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WL1501 GA �p ER TAI SOUT" TA BOARD OF DIRECTORS SOUTH TAHOE PUBLIC UTILITY DISTRICT PRESIDENT CHRIS STROHM DIRECTORS PEMBROKE GOCHNA UER JAMES R. JONES MARY LOU MOSBACHER DUANE TVALLACE GENERAL MANAGER ROBERT BAER, P.E. APPROVAL RICHARD SOLBRIG, P.E. NO. CE 28283 SOUTH TAHOE PUBLIC UTILITY DISTRICT DATE LI ATfR ASEI LA CE [10 IIISTRICT VICINITY MAP Intl PR0J SHEET INDEX CT 1. COVER - VICINITY MAP; RESTRAINT PIPE LENGTH CHART PHASE I 2. JULIE LANE PLAN & PROFILE 3. JULIE LANE PLAN & PROFILE 4. JULIE LANE PLAN & PROFILE 5. GARDNER STREET PLAN & PROFILE PHA SE H 6. TENTH STREET PLAN & PROFILE 7. ROGER AVENUE PLAN & PROFILE 8. ROGER AVE/FIFTH ST PLAN & PROFILE 9. INTERSECTION/INTERTIE DETAILS 10. DETAILS - SHEET 1 11, DETAILS - SHEET 2 12. DETAILS - SHEET 3 ALL PVC & DI PIPE SHALL BE RESTRAINED FOR THE LENGTH SHOWN FOR THE TYPE OF FITTING LISTED AS FOLLOWS (TYPICAL, ALL SHEETS): SIZE EITTI\G PVC IP 10"X8" 8"X6" 4" 4" 6" 8" 8" 4"X4"X4" 6"X6"X4" 6'X6"X6" 8"X8"X4" 8"X8"X6" 8"X8"X8" 10"X10"X8" 6" 8" REDUCER 22' REDUCER 23' 45 DEG. BEND 4' 90 DEG. BEND 10' 45 DEG. BEND 6' 22.5 DEG. BEND 4' 45 DEG. BEND 7' TEE 1' TEE 1' TEE 11' TEE 1' TEE 1' TEE 24' TEE 16' DEAD END 42' DEAD END 55' 14' 15' 3' 8' 5' 3' 6' 1' 1' 7' 1' 1' 15' 10' 27' 35' Fox (916) 541-0614 DATE: 00MAY19 SCALE: NO SCALE DRAWN: LNZ FILE: PH. 1 CVR. SHEET: 1 OF 12 SHEETS AS -BUILT 1 /01 WWS III 7 7 I I I I I > 0 n IIS n' Oz 0 0 n n DATE: 00MAY19 SCALE: AS NOTE[ DRAWN: RV/LNZ/WS FILE: GM4 SHEET: 2 OF 12 SHEETS fin (J) 0�%•....,.%L` \\ 1 z 41 0 SCALE: HORZ. 1'= 40' VERT. 1"= 10' 1 1 • \W \ SS SS SS SS I-1-1 J + SS SS SS SS SS SS SS hs. MATCH STA. 10 pa\\ \-------- //.GSCSSS f '' GS y'WS 4• 311/5 3/4'POe 1 /� SS P. 3/5 3NT 3 4' i1r{^!. • SS-_ \ / INIER11E NEW 8'PIPEUNE TO -EXISTING $'FIRE HYDRANT, ROTATE HYDRANT AS REQUIRED. (SEE DETAIL) DI. RIM ELEV.= 8308.20 IE. OUT ELEV.= 6306.20 �1 �t4 8888 \C rC aYwF r qet ot1 pee va Dm K as:e a6r rn asW ase DI. RIM ELEV.= 6343.00 IE OUT ELEV.= 6339.7E 1 01. IES W RIM ELEV.= 6343.00 U. ELEV.= 6340.50 2-40"PINES = K c.• Thr s 1CT ' Q WALL - J ., • /N - RETAINING 14• ' , 14 LMP -G. BAS �- T C'S -T. -TJ•VAgB-AC SWAM -I- - -GAF- '� �C�- Lyp,•- Ed• MM ELEV.= 6313.58 IE. IN ELEV.. $299.6$ / ,� /a RIM DEV.=8309.32 IE.OUT ELEV.= 8300.82 3N1DE AC SWALE I �'-yIr II'" - RIM ELEV.= 8341.02 IE IN ELEV.= 6334.02 Y,P- - T 55 Fl. RI ELEV.= 6344.00 ' ABANDON EXIST. 2'SiL W.L RIM • E.IN o = 6313.85 833].19 C� �' MH SDMH -. ._- MH 0 R $DMH T 10 MI1 + `J - + e'W �- 1 ;NIN NN IE �' i ELEV. BSA': WATER MAIN (TP.) ...