION TO 1' NECT TEST>t+IC
APARATUS FOR PRESSURE TESTM 5grOCE
ANTI SIR" VALVE
RBERWSS LID T1HTFi
Ir MM RIO HEIGFTT TMCAL ITH ALL STAINLESS STEEL
NON -TRAFFIC BEARi1G TANKS, 24' MAX SCKMS AND
UNLESS DETEFN14ED BY CITY. NEOPRENE GASKET
1' DAPVC HOSE AND
LEAVE ALL MIRE TID ALLOW FCR PUMP frVALVE ASSY (RENT
MWOVAL , BALL VALE AS. SHOM.
ELECTRICAL SPUCE BOX WITH CGS GBPS ALL i I BALL VALVE SHALL BE
OCNNECTIONS SHALL BE WADE WITH HEAT ' i WITHN Ir EaO'M UD
SHIM 61117 CONNECTORS
4" FOC RISER SLCFE ItaO AWAT FROW RASE 30,
L r�HC
Wmo 10` FROM TOP OF RISER TO 'ti i , NEOPRENE GROMbIM
14GMGE u OF aECIRM CONDUIT _
M54 I`ED DIRECT 3l# EY OONbuT SEAL � TO
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INSTALL IN RISER TO POW . \
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PVC ELOTUBE
19oBMERSIBLE EFTLUERT
ORENC4 TURBINE 10 GPM
THE MATERIAL FOR DUPLEX AM CLASS I DIVIMN I P.10 D511 OSI PUIMII} IMTH
INSTALLATHONS TSI. VARt TEE DQ 41MTOR SHALL DEET S.O. PDXR CARE AND
THE IMTENT OF THE INSTALLATION REOUIREWENTS SITYRN IN 1/9- BY-PASS ORIFICE
THE TYPEAL STEP INSTALLATION. IN THE DSCHARCE HEAD
lICAL 1,250-1,500 GAL, RESIDENT
CONCRETE TANK INSTALLATION
APPROVED BY DWG. NO.
PUISUC TKWS DIIEGTM DATE
"S MKD folWKD `DWM DATE10/2019
GENERAL NOTES WATERMAIN INSTALLATION:
A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
B. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL
ARRANGE FORA PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, ENGINEERING SPECIFICATIONS AND STANDARD DETAILS
REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING.
C. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS.
1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS
EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION
9 -JO. 1(5)B.
2. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR
GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-JO.1(5)A.
J. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN
THE SDR OF 18.
4. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN
ACCORDANCE WITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- J0.2.(1). SIX-INCH FIRE
HYDRANT SPOOLS SHALL BE CLASS 52.
D. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES.
VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE
OPERATED BY CITY EMPLOYEES ONLY.
E. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AW. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS
APPROVED.
F. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1).
G. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER
SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD
METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY
COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WIRE
CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY J -M OR APPROVED ENGINEERING SPECIFICATIONS AND STANDARD DETAILS -
12/09/2019 4 EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN.
H. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD.
L ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
J. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" 1/4 INCH INTO CONCRETE.
K. CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS
L. THE CITY WILL BE GIVEN 72 HOURS' NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS
WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES.
M. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS
PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE
PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE.
N. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST"
PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL 17EMS OF WORK SHOWN ON THESE PLANS SHALL BE
COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE.
0. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION
P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE
FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESE PLANS
PLASTIC OR
COFICRETE 80X
YATEl LIST_
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3. Ll!"
4. NFPLE
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0. 00 Hal INS1J4L.L N AKA BIIB,ECT TO FLOmH.
.. Li I Y Ul YtLrkl Apppaym ffy OW,. NO.
REDUCED PRESSURE BACKFLOW 4-17
' ASSEMBLY FOR 2' OR SMALLER I�K,� wKa .rri DA?S/10,
co
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0 20 40
SCALE IN FEET
® CONSTRUCTION NOTES:
1. INSTALL 5 LF OF 4" ASTM D JOJ4 SDR J5 PVC
SEWER PIPE. SLOPE=0.02 FT/FT (MIN.)
