2020.0018 Civil Plans (Approved) 10.02.2020PROJECT SPECIFICATIONS
THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED M
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 (MUTOD)
3) THE MOST CURRENT EDITION OF THE IN70NA77ONAL BUILDING
CODE (IBC)
4) THE MOST CURRENT EDITION OF THE AUTHORITY HAVING
„URISDICTION DEVELOPMENT GUIDELINES AND PUBLIC STANDARDS
THE CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS AT
THE CONTRACTORS OWN EXPENSE.
THE CONTRACTOR IS RESPONSIBLE FOR PROMDING 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 AFFEC77NG THE
REQUIREMENTS AND INFORMATION IN MESE DRAMNGS SHALL BE
SUBMITTED TO 774E ENGINEER OF RECORD IN WRITING FOR APPROVAL
CONTRACTOR LIABILITY NOTE
THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB S17E 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
774E 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 CONTRACTORS RESPONSIBILITY TO VERIFY QUANTITIES
AND APPLY SHRINK AND/OR SWELL FAC70RS
TOPOGRAPHIC NOTE
TOPOGRAPHIC INFORMATION SHOWN ON THESE DRAWINGS WERE
PROVIDED BY A THIRD PARTY SURVEYOR. THE CONTRACTOR SHALL
VERIFY TOPOGRAPHIC INFORMA77ON 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 FACIU71ES
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 MOE'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 ACPWRES ON -97E EXPOSE PEAT, SOFT
CLAY, QUICKSAND, OR 07HER UNSUITABLE FOUNDATION MATERIAL,
SUCH MATERIAL SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE
GE07ECHNICAL 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 STORMWAIER FACIU77ES FROM SEDIMENTATION, THE
CONTRACTOR SHALL CONNECT THE FACILITY(IES) TO THE STORM
CONVEYANCE SYSTEM AFTER 97F WORK, ROADS, UTILITIES
PERMANENT EROSION CONTROL MEASURES AND FINAL LANDSCAPING
ARE IN PLACE
DEWATERING
FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE
CONSIRUC71ON 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, WSTALL, OPERATE AND MAINTAIN ALL DRAMS SUMPS
PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER
THE SITE AS SPECIFIED. DEWAIERING SYSTEMS THAT CAUSE A LOSS
OF SOIL FINES FROM FOUNDATION AND HARDSCAPE AREAS WILL NOT
BE PERMITTEDD,
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
U17U77ES SHOWN OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO
VERIFY THE EXACT SIZE, DIAMETER, DEPTH, AND LOCATION OF EXISTING
UTILITIES PRIOR TO STARTING CONSTRUCTION ACRMTIES CONTRACTOR
SHALL CALL FOR UNDERGROUND LOCATES AT 1-600-414-5555 PRIOR
70 STARTING CONSTRUCTION ACTIVITIES.
RECORD DRAWINGS
J.E. CIBSON CONSULTING IS REQUIRED BY THE THE AUTHORITY HAVING
JURISDICTION TO PROVIDE RECORD DRAWINGS PRIOR TO ACCEPTANCE.
JE. GBSON 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 STAR77NO CONSTRUCTION ACTIVIRES. ALL WORK WITHIN THE
RIGHT-OF-WAY SHALL CONFORM TO THE AUTHORITY HAVING
JURISDICTION'S STANDARDS
PROJECT INFORMATION
APPLICANT,
JOE AND CONSTANCE STANDLEY
^----W--
10627 17TH Ave CT SE
W
TACOMA, WA. 98444
—_---ss
253.468.0566
ENGINEER:
JE GIBSON ENGINEERING AND CONSULTING
FM
PO BOX 178
UT -01
TENINO, WA 98589
SD -
360.951.1454
)
J.E.GT6sonOonsultingQgmotl.com
PARCEL NUMBER:
64303601500
SITE ADDRESS:
402 WEST ROAD SE
YELM, WA 98597
ZONING:
C-1, GENERAL COMMERCIAL
SITE AREA:
0.50 ACRES
ON -97E SOILS
SPANAWAY GRAVELLY SANDY LOAM
SANITARY SEWER:
CITY OF YELM
WATER:
CITY OF YELM
FIRE DISTRICT
SOUTHEAST THURSTON FIRE AUTHORITY
FLOOOZONE
OUT
SURVEY NOTE
SURVEY INFORMATION USED TO CREATE BASIS FOR THIS DESIGN WAS
PROWDED TO JE GIBSON ENGINEERING AND CONSULTING INC BY THE
OWNER AND HAS NOT BEEN VERIFIED. ANY DISCREPANCIES OR
ERRORS ARE THE RESPONSIBILITY OF THE OWNER.