- Z H T 10' NIN �J S1 .. W -T 2'W Fir- c .. _ i s-tLtL1� ELEV. 8310.10 IN ELEV.: 82 PP6. Aus� __ 2•W ■�^ •NEW P 1 6 PP -�_., F o PP p PP ..W MN \ 1 DI 0 wI owle rs • prt pale om -W W t SDMH PIM IE. IN OLEV ELEV.= 6309.00 = 630324 wrt w�2 dtt am[ IE. QMH RIM OUT ELEV.= ELEV.= 6312.00 6308. !c dei[ rc aue re pxrc .w me rc oes oe• 4ME ae.[ WS WS DI. RIM ELEV... 6343.00DI. E. OUT ELEV.= 6340.00 I Q RIM ELEV6 I= 6340.50 E.OUT ELEV. 43.00 I Gs I ( I J/+ �-(r+ GS i1 1 Z I -I ,� �// J LJ 0- INIERTE NEW $'PIPELINE TO EXISTING CRATER MAIN (SEE DETAIL) NS �� 00 GS WS 3/4" S3/4' ,, Vv 0 %{ V1 t. UI J/4• 1. -,. 3/4' J/4" pyCg At �{i�d 3/4 I J�y 1 y/4' %fi 9� C8 WS 3 / 4' r T G L+ 55 GS INSTNL NEW FIRE HYDRANT (SEE DETNU p_ S INTERTE NEW 8"A 10"PIPELINE TO EXISTING CWATER MAIN. (SEE DETAIL) 3/4' SS �� 3/4' GIS 3/4' GI O ti •O SS ss ss SS 55 SS ss 55 56 SS SS SS vl, Q V Q 55 \ \ I- � 55 I EXISTLC 4 NL E)OS11NG GROUND SW FACE 6 3 5 0 6350 \ \ � N f. CMP e. DRAIN PIP -_--__---�- ---- _ LJ INSTALL 8" WATER U- NE lk - 4' N. COV - - 6340 ��� -- 6340 m - _ 1 .. b... - AS.- a i aEXISTING 6' SS UNE 0 e i a EX ,TNG 8' 5S NE Ii 'I' 0' Mt E)OSTN 6' SS UNE J 6330 6330 O a r .. EASING GROUND SURFAC= / �� 6320 6320 INSTALL e" EXISTING 18' CMP WATER UNE ..------ STORM DRAIN PIPE / - // END CAP EXISTING 18' STORNI STORN DRAIN CMP PIPE !f D 36"PINE / %1 EXIS'ING 8' K./ • vALVE, RIM 6310 \ i REMovE ExlsnNc 6°cnrE REDUCER AND INSTALL A BLANK MH ELEV.= 6343.85 E%ISTEC 6' SS /- £STINGS" SS UNE FLANGE ON TEE. uNL a1 4 r / COMPRESSION J 3 4' MIH. P3VER - COUPLING 2'STL. W.L. I CAP AND ABANDON EXIST. 2° END CAP -- /INSTALL WATER MAIN (TYP.) u a 10'FLG x MJ G. $'N1 EXISTING 8 -PIPELINE n1 0°1a 1 NEW 8" PIPELINE -I o 1., ,r 10, FLGG OSS �irx S-.. J v 28 6 3 0 0 ----�.-�- 9EC2LT EXIST.2'WATER MAIN g0•ELBO xM LG x MJ / G V, 2'Q�M, 61 35' / y{R INTERTIE NEW PIPELINE TO EXISTING STA 8+18 eR FIRE g4 E%I TNG e' S5 uNE F B%8"MJHYDRANT (1)X6"FLNG RANCH TEE F• pp 4) Q 1E�ipe a9„ ilk 4•` (1) 6"FLANGED X MJ GATE VALVE 4"FLG X MJ ° a. • y. G.V. m 1 .414_ID4� NEW 10"W Q FLG%RED. 6 2] 0 INTERIM NEW B" PIPELINE TO EXISTING 8"TEE. INSTALL: II 10'6" EXIST. FIRE HYDRANT (1) 8"FLANGED X MJ GATE VALVE W1TH (ROTATE HYDRANT AS REQUIRED) IrFLG X MJ DI G 5 6 PVC D RESTRAINED GLAND. 