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m oI SANITARY SEVER NOTES AND SPECIFiCAT10NS iwATER UTILITY NOTES AND SPECIFlCA710NS
SO h 1. THESE MOWS SHALL APPEAR FOR PROJECTS FOR THE WATER UT.UTY
Z 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE MTN THE
O .. STANDARDS AND SPECIFICATION OF THE C17Y OF RENTON U1617Y TEMPORARY E ALVYANLtEO PA►£
(V DEPAR7YENT AND NNE LATEST EDITION OF• THE MSDOTJAPWA AIO Y GTE VALVE 2. ALL WORK MATERIAL SHALL BE W CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CRY
STANDARDS AND SPECIFICATIONS. ✓ H:Y6MOF ELEYAi1QM - STANDARDS SPECIFICATIONS. AS AND MODIFIED BY THE CITY OF ROOM N 7HERENTOI
SHALL BE N ACCORDANCE WITH 'STANDARD : STANDARD PLANS t SPECIFICATIONS. A SET OF APPROVED PLAITS SHALL BE KEPT ON SITE AT ALL TIMES
2. ALL CONSTRUCT=
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCUON' AFTER I' PLUG ON TOP LERUD 61AHGr:.
8 PREPARED BY.WASHM70N STATE CHAPTER AMERICAN PUBLIC WORKS AENOYAL OF POL7P!(' a
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD J FT AM CONE: (FO -MK•N GMIATFI AND UI � �S�D DEPARTMENT, STROVE IN V TI WAY SHALL BE IC WO YO &30 AY TO 3:30 PY QFt WEEKDAYS ONSTALL
1HIE FHQRS � WORK W THE
SPECIFICATION& 4 FT WL COM (tt -RICH AMNE)ER AND OYEAi j .430 -7301- UTHESS� BE APPROVED IN DEPARTMENT. AND 11 SHALL BE NOTIFIED 2424- AT HOIRS N ADVANCE
OF ANY YORK N THE RIGHT OF WAY.
3, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROIOYATE AHD
IT SHALL TE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRIP: :. 4 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
8 F-• Z AND CORRECT'LOCA71ON SO AS TO AVOID DAMAGE OR DISTURBANCE. RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVON) DAMAGE OR DNRREIAMM
jA ^ FOR UTILITY LOCATES CALL fB -NOIIR LOCATORS 800 -424 -5555
4. CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE LEANS, METHODS A1Ei 11111111101? ARAIN NLHC7P/G +` •.
CL AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS -D i 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PREP
a- AND OTHERS ON THE CONSTRUCTION SITE- : MEE`w-
F- : ' IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 OBTAIN
LLj STREET USE AND ANY DIM RELATED PERMITS PRION l0 ANY 6: ALL WA7QWISION. PIPE IS IE BE CEMENT AWED DUCTILE IRON PIPE AND NFORIBNG OA MINA AND RM
w. tONSlAt1CTON. a` =� sNr MWNrsssr'STATT1aNk OR LATEST R 0 RAT. 7HHICK►ESS CLASS 52. COMMENT MORTAR LINING MECHSE'.1.. £JOI T. BED SHALL CONFORM TO
yER� C� � ra AMA 0104 OW LATEST BENSON. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT BEDDING TO 8E
(n 8. PLANS APPROVED BY THE CITY (>F RENTON. PIIE#.IC WI016C5 r� CLASS C. ALL DUCTILE PION PIPE AND FITTINGS SHALL BE POLYETHYLENE MAPPED PER ANSIJAWWA
.DEPARTMENT WALL TAKE PRECEDENCE OVER ALL OTHER PLANS arsAltNw.r��rr4ralrWSS.sa. C106/A21.5 -83 STANDARDS.