ABBREVIATIONS
AC ASPHALT CONCRETE
BCP BEGIN CURB RETURN
BM BENCHMARK
BVC BEGIN VERTICAL CURB
co CATCH BASIN
CIP CAST IRON PIPE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CATV CAN COMMUNICATIONS
D1AM DIAMETER
DIP DUC77LE IRON PIPE
EE ELE07RICAL
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
SO STORM SEWER
STA STATION
STEP SEPTIC TANK EFFLUENT PUMP
SID OR STANDARD DETAIL
T TELEPHONE
TB THRUST BLOCK
TC 70P 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
----------------
-----X -----X -----X -_.. -_ X ..
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__-_-T-OH----- T -OH ----- T -OH--
7-----T-----T-----T --- --T-
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PROPOSED
—X—X—X—X
SHEET INDEX
SHEET REF
SHEET DESCRIPTION
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PROJECT NOTES:
1, WATER AND SEWER ERU CALCULATIONS ARE BASED ON 51MILAR USES. HAVING REVIEWED "BROWNS
CAR CARE" WATER RECORDS IT HAS BEEN ESTIMATED THAT THIS PROJECT WILL USE LESS THAN
1-ERU (EQUIVALENT RESIDEN71AL UNIT)
2. PACIFIC DISPOSAL RENEW OF REFUSE LOCATION - THIS IS NOT REQUIRED AT THIS DME DUE TO
APPLICANT ONLY GOING TO USE CONTAINERS THAT ARE STORED INSIDE BUILDING AND SET OUT ON
PICK UP DAYS,
3. REFUSE ENCLOSURE - OWNER TO STORE CONTAINERS INSIDE THE BUILDING. WE HAVE NOT
SHOULD REFUSE ENCLOSURE ON THE PLANS. IF FUTURE OUTDOOR CONTAINER IS REQUESTED, A
(' REFUSE CONTAINER WILL BE REWIRED.
4. MAILBOX CLUSTER AND LOCATION - IS NOT SHOWN ON PLANS OWNER IS USING A PO BOX AT
/ THE POST OFFICE
Dl
RIGHT-OF-WAY LINE
PROPERTY UNE
CENTERUNE
EASEMENT UNE
SAWCUT UNE
EDGE OF PAVEMENT/CURB UNE
EDGE OF GRAVEL UNE
SIDEWALK LINE
BUILDING LINE
FENCE LINE
WATER UNE
SEWER UNE
FORCE MAIN LINE
STORM LINE
DITCH LINE
ROADWAY STRIPE LINE
GAS LINE
POWER UNE
OVERHEAD POWER LINE
OVERHEAD PHONE UNE
TELEPHONE LINE
CABLEICOMMUNICA77ONS LINE
STORM CATCH BASIN
STORM MANHOLE
FIRE HYDRANT
WATER METER
GATE VALVE
THRUST BLOCKING
WATER BENDS
WATER TEE
SEWER MANHOLE
STORM/SEWER CLEANOUT
TO LACEY
SHEET NO.
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CONSTRUCTION ENTRANCE
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CONSTRUCTION NOTES:
GENERAL NOTES:
1.
SILT FENCE: SEE THIS SHEET
1. CONTRACTOR SHALL SECURE ALL STORAGE AREAS.
3
2
TEMPORARY CONSIRUC71ON ENTRANCE, SEE THIS SHEET
2 CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES FOR PROPOSED
d
DEMOLITION AND CONSTRUCTION ACTIVITIES
3
REMOVE AND DISPOSE OF EXISTING FENCE
S ALL MATERIALS STORED ON-SITE SHALL HAW 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
5
REMOVE AND DISPOSE OF EXISTING CONCRETE PAD
HOURS
E
A
4. ALL DISTURBED PERVIOUS AREAS SHALL BE RESTORED IN ACCORDANCE WITH BMP T5.13:
�
6.
REMOVE AND DISPOSE OF EXISTING GRAVEL PAD
POST-CONSIRUC77ON SOIL QUALITY AND DEPTH AND HYDROSEEDED/SODDED.
o
7
REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER
5. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO COMMENCING WITH
u
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8.
REMOVE AND DISPOSE OF EXISTING ASPHALT
ANY SITE DISTURBING ACTIVI77ES
6
9.
PROTECT EXISTING POLE IN-PLACE
a
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10.
PR07ECT EXISTING TELEPHONE PEDESTAL IN-PLACE
a
�.
12.
REMOVE AND DISPOSE OF EXISTING STORM STRUCTURE.• BACKFILL WITH STRUCTURE FILL
d
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CAP AND ABANDON EXISTING STORM PIPE
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13.
PROIECT M71NO POWER POLE IN-PLACE
14.