6'%6'X6' REMOVE EXISTING 8"X6"FLANGED ABANDON OR REMOVE EXISTING fFLG TEE - REDUCER AND 6"FIRE UNE. FIRE t- 8" HYDRANT UNE L.L.1 4" ~ k _ 6"FLG X MJ II.44 G.V. COMPRESSION /1i 6'X6'%4' - COUPLING FLG TEE 6-y ��"FLG 4"FLG X MJ X MJ G.V. G.V. W/MJ END CAP NOTE: ALL FITTINGS & JOINTS TO BE RESTRAINED, PER RESTRAINED LENGTH CHART ON SHEET N0.1 DRAWN: R.V. DRAWN: WS\TERTIE SCALE: N.T.S. 1\TEPTIE STA.0+00 SCALE: N.T.S. STA.8+02 AS -BUILT 1 /01 WWS III 7 7 I I I I I > 0 n IIS n' Oz 0 0 n n DATE: 00MAY19 SCALE: AS NOTE[ DRAWN: RV/LNZ/WS FILE: GM4 SHEET: 2 OF 12 SHEETS AS BUILT WWS 8-29-00 III z 0 CY 0 n n DATE: OOMAY19 SCALE: AS NOTED DRAWN: RV/LNZ/WS FILE: GM5 SHEET: 3 OF 12 SHEETS PNASE II .___ ,.. -r cINE o �� ti \\ aP SCALE: HORZ. 1"=40'• VERT. 1"=10' 55 ss ss L SS SS SS J 55 ! r ./ '1vis F wsr 55 ss SSI l D I - o 10 Fnt Lt WS ; + ----4SS Z b--- STAI2+30 i GS GS CS CS GS C`' VAS r INSTALL 4SELBO GS — — on*a"e \ ; wore Kee[ J-20"PINES w . w oec K PnE .. Dr OPE w MK I IEME JO"PINE MILT SWC I----GAS----- Mann I Mg II •l \ r PoM EEE = 8341 RIM ELE 5354.; 'F1(�) ELEV.J] I■ I E.IN ELEV.= 8334.2 E.ODTEIFV 834150 WATER MPIENSSITIP) IE.IN ELE- OJ4l.:iH ('�MH \RIM aNt63t72 10 w MIN �0 — NEW 1. KA� ��-1�_ a � �� 6TV �• � — -■ 5f0"PIPE o PP _-��' ..,I. �CaG �� _ `'I-� INrIERTE5NEW5E'k AND SS 132 wee AC MK AC ME • one °TRRIM EV = 83 a4K 4.5500 C AC MK an oeK K.. CTV w arc C AC COW minx t INTERTE NEW PIPELINES TO ear TING **WATER MAIN (SEE DETAIL) WT ELEV.= 63{0.82 , •104'S ♦ \ �V I I A) r STA ( INSTALL NEW FIR HYIXtANT (SEE D. HYDRANT TAIL) I G= I Gsyes WS G r r I II GS V� I I •�\ Gs 5S "i•�'7 ¢\� �� y may\\ S9 SS '/i SS SS SS �A 35 53_ S5 ss elP ss ll 5� D ss \I v� t ,o (Ali 6360 6360 as EXISTING GROUND SURE ICE EXIS ANC GROUND SURFACE 6 3 5 0 6 35 0 EXISTING 6" SS nir' _ _ ' 'AL _ E105 NG 12" CMP STORM DRAI! INS"ML 10' 4' MIN °OVF ' e - _ 6340 �-- __ i.. 6340 • _ — - _ f --...1 Millar s �H:. r- EXISTING S" alb A~ +^ 1-- Al \ 6 330 6330 H E%STIH 5" 55 rn Z .. �. INTERTIE NEW 8"AND 10" PIPEUNES AND INTERTIE NEW PIPEUNES TO EXISTING 4" WATER MAIN. INSTALL: (1) 105: 8"FLANGED CROSS (1) 6"X 6"X 4 -BRANCH FLANGED TEE '.. (2) 10"FLANGED X MJ GATE VALVE µ' (1) 8"FLANGED X MJ GATE VALVE (2) 6"FLANGED X MJ GATE VALVE 4"FX MJ GATEREDUCER VALVE (1)(1 6 3 6 0 8"XLA6"NFLANGEDGED 6 3 6 0 EXIST. 4"W (2) 6 -FLANGED X MJ COUPLING ADAPTORS}, EXI. TING GgglN[ SURFACE NEW 8"W 1 4"MJ 90' ELBOW (1) 4"COMPRESSION COUPLING 6" FLANGEDx FLANGED IEE IN5r0.L 10" It oGsr P'Al (1} 6"MJBX MJ END CAP 1 FIRE HYDRANT ASSEMBLY n CAP AND ABANDON EXIST. 