FWIWWaswir .U�Ma•A�.H�snrWMIM>.+WF+�I NEW FIRE HYDRANT
�rw�NHls•rl� 7. CAST WON AND DUCTILE PON FITTINGS SHALL BE CEMENT. LINED> PRESSURE RATER).. AS NOTED ON PLANS,
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 517E -SEE SWEET 4 AND N ACCORDANCE WITH ANN /AWWA.. C110/A21.10 -67. CEMENT LUNG SHALL BE IN ACCORDANCE WITH
WHENEVER: CONSIM71CN IS N PROS. =r =ilN��rr�s��Rr I �' ANN /ANNA 0104 /421 /4-OM IF.FITTPIGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS,
D C.? CATER PAIN PO '. 1 C153/A21.53-94. SHALL IN NE (� 70 12 INCHHDDIAMMETTERR FIITTw� WHICH HAVE OR MECHANICAL AND /OR
W B. THE CONTRACTOR SHALL PROVIDE THE CRY OF RENTON WITH AN
Y F-AS-BUILT DRAWING OF THE SANITARY sEWQt SYSTEM, WITCH HAS BEEN (
Q .STAMPED AND SIGNM BY A LICENSED PROFESSIONAL ENGINEER OR LYPIGGING STATION FLANGED JOINTS. SHALL :. IE W ACCORDANCE WITH ANSI/AMA C1IG/A21.10.67 OR A COMBINATION OF
,. A MECHANICAL JOINTS) MAY BE W7H ANSI/ANNA C153/A21.53 -94 AND THAT POR7ON OF THE FITTING WITH
Y' z UCOISFD PROFESSIONAL. SURVEYOR. y
VERTICAL CROSS FOR POL7�'PIGGING - I I ANN /AWWNL C190 /A21.TO.p AND NI51 /AwwA C153iA21.5s -B4 SUCH THAT THE PORTION OF THE FITTING WITH
9. BACKFI L SHALL BE PLACED EQUALLY ON 907H SIDES OF THE PIPE } t, ! FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AMA C110/A21.10 -=7. ACCEPTANCE TESTING N
N LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 NOES, MA]aRM N.T.S. z i
DEPTH OF 8 INCES THOROUGHLY TAMPING EACH LAYER TO 9S .. p I . _ OBTA ACCORDANCE WIM ON SECTION OR 53.53 A OF ANN /ANNA SECTION 10-4.3 OF ANSI /AWWIA 1:110/A21.91> -87 SHALL BE
EXTEND FOR PPE DENSITY THESE COMPACTED LAYERS MUST I S� OBTARED BY THE ODNTI'41CT0R AND iRANS1I71ED: TO 711E OwNEIt.
PERCENT OR ONE PI MAXIMUM DIAMETER ON EACH SUE OF THE PPE OR 70 -- .._. -� F" � .� L GATE VALES SHALL BE WON BODY.: BRONZED- MOUNTED, DOUBLE DISC MATH BRONZE iEIGING DEVICE AND
MATERIALS YD COMPLETE �. _... -. _- -- __ - -- i - t...� v •. DE90 R COR ANY A23BT WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALES SHALL LIST THE SUE OF THE 1RENGL
THE FILL 01ER PPE SHALL BE THE SAME AS O-RING STUFFING Box p111IYA �) OR OF RESILIENT SEATED TYPE UYUMA 0509}
- SHHAIL BE CL:OYF LIST' i4.
m
IM OPEN CUT ROM CROSSINGS FOR UWW WENCHES ON E7057NG j - °- = 9, FOE HYDRANTS SHALL BE COREY. TYPE (OPENING WITH THE PRESSURE) OR COIPRiSSIONI TYPE (OPENING AN
G TRAVELED ROADWAY WALL BE BACIff1UED WI7H CRUSHED ROCK AID I Lk - { n AGAINST Fes) CONFOIN WG TO AWWA C- 502 -85 MATH A 6 INCH YEMAMICAL JOINT MET AND ALLAN
i
MECHANICALLY COMPACTED_ QL7S N10 THE EJ057WG ASPHALT SHALL ° w
10- VALVE OPDON (Y.V.&) OF 5-1/4 MCK TWO 1 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD
TEMPORARY MIX �••. 1:1 - ;.T 1� _ THREADS 7 -1/2 THREADS PER ICS AND ONE L INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6
. COMPACTION. A PERMANENT NOT AO[ PATCH SHALL BE PLACED VATiN ". 1 I :. I MAME10 4.6283. HYDRANTS SHALL HAW A 1 -1 /A MACH PENTAGON YALE THREAD 4.675 AND ROOT
�� AND SiNALL BE PER CITY OF Y �� � 1
^ _ 7fWEADS PER INCH. $O,DEpEES V. THREADS: OUTSIDE DIAMETER MUST BE PLACED
CURRENT STANDARDS I 0 S . .. .. .... .... 1 COURIER CLOCKBISE (L VT)• OPERATED NUT O9'EED 9Y,7L'R
10 DA115R� CUT WITH SAW W A CONIMIQlS
F
11. DATUM SHALL BE CITY OF REM70K. 1988 MAVD_ '� a .�. • `. i : 110. THE 711110 2-1/2 INCA :HOSE NOZZLES SHALL RAE. FITTED WI7H CAST IRON 7HREADED: CAPS WITH OPERATING
SCALE V -2j CONIC. WALL /(x186 T FITTED WITH
y 12 ALL pST111BED AREAS SHALL BE SEEM AND MRR aiFD OR ALONG PROPERTY LINE ° t , _ SIAT ME ENEOP ME GANLETTSFOR POSITIVE TIGHTNESS HHYDRANT -TEST PRESSURES.
