C000GENERAL NOTES (WATER MP1N IVSTALATIDNI
1. RLL Y70dKMRNSNIP RND MATERIAL SHALL BE IN ACCORDANCE WITH Gtt
OF YELM STRNDARDS RND THE MOST CURRENT COPY o= "HE STATE OF
Ih'ASHINGTON STRNDRRD SPcCIFICRTIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION.
2 NL WORK IN Gtt RIGHT 0`-WAY REOCIRES R PERMIT FROM THE CIP
OF YEDd PRIOR i0 ANY WORd COMMENCING, THE GENERAL CONTRACTOR
SHRLL RRRRNGE FOR A PRECONSTRUCTION MEETING 0 BE ATTENDED BY
ALL MAJOR CONTRACTORS, RPPRESENTAINES 5 INVOLVED IITIUTIES, ANO
1HE Cltt OF YELM. CON-4Ci THE COMMUNItt C<~VELCPMEIJT ~PRRTMENi
4T (3&0) 468-3836 i0 SCHEDULE THE ME~IVG, iNE CONTRACTOR IS
RESPONSIBLE i0 HAVE A S_i Of APPROVED PLANS A- THE MEETING,
3. WRTER MANS SHAli MEET tHE FOLOMIING TPFOIBCRTIONS:
POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PI°E MATERIAL
SHRLL BE PVC 1120, PVC 1220, OR PVC 2120, ANO HRVE MINIMUM V4RL
1HICKNESS EpURL TO OR LESS THAN THE STRNCAFD DIMENSION RATIO
(SDR) OF 21, AND MEET THE REpUIREMENTS OF WSDOT STANDARD
SPECIFICATIONS SECTION 9- 30, 1(S)B.
POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHRLL MEET
THE REOLIREMENTS OF R'WWA C90C, CLASS 160 'LABEL THICKNESS EOUIL
TO OR GBEATER THNJ THE SDR OF 18, RND MEET THE REpUIREMENTS IX=
WSDOT STRNDRRD SPECIFICPTONS S~'IIOV 9-3D.1(5)A.
POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET
THE REpCIREMENIS OF kWWA C905 WALL THICKNESS EOURL i0 OR LESS
THAN THE SJR o< 18.
Dl1CTILE IRON PIPE (DIP): GAP SHRLL CONFORM TO AIKNA G 15' CASS
50 OR GREATER, RND SHALL BE t~16-INCH CEMENT LINED AND SEALED
w Acr~RDANCE WHF ANSUAWWA CIO4/x21.4-sD, ANO MEET ;HE
REQUIREMENTS OF V4SDOi STANDARC SPECIFICATIONS SECTION 9-30.2.(1).
SIN-INCH FIRE NYDPANT SPOOLS SNAL''~ BE CLASS S2.
4. GATE VALVES SHA'.L 3E RESILIENT M'EDGE, NRS (NON RISING STESQ
WITH 0-RINuS SEALS. Vf~VE ENDS SHALL BE MECNPNICAL JOINT OR ~4NS1
RANGES. VALVES SHRLL CONFORM -0 AWVIA 309-BC. VALVES SHRLL BE
MUELLER, M & 9, KENNEDY, GLOW R/W OR WRTEROCS SERIES 500,
~ISTIVG VRLVES TO BE OPER4TED DY CITY Eh9PLOYEES ON'_Y.
5. HYDRANTS SHALL BE Aa & N RELIANT S1YLf 929 OR 129, MUELLER
CENTURION, OR CiOW MEDRlION. h1'DRNJTS SHRLL BE 6PGGED UNTIL
SYSTEM IS RPPROVED.
&. ALL ONES SHALL BE CNLORINAT`G AND TESTED IN CONFORMANCE N9TH
THE ABOVE REFERENCEC SPECIFICRTION (NOTE 1).
3/00 6-3
T. Au P PE ANO sERmGES sHA<L BE msTAUEO WITH coNnNUOUs
iRACE.R TAPE INSTRLLED 12' TO 18" UNDER THE INRL GROUND SURFACE.
THE MARKER SHRLL BE PLASTIC NON-EIODEGRADABLE, METRE CORE DR
BACKING MARKED WATER 2-INCH-WIDE MINIMUM, N'NICH CAN BE DETECTED
3Y A STRNDRRD METRL DRECTOR. TAPE SHALL BE TERRA TAPE D' OR
RPPROVED EpURL. IN ADDITION TO TRRCER TRPE, INSTRLL i4 GAUGE
'HEAVi 9DNY DIRECT BURY COR7=D COPPER WIRE (PAIGE "UF" SIPIGLE
CONDUCTOR OR EOUAL), WRRPPED AROUND THE PIPE, BROUGHT UP AND
TIED CFF RT VP,LVE BODY ALL WIRE CONVECTIONS SHALL USE WIRE NUTS
AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR RPPROVED E4JRL.