2" AND 4" WATER MAINS (TYP.) NOTE: ALL FITTINGS & JOINTS TO BE RESTRAINED, PER N0.1 SN 4'�DDVER RESTRAINED LENGTH CHART ON SHEET II 6350 6350 �� ,MIL„-�4 D ' � r n;— NEW 10"W 1 7� EXISTING 0" 55 EXIST.2"WATER MAIN 1 EXIST.2 WATER MAIN r ~` /I C LF6"WL 6340 / RSI 6340 IP.P. f_20 -I- n� 1I 7 11 �� 6330 1( 6330 w\\\ L&k@@ 11 INTERTIE TO EXIST. 4 -WATER MAIN \ INSTALL 6"FLANGED X MJ GATE VALVE i @5 WTH RESTRAINED CAP FOR FUTURE. P \TETI E SCALE: N.T.S.WS STA.21 +58 AS BUILT WWS 8-29-00 III z 0 CY 0 n n DATE: OOMAY19 SCALE: AS NOTED DRAWN: RV/LNZ/WS FILE: GM5 SHEET: 3 OF 12 SHEETS I 0 .n >7 III n (fl HI CY Q Q I I I 0 DATE: 00MAY19 SCALE: AS NOTE[ DRAWN: RV/LNZ/WS FILE: GM6 SHEET: OF 12 SHEETS CFLG X NJ GATE VALVE-4' W/2"MJ X MJ END CAP MD E D• "�' W/4"THREADED 2"COMPRESSION COUPLING IST. 2- C.T.V CONDUIT INTERTIE NEW 10" PIPELINE TO EXISTING 2" AND 4'WATER MAINS MST. 2' GAS MAIN 2.1.1J 45EL80w \\ �FLG "END XI 'RG I) e"dd000PLING CAP RG GATE VALVE FIRE HYDRANT ASSEMBLY MJ GATE VALVE DEPTH = 45• ADAPTER INTERTIE NEW 10"AND 8"PIPELINE TO ' I8" 8"% 8"X BRANCH FLANGED TEE EXISTING &WATER MAIN. IL„ - r `S X NJ INSTALL: 10"FLANGED X MJ GATE VALVE W/COJPLING ADAPTER � -lat.1 6"RG GATE VALVE EXIST.4"PIPELINE (1) 10"X 10" FLANGED TEE b°3 II= I 21.5 LE 8'PmE ...COUPLING ADAPTER 10"FLANGED X MJ GATE VALVE (1; 8"FLANGED GATE VALVE (1) 8"FLG X MJ GATE VALVE _ \ 7 ~� e"% e"% CBRANCH RANGED 'IEE (2) 10X8'FLANGED REDUCERS y 10'FLANGED X MJ GATE VALVE W/COUPLING ADAPTER 2 8 -FLANGED X MJ COUPLING ADAPTORS =m �13 8"MJ 22.5' ELBOW S6/ 11 moi, .... ■!'nCAP hm ... ANO ABANDON EXIST. �� I'�10"X NEW 10"W &BRANCH FLANGED CROSS STA 29+58 CL 6"FLG % NJ GATE VALVE 8" WATER MAINS. (TVP.) �����-`��\ � ti d I'' NEW 8' PIPELINE -\ a~��-e"MJ % MJ 225' ELBOW NEW 10" PIPEUNE ,'. `� BI E%IST.2"PIPELINE `A CAP AND ABANDON EXIST. 2`" EXIST. 4'W US i�. ''� , 0, AND 4' WATER MAINS (TVP.) DEPTH= Sr RESTRA 8"DEND RESTRAINED W/KICKER \`� • EXIST. ST SEWER COUPLING MG % MJ COWLING ADAPTER COMPRESSI\(x6X46RMCHftANDThE EXISTING &PIPELINE �,1. 1• 8" ROMAC COUPLING 2"W" VEND CAP 1 3. 4"FLG % MJ GV NOTE: ALL FITTINGS & JOINTS TO BE RESTRAINED, PER NOTE: ALL FITTINGS & JOINTS TO BE RESTRAINED, PER RESTRAINED LENGTH CHART ON SHEET N0.1 MST SEWER 4 M 90ELBOWUP RESTRAINED LENGTH CHART ON SHEET N0.1 AX•� / / S R.V./WS NS J %%%��% SCALE: .T.S SCALE: N.T.S. I \TEPTI E STA.29+58 1 SCS TS I \TEPTIE STA.32+83 / SS ]� 0 17 71 D —I p ,) SS /� 1 A SS V 1 ,� T 1\ ( 99 j'9jS,) ///��{ as (,�6B ci C ESI j i / ! A � jV 4 63 ; ? 'F c \ \ �f '�- 56 \ - ) 1T� l XI.) T (.