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FIRERGEASS I9
0 SiEE 1EE1
BOYS ANO NEOPRENE
GASSEr,
s' ON ;-9�
lox e UDS
2' MIN
FIRIS" GRADE-
IIYP, SNOPE TO NAX_yE
(iyp,)
ASV, H CA9 GOPPE4
cRA):
PVC RISER,
iONING WIRE, 2 =3"
ORENCO SYSTEMS,
TAIL INTO RISER
INC., OR EGUAI
ORENCO TANK TO
RISER .ADAPTOR
1FOR USE'& NON - TRAFFIC BEARING TANKS)
NC -E
RISER ANC UD SHAD RE 30" ON All RIHPLEX PUMP
50INSTAUpiIONS.
RISER AND UD SHAL BE JD' ON All MIX AND TRIPI[8 PUMP VAUIi INSTAEIAiIONS
CITY F Im
DEPT. OF NRIC 'CORKS
TYPICAL
RISER
MPROUFD DWG, NO,
Twvu RIrff
Tc oR DATE
DES. OWN. X. DATE
JEG 1P 4/2001
CITY OF YELM GENERAL
SANITARY SEWER NOTES;
L ALL WORKMANSHIP ANO IRK SHALL BE IN ACCORDANCE 0 CITY OE 1H UM AND No
mum Of THE RE OE WRSHINGION DWI SPECIRCADONS TOR ROAD, BRIDGE AND MUNICIPAE
WNSiRUCRON PV 0&W '
2 All APPROVALS RND PERMITS REQUIRED BV 1HE 0 Of 0 RE BE OBTRIo BY 1HE o1RACIDR PRIOR
TO THE START Of C0NSIRVCDON.
7 If CONSTRUCTION IS iO TAKE PEACE IN 1HE COUNTY RIGH1 Of WAY, HE CONTRACTOR SHREE oO HE
COUNTY AND TO RLL THE REQUIRED APPROVAES RND PERMITS.
4. A PRECONSTRUCTION ENO RE BE HEED 0 THE CI Y 015 PRIOR 1O 1HE S F OF NNS10ON.
5 THE CITY OF YEEM SHREE BE NORfIED A MINIMUM Of 48 HOURS IN AOVANCE Of R TAP CONNECTION TORN
EXISRNG MAIN, A CITY KHISENTADVE SHREE R PRESENT AT THE TIME Of 11E TAP.
G. THE CONTRACTOR SHREE BE FULLY RESPONSIBLE FOR THE MIN N AND PROTECTION OF All ml
UIIURES. THE CONTRACTOR RE VERIFY All UDJiY LC T NS PRIOR TO CONSTRUCTON BY CAVING THE
UNDERGROUND LOCALE EINE AT 1- 800-424-5555 R MINIMUM 0' 48 HOURS PRIOR TO ANY EXCAVATION.
l SIDE SEWER SERNCES SHAH BE PVC, 0 0 Ry SR 75 0 FLEXIBLE GRSKEi) OR SOEVENT WE
JOINTS
R R1 PEASIIC PIPE AND SERVICES SNAEE coo A CONTINUOUS No TAPE INSTALLED 12° 10 IB°
UNDER THE PROPOSED FlNISHED SIBGRADE THE MARKER RE BE PLASTIC NON-BIODIUM, METAL
CORE HEWN MRRNED SEWER WHICH CAN BE DETECTED BY R 749 METRE DETECTOR IN ADDITION,
STEP SYSTEMS, AND FORCE MAINS RE K INSIAEEEO WI1H A 14 GAUGE DIRECT -BURY Re COPPER WIRE
POD PROUND All PERSRC PIPE, BROUGHT UP RND TIED IT R1 VAEVE BODY, TAPE SHREE BE TERRA
TAPE °D" OR PROVED IR L THE TAPE AND WRE SHALL BE FURNISHED BV 1HE CON79M
i R1 NNW FOR STEP SYSTEMS SIAEE BE INSTALLED WITH CONTINUOUS 1RACER TAPE INS1E012°
ABOVE THE 1E POWER iNE NO Ni R PLASTIC NON- BIODEGRADABEE, METRE CORE BACKING
MARKED °POWER", TAPE SHAG BE NRNISHED BY THE CONTRACTOR
10, BEDDING Of 1HE SEWER MAIN AND COMPACTION 0' THE ]*`Ii 011AE SHALL BE REQUIRED IN
ACCORDANCE W1 THE ABOVE MENRONED SPEOFlCANON (SEE NOTE Q,
11 TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS PROS BV 1HE CI Y ENGINEER TEMPORARY
STREET PATCHING SHALL BE PROVICED BY PLACEMENT RND COMPACTION Of 21NCH MINIMUM ASPHALT
CONCRETE COLD MIN, CONTRACTOR SHREE BE RESPONSIBEE FOR MAINTENRNCE RS REQUIRED,
A HEN COOR MEASURES It BE 10 BV THE WNTRACI➢R DURING CONSiRUM TO PREVENT
NREIRATION OF RIIRNC AND PROPOSED STORM DRAINAGE'CE AND ROADWAI'S,
17. PROVIDE 1RAffIC CONTROL PLANS) IN ACCORDANCE 011 MANUAL M UNIFORM NR CONTROL DENCES
pq AS REQUIRED.
14 IT RE BE THE RESPONSBIENP Of 1HE CONTRACTOR 10 HAVE A COPY 0' THESE APPROVED PLANS ON
CONSTRUCTION SIZE R1 ALL NES,
15, ANY CHANGES 10 iNE DESIGN Ni FIRST BE DEE AND APPROVED BY iNE 0117 01 YEIM,
16, ALL S1EP MAINS SHALL BV HYDROSTATIC RI1V iES1ED IN CCMfORMRNCE W1H 1HE RBOVE- REFERENCED
SPECIFlCR110N fOR 1ESRNG W0 MAINS. )Sl NOTE 1) IN @110N, ALL STEP MAINS SHALL VE
PIGGEDICLEANED IN 1HE PRANCE Of 1NE r INSPECTOR PRIOR 10 PLACING SiEP MNN IN SERVICE.