REMOVE AND DISPOSE OF EXIS7ING MONITORING WELL
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ATTACHMENT PIN 14 X 12" LONG
GRADE 60 REBAR (TYR)
4"
I 3/4"
MINIMUM ./3 GRADE 60
ISOMETRIC VIEW REINFORCING BARS
CROSS-SECTION
s' -o•
10" _ I _ 4'-4"
� -�-- 3/4" CHAMFER (TYP.)
1'-0" 2' -Cr
ELEVATION
GENERAL NO.YtIES:
1. CONCRETE FOR KNEEL STOP: MINIMUM 3,000 PSI IN 28 DAYS
2. REINFORCING STEEL: PER ASTM A615, GRADE 60
3. ATTACHMENT PINS SHALL HAVE 7 INCH EMBEDMENT.
PRECAST CONCRETE WHEEL STOP
NTS
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PAINT (2) COATS W/
7 MIL DFT PER COAT W/
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PAINT (2) COATS W/
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3" INDE BORDER,
PAINT TRAFFIC WHITE.
PAINT (2) COATS W/
7 MIL DFT PER COAT
2'-0"
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ACCESSIBILITY SYMBOL
NTS
® CONSTRUCTION NOTES:
L SINGLE DIRECTION CURB RAMP PER WSDOT SID. PLAN F-40.16-02
SEE CG -01 FOR GRADING
2. TYPE 11 CEMENT CONCRETE APPROACH PER CITY OF YELM DETAIL 2-9
J. CEMENT CONCRETE SIDEWALK PER CITY OF YELM DETAK 1-11 (TYP.)
4. STREET TREE PER CITY OF YELM DESIGN STANDARDS (TYP. 4)
5. CEMENT CONCRETE CURBING PER CITY OF YELM DETAIL 2-13 (TYR)
6. RI6HT--OF-WAY LANDSCAPING PER CITY YELM DESIGN STANDARDS (TYP.)
7. EXISTING STRUCTURE TO REMAIN (SEPARATE BLDG. PERMIT FOR IMPROVEMENTS)
8. HOT MIX ASPHALT PARKING LOT SEE DETAIL THIS SHEET
9. STORMWAIER RETENTION POND. SEE CG -01
10. 6' TALL WOOD FENCE (TYP.). 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 (TYP.) WHITE PAINT SHALL MEET THE REQUIREMENTS OF
SECTION 8-22.2 & 9-34 OF THE WSDOT STANDARD SPECIFICATIONS To (2) COATS
OF PAINT (MIN.)
14, 4" WIDE DIAGONAL STRIPING 0 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 MDE x ONE (1) FOOT THICK QUARRY SPALL SPILLWAY
19. 6' TALL CHAIN LINE FENCE AND SECURITY GATT:. COORDWATE KITH OWER ON
SPECIFICATIONS
=BEGRAWED
20. PARKING LOT LIGHTING SHALL BE MOUNTED ON SIDE OFBESUNCO COMMERCIAL GRADE LED WALL PACKS. MODEL NK OREQUIVALENT EQUAL IF SUBSTITUTION IS REQUESTED APED BY
CITY OF YEW BUILDING DEPT.
(WSDOT SPEC)
Ir CSBC (WSDOT SPEC)
ON-SITE ASPHALT PAVEMENT SECTION
NTS
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HOES:
1. EXPANSION JMT 41ATERIAL N BE 3/8' THICK PR2AI01.10
JOINT FILLER RILL WJGCS$ OF ONNOiETE.
2 FORM AND $L%GKACE NSPECRON REBWREO BEFORE
POURING COMMIT:
CITY OF YELM
7. SOW MARKS MALL BE t1/8" WAGE BY 3H/4• DEEP, FOR
SMEYIMAS OVER K IN WIDTH, A LONGITWINAL 9004E
O Pi. Of PUBLIC WORKS
MNHN SNAIL K NAIL "`"d LENTO of was
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4. EIPANSKN JOINTS SHALL BE INSTALLED N CIMS AND
OOTTEN AND N SKIS AIX AT PC ALM PT AT ALL OW 09
SIDEWALK
REMRNS MANSIOI JOINTS SNAIL BE P"M N
SIDEW K AT SAME LOLAIWNS AS THOSE A
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ODTTE6. UNEESS OTHERWISE ORECTEO BY *am.
PUBLIC QUARKS DIREOYOR OATS ( 2- i
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°x -C 1-_I: I C I 10/3/94
1/2'
sEcno 0 8 AAOXVY
* RED. T WIN E
REO. TO 12:1 E 8•
,yW SLOPE OF 1x:1 SECTCN S -B
A9 RED*
SEE NOTE I
HECIAWORDm BASIC DRIVE: Y
APPROACH AWf1H4
� K"AL
ONE-WAY 101. 15 20'
TOC WAY 10' 30' 40'
NOTES
e. Y#HERE APPROACH EXCEED' 14` MOTH A RWLL.