-fl I-1STA H z T I IN 0.5:1 21025• L 10"MJ X MJ D W5 W51 I µS Q ,,,1t} STA 25+82 INSTALL NEW ETRE HYDRANT (SEE DETML) - GS I I r J -33'PTd C5 GS I µP2 (AU ABANDON EXIST `/I/ \ Gs INSTALL NEW IDRANT (SEE FSE yy I I WS GS I I I ABANOd! EXIST. WATER NMN (TYPJ pM pewSS Dr PINES 9 .coM•apr 4B"PINE MO c o• on anc WATER MAIN (M� ows p e c ww vti / 0J Oi W� — �_ Q p l _ �- p -I-- —a* —G NEW 10'W 1 j —9P5 _ __ A —t "`_ NEW 10'W am NEW 10 W STA.33 • INSTALL I — OW M 110'MIN RIM ELEV.= 8358.10 J _ //Vj1 \ PoM ELEV.= 8349.55 ' j I L j�1\ NH IE.IN ELEV.= 8]4180 NEW 10'W ZEIN ELEV.= 6350.60 `/ u_ / ' ,,, N MH 1 STA.32+91 INTERIM NEW 10' 2'W • PIPELINE TO EXIST. 8" WATER 2'W ABANDON EXIST. RIM ELEV.= 8308.8 RIM ELEV.= 6289.23 MNN.(SEE DETAIL) %—� WATER MAN (TVP.) IE. ELEV.= 82962 fN IE.IN ELEV.= 6261.23 TRANSIT" N FROM NEW 10' PIPELINE P T •_ TO NEW E PIPELINE) 1 ` - _-. LOP STA 22+84.5 INSTALL 10'MJ % MJ 45RENoISTA.29+85 Ortr pl'[ owr 04w opT w Ca AC vK Pr 1 w.2 om oec PP p p1w / I I I INTERIM NEW 10" PIPELINE TO EXIST. 2' AND alliTh Gs as GS i 1CS . 4"WATER MMNS(SEE DETAIL) ' •,9 •. V I GS SS MH \ SS SS SS 55 55 55 SS SS SS SS A, / �17 / / SS SS \ \ ------------------------------------i------------ii—i-- ----------- -__------------------------------------------------------ fl'IllrIt MPS •�I Clam ���iiil�CEIZTECil©iiiiiiiii.�iiiii�.i�l■iiiiiiiiiiiiii��iii --------------------------------------- WE ISM •���� iiiiiiiiiiiiiiiiii�.�■iiiiiiiiiiiiii��iii — —���ia!ii���. ..i WSW ! SM la a a a mono. a al ma ma wa ria 6350 ma an. mai NW a IIWIla )■. WI a Willa ICC CS iiiiiiii'r--iiiiii ■E!ara' ��--•=11011111 �.� .�iiiii�.iiiiiiiiiiiiiiiiii . iiiiiiiiiiiiiiiiiiiiiiii C��WWI i•ACWISS a MIllat��aila���.������������������ 6 3 4 0 ��������.��������������������. aaam.a�Caall SC�aIIIM a 6340 awn SC riiialii�..iiiiiiiiiiiiiiiiii a MI~�i��iiiiiiiiiiiiiiiiiii iiiiit•C lwardiiiiiiiiiiiiiiiiiiiiiila altiiiiiii•iiiiiiiiiiiiiiilliiiiit\\\ii�I 11111 7CiS allISPEITIMIN rl!I l all iiiiiii iiiiiianaliiiiiiiii 6330 ������w����������������������� iiiiii�lYiii�iiiii�ii�iiiiiiii�� aa ��������� ��� maiiiii\1�ifliiiiiiiiiiiiiiii ��iaiiiiiiiiiiiiiiii 6330 Siall=iiii 16:1131= iiiiriiiiiiiii is\iii W i" ilaraliiiiiiMISiiiiiii alt__allad i �� iiiiiiiiCSiiiiiii _i_i_i_i_i_W_.�i_i_i_i__i_ii_ CI 6 iiiiiiiiiiiiiii��Iiiiiiiitiiii�iiii ���a--- ili=Ma! 3 2 0 C��C�C�C�C����CC��C�C�C ���p�CC��C��n nan CS��C���� 6320 iWI iWSiiiil•LC iiiIn _wv�\�ii iiiiiiiiiii—\iiiiiiISniiiiiii W.iiiiiii illiSWt\�SIMMIIISiiiCIS 11 w\` i��iiiiCa ii:.Siai!