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m <br /> NO ITEM MATERIAL SRE MANUFACTURER USE f <br /> 0 1. VALVE BOX BOTTOM C.I. 30" EJ85556030U ALL AREAS <br /> 3 2. VALVE BOX TOP C.I. 18' EJ0036641OU NOT IN ADA AREA <br /> VALVE BOX TOP C.I. 16' EJ85557016U ADA LOCKING TOP <br /> 3. VALVE BOX COVER C.I. 6-5/8' EJ0036642OU NOT IN ADA AREA <br /> = VALVE BOX COVER C.I. 7-5/16' EJ06800001U ADA AREA COVER FINISHED GRADE <br /> MATCH EXISTING PAVEMENT <br /> VALVE BOX COVER C.I. 7-5/I6' EJ06800025U LOCKING COVER <br /> _ THICKNESS OR 3'MIN.DEPTH, _ <br /> 1/2-HMA ASPHALT PATCH VALVE�%AND UD RUSH — <br /> SEE DETAIL TBR-6. WITH GRADE IN ASPHALT — = <br /> AREAS.SEE NOTE 1. I 3• �'{ 3• <br /> N CLEAN AND TACK EDGES - CAST-IRON VALVE BOX Z <br /> m WITH SEALER HOT <br /> AND SEAL FINISHED GRADE _ (SEE STANDARD DRAWING WD-13) O <br /> a JOINTS WITH HOT).SHALT N <br /> o CEMENT(M4000W).SAND EXISTING ASPHALT 30'-36' REINFORCED CONCRETE MARKER � V <br /> m AFTER TENANT IS APPLIED. of <br /> o 1/SQUARE OPERATING NUT WITH POST STAMPED WITH Y AND 18"-22• A <br /> 4 THICK ROUND PLATE WELDED DISTANCE TO VALVE TO HE <br /> I 12• TO NUT 8 STEM EXTENSION T <br /> VALVE BOX CENTERED N L <br /> y OVER OPERATING NUT — WHITE 2'NUMERALS E <br /> E MIN. NOTES: 1/4-CLEARANCE INSIDE R <br /> Y VALVE A.HEAVY DUTY VALVE BOX WITH MIN.30"LENGTH <br /> T BASE AND DROP HANDLE COVER. STEM EXTENSION-MAKE <br /> n SET VALVE BOX ON B.PAVEMENT RESTORATION IN ACCORDANCE WITH FROM 1'CIA.MILD STEEL OR <br /> G ETHAFOAJ 2-THICK(TYP) <br /> - JURISDICTIONAL AUTHORITY AND DIVISION 7. DOUBLE EXTRA STRONG PIPE <br /> VALVE SHOWN IS GATE VALVE. C.IF OPERATING NUT IS MORE THAN 3 FEET VARIABLE y 1y N d <br /> BELOW FINISHED GRADE SEE DETAIL WD-14. Z <br /> USE SANE INSTALLATION FOR I MAKE 2'SD,WE NUT SOCKET FROM 1/4' <br /> y BUTTERFLY VALVE C.EJIW OR APPROVED EQUAL.MANUFACTURED 1 STEEL PLATE,WEIR TO I'E%TEMION <br /> IN THE U.S.A. STEM.DO NOT BOLT,PIN OR ATTACH <br /> ` VALVE BOX IN EXTENION TO VALVE OPERATING NUT. O m <br /> ASPHALT AREA REFER TO SET VALVE BOX ON ETHAFOAM SIDE FRONT TT x <br /> DETAIL TBR-6 2'THICK(TYP) <br /> L3 <br /> VALVE BOX AND UD 4E <br /> (ALIGN UD WITH PIPE FINISHED GRADE VALVE MARKER POST <br /> o <br /> ` DIRECTION) <br /> WATER MAIN <br /> 3 <br /> v G VALVE BOX CENTERED VALVE ®'g <br /> n <br /> OVER OPERATING NUT <br /> G <br /> a 3 VALVE N z � 3 <br /> a E SET VALVE BOX ON u /� <br /> G o ETHAFOAM 2•THICK(TYP) I--I <br /> WO c VALVE SHOWN IS GATE VALVE. NOTES O 0,(F.1 <br /> USE SAME INSTPLATION FOR _ <br /> vr BUTTERFLY VALVE j <br /> `0 1. INSTALL AT ALL VALVES NOT LOCATED WITHIN 3 3 a <br /> c <br /> LDERWOOD AILDERWOOD PAVED AREA. LDERWOOD <br /> a v VALVE BOX IN NOTE: 2. THE LETTER V AND THE WORD WATER SHALL BE L1a <br /> 5 A CAST IN THE FACE OF THE MARKER FACING THE six"T <br /> ¢ UNIMPROVED AREA w Insra, " 1.MINIMUM LENGTH OF EXTENSION IS 1 FOOT. w.msw,.cnw"a VALVE WITH THE DISTANCE TO THE VALVE PAINTED w.nA a <br /> $ ° CAST IRON VALVE BOX VALVE STEM EXTENSION ON THE MARKER WITH WHITE ENAMEL PAINT. VALVE MARKER POST <br /> 3. PAINT THE ABOVE GROUND PORTION WITH 2 <br /> E COATS OF BLUE MILLER PAINTS 13LWO054 OR <br /> CSS1=CATIONIC SLOW SETTING TYPE 1 DATE: 08-2017 DWG.WD-13 DATE: 05-2017 DWG.WD-14 BLUE RODDA PAINTS EV13D5870 OR EQUAL. DATE: 11-2015 DWG.WD-18 <br /> s ` AR4000W=ASPHALT RUBBER TYPE 4000W 4. MARKERS SHALL BE DIRECT BURY. <br /> m 8 HMA=HOT MIX ASPHALT 5. 