DEPTH EXPANSION JOINT SHALL BE PLACED
LIXWITUDINALLY• CENTERED IN THE APPROACH.
2 FORW AND SOSOWE INSPECTION ARE RCOURED
BEFORE P"NG CONCRETE.
3. ,REFER TO SECTION 48.140, YELM OEAELOPMHONT
CADELINES.
(PE 11
CCNCRE
tUTTLRTIE
ELM
CEPT IO. PUBLIC VMKS.
CEMENT CONCRETE
APPROACH
APPROTEOr1WO, ND,
PUBLIC;wS OEM DATE 2-9
DE5. I IMN,
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BOTTOM OF SWALE OR POND -
r
QUARRY SPALL SPILLWAY DETAIL
NTS
BIORETENTION SOIL MIX,
50$-60x CLEAN SAND PER ASTM C-33
20% JO% LEAF COMPOST
20%JO% TOP SOIL
CLAY CONTENT SHALL BE LESS 7HAN 5%
346.0 346.0
MAX -WATER SURFACE:341.50-
EXIST GRADE FINISHED GRADE
344.0-........ ;. l�.- ........... _344.0
342.0.............
......... -342.0
340.0 .............
• • • • • • • • • • - 340.0
338A- ...............
336.0
H: I
0 20 40
SCALE IN FEET
18' DEPTH
-BIORETENTION
SOIL MIX
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V; I
0 2 4
SCALE IN FEET
ON-SITE RETENTION POND CROSS-SECTION
NTS
336.0
I I
0 20 40
SCALE IN FEET
® 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 STORMWAIER MANAGEMENT MANUAL FOR WESTERN
WASHINGTON: SEE DETAIL THIS SHEET
3. 6' STORM PIPING: CONNECT FROM ROOF DOWNSPOUTS TO BELOW -GRADE DOWNSPOUT
INRLTRA77ON TRENCH (TTP.)
4. STEP SYSTEM: SEE OT -01
5, WATER SERVICE LINE SEE UT -01
NOTE: ALL SPOT ELEVATIONS ARE LOCATED AT THE FLOW UNE
OF THE 7RAFFTC CURB, THICKENED EDGE OR EXTRUDED CURB
UNLESS OTHERWISE NOIW..
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CRAWL SPACE GRADE. INSTALL \//,\ STORM PIPE, INSTALL FITTING AS 'n
VAPOR BARRIER AND CAPILLARY (%/\\/// \� REQUIRED
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__ ----- 14&26' __ __
___-OH_____OH ___OH_____OHOH__SF-rG�j.33.T5C`8H_____ q. l__ _pH _____oH__ __ „0H_____OH____ p
i. INSTALL 5 LF OF 4" ASTM D 3034 SDR 35 Ply
,� O >i X—X—X—X—X� —X—x .SEWER PIPE SLOPE=0.02 FT/FT (MIN.)
2. INSTALL 4" CLEANOUT AND CONNECT TO S. T.E.P.
-_- Ly----- G_1__.O_____G_____p__--- a W I TANK PER CITY OFYELM SID. DETAIL 5-7.SEE
K ; K I DETAIL THIS SHEET.
H 2 " I 3. INSTALL 1,500 GALLON STEP. TANK WITH SIMPLEX
' d - _ V 3 -d- " - - - - - I PUMP (CLASS 1, DIV 1), FLOATS AND CONTROLS
d h' T-1 `* ` \ \;\\ G\\\ \ w�\ �\ I ( PER CITY OF MM SID. DETAILS 5-9, 5-11, 5-14,
d •� $ 5-17, AND 5-18., SEE THIS SHEET & UT -02.
dd y4
EXISTING STRUCTURE a' I 4. INSTALL ADDITIONAL 1' SERVICE CONNECTION AND i"
(
s 5• 31 SERVICE BOX TO EXISTING SS SERVICE PER CITY OF .
d / � FFE;343.55 YELM SID. DETAIL 5-2: (CONTRACTOR TO FIELD
X m VERIFY).
I^ 5. INSTALL STE.P. PUMP CONTROL PANEL, INCLUDING
4 ~ • -• � � `_ •=• • •• .• \ K ALL TURING, PER CITY OF MM SID. DETAILS 5-4,
1I = 5-5, 5-6 AND 5-7: CONTRACTOR SHALL
COORDINATE LOCATION OF PANEL WITH OVER,
,4 I CONTRACTOR SHALL VERIFY ELECTRICAL
ii REQUIREMENTS PRIOR TO ORDERING EQUIPMENT.