—' 11 it_\``\\in1iiriLWiiiiiii "?'"lSIDENiiiiiiiiiiiti■Wil :VC iiiiiiiiiiiiiiiiW■WIWICISia ealliiMIr.7iiiiiii 6300 iillla ii—�Saii =CIiiiiiii ii1• \i���iiiiiiiiiiiiMIt�C' ii..lil.,.Siiiiiiiiiiiiii�\1'��iititiiiiiiii ,r�M®� �--i—�i��iCiiiiiiii ii••I iiL�J•\ice\iWalla —\_I►�__i!�,tea.I.i.» afaiiiiiiiCl.iiiiiiiiiiii— \\i=atiiiiiiii 6 3 1 0 iiia\moi\�trrll:iiiiiiiiiiii111111 lrl11\— allG.i iaCCI WE i ini2111111111Mi nal iiiiiiiiiSIM \�iCIIIIC ra•t la i_—�11WW1- /moi �ii7_\ii��iiiiiiiii.■II —\�..it•�iiiiii l�li■�ii1i\i\iiiiiiiiiiiSIC __-_-.\�iil7iii�iiiiiWui G�\\�\�..�iiiiiii 6290 iai aur�i•(••�iii��i��iiiiiiiiii__u. li1=iiiiiiiWEiiiiiiiiiSiiiiiiiiiiiiiiiiiiiiiiii ii\\IIIIIIIIWIiiiiiii i—\�MMiaiiiii �L-'� ©iir�ii i■��iii�;.i��i��iiiiiii .■iiia i6 —Iridaiiiiiiiiiiiiii��..iiiiiii SAIWiiiiiiiiiiiiiiiiii` ICIIM 6 3 0 0 ii■Giiiiil�a ii■CiiiiiI ..„n - —all Sn\i.■iiiiiii■rraaCiiiiiiiiiiiiila m.• .■iiiiiii■ai ir!�iiiiiiiiiiiiiiiiiiiiiiiii.-.Mi�\iiiii iiiiiiiiiiiiiiiiii iM.ai\iiiiii iiia ii■r•ii �i\.� �ii� iiia _•r ii ■ NC t CluI +�� s-- - iii1111.1 iiiiWIWIiiiiiiii i ii■1i7iiiiiiiWISER iiiraiiiiiii 'II t•■aliiiiiiii WS= i.■i—�= �i�iiW■ICC,iiiiiiiii 6280 iiiiiiiiiiii-� WC iii �iiii— iEr ir_ iiiiiiiiiiiiiii��iiiiiiiiiIMPSIL.Ciiiliiiiiiii�iiiiiiiWIIIIa iirSiiiiiiiilaii��ii �iiiiiiiiiiiat?, A�yTT�ai�fiiiiiiiii iiiiii 6 2 9 0 iial.�iiii—���i� iiWIiiiiiiiiiiii� aiiiiiiiii�iii iiYiiiiiii_ +li_i_i_i__ii__ �� i.liiiiiiaiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii CS aiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 6 2 7 0�.S. iiiiiia^'— 6280 iiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiii�iiiiiiiiiiii DATE: 00MAY19 SCALE: AS NOTE[ DRAWN: RV/LNZ/WS FILE: GM6 SHEET: OF 12 SHEETS 55 ss 1 l 1 z m 55 55 co co r T 1-1 S5 z TFL ABANDON EXIST.4" WATER MAIN (TYP STA.38+12 INTERNE NEW 8" PIPELINE TO EXIST. CWATER MAIN (SEE REVISED DETAIL) AP, SADDLE, CORP STOP 4.1 78.50 IN MEV.. 6269.84 B SS MN 'OE (c\ -Pf PP a PP ,I FH INSTALL NEW FIRE HYDRANT (SEE DETOL) STA 37+89 RESTRAINED PIPE JOINT STA37+82 INSTALL 45 ELBOW STA.37+42.5 INTERTIE NEW 8" PIPELINE TO EXIST. CWATER MAIN (SEE DETAIL) WS 2" eII 8 DEDICATED PIPELINE TRANSFER 2" WAVER SER.CE FROM 4' MAIN TO 8' WATER MAN. 55 -GAR Dido R \:\ OMT, CAP AND Aa*1DON DSSIINO CWATER MAIN. 0 MH 55 6,300 6290 6280 6270 6260 6250 i�.�."�I�. I.i lamMIN MIKAN ira -- �mEM all al Ila alr lalla Mal n =TEM w CO 1 RH W M a Mal MI ianaZi MINIM VaEN Ma 1M ��ELE����.