2. INSTALL 4" CLEANOUT AND CONNECT TO S.T.E.P.
TANK PER CITY OF YELM STD. DETAIL 5-7. SEE
DETAIL THIS SHEET.
J. INSTALL 1,500 GALLON S T.E.P. TANK WITH SIMPLEX
PUMP (CLASS 1, DIV 1), FLOATS AND CONTROLS
PER CITY OF YELM STD. DETAILS 5-9, 5-11, 5-14,
5-17, AND 5-18: SEE THIS SHEET & UT -02.
4. INSTALL ADDITIONAL 1" SERVICE CONNECTION AND 1"
SERVICE BOX TO EXISTING SS SERVICE, PER CITY OF
YELM STD. DETAIL 5-2: (CONTRACTOR TO FIELD
VERIFY).
5. INSTALL STEP. PUMP CONTROL PANEL, INCLUDING
ALL WIRING, PER CITY OF YELM STD. DETAILS 5-4,
5-5, 5-6 AND 5-7.• CONTRACTOR SHALL
COORDINATE LOCATION OF PANEL WITH OWNER.
CONTRACTOR SHALL VERIFY ELECTRICAL
REQUIREMENTS PRIOR TO ORDERING EQUIPMENT.
6. INSTALL WIRING AND CONDUIT AS REQUIRED FOR
INSTALLATION OF PUMP & PUMP CONTROLLER.
7. NEW 2" HD POLYETHYLENE CLASS 200 WATER
SERVICE.
8. CONNECT TO EXISTING WATER METER PER CITY OF
YELM DESIGN STANDARDS
9. RELOCATE THE EXISTING RPBA FROM THE PROPOSED
PARKING AREA TO BEHIND THE EXISTING WATER
METER LOCATED AT SE CORNER OF THE PROPERTY.
SEE YELM STD. DETAIL 4-17). IF ELECTRICAL
POWER IS REQUIRED FOR ENCLOSURE CONTRACTOR
TO EXTEND POWER TO NEW LOCATION.
USE '7 UNION TO 1' NECT TEST>t+IC
APARATUS FOR PRESSURE TESTM 5grOCE
ANTI SIR" VALVE
RBERWSS LID T1HTFi
Ir MM RIO HEIGFTT TMCAL ITH ALL STAINLESS STEEL
NON -TRAFFIC BEARi1G TANKS, 24' MAX SCKMS AND
UNLESS DETEFN14ED BY CITY. NEOPRENE GASKET
1' DAPVC HOSE AND
LEAVE ALL MIRE TID ALLOW FCR PUMP frVALVE ASSY (RENT
MWOVAL , BALL VALE AS. SHOM.
ELECTRICAL SPUCE BOX WITH CGS GBPS ALL i I BALL VALVE SHALL BE
OCNNECTIONS SHALL BE WADE WITH HEAT ' i WITHN Ir EaO'M UD
SHIM 61117 CONNECTORS
4" FOC RISER SLCFE ItaO AWAT FROW RASE 30,
L r�HC
Wmo 10` FROM TOP OF RISER TO 'ti i , NEOPRENE GROMbIM
14GMGE u OF aECIRM CONDUIT _
M54 I`ED DIRECT 3l# EY OONbuT SEAL � TO
BURY - LLIIST I L
BURY TONNs PARE CTRICAL Comm — W PoR
INSTALL IN RISER TO POW . \
CASE BY CA EFFLUDIT DISC.
7 2 -P&O 010ff (ft J�MX
I' In wl I EQUAL. USE RISER
Uwe
OFA WwAl1' TA NK ADAPTOR FOR COh P.c-
iS
EPNC � Is M ILOAT ASSfuR.'r
INLET 'r - AS SET BY OTY OF
•k 1-1/41 DIA. 11ET HOLES
OFfICIE AROUND PERWETER Of VAUL
4' DIA PVC FLOW INDUCER
PVC ELOTUBE
19oBMERSIBLE EFTLUERT
ORENC4 TURBINE 10 GPM
THE MATERIAL FOR DUPLEX AM CLASS I DIVIMN I P.10 D511 OSI PUIMII} IMTH
INSTALLATHONS TSI. VARt TEE DQ 41MTOR SHALL DEET S.O. PDXR CARE AND
THE IMTENT OF THE INSTALLATION REOUIREWENTS SITYRN IN 1/9- BY-PASS ORIFICE
THE TYPEAL STEP INSTALLATION. IN THE DSCHARCE HEAD
lICAL 1,250-1,500 GAL, RESIDENT
CONCRETE TANK INSTALLATION
APPROVED BY DWG. NO.