6 INSINSTALLATION OF PMPL WRING AND &CONDUITREQUIRED �
UMP CONTROLLER
7. NEW 2" HD POLYETHYLENE CLASS 200 WATER
K I SERVICE
8. CONNECT TO EXISTING WATER METER PER CITY OF
` -D9 _ 7 _ _ — _ __ __ —_� / YELM DESIGN STANDARDS.
N1' 32' 33.15"E ' 9. RELOCATE THE EXISTING RPBA FROM THE PROPOSED
l W 7 i ✓ PARKING AREA TO BEHIND THE EXISTING WATER
----------------------.212.44'---------------- i
- _ _ _ _ _ _ _ _ - - METER LOCATED AT SE COINER OF THE PROPERLY.
i
SEE 1fLM STD. DETAIL 4-17). IF ELECTRICAL
POWER IS REQUIRED FOR ENCLOSURE CONTRACTOR
! / ! ! /�---------------------------------------- -- TOEXTEND POKER TONEW LOCATION.
��-�'--------------
/
tOMNG WINE
CiTY OF YEI NIAPPR9YEp BY DWG. N0.
TYPICAL DOUBLE SERVICE PuBUC WORKY5
DIRECTOR DATE
Ps2
CONNECTION IGES.WKD 16N11LIHD 1( 06NN IDA IG%2619AV
USE I' UNION TO CONNECT 1ES -
/ ! APARATUS FOR PRESb17RE TESTING SERVICE
/ _ t
AND SIPHON VALK -
18' AIN RISER HEIGHT TYPICAL YOUTH ALL
NCH-IRATFIC "TNG TANKS, 24' MAX
UNLESS DETERMINED BY CIT,
Q3HKANRNY Alq � t✓/ ///!// II
OBMNkNItlN S3FIA0 - - LEAVE ALL MME TO ALLOW FOR
P
REMOVAL�
tdHSWW 20 30S I ELECTRICAL SPLICE BOX NAL CORD GRIPS ALL
o CONNECTIONS SHALL BE NATE WITH HEAT
SHRINK BT7 CONNECTORS
4i rs
24• PVC RIO IUM 10' FROM TOP'OOF RISER 7D AWAY FROM -,
14 MOE UTI � 9 OF EL£C'IAICAL OONOU7
ANNE
_ F
� 6
.m
CfTY OF YELM p]F APPRDMU BY OWv. NO.
TYPICAL CONNECTION g PUB C NTRKS DIR�CT�OYR DATE OAiE�l
LHOES.MKO IOANYLKD 106. 1OJ2019 �.
INStALL CASE BY CAS�,1-1
�,g U�1• GiPi I ]
ONE MAY
SICEPNG
INLET 'T'
BICE
N
TOM-,
FIBFROM LID NIN
STAINLESS STEEL
SOREWS AND
NEOPRENE CASKET
1" CAAPVC HOSE AND
VALVE ASSEMBLY ORIENT
DOLL VALVE AS SHOWN.
BALL VALVE SHALL BE
WITHIN 1Z' BELOW IID
yrr�ySSX95DD IAA RIBBED PVC
/
NEOPRENE
NIM
NEOR
/ RENE CROWICTB
1 TONING WIRE - INSTALL
IN MSIR
R EFFLUEN DISCHARGE
2 -PARI EPDXY OR APPROVED
EQUAL DSC OF M4U RISER
TANK ADAPROR FOR CONCRETE
TAWS
—Y PVC FLOAT ASSENDLY
AS SEP BY CIT OF YELM
DIA. KET HOLES
AROUND PERIMETER OF VAULT
4' INA. TWO FLOW INDUCER
IPVC. BOTUBE
THE MAHA L FON DUPLEX AND CLASS T DIMM T P.10 0511 OSI PUO° 'NTN
NSTALLARONS WILL. VARY. THE CONTRACTOR SHALL, MOST SQ TNAEER CABLE ANO
HE N7ENT OF THE INSTALTATION 'WOUIBEMENTS SHOML TNI 1/0' BY-PASS ORIFICE
THE TYPICAL STEP INSTALLATION.. IN THE DABSNARCE HEAD
I jr'n�}y l� Y Lm I APPROVED BY DMD._N�o.
TYPICAL
1,2 541,5p i L. RESIDENTIALI PUAUC r1CRKS DIRE -CM, DAZE I —
CONCRETETAN'INSTALLATIONI m P"'>tTD_ F747,uN IuATo/xD1D
GENERAL NOTES WATERMAIN INSTALLATION:
A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE PATH CITY OF YELN 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 PRECONSIRUCOI 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 ME£iIN&
G WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATKANS:
1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4INCHES). PIPE MATERIAL SHALL BE PVC 1120, PVT; 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
9-30.1(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 WSOOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A.