RU. LOCATOR WIRE POR SERVICE PIPE SHRLL BE CONNECTED TO THE
LO~TOR WIRE ON THE WRTER MRIN.
8. PROVIDE TRRFFlC CONT20 PLRN(S) AS REQUIRED IN RCCORORNC_ WITH
MUTCD.
9. P'L WRTER MRINS SHRLL BF STAKED FOR GRADES AND WGNMENi BY
AN ENGINEERING OR SURVEYING FIRM CAPRBLE OF PERFORMING SLCN
WORK.
10. RLL SERVICE FINE LGCRTICNS SHRLL BE MRRKED ON THE FACE OF
THE CURB WITH AN EM3CSS D 14 '/4 INCF: IN 0 COYCHETE.
'.1. CA1L UIJCERGROUND LOCATE P 900-424 555a A PEDlIMUM -F CB
HOURS PRIOR i0 AVY ERCAVATIONS.
12. THE CITY '7IILL BE GIVE4 72 HOURS NOTICE PRIOR TO SCHEDULING A
SHUIDOWN. WHERE CONVECTIONS REpUIRE "FIELD VERIFCRI!CN",
WNNECTION FOIN S WILL B- EXPOSED BY CONTRACTOR RND RiFNGS
VERIFIED 4B FOURS PRIOR i0 DISTRIBUTING SHUT-DOWN NOTICES
13. RT RNY CONNECION TC AN EXISTING LINE WHERE R NEW VALVE IS
NCT INSTRIlED, -HE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY
STANDARDS PR-0R TO CONNECTION. I* RN EXISTING VRLVE FRIES TO PASS
THE TEST, THE CONTRACTOR SHRLL MAKE -HE NECESSRRY PROVISIONS i0
TEST THE NEW UNE PRIOR TO CONNECTION i0 T{ EXISTING SYSTEM OR
INSTRLL A NEW VRLVE.
14. RF<ER COMPLELION OF RLL ITJJS SHOWN CN THESE P_MIS AND
6EF03E RCCEPTRNCE OF T1E PROJECT, iNE CONTPACTOR SHRLL OBTAIN R
"OUNCH LIST" PF=PARED EY THE CITY'S INSPCTC9 DETAIp~VG REMAINING
ITEMS OF VVCRK TO BE COMPLETED, FLL ITEMS DF WORH SHOWN ON
THESE PANS SHALL BE COMPLIED i0 THE SRTiSFACTON OF THE CITY
PPoOR i0 ACCEPTANCE 0= 7HE hVAiER SYSTEM RND PROVISION OF
SANITARY SPBER SER`lICE.
15. A COPY OF iNESB NPPROVED PL4N5 RND APPJCRBLE CITY
DEVELOPER SPECIFICATIONS RND DETRILS SHALL BE ONSITE DURING
CCNS'RUCiION.
16. P~,NY REVISIONS MRDE TO THESE PLANS MUST BE REVIEWED BY ihE
CEVELOFER'S ENGINEER AND TH. CIPI OF YELM PRIOR TO RNY
Id,NLEMENTATION IN THE FIELD. THE Cltt SHAM NOi BE RESPONSIBLE FOR
ANY ERRORS ANC/OR OMISSIONS ON THESE PANS
SW 1~4 SEC 19, T 17 N, R 2 E, W.M.
GENERAL NOTES (SANITARY SEVIER MAN INSTPL<AiIOM
1. Rll I40RKMRNSNIP AVD MATERIRLS SHRLL BE IN ACCORDANCE WITH
CITY OF YELM STANDARDS RND THE MOST CUFREIJT COPY OF TH= STA"E
OF WRSNINGTON STRNDRRD SPECI=ICATIONS FOR RGRD, BRIDGE AND
MuNIaPAL GoNSTRUG-ION (WsoDT/a wA).
2 All APPROVALS AND PERMITS REQUIRED BY 1FE CITY CF YELM SHRLL
BE OBTAINED BY DHE C-NiRRCiOR PRIOR TO THE START OF
coNSTeJCncN.
3, MOT LSE.