PUISUC TKWS DIIEGTM DATE
"S MKD folWKD `DWM DATE10/2019
GENERAL NOTES WATERMAIN INSTALLATION:
A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
B. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL
ARRANGE FORA PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, ENGINEERING SPECIFICATIONS AND STANDARD DETAILS
REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING.
C. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS.
1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS
EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION
9 -JO. 1(5)B.
2. POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR
GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-JO.1(5)A.
J. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN
THE SDR OF 18.
4. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN
ACCORDANCE WITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- J0.2.(1). SIX-INCH FIRE
HYDRANT SPOOLS SHALL BE CLASS 52.
D. GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0 -RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES.
VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE
OPERATED BY CITY EMPLOYEES ONLY.
E. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AW. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS
APPROVED.
F. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1).
G. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER
SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD
METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY
COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WIRE
CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY J -M OR APPROVED ENGINEERING SPECIFICATIONS AND STANDARD DETAILS -
12/09/2019 4 EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN.
H. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD.
L ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
J. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" 1/4 INCH INTO CONCRETE.
K. CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS
L. THE CITY WILL BE GIVEN 72 HOURS' NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS
WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES.
M. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS
PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE
PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE.
N. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST"
PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL 17EMS OF WORK SHOWN ON THESE PLANS SHALL BE
COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE.
0. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION
P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE
FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESE PLANS
PLASTIC OR
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FGISTER� �
SSIONAL
SHEET NO.
50F6
UT -01
GENERAL NOTES SANITARY SEWER MAIN INSTALLATION:
A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA).
B. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
C. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED
APPROVALS AND PERMITS
D. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION.
E. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE
SHALL BE PRESENT AT THE 71ME OF THE TAP.
F. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO
ANY EXCAVATION.
G. SIDE SEWER SERVICES SHALL BE PVC, ASTM D JOJ4 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS
H. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE
MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL
DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE, HEAVY COATED OF DIRECT BURY COPPER WIRE
WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE
AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR.
I. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12 ABOVE THE BURIED POWER. THE MARKER
SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED `POWER': TAPE SHALL BE FURNISHED BY CONTRACTOR.
J. BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN
ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE GENERAL NOTE 5.60-A).
K. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY
PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS
REQUIRED. ENGINEERING SPECIFICATIONS AND STANDARD DETAILS - 12/09/2019 5
L. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED
STORM DRAINAGE FACILITIES AND ROADWAYS
M. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED.
N. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES.
0. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM.
P. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE -REFERENCED SPECIFICATION FOR TESTING WATER MAINS (SEE
NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN
SERVICE.
Q. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE
CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO N071FY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS.
R. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5- FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE
AUTHORIZED BY THE CITY OF YELM.
S IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER
TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL 1501-0 RAYN7ITE SINGLE GANG WEATHERPROOF COVER 1.406"
DIAMETER.
T. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION.
ITEMS NEEDING INSPECTION ARE. 1. TANK INSTALLATION, IE; BEDDING AND LOCATION 2. TANK INFILTRATION, EXFILTRATION TEST J. S.S. PRESSURE TEST
4. SERVICE LINE PRESSURE TEST 5. FINAL INSPECTION
U. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL.