3. 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 NTH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX-INCH FIRE
HYDRANT Spools SHALL BE CLASS 52.
D. GATE VALVES SHALL BE RESILIENT WEDGE NRS (NON RISING STEM) WITH O -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 NTH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER
SHALL BE PLASTIC NON-810DEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD
METAL DETECTOR. TAPE SHALL BE TERRA TAPE b" 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 3-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 NTH MUTCO.
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 SHUIDOWN. WHERE CONNECTIONS REQUIRE FIELD VERIFICATION, CONNECTION POINTS
WILL BE EXPOSED BY CON7RACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES
M. AT ANY CONNECTION TO AN EXISTING UNE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED 7O 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 PROECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST"
PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED, ALL 17EMS OF WORK SHOWN ON THESE PLANS SHALL BE
COMPLETED TO THE SA71SFAC77OI 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 SPEOFICA71ONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION
P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE
FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/CTR OMISSIONS ON THESE PLANS
CIE OR
1 --N' AIN.
g
FLOW 0 '
2' CONCRETE TO BUWBING OR
ua
RICE sl.. ORANL BASE PAD FMALTIGI SYSTEM
1. SERVICE WFE
WBENO 12" TTOCIN
2
S UNION
4. INURE
5. w-lOFF VALVE c� GENERAL Nola
A.YL4
4. gWILY& (R5H.S. APPRMP) A lHCRO ICHIY FLUSH LEES PTOOR 10 NSTAILAACtL D.
T. RELIEF VALVE OLVAM OF PPE AND FlS m m
& TESTS COCKS C. INTER TO CEygaPYENT GUIDTTNES SECTION 0.110 FOR
9. DWI 10 DAMUM7 FURTHER INFORMAH00,
HLPLUG5 N TCSC OOCKS O. DD UNIT INSTALL N AREA SU&ECT TO FLOWING.
Y f Yff�! 2:w::,GH,,,TR
EMO.NOREDUCED P E U EACKFLOW ASSEMBLY FOR 7 OR; SMALLER o F'WNNFUY F`Dsr HOME
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UT -01
EXTEND SERVICE LINE
2'I BACK !IFF
�AtX� rPICAk
W
SIDEWALK
TONING WRE
VANE BOX (2)
I' K& SWING
CHECK VALVE
1' KB BALL
VALVE
OOMNECAON MAGE WITH HEAT
2' x 1' x 1` TEE
SHRIEK BUTT CANLECTORS OR OBY
TEE
UNDERGROUND SPLICE KITS
BUSHINGS
CURB
2" SERVICE WINE
2' KD SWING
CHECK VALVE
'iy
INSTALL TEE OR TAPPING
5AGE LE (RCWIAC) OR EQUAL
AS APPROVED IBV THE CITY
2' KBIC
QF YELM
BALL VALVE
tOMNG WINE
CiTY OF YEI NIAPPR9YEp BY DWG. N0.
TYPICAL DOUBLE SERVICE PuBUC WORKY5
DIRECTOR DATE
Ps2
CONNECTION IGES.WKD 16N11LIHD 1( 06NN IDA IG%2619AV
USE I' UNION TO CONNECT 1ES -
/ ! APARATUS FOR PRESb17RE TESTING SERVICE
/ _ t
AND SIPHON VALK -
18' AIN RISER HEIGHT TYPICAL YOUTH ALL
NCH-IRATFIC "TNG TANKS, 24' MAX
UNLESS DETERMINED BY CIT,
Q3HKANRNY Alq � t✓/ ///!// II
OBMNkNItlN S3FIA0 - - LEAVE ALL MME TO ALLOW FOR
P
REMOVAL�
tdHSWW 20 30S I ELECTRICAL SPLICE BOX NAL CORD GRIPS ALL
o CONNECTIONS SHALL BE NATE WITH HEAT
SHRINK BT7 CONNECTORS
4i rs
24• PVC RIO IUM 10' FROM TOP'OOF RISER 7D AWAY FROM -,
14 MOE UTI � 9 OF EL£C'IAICAL OONOU7
ANNE
_ F
� 6
.m
CfTY OF YELM p]F APPRDMU BY OWv. NO.
TYPICAL CONNECTION g PUB C NTRKS DIR�CT�OYR DATE OAiE�l
LHOES.MKO IOANYLKD 106. 1OJ2019 �.