4. A PRECONSTRAlION ME ~IMG SH,SII BE HELC N'ITH THE Cltt OF
YEIJd PRIOR i0 THE START OF CONSTRUCTION,
5. THE CN° OF YELM 5141 DE NOFFIED R MINIMUM OF 48 HOURS IN
W)VRNCE OF A RP CONNECTION 0 AN FISTING MAIN, A CITY
REP,RESENTRTIVE SHRLL BE PRESENT Ai THE TIME OF THE TRP,
6. THE CONTRACTOR SHAH BE FULLY RESPONSIBLE F-07 THE LOCATION
AND PROTECTION OF RLL EXISTING UTILITIES. THE CDNTRACTCR SHRLL
VERIFY ALL UTIJtt LOCRTIONS PRIOR TO CONSTRUCTION B" CALLING THE
UNDEFGROUND _OCATE UNE AT 1-8C0-424-5555 N MINIMJh1 OF 48
HOURS PRIOR TO NM EXCFVATION
1. SICE SEWER SERMCES SHALL BE P'JC, RS`M D 3034 SCR 35 WITH
FLEX?BEE GRSKEIEC OR SOLVENT WELD JOINTS
8. RLL PViSTIC PPE RND Sl2VICES SHALL, BE INST4LLE- WDH
CONTINUOUS 1RRCER TRPE INSTNLLED 12" TO ".8" UNDER THE
PROPOSED FINISHED SUBGRADE THE MARKER SNAl BE PLNSTIC
NON-BIODEGRADRBL. MELAL CORE OR BRCMING MRRKED SEWER WHICH
CAN BE DEFECTED BY A STRNDRRD METAL CETECTOR IN RD)I110N, STEP
SYSTEMS, AND FORCE MRINS SHP1L BE INSTALLED W'ITN 14 GAUGE
DiRECP-BURY RRTED COPPER WIRE WRAPPEC AROUND RLL PLASTIC PIPE;
BROUGHT OP AND TIED Off Ai VANE BO)Y. TAPE SHAH 9E TERRA
TREE "D" OR APPROVED EpURL THE iA~E qND I41RE SHALL BE
FJRNISHED BY THE CONTRACTOR
9 RLL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALtF_C WITH
COMINL'OUS 1RACER iP~PE INSTALLED i2" ABWE THE BURIED POWER
THE M~4RKER SHRLL BE FUISTfC VON-BIODEGRADABLE, MEigL CORE
BRCKING MRRKED "POWER". TRPE SHRLL BE FURNISHED BY CONTRACTOR.
10, BEDDING OF 1NE SEIYER MRIN AND COMRECTION 0= THE BACKFIIL
MRIERIAL SHALL BE RECUIRED 16 ACCORDANCB WITd THE ABOVE
MENNONEO sPEDIFICaNON SEE NOTE .L).
11, iEMPOP,ARY STREET PATCHING SHALL BE AL10h'LD FOR AS
APPROVED BY THE GIP' ENGINEER. TEMPORRRY STREET PAIOHING SHRLL
BE PROVIDED BY PL4G_MENi AND COIMPACTION OF 2 INCH MP~WWIUM
ASPHRIT CONCRETE COLD MIN.. CONTRACTOR SHRLL BE RESPONSIBLE
FOR MANTEVRNCE AS REpUIRED.
72 EROSION CONTROL MEPSDRES SHALL BE TAKEN BA TdE CONTRACTOR
DURING, COVSTRUCTICN TO PRNENT . INFILTRRLON O~ EN'~STING AND
PROPOSE] STORM DRRINRGE SACILITIES RND ROADWAY;
13, FROflDE, TRAFFIC CONTROL PAN(S) IN RCCOFDRNCE WI`,N THE
MANUAL ON UNIFORM TRAF?IC CONTROL DEVICCS (MUTCD) RS HEOWRED.
14, IT SIIN1 AE THE RESPONSIBIIJIY' 0= THE CONTRACTOR TO HRVE R
COPY OB 1HESE APPROVED PL4NS ON. CONSiRJCTICN SITE AT RLL
'INFS.
15, RM' CIIAJGES TO iNE DESIGN SHRLL FIRST 9E REVIEWED FND
APP30VED BY iNE CITY OF YEU,I.
i6. ALL S,EP MRINS SHRLL BE HYDROSTAP~C A LY TESTED IN
CONFORMANCE WITH THE ABOdE R FEREVCED SFECIFICA ION FOR
-ESNNu WATER MANS, (srE MOTE 1) ¢N Ar~LION ALt. sTEP MAINS
SHRLL BE PIGGED~CLFANED N ~HE PR SENC` OF THE CITY INSPECTOR
PRIOR i0 PLACING STEP IvMIN IN SERVICE,
11, PRIOR TO BACKFIIl RLL MANS 'RND APPURTENRNCES SHRLL BE
INS°ECTED AND APPROVED BY THE, CITY OF YELM, APPROVRL SHRLL
NOT RELIEVE THE CONTRACTO4 FOk CORRECTION OF RNY DEFICIENCIES
RNO/aR FAIwRES as oErERMIN~ ev sues-DD:Nr TESTING aNo
INSRECiIONS. IT SHALL BE liE CONTRACiOHS RESPONSIB1LItt TO
NOTIFY' THE CITY Q= YELM FOR liE REQUIRED INSPEC110NS.
1B. PUMP CONTROL PANELS SHR~.L BE LOCATED ON GARRGE WALL OR
REMOTE POST, UNLESS OTHERWISE AUOiORIlfD DY THE CITY 0=YELM.