AL"11CN (IF THE DEPARTMENT FOR - : I - �,... .. h1. '.4` PLMPOt NOZZLE SHALL . BE FITTED VAIN A STOR2:. ADAPTER, 4 NCH; SEATTLE THREAD X S
OTHERWISE STABILIZED TO THE SA715F I PVC SS SERVICE E I THE 81CN
M
THE PREYEN7ON OF ON-911E EROSION AFTik THE COLPLE710N1 OF 8 ...
eL ij THE P E1CRON. 216 MIN.. TPY. 1 `. a I IICN STClZ.' ST1RZ ADAPTER SNAIL BE FORCED AND /(R EXTRUDED 6061 -76 ALJUWANY ALLOY, '.HARDCOA7
5 i , ZOS ACCESS/ ' S 1 2). NEW 3/4 WATER SERICE 1MREADED EMD PORTION SHALL HAVE NO LUGS AND TW SET SCREWS IM DEGREES APART.
q 13. All PPE AND' APPURTENANCES SHALL BE LAD ON A PROPERLY {1�_ (jy� Slat FACE TO ME fiTAL, No GASKET TO YEA7NER. STORZ CAP TO HAW SYNTHETIC MGM Winut
$ �! PREPARED.FOIUDAl10N IN ACCORDANCE WITH SECTION 7 OF THE d T - `"^ 3 CANCEL MD SXALL BE ATTACHED 70 HYDRANT ADAPTER WITH 1/8 WC)N, COMM STAHM.ESS STEEL.
_ LOU 2 _
CURRENT STATE OF rIA5fRD1oN STANDARD SPECIFICATIONS FOR ROAD. _ -• ♦� ":. a i .. 1 `� sows !fit DS g FETY YELLOBI QL APPROVED
�I AND MIDI OOI6IRDCIIOi 7115 SW11i NG1WE •' 0 69.92' ' -- -.�' -��,�.. -M.c -- •yr: -'CY' _ HYDRANTS SHALL
_► - _ -� BE PAINTED WITH TWO COATS P 3-
NECESSARY LFVEUNG OF THE TRENCH BOTTOM OR THE TOP OF THE " C C 'm Aa4AHiL
FOUNDATION MATERIAL AS TAU AS PLACEMENT AND COPACDON OF / -,- ,r r ' .�_ �.. 13. PLUMPER CONNECTION TO FACE ROADWAY ASSEMBLY
PAINT PRESERYATIVE PANT NU11BQ2 4 655
REQUIRED IEDOING MATERIAL.. 70 UNIFORM GRADE SO THAT THE ENTIRE
....... r
LENGTH OF THE PPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,�� TO E (IUD my LOT 1 14 HYDRANTS TS.
UNYIELDING BASE. PPE WDDNG SHALL BE PEA GRAVEL 6 INCHES � • .. r � r �. � .. �_� - . - •.�.,o .. LATEST REVISION. �� FIRE:. HYDRAS
ABOVE AND BELOW TIEPPE ` ' 10 E,U�D � INSTALLED PER CITY of RENTON STANDARD DOTAL FOR
'4 (
g 3 •� L • ":_ - �Y.�.- -_ 5. F LOT 3 : 15. ALL WAIERYAWS 10 RICHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36' WGES BELOW FINISH
fE 14. SANITARY SEVER WE SHALL BE POLYVINYL CHLORIDE (PVC) • _ V 3 ♦ 17e x - sf _ F WY.143.4* ( GRADE. ALL WATERYAIN 12 INCHES AND LARGER SHALT. BE AT A MINIMUM OF 49 UN ES BELOW FINISH
• RUBBER GASIGETED AS7MH D 3034. SDR 35, OR OUC79.E IRON CLASS SO. M -
I� ulwn coNFLICTS OCCUR. WAIFlUNAWNS ARE TO BE LOWERED TO CLEAR
■ 15. W UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 WOES -
_ _ f ~[ MMMLLL��� _
GRADE WHERE ',... _,.