11, PRIOR TO BAO(FlLL ALL MRINS PND APPUR ENANCES SHALL BE INSPEC ED RND RPPROVED BY HE CI Y Of
YELM, APPROVAL SHALL NOT RELIEVE 1HE CONTRACTOR FOR CORRECTION 0' ANV DEFICIENCIES Q/N
fRILURES AS HI NNE BY SUBSEQUENT 159 AND INSPECTIONS 11 SHAH BE 1HE CONTRACTOR'S
RESPONSIBILIiY TO NOTIFY iNE CITY Of YEIM FOR 1HE REQUIRED INSPECiIDNS
1 PUMP CONTROL PANELS SHALL I LOCRIED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWSE
AUIHORIEO BV 1HE IR Of YEEM
19, IN 1HE EVENT 1HRT 1HE DEPARTMENT 0f EABOR AND INDUSTRIES OR 1HE CITY SH011D REQUIRE A SEPARATE
°ON -off" SWTCH NOON POWER TO 11E PUMP, SAID SWTCH 101 BE LOCKABLE OR HAVE A LOCKING
COVER 10 HOLD RN OLYMPUS TYPE BP125, Rw PADLOCK.
20. INFECTIONS FOR ONSI E S EP INSTAELATIONS ARE REQURED, A 24 HOUR NOOK 10 THE SEWER DEPAR MEN1
IS REQUIRED PRIOR TO 1HE INSPECTION
ITEMS NEEDING INSPECTION ARE
A) TANK INSTAELAOON, cola AND LOCATION
B) TANK INFlLTRAIIDN, EXFlLIRAn TEST
C) SS PRESSURE IESi
D) SERVCE VNE PRESSURE LEST
E)
100 UPON
21. PUMP 37. PANEL AND POWER METER MUS1 R ME 10
A HOT DIPPED ROOM UNI-S1RUT,
SCJ ALLIANCE
GENERAL SANITARY SEWER NOTES,
1, iNE CONTRACTOR SHALL OR DIA, LENGTH, mums PIPE TtiPE, SLOPE I lox RND
101 WE I I EXISRNG RUGNMENT Of THE PROPOSED POINT Of CONNECTON
PRIOR TO CONNECTON AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR 10 CONSTRUCTION
2. CONTRACTOR RHAEE MIIR AND IsR. AEE MAIERIAES NECESSARY 10 5REIE 1HIS WORN
7. MRINTAIN ID' MINIMUM HORIIONTRL RND 1.5' MINIMUM VERRCAL SEPRRRlION FROM WRIER MWNS.
CITY OF YELM SEWER SPEC ADDENDUM
ALL ou TANKS INSiREEEO LARGER THAN N100 GANONS SHREE BE FIBERGLASS ME VOG BY EITHER
0081 001 INC, OR NERVES INC,
ALL FlBERGEASS ou TANKS RE BE INERIED BY OUAUFlED INSTAL IE,'OLNING 11E MFG.
DIRECRONS RND RE BE SECURED W1H 10 STRAPS WIN MENTI RND MAlE18AES
FOR DEAD MEN 41) STRAPPING RE BE PER THE F, RECCNMENDRTIONS
BUILDINGS SERVED BV ou SEWER, UREIIING ON SIZE DACK- UP'GENER T FOR POWER ODES
MUS1 NAVE 13710E SERMCE INSIAEEED IN SUCH R MRNNER 1HA11HE STEP SYSTEM WEE AESO BE
SUPPLIED POWER BV THE RUXIEIARV GENERATOR
4, 1HE PUMP OJNIROL PANELS FOR All STEP TANKS HOUSING 2 OR MOPW PUMPS SHALL BE FlT1EO WiH
A
7 NSU SWITCH MODE DT 727 URK RS VO BY R IfR HAMMER AND A NE PLUG, MODS 10570
MBWP AS MfG BY BRYANT FOR USE WITN THE CIRES PORTABLE AUXILIARY GENERATOR,
5, Lou 1ANKS EESS IM 7000 Do SHAH HAVE ONE 4'HOEE IN THE DINOER BAfRE CENTERED
AT 20 EVE THE 01 THE TPNK STEP TANKS SHED A7 3000 GALLON Rk. HAVE ONE HOES IN
1HE DIVIDER F.1 DIE EO AT 25'ABOVE 711 105 0' 1HE 14K,
6, ALL IFIC BEARING'SERVICEBONES SHALL BE A 0sl MSC 1724 -12 VOG BY MID KJ5 P RSBCS
BC SERIES
l All POSTS USED 10 IV PUMP CONIROE PANELS MUST 19 DIPPED GAEVANIM WE
8, AL1'AIR REM, VACUUM KIIEASE A) COMBINABON AIR REDSENACUUM REEEAl VAEVES SHREE
BE A MODS. 0 -021 WMBINABON AIR VAEVE'MINI SRAR'SID ACCEDING 10 MFG
RECOMMENDABON PER PIPE SIE
I MINIMUM EP TANK SE SOLI BE 1000 GALLONS
10. ALL Su ME HOUSING MORE NO PUMP MUST AN ME FOR THE t RVICE LINE.
11. Emu DEP H OF BURY FORA 1 S fP TANKS SHR BE fi0'AS MERSURED FROM 19H ON
TO THE NOT ELEVATION OF iNE INLET PIPE TO THE TANK.
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