WATER TOT CAP
14 OAUGE THING VAiE i
TO CR+4VITr DoE kWER 1
CONNECTION CASE BY
Ck%
I IIJ'`M GRADE
z
— 24`4 RISER,
CENTER OVER to
INLET TEE
200 GAL
Ir
4'0 W CE
,OR GAL - 1,500 GAL
M GAL
(LICUID
CAPACITY)
STER TIGPT .,I'
f14 GAUlul
T01iNG NIRS
TO SERVICE
DON
1 z{a vLILumL � I r I jU VOLUME � I
S' MAN BEIM
1. FOR THE APPROPRIATE FLOAT LEVELS, SEE DRAWINGS
V13, f5r14 AND 95-15 (STAPLEX DUPLEX AND TRIPLEX)
AS THEY APPLY.
1,250 GALLON -1500 GALLON
ko� CONCRETE STEP TANKS
f.P�PupO AY DHC, Nol
PueLIC VXMS DIREC11M DAA DATE X10
KD 111 W 10MI19
FABLE FOR FEECIEIR W RUN
T1OtE sm
4AlAAAI I OISTANIM
112 AINC COPM
150 FEET
TMD ANC,
250 FEET
10 AWG OOF'PER
350 FEET
[�a wEWCATM Fay Aum"MIIL TIFmLK")
TO SILENCE
PUGH LIGHT. FOR
SEROCE CALL
.360-458-84111
OTY OF l ELM
CENTERED ON PItiIEL
F w m F,owER
aXIRG1s
3/4- CMRKT OR APPVOP MATELY
933 PER LAd ELEGTRF'.AL CODE
m.
PANEL SIZE MAY NARY
DIEPENDING ON APPLICaTIOK
CITY OF YELM
TYPICAL PUMP CONTROL PANEL
FNI$HED GRUE
3Cro RISER
ALARW HCH LENEL
ON
OFF
FOUNDANT CFF
MM - SEE
aw-ATIONS
DxD
1IpT.
LE TTEw
PAO= IMS 034M
KV FTS BY TIE
C11Tti' OF TELM
ALAIIM UM
AND SIIM
T uTm
APPROWED By GING. N31
PUBLIC N ftS DIRECTOR DATE
DAM
. L
c o C.
STEP TANK
iti;� - `•{� f7• ',-t....4 Yti, -, 2�r'.i�-•k': • l.~c„ ti••L "3 r -.
C MIN. BEDDIING
NOTE&
1. 1,000 _ 1,500 GAL TAILS
FL
J SETTING VAULT DIMENSI
FOR SIMPLEX POMP VAULT
1sPPR0'VEp BY DWG, NO
PUBLIC WORKS DWCTOR DATE 5-13
DATE
jGjMq
40
FoFm IJITS To
0AILYAAIZED POST OR
CHANNEL. SEE TYPIC,IL
PWP OOI4TM PANEL
DETAIL DIRAWro io
PVC CT T
OrBIE�T �
ATTACW C1:NEM.TR TO -
GALVANIZED
UNISTRUT OR POST
WTH STAINLESS
STEEL TWO HOLE
STRAPS
TO NEW
ELECTOCAL RANT:L
0
�CjI PU4P CONTROL
PANEL
HOT DFPEU
GALVmaM UW6TRUT
OR EQUAL AS
APPROVED 9Y THE
VIRECT13R OR FISf`FCR
DESIm
1, D19CQMECT CM STALL BE 5031-0
RLAYNTITE SN41E COM WEAIHMPROOF
ODVER 1-4OB' INAMETTR
GIT 'OF `r LLM AWROVIM BY 0104. Ala
REMOTE POST - RESIDENTIAL PUMP PuGuC ,SKS DMCTOR DATE'.DATES
CONTROL PANEL INSTALLATION WD 11-wo ,I1
NATK OR
SAr>
DIRE
fI
OONCTETE TANK SHALL BE
PER WIMTJFACTLRE
-SPECOXAPON
CITY OF YELL APPROYM V DwG Na
CONCRETE TANK BEDDING
PUBLIC NST � ar�TE X17
DATE _.
m O Tam 10' 11
I(XMT TO — it — `-1
STEP TANK _ .l--FCCITNi_; )TE]A
T4 STET' 'MALL
TANK
NOTES:
1. PUkF CONTROL PANEL DOOR SHALL OPEN
COWLETELY FOR fULL ACCESS TO INSIDE OF PA4EL.