INStALL CASE BY CAS�,1-1
�,g U�1• GiPi I ]
ONE MAY
SICEPNG
INLET 'T'
BICE
N
TOM-,
FIBFROM LID NIN
STAINLESS STEEL
SOREWS AND
NEOPRENE CASKET
1" CAAPVC HOSE AND
VALVE ASSEMBLY ORIENT
DOLL VALVE AS SHOWN.
BALL VALVE SHALL BE
WITHIN 1Z' BELOW IID
yrr�ySSX95DD IAA RIBBED PVC
/
NEOPRENE
NIM
NEOR
/ RENE CROWICTB
1 TONING WIRE - INSTALL
IN MSIR
R EFFLUEN DISCHARGE
2 -PARI EPDXY OR APPROVED
EQUAL DSC OF M4U RISER
TANK ADAPROR FOR CONCRETE
TAWS
—Y PVC FLOAT ASSENDLY
AS SEP BY CIT OF YELM
DIA. KET HOLES
AROUND PERIMETER OF VAULT
4' INA. TWO FLOW INDUCER
IPVC. BOTUBE
THE MAHA L FON DUPLEX AND CLASS T DIMM T P.10 0511 OSI PUO° 'NTN
NSTALLARONS WILL. VARY. THE CONTRACTOR SHALL, MOST SQ TNAEER CABLE ANO
HE N7ENT OF THE INSTALTATION 'WOUIBEMENTS SHOML TNI 1/0' BY-PASS ORIFICE
THE TYPICAL STEP INSTALLATION.. IN THE DABSNARCE HEAD
I jr'n�}y l� Y Lm I APPROVED BY DMD._N�o.
TYPICAL
1,2 541,5p i L. RESIDENTIALI PUAUC r1CRKS DIRE -CM, DAZE I —
CONCRETETAN'INSTALLATIONI m P"'>tTD_ F747,uN IuATo/xD1D
GENERAL NOTES WATERMAIN INSTALLATION:
A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE PATH CITY OF YELN 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 PRECONSIRUCOI 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 ME£iIN&
G WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATKANS:
1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4INCHES). PIPE MATERIAL SHALL BE PVC 1120, PVT; 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
9-30.1(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 WSOOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A.
3. 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 NTH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX-INCH FIRE
HYDRANT Spools SHALL BE CLASS 52.
D. GATE VALVES SHALL BE RESILIENT WEDGE NRS (NON RISING STEM) WITH O -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 NTH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER
SHALL BE PLASTIC NON-810DEGRADABLE, METAL CORE OR BACKING MARKED WATER 2- INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD
METAL DETECTOR. TAPE SHALL BE TERRA TAPE b" 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 3-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 NTH MUTCO.
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 SHUIDOWN. WHERE CONNECTIONS REQUIRE FIELD VERIFICATION, CONNECTION POINTS
WILL BE EXPOSED BY CON7RACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUT -DOWN NOTICES
M. AT ANY CONNECTION TO AN EXISTING UNE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED 7O 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 PROECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST"
PREPARED BY THE CITYS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED, ALL 17EMS OF WORK SHOWN ON THESE PLANS SHALL BE
COMPLETED TO THE SA71SFAC77OI 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 SPEOFICA71ONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION
P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPERS ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE
FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/CTR OMISSIONS ON THESE PLANS
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SHEET NO.
5OF6
UT -01
GENERAL NOTES SANITARY SEWER MAIN. INSTALLATION:
A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF MM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF
WASHINGTON STANDARD S-EQFICA77ONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUC77ON (WSDOT/APWA).
B. ALL APPROVALS AND PERMITS REWIRED 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 PRECONSTRUCAON MEETING SHALL BE HELD WITH THE CITY OF MY PRIOR TO THE START OF CONSTRUCRON.
E THE CITY OF MIN 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 TIME OF THE TAP.
F, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCA77ON AND PRO7EC7TON OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONS7RUCR0N BY CALLING THE UNDERGROUND LOCATE LIVE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO
ANY EXCAVATION.
G SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WiIH FLEXIBLE GASKETED OR SOLVENT WELD MALTS
H. ALL PLAS77C 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' 1011CH 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 CFF" AT VALVE BODY. TAPE SHALL BE TERRA TAPE b' OR APPROVED EQUAL THE TAPE
AND HIRE SHALL BE FURNISHED BY THE CONTRACTOR.
I. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH COAMAUOUS TRACER TAPE INSTALLED 12 ABOVE THE BURIED POWER. THE MARKER
SHALL BE PLASTIC NON-BIODEGRADABLF; METAL CORE BACKING MARKED POWER. TAPE SHALL BE FURNISHED BY CONTRACTOR.
d BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND CCMlPAC71ON 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. 7EWPORARY STREET PATCHING SHALL BE PROVIDED BY
PLACEMENT AND COMPACTION OF 2 INCH MiNIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS
REWIRED. ENGINEERING SPECIFICATIONS AND STANDARD DETAILS - 12/09/2019 5
L EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CtONSIRUCTION TO PREVENT INFILIRARON 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 (MUTCO) AS REQUIRED.