AND YAXIMM 12 INCHES ABOVE FINISHED GRADE W PALED AREA .-• - hrFj ( _ NEW a� PVC SS 1L ALL WATE9MANS 6 INCHES AND LARGER W DIAMETER SHALL BE CLEANED WITH PIPE CL.EANWG.'PIGS'
•• 11 K e (: -J ttJt - P� TO ACTON. THE 'MY PIW SHALL BE GIRARD INDUSTRIES . AQUA SWAB• -AS OR. APPROVED
COVER 111U5T ROPE W ALL DIRECTIONS 70 MATCH PANIC c ^ LO n I I fW1F).143 L (STORIED EQU OLY_
LOT 3 �, � �` �f ( ME)L FOR LDT 2. TIP. EQUAL, 2 C9/CU- Fr. mmTY FOAM WITH BOA ouRwEIER URETHANE RUBBER coATwG mM THE rENt of
�: { v_ T
�' 200 -0320 ,
722
N I Y - -. MNL ..FF =TS(La LOTH ,H1 _ (F-, INN h�.N.IC- DPLTLATNOrL.-
i� MIN., FF =taa.s � n. 'NOS' sXALL BE CYLINDER! SHAPED WITH BULLET NOSY OR SQUARE END THE CONTRACTS WILL PERFORM
.Ig SYk FF>,t480 I rE : R - -NEW r PVC SS
"1 t< ALL WAIERMAN5 AW SERVICES SHALL BE. PRESSURE TESTED TO A.WNIWAI OF 200- PSI .OR 150. PSI
S7U6 N ' O)VER- OPERA7NG PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF REM70N AND THE
- -7,_. k 1 MM. FOR LOT. 1. TYP. WASRM ON .STATE .HEALTH DEPARTMENT ALL PRESSURE TESTING SHALL BE DOME IN THE PRESENCE OF A
-� _. { f AM MV 14k NO ESMAAMME OF IE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT
f } �� L j
SPECIFICATIONS 7-111.3(111 THE LOSS PRESSURE SHALL NOT ExCEID 55 PSI DARING RE 2 HOUR TEST
T
- c ."rC� U:.E FENCE - r a
s s 1
hEhuE i
1 BUILDINGS TO BE s, �' -
/ mr^ REMOVED UNDER - � -. F" - '•• 19. ALL YAIEiWANS AND SERVICES. SHALL BE DISINFECTED BY THE INJECTION OF A SOPPY (MINIMUM
SEPARATE PERMIT - �Nry -�-1 F : Yi CCNCENTRAIM) CHI7RIV E/WAIER SOLUTION. DRY CALCIUM HYPOCHLNT
OE: SHALL NOT BE PLACED W THE
I=ii I DT(. FINE HYDRANT PIPE AS LAD. OLORK SHALL BE MEIEREO/IN,ECTED W ACCORDANCE MTN SECTION 7- 11.3(12)E OR
I F I REM 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
` t ! Fl STORZ ice. 211 A PRE- CONS7RUCTON CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5)
d !' ' PEW GQC6L SiDS. M MG DAYS NOW 6 REGROW FOR SCHEDULING.
,. ..; - • FORD NO W CASE
21. TWENTY-FOUR (24) HOURS NO110E WILL BE REQUIRED PRIOR TO STARTING NEW .CONSTRUCTION.
(xH !
b ' .
- EX SM6TARY SEINER MANHOLE
. ..... _ .. ... - 22 R SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
LL o �. •• •, ••'_••
NOTES ' ' I • y ".: Ex STOP! DRAW MANHOLE 2& INSTALLATION OF CORPORATE STOPS. WATER SERVICES LINES AND METERS SHALL NOT LE DONE UNTIL
n CONSTWUCIM DIL CATCH
o r�
5-440407401 c ACRE! OFTEN APPLICA710N5. COHSIRUCTIOPI PERW15,' AND PAYMENT OF FEES HAZE BEEx M""
° m t. NEW FIRE HYDRANT SHAH BE CONSTRUCTED AT A �V V EX UTILITY POLE 24. ALL CONVECTION 70 EXISTING YAWS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET
_ _ PE TAPS, WN6CIi MAY i!f MADE BY APPROVED MET TAP CONTRACTORS VAIN PRIOR APPROVAL FROM THE PUBLIC
e� MAMUM DISTANCE OF 300' FROM LOT 3 (ALONG ROAD)
EX GUY ANCHOR YIOgKS DEPAR7IENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE 1D F SUPPLIED BY THE
J 2 LOTS 1. 2 AND 3 SHALL HAVE ACCESS ONLY FROM NEW caNlLruTaIL AHD E OY-51h PRIOR lO alY HIO11i7CAlI0NS
i F j QL P(RIER VAULT
20� ACCESS ROAD. DATUM - Ez POWER CARET COONTRAC70R5 RE' ONSMUW TO NOTIFYYDEVIELOPIENT� SERVICES . TWENTY OUR ((224 HOURS IN ADVANCE OF
(III NAVD '88 l''
BACIfFlRR1G.ALL ODHi61N11NCTIDN. THE .:CONTRACTOR, AS WELL .AS.. THE .ENGINEERS. 'SHALL KEEP AS-BUILT
EX. TELEPHONE RISER .ORALS. - -
BENCHMARK; F Ex STREET SIGN 25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY
�qy1 %F CITY OF RENTON NO. 476, TOP OF 1/2- ACCEPTANCE POW 70 FINAL lE -IH
IRON PIN IN CONCRETE' MONUMENT CASE 15 Ex FINE HYDRANT 27. ALL JOINT RMTRIAINT SYSTEMS (SHAMUE RODS, NUTS. BOLTS,
z 1 ®S U _ E THE STAR YMIIJFAC716MIM' COMPANY COLUMBUS OH0. OR:- EQUAL. CJ BALL � As MANUFACTURED BY
d INTERSECTION OF SHATTUCK AVENUE AND fl. EX. WATER PETER WAS DEPART�NT :APPROVED IN:. WIiI1NG BY 71iE PUBLIC
]r, 50 �� �' SOUTH 15TH STREET. _ ` ` �' �� VALVE
W ELEVATION= 132.857 Ex WIRE FENCE 2L ASPHALT AND CONNCREiE STREET PAVING SHALL BE SAWCIT TO 'A HN91UM DEPTH OF Two (2) INCHES.
z BT ('A/ 7jnea..A IIIzL/O3 OIL MAT S1REE15: MAY BE SPADE CUT. ALL SURFACE CONCRETE. PAVEMENT, SIDEWALKS CUP& GUTTERS.
AID DHVIEWAY APPROACHES SHALL BE SAWCUT TO A MWNNM DEPTH OF TWO (2) INCHES OR RWOVED TO ..
P BY INSTRUMENTATION: oc WOOD FENCE
Call p - ITii EXISTED; EXPANSION JOINT.
j� W/ .NOTE: INSTRUMENT USE S SECOND. TOTAL EK CYCLONE FENCE 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A
�^ w��® Y� EIIHSTwc i1TW1TY LOCATIONS SOWN THEREON ARE APPROXIMATE ONLY. CHEMED FOR AM,L .. SUVELADE IN WRON PATCH
PNOR TO PLACEMENT7OFaFINAL PATCH. ICY, WITHIN 10 GAYS. CALL FOR
^"'� STATION. Ex STOW DRAIN PIPE.
o: �g IT SHALL BE THE C:OMMUCTOWS RESP vSUTY TO DETERMINE TE �' FIELD SURVEY CONTROL WAS BY CLOSED _. Ex SANITARY SEWER PIPE ..30. FOR. CITY PROJECTS SUCH AS TELEMETRY CONDUIT. THE PVC PIPE USED SHALL BE ALL CHEMICAL
g" Dig. ENACT YERTCAL AND HORIZONTAL LOCATION OF ALL EMIONG UINR- TRAVERSE LOOPS. MINIMUM ' CLOSURE OF
I GROLPID UTILITIES PRKR 70 COMMENCING CONSTRUCTION. NO LtIBE Ex GAS MAW PROCESS LINES
NDE SHALL BE SCHEDULE 80 PVC PPE.: SCHEDULE 40 IN lU1BPROVED AREAS AND SCHEDULE 87.
1-M4 4-56 RERESENTAINN Is MADE THAT ALL Ex6TNG UlulES ARE sHNOw+ LOOPS WAS 1:22;1)00. IN ACC DANCE WITH 4
R HEAEtN THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTBIIES DA➢E �1 -L -r 8' PVC PPE u� BPTI0IED AEEAC
UNDERGROUND V ID SERVICE ( ) MOT SOWN OR UTILITIES NOT SHOWN N THEIR PROPER LOCAIM. WAC 33,2 - 130 -090. Ex POWER LINE
eV _ a UTILITY LAOIS. R mC0671Y CAIN BEFORE YOU LXG 1- aoo- 424 -SSSS. L»S Ex WAIEJIIAW �,.,. C� ;...: k%-7�DGI NEE s�®e a
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