___'l a WralIMMI ::ZZRMO ZZ IXISi1N �-- T En 6300 6290 6280 6270 6260 6250 STA 37+41 8"X8"X6' FLG X FLG TEE NEW 8"PVC RESTRAINED 8" FLG X MJ GATE VALVE 8"FLG X FLG 45* ELBOW EXIST 6" GAS MAIN STA37+88 RESTRAINED 8"FLG X MJ G.V. RESTRAINED 6" FLG X MJ G.V. F H. 6"PVC RESTRAINED FLG X MJ ADAPTER STA 37+42.5 8"X8"X4" FLG X FLG TEE DRAV/N. WS SCALE: N.T.S. STA 38+12 V RESTRAINED 8"X8"X8" FLG X FLG TEE, DEPTH 50" STA 38+16 8"C900 REPAIR COUPLING NEW 8"PVC Z EXIST 8"PVC ,z RESTRAINED 8"FLG X MJ GATE VALVE NEW 8"PVC STA 37+89 RESTRAINED PIPE JOINT STA 37+82 RESTRAINED 8" MJ X MJ 45" ELBOW DEPTH = 4' NEW 8"PVC STA 38+38 NEW 2"TAP, SADDLE & CORP STOP DEPTH 4' TIE STA.38+ 1 2 �AS BUILT WWS 8/00 DATE: 00MAY1 9 SCALE: AS NOTED DRAWN: RV/LNZ/WS FILE: GM11 SHEET: 5 OF 12 SHEETS .11111113111 W in a SCALE: ORZ 1" ERT 1 INSTALL 8" WL ROW EP I1 cc STA. 11+73 SEE INTERSECTION/ INTERTIE DTL. Q• q1 INSTALL 6" WL STA. 11+76 SEE INTERSECTIO INTERTIE DETAIL EP _� J t —) 2 STATIONING 0 + 0 rWS Q I— U) GS BETWhEN ROW /LJ CC STA. 11+34 SEE INTERSECTION/ INTERTIE DETAIL IS BUST 11+00 & 12+00 w 3/4" WS INSTALL 8" W 3/4" WS 1. MEC 0 EP EXIST. 4" WL EP 0 Cc 0 WSWS 3/4„ GS 3/4" EP EXISTING DI EXISTING 12" CMP CULVERT EXISTING SSMH INV. 6" NE = 6326.30 INV. 6" SW = 6323.98 0 cc 7---iiiits / SOUTH TAHOE PUBLIC UTILITY DISTRICT I Sewer . 1950. Water A PUBLIC AGENCY 1275 Meadow Cart 01/w South Lake mhos, Callrom/o 98150 Ph0170 (9,6) 544-6474 For 016) 541-0814 N 0 ce INSTALL 6" WL STA. 16+16.5 SEE INTERSECTION/ INTERTIE DETAIL SS SS \T 6" S ST INSTALL 8" 3/4 WS EXIST. 4" WL 6" SS STA. 20+62.5 SEE INTERSECTION/ INTTE�IVIE DETAIL 3/4 N w ' .11011111'• :,'Iass 10' IN, INSTALL 8" WL ROW EP 21+00 Opp EP EXISTING SS INV. 6" = 6 INSTALL 6" WL GS H 01.52 WS 3/4" ce ROW EXISTING SSMH INV. 6" = 6284.80 INSTALL 6" WL EXISTING SSMH INV. 6" = 6271.19 INV. 8" = 6271.01 ■ PP i i ce III 0 0 MIN. EXIST. 4" WL EP PP re ROW w J U 0) N (n r_^ Yr_vlEal�ao� .._ wawa SAWS 111111111 Ia11C111i ;ell aliaaalaalaal ,la aa'lala1 lalaalaal �11���I�11� ��� aal al lllaalalalaal _�1a�llaala� \ 11�aa �C �1laalaa1ala 11111111�aa1a. a aal aMINIM 11aaalaala ala KS=111— Ma aa alg, IsraIROaalMINIMMal a■n111111 ala C!1 aal an aal aal 4'y aMIIII1Wa•a 1aIMa"111111 i. _tfl 1a1��111a\\\111 11 1•t7Grl'111a� 1ala�—�al Mafia �—� ll■■�l�I lalll1111 �al �Maniaal aalaal�= lalaalrr■ Brailaa 11111! aNIERI alIM ■-a1� aalaalr 2111411 1a91■leaala■�lalaa �yle4a���1a11a1 MOM&aalaWalaal aalaalNM�1______ala l aalaalMal \_� lalaalW Baa lalaala�Ia \a— aala�al1a1\al MragMlIMMI aalMIllflfiSdMaalaal \7 1alairY�7l\�—a�a�7 Mania a lelrIi111JfiS 11:13T�� 6345 6340MMAILT 6335 6330 rOM aal waa � raa a -s r MEMM laa �1I1GiiLfli ��laalaalaal a�1\�aalaal a1la %gill al aalial� . WWI la Ila 12111A1111 Nall 111 a► tallaalaal Ilalaalaalaal Cala alaal 11a1MILIMIN al =MINI6.