N IT SHALL BE THE RES4ON5/91LITY 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 YEW,
P. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE 417H THE ABOVE -REFERENCED SPECIFICATION FOR TESTING WATER MAINS (SEE
NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED W THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN
SERVICE
Q. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECIEO AND APPROVED BY THE CITY OF am.. 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
CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY OF MM FOR THE REQUIRED INSPECTIONS
R. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5- FEET FROM 70P OF PANEL TO FINISH GRADE, UNLESS 0114ERWiSE
AUTHORIZED BY THE CITY OF YOM.
S IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE 'ON-OFF' SWITCH CONTROLLING POWER
TO W PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL 15031-0 RAYN777E SINGLE GANG WEATHERPROOF COVER 1.406'
DIAMETER
TABLE FOR Few IME RIM1
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--
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T. INSPECTIONS FOR ONSITE STEP INSTALLATIOL4S ARE REWIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION " `
ITEMS NEEDING INSPECTI(M! ARE: 1. TANK INSTALLATION, IE,• BEDDING AND LOCATION 2. TANK /NFlLiRATI17N, EXFlL]RATION TEST J. SS PRESSURE TEST TYPICAL PUMP CONTROL PANEL ° WAT11Ns LTPc— DA
DwTE
4. SERVICE LINE PRESSURE TEST 5. FINAL INSPEC71XJ 0 1AK0 WO
U ALL POSTS USED TO SUPPORT PUMP CONTROL. PANELS MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL
WATM EMT CAP .,- nNISHED ORAD: ter"" WATER DCHT GRP
14 4AUGE TOHNG TARE 1.
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PAMELaOtN PVC CGFI7LYT NOT DPPEO 314' Pvc SHDlR �O°R�CONTTROLGSGONNECI a�I.... CALVAUW26D UMSTRUTSFIRILESS $liEi TWOOR EQUAL AS pSOONE'HESE STRAPS ASAPPROIEa +TT 771E REQURED TO SECUT.EATTACH CONDUIT TO DIRECTOR OR Hli/HEROD COFWIT TO WALLUISIRUT O 11E9k1ER. ELECTRICALUIN5IRUT OR MET SILH STWO RO5 ,rGCNCRETE UTNE RRHOSl TWa NCLE / e FASTING OROINN LINGER HOJSE ,.-E10SaN0 I OR7oCf , pANDUIT TO A'
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70 STEP."'-- -Tf3b IANC
TANK @`
TO NEW STEP TANK N016: J Z
EIECTMCAL PANEL �. L NAW OWTROL PANS. DOOR SHALL OPEN
IT COAPLETDLY FOR FULL ACCESS TO 1190E OF PAR0. ofW
A 2 LOCATION OCHER THAN GARAGE WNL OR REMOTE Ir_ w 5
POST WILL RE CONSIDERED ON A CASE BY CASE w ,n
BASIS. Q V
T GSCONNECI C04ER SHALL HE 5031-0 S DISCONNECT CM SHALL BE 5031-0 RAYNTDE Q O
RAW TATE SME CANO WEATHFRIW SINGE GANG WEATHER PROOF DIMER 1.406° N J
Oa1ER 1AW DIAMETER, OUMETERLU LII
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CONTROL PANEL INSTALLATION AND N""'um FT"'uHaT IDA o12mI INSTAiLATION ON E=KISTING I♦OUSE f :S;- p °A a/aoe Z Z Q
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ENGINEER .:. • ORApE B1RY TONING WIRE, Y' -a" ORENW TENS,PvD RISER. v
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o .p
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VlU\ �
rl,250GAN"_yl�,WGALL0NPGW C ®s uiNrcYaa A. pW0 1Q FLOAT SETTING VAULT Ih1ENfiIQP15 aa°uc w so- ereM DAre pWG r- 3 CITY i F fELT1 Ap
P Bucell�WanKs Lgt€cTDR aAr€ oxG.5.17 APPRo+Ea sr clic. 18
/�W °ATE CONCRETE TANK BEDDING PUBLIC WRKs Dr 17r. DIII
40 CONCRETE STEP TANKS I°ESMKD I�MkD I DMN °A1uI7oIW _ _ FOR SIMPLEX PUMPVAULT HESS I°�"Mm I"LUNA o}2mW K aA1T6f1 ° RISER �NCN-TRAFFIC RATED) °A1a/2mv
SHEET NO.
60F6
UT -02