2 LOCATION OTHER THAN -GAR4E WALL OR REMOTE
POST TALL BE �.04ciDERED ON A CASE BY CASE
BASS.
3_ DISMECT Cr, -9. MALL BE 5031 0 RAYNTITE
SINGE GANG WEATHER P`RCp2f r. NEA 1.406'
W..WE TER.
TAN•:
CITY OF YELM IrPPROtiED BY GNI.. NDL
TYPICAL PUMP CONTROL PANEL PUBLIC "ORKS DRECTOR DATE GATE
INSTALLATION ON EXISTIN HOUSE IAS loo
FIS CLASS LTD HATH
5TAINLE55 STEEL
DOLTS AND NEOPRENE
CHET
5' WIN (TW
FINISH GRADE
DATIVE 14 GAU[E COPPER DIRECT
(A AIDE BURY TONING WARE, f-0'
TAIL INTO BSER �
40
STEP TAW
.±,/4" ALL IN
WIN
ri SUVE To)
RIV AND LID SHALL BE W 'ON ALL PUMP VALET INSTATLATIONS.
RISER (NDN -TRAFFIC RATE D)
FV BSER,
ORENCD SYSTEWS,
MC., OR EQUAL
ORENOD TANK TU
RISER ADAPTOR
pppRo%w BY DWG. Ni.
PUBLIC "DRKs MEET` DATE �1
DA 0 12IM19
co
co
OpNMMCTOR TO 9qN,
ETC< TO ACCOUNT FCR
ui
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DIFFERENT TTK'S OF
'PLNIp
S
GARAGE
�� GARAGE W I.I
CONTROL
WALL (CONTRACTOR TO F(RIM
PANEL
BOTH CONDUITS AS
F;1ME
SHOW4 FOR BOTH
T
OONFLUL
�• Pvc CONDUITS)
z
0
M
COMUIT STAIINLESS STEEL Too
DISCONNECT
t
Box H(L.E STRAPS AS
^ a
__q
REQUIRED TO SECUREf
0
3/4' LO OMIT TO BALL
ELEiCTRICAL
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0�
LYE FROA PANEL
UNDER HOUSE
Q
E)GSTw GROL.IHD
T
I(XMT TO — it — `-1
STEP TANK _ .l--FCCITNi_; )TE]A
T4 STET' 'MALL
TANK
NOTES:
1. PUkF CONTROL PANEL DOOR SHALL OPEN
COWLETELY FOR fULL ACCESS TO INSIDE OF PA4EL.
2 LOCATION OTHER THAN -GAR4E WALL OR REMOTE
POST TALL BE �.04ciDERED ON A CASE BY CASE
BASS.
3_ DISMECT Cr, -9. MALL BE 5031 0 RAYNTITE
SINGE GANG WEATHER P`RCp2f r. NEA 1.406'
W..WE TER.
TAN•:
CITY OF YELM IrPPROtiED BY GNI.. NDL
TYPICAL PUMP CONTROL PANEL PUBLIC "ORKS DRECTOR DATE GATE
INSTALLATION ON EXISTIN HOUSE IAS loo
FIS CLASS LTD HATH
5TAINLE55 STEEL
DOLTS AND NEOPRENE
CHET
5' WIN (TW
FINISH GRADE
DATIVE 14 GAU[E COPPER DIRECT
(A AIDE BURY TONING WARE, f-0'
TAIL INTO BSER �
40
STEP TAW
.±,/4" ALL IN
WIN
ri SUVE To)
RIV AND LID SHALL BE W 'ON ALL PUMP VALET INSTATLATIONS.
RISER (NDN -TRAFFIC RATE D)
FV BSER,
ORENCD SYSTEWS,
MC., OR EQUAL
ORENOD TANK TU
RISER ADAPTOR
pppRo%w BY DWG. Ni.
PUBLIC "DRKs MEET` DATE �1
DA 0 12IM19
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RFGI ST ERGO ��
SSIONAL
SHEET NO.
6 0 F 6
UT -02