`1N1 • I_■aalaallaaal aalaalalet ar=XI.Y1111131 .Y.Y>•aal 111repaTiWal0 aa__ aal1211M1111 aal O1P1lPaaIallalalaala Salina al arar laMel ne aalaalWalla a�\ aaalaal WAf b [srt.7Cra lam WarIF �laa ■Iib "bSI TS9.1!■aal`f1111 -.Yillliawas.aalMOM aalaalaala■r1 . 1a1GYCT.E—swam num, aL ag laala'cf1■1f aai lmounne a xsaaaal �hrylPIPIragl *We, 7s7 k Ila N_\111111 amaal a1�1a1aka\ MINMIZaalllgaNIM Waal\_� alb MENEM aalaalaalaal�aal aalaialialnaaew llule>_ aalaaIateTc.0111M4167Sfa111a1 aalalaaalaalaalaal _—AIS ��araaalaalaalaal a011MINIMIS alaalaal ate\sa=lizva 14■:eeaal Laura wasaalaalaa EEEE PPL -1. APSIIIIIINM agenessEnne EEE5CalalliNINNP1a "IR ��■ice►rata, MEM a� ��flrlr 1■�Y1111�I� aal_—tea■_ 1ala�`� ��aalaalaal lataa a"Ia�aalaalaa-- 111 ra. tierm 1al aal aa1 aal aaallaara PNICJIMMIS al i�-�aIaalaal bilalla 111 r a�a� lal 1a1n- 0•aalala a %Q < saiR ram tti-m Emem L� miga i�� la\\\�aal 1a�— aal 29 mem I— Q lei/ —aal—iP■M allalaatlala MPS aalaalaa1n—i lalaalaalL•.17I-JI ---I1E31+>Ilaa-_- allaalaalf.]■1 Jllalaalaala� n =Naar i3FYIli!R=�a'Paal aa1.�1�t■11a1fiY1L�11a1alaalaal �aalaalalgaNNW IllallWallaktildell. aalaalaal aalaalTatsznonia• BImal aalaalaal Waaa aalWSW aalrWWMM.III aalaalall�Al.� 1a11alal/1I/YIS17a� lalaalaR'2aK Yzrti slal aal aallll`la Fs:1111 aalaal■ 1•4rllc—aal 111aa!W ?.t. 111 aalaali[b,WAa71a11a1 aall' p»�ranu lllaaallal aalaCiaalaal =a32k:Iix11n \ia*:169Il Ii /aralTlnGt4m7rs�aal aIY■YYnII111 =111aa1 --•••••/411111 a�1aa 11 IWAILMI 1aa ■ ■ ■ 1alaalaalSr* aalaalaalaa nu lataalaala�� r aalaalaallla�— aa1a111allaa�= aalaala 4 _____ l a11�Y�CLi�JI�'u�1 aa�� EMIL aiI■Ur N - O aalt•Ml■aialaalaal ■ AIMIMM� 1alla�a�7aala���� 1al��aala\�aa1— aalaalaal\�lalaal ifr74MA g ntib-TEEEEn =ME MENIE a a111IallIa\ 1111n� aaa1II aalaalaal aika--=_M-11_I_II-_ aal aal aal aal aal �7 aal ate\ �� 11 as 111111 aal Magain-Mara MISCI �! aalaal aalaal111 wa111aal aal 11111 a1 aal aal a1 a� 1 ■ �a1 aal asMEI AS BUILT WWS 1-24-01 7---iiiits / SOUTH TAHOE PUBLIC UTILITY DISTRICT I Sewer . 1950. Water A PUBLIC AGENCY 1275 Meadow Cart 01/w South Lake mhos, Callrom/o 98150 Ph0170 (9,6) 544-6474 For 016) 541-0814 I— III n �o rY I Li V W n I II z cir <11- T GAR DATE: 19 MAY00 SCALE: AS NOTE[ DRAWN: LNZ/RV FILE: GM7 SHEET: 6 OF 12 SHEETS STA. 23+15 SEE INTERSECTION/ INTERTIE DETAIL MAINTAIN MIN. 10' CLR. BETWEEN SSMH AND NEW WATER LINE ROW EP 6_' SS