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HomeMy WebLinkAboutCleveland Street; 25th to 27th Utility Improvementsd I BE= I City ofport Townsend - public Works Department Standard Detail 6" MIN 3/4 FEMALE X METER 2' MAX 3/4 BRASS STREET ELBOW • .. -. PROPERTY 1 " COPPER, NYLON BALL 3/4" i LINE VALVE, MUELLER H14265, OR EQUIV LENT I 6" BRASS NIPPLE METER BOX - - — CLOSE.].".TYPE 12" BRASS NIPPLE 1pp IPPLE 1 3/4" BRASS 3/4" BULLNOSE TEE 3/4 BRASS _ SEE WATER SERVICE STREET ELBOW CONNECTION - SINGLEI 3/4 FEMALE X METER BACK OF WALK SET METER AND BOX TO FINISH GRADE) 1997 Ne. Deb Rwblen By Apvc Water Service Connection Appn)vWBr- Double F11e: FkNe09-dMdRk1wdWdw Detail: W-2 THRUST BLOCK - TABLE MIN. BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET PIPE SIZE Q FT= FT: FT' QD FT' QE FT1 QX FT2 4" 3 1 1 1 1 NONE 6" 4 4 2 1 1 NONE 8" 7 6 4 2 1 4 10" 11 10 6 3 2 6 12" 16 14 9 5 3 9 14" 22 19 12 6 3 12 16" 29 25 16 8 4 16 18" 36 31 20 10 5 20 20" 45 39 1 24 13 6 24 22" 54 47 1 29 15 8 29 24" 64 1 56 1 35 18 9 35 28" 87 1 76 1 48 24 12 48 30" 101 87 55 28 14 55 175 125 78 40 20 78R36" 42" 197 171 107 55 27 107 48" 257 223 1 140 71 36 140 s vcmlLr City ofFort Townamd - Public WOrICB Department Standard Detail o GUARD POST ' CONC HYDRANT PAD SEE NOTE 2 28' BREAK AWAY 30' 28' GUARD POST SEE NOTE t te• ELEVATION PLAN FIRE HYDRANT GUARD POST SEE NOTES 1 AND 2) NOTES: I GUARD POSTS SHALL BE B' LONG, 8-IN DIAMETER PRECAST CONCRETE OR t' LONG, 0' DIAM SCH 40, CONCRETE FILLED CUSS 52 STEEL PIPE. PAINTED WITH TWO COATS OF 'RUST- O -LEUM' NO. 2700, HI 42' GLOSS YELLOW PAINT. 2 TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF II FIRE HYDRANT OR 30- IF NOT ON LEVEL GROUND. - - 3 VALVE MARKER POST SHALL BE 42- PORTABLE TRAFFICLHDELINEATORPOSTW/TWO REFLECTOR STRIPS. THEY SHALL BE FURNISHED NEW AND UNUSED AND BURIED 24- DEEP, TO LEAVE 18' EXPOSED AS A MARKER POSTTHELETTER 'V- AND THE DISTANCE TO THE VALVE VALVE MARKER POST SHALL BE STENCILED ON THE POST WITH 2- HIGH NUMERALS, WITH BLACK ENAMEL PAINT. SEE NOTES 3, 4 AND 3) 4 VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS. VALVE MARKER POSTS SHALL BE SET IN A SAFE AND REASONABLY CONSPICUOUS LOCATION. 5 VALVE MARKER POSTS ARE NOT REQUIRED FOR AUXILIARYHYDRANTVALVES. DSW Apd U,47 ,1. D.,. Apr rc ved Sr. " Fire Hydrant Guard Post Awro -dBr• and Valve Marker Poet Dot : ram Detail: W-11 l U I I r, t I, I %-,1j L- U f1 I 117 1-1 / t INFILTRATION TRENC CD ,D I = SINGLE) L 22,5 F , T, City of Port TOW- 0-rsond - Public Works Department 9 +60,00 BEG P VM T o Ejl' CO + + cB #3 CH BED 191,60 Stndud Detail _ I Cs #2L(7 N8p 47, C8. 6 9, 86 CARSON PVC METER BOX MODEL E1419, OR RESPONSBILITY INSTALL . EQUIVALENT HAY BALES/ 1 SEE SEC. SHT 2 B #i NSTALL HAY BALESSILTSCREEN 'A SPIKED TO GROUNDPROPERTY. LINE n ' SHUT OFF WITH Vl LOCK WING GROUND KEY A110COMPRESSION 5, MUELLER MODEL 825170, O Z STOREQUIVALENT 6 "MIN O 2'MAX CD 3/4 FEMALE I SERVICE PIPE C FLARE . TYPE K COPPER ; 200tVI EXISTING GROUND CORP STOP INLET CENTER LINE GRADE [IN CL OF PAVEMENT IRON PIPE THREAD OF NEW PAVEMENT FINISH GR DE 0 8" ADS STORM DRAINOUTLETFOR110COMPRESSIONLL- CONNECTION. EQUAL TO MUELLER #H- 15028. *COPPER STUB OUT — O+ = 26 L F T T T A L; OR EQUAL 1' m CB #1 RIM 1 4,00 ;192,00 IE OUT Ic CHECK VALVE o CB #2 RIM 94,00;191,84 IE IN BED WITH PEA GRAVEL OR WASHED ROCKX 0 00 C) CB #3 RIM 93,80; 19320 IE IN. TO PROVIDE POSITIVE DRAIN OUT OF BOX 5/8 "x3/4" METER 0 M of WSENCESSRIISERVICESADDLE WITH SST BAND UPPER 6' + O95% COMPACTION) 0 r Cn TAP slzE As REQUIRED ROMAC MODEL JIOIS. R MATCH EX, PVMT) 9 0 XOREQUIVALENTW . z O O PROFILENOTE: t. Hor 1 20APRESSUREREDUCINGVALVEINSIDEASEPARATEMETERBOXISRECOMMENDEDWHERESTATICPRESSUREISGREATERTHAN80PSI. Ve rt 1 = 42. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON CUSTOMERS PROPERTY 04 AS BUILT 12 16 2005ATLEAST3' FROM THE WATER METER BOX." 3. SIZE OF FITTINGS AND TAP SIZE SHALL BE AS REQUIRED FORTHETYPEofSERVICE. FINAL SAND BEDDING LIFT 4. :I: INDICATES ITEMS TO BE INSTALLED BY CITY. 6' TO 12' ABOVE CROWN) arY NATIVE MATERIAL CLEVELAND ST. C 0 N ST. asCOMPACTED sembly IM N.. D.I. De,. R.H.,ee , Apvd Water Service Connection TO Sox TURNAROUND © 27TH ST PLAN & PROFILE W -7 A Saar• Single 3/4" and 1" Service 4' MIN SAND BEDDING WATER DETAILS FIk: B:Wg,_Bt Aftn iw&wztw Detail: W-1A TYPICAL TRENCH IN PAVEMENT K l e- SIZE FSCM N0. DWG N0. REV