19. IN THE EVENT THAT THE DEPARTMENT CF ABOR AND INDUSTRIES
OR THE Cltt SHOULC REpUIRE R SEPARRTE "ON-OFF SWITCH
CONTR011Nu'DWER TO THE PUMP CONTROL PRNEL, SRD SWECH MUST
BE LOCKRBLE OR HAVE A LOCKDVG COVER TO HOLD AN OLYMPJS ttP=
BP125, 30MM PADLOCA
20. INSPECTIONS FOR ONSITE STEP INSTALATIONS RRE REQUIRED. A 24
HOUR NOTICE i0 THE SEWER DEPHRTIHENT IS REQUIRED PRIOR i0 THE
INSPECTION.
ITEbIS NEEDING INSPECTION RR=:
R) TANK INSTAJATON, Iv. 9EDDING AND LOCATION
B) THNK 'NFIDiRAION, ENFILTRRTION TEST
C) S.S. PRESSURE TEST
D) SERVICE DN. PRESSJRE TEST
E) FINAL INSPECION
21. AllUMBER (PLYWOOD, 7C.) OSED TO MOUNT EITHER 'LIMP
CONTRP_ PRNE CR POWER METER Mlri BE PRESSURE iRERTEC.
GENsERAL NOTES (STREEi CONSTRUCTION)
1 RLL h'ICRKMANSHIP RND MATERINLS SHALL BE IN RCCORDANCE WITH
CFtt OF YELM SANDARDS, AND 1HE IdOST CURRENT COPY OF 1HE
S-ATE OR WASNINGTDN STAIJDARC SPECIFICATIONS FOR ROAD, BRIDGE,
AMO MLNCIPA_ coNSTRUC>ION.
2 Ti' CONTRACTOR SHALL BE RESPOPSIBLE FOR All TRAFFIC CONTROL
IN RDCOHDRNCE WI1H MUTCD. PRIOR TO DISRU~iION OF ANY TRAFFIC,
TRAFFIC DONTROL PANS S1ALL BE PREPARED AND SUBMITTED TO THE
CHY PoR 4PPROVRL. NO WORK SHALL COMMENCE UNTIL ALL RPPkOVED
TRRFFIC CONTROL IS IN PLACE.
3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY
OTHEF VERTICAL AND~OR HORI2OMAL ALICNMENi SHALL BE STAKED BY
RN ENGINEERING OR SURVEYING FIRIM CAPRBLE OF PERFORMING SUDH
WORK,
4. WHERE NE'VV aSPHRLi JDNS ENISTING, THE EXISTING RSPHRLi SNRCL
BE CUi lU A NEAT VERIICHL EDGE ANC @CKEN WDH ASPHALT
EV1U',SION ttPE CSS- 1 IN ACCORDANCE WiITH THE STANDARD
SFEGBICRTIONS. THE NEW NaPHRLi SHALL B ffATHERED 9AG( OVER
ENISTING TO PROVIDE FOR A SFAI AT THE SPR' CUT LOCATION AND NE
JOINT SEALED WITH GR4DE P~R-4DOOW PRVING ASPHALT.
6. CORFECTION OF SUBGRADE, ROCK, ANO ASPHALT SNRl1 BE IN
gCCORDRNCE',VIIH THE STRNDRR9 SP=GFICATIDNS.
6, SUBGRADE INSPECTION SH~L BE PERF07Mm BY AN APPROVE)
TESTNG FIRM RND FORMS SEAL BE INSPEGED POR LINE PN'D GRRD=
BY AN ENGINEER B=FORE POUR~NG CONCRETE.
7. CERTIFlCRT'.ON AS TO CONFORMANCE SHALL BE PROVIDED TO THE
Ott' PRIOR t0 ACCEPTANCE OF WORK.
8. THE CONTRRCTOR~DEVELOPE3 SHRLL FURNISH AND INSTRLL RLL
FERIvIANENi SIGNING.
DRAWING INDEX
CODO GENERAL NOTES RND COVER SHEET
CIDO LE.S.C. PL4N
6110 rES.G. oErA
C200 PAVING, GRADING AND STORM DRRINRGE PLAN
C2ID ROADNIAY P A9 AND PROFILE
C220 ROADWAY PAN AND PROFILE
C230 STORM DRA'NAGE PRCFlPS
C240 ROADNIAY SECTIONS
C250 PAVING DETAILS
C260 STORM DRNIJAGE AND PAVING DETRILS
C210 INALTRATION SYSTEM DETAILS
C3D0 SAVITRRY SE41ER RNG IMRTER PLFN
C310 SANITARY SEWER DE-BLS
C320 SANITARY SEWER DSNLS
C330 M'P~L=R DETRILS
VICINITY MAP
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CALL BEFORE YOU DIG! COOO
1-800-424-SS55