66"CARSONITE,HANSON TRI-FLEX,OR EQUAL <br /> > m APPROVED BY: SIDS APPROVED BY: DLH MAY BE USED UPON APPROVAL BY THE DISTRICT. APPROVED BY: DLH <br /> DEVELOPMENT ENGINEER DISTRICT ENGINEER DISTRICT ENGINEER <br /> T <br /> y NTS NTS NTS F a Y <br /> " a N TI <br /> F w <br /> 3 az1 4' <br /> s <br /> 3 Kimley- I0 tes,Inc. <br /> ¢E RESTORE W/TOPSOIL AND HYDROSEEDING PER SPEC SECTION M2 <br /> n v n <br /> Q Y <br /> = MAX TRENCH WIDTH:36"PIPE=6-9",30"PIPE=6'-3" SURFACE RESTORATION PER <br /> COE STD DTL 326,SHT D.04 <br /> u o <br /> wo <br /> c m QN0. <br /> IL -0 QlT N O' O m W <br /> 2 2 <br /> 6 Y O U <br /> z i <br /> y u <br /> ¢ G G U <br /> U v <br /> z ° / N H <br /> Y /) oZs 06 <br /> z U <br /> E <br /> o �\ z W\f ��OQ� TYPE E INSULATING GASKET G (,-� LL <br /> BACKFILL MATERIAL: i C> \ <br /> CDF WHEN TRENCH -0 (� Q 0 <br /> N v TRANSVERSE TO ROW - BACKFILL MATERIAL: Q O z J 0 w <br /> d 2 VA �A CSTC COMPACTED TO 95% 0 O <br /> E 0 MAX DENSITY LL1 d O Q <br /> 8 0 \/ �� O—STEELWASHER T_ W <br /> 0 �INSULATING WASHER <br /> o LLI <br /> E w <br /> ¢ 22. �� \ m INSULATING SLEEVE SAWCUT MIN V FROM EX JOINT C) J W � <br /> V� VAS INSULATING WASHER cy)N 0 Q <br /> —pp® 36"OR 30"GROUT DIAPER PLACED IN FIELD CV Q J <br /> VA VA! STEEL WASHER�1 <br /> 2"X4"x73 GA.WELDED WIRE MESH TYP. Q <br /> INSULATING WASHER,TYP. INSULATING GASKET CEMENT MORTAR,PLACED IN FIELD <br /> 30"OR 36"DIA WATER MAIN STEEL WASHER,TYP. INSULATING SLEEVE,TYP. <br /> FLANGE NUT,TYP. FLANGE BOLT,TYP. - <br /> a <br /> ° <br /> EXCAVATUNSUITABLE MATL AS REQ'D NEW AW WA C303 CCP ASSEMBLY N OF <br /> EX CCP <br /> DI WATER MAIN STEEL WATER MAIN 2" 2" <br /> a PER AW WD STD DTL TBR-1 FLANGE,TYP. (DCHIPP D TO LENGTH AS REQUIRED LL.I <br /> m Z 3"MIN 6" 3"MIN CHIP EX CONC AS REQUIRED <br /> m a_ NOTES: TO MAKE WELD CONNECTION Q <br /> F 1. INSTALL TRACER TAPE AND TRACER WIRE 18"BELOW FINISHED SURFACE AND/OR AS MIN.80 MILS WARREN ENVIRONMENTAL 301 EPDXY SYSTEM,OR (� <br /> c $U OTHERWISE DIRECTED BY THE ENGINEER. NOTES: NOTES: APPROVED EQUAL,APPLIED TO EXPOSED INTERIOR JOINT STEEL <br /> 3 2 2. FOLLOWING EXCAVATION OF UNSUITABLE MATERIALS,INSTALL WOVEN GEOTEXTILE 1. BUTT STRAPS DISTRICT SUPPLIED ARE FURNISHED IN TWO PIECES AND LL.I <br /> u S N MATERIAL FOR SEPARATION PER SPECIFICATION. 1. ALL INSULATED CONNECTIONS SHALL BE ISOLATED PER NACE STANDARD RP0286-2002. ( ) <br /> y;¢ SHALL BE FIELD WELDED PER DISTRICT SUPPLIED SHOP DRAWINGS. <br /> =0 2 INSULATING FLANGE ASSEMBLY 2 WELD SIZE NOT r 3xcEEBUTTSSTRAP JOINTS FJOINT. <br /> Is vZ � 30"AND 36" DIAMETER TRENCH SECTION <br /> -_ SCALE:NTS <br /> d E W SCALE:NTS SCALE:NTS <br /> a <br /> m of SHEET NUMBER <br /> m 0 2 <br /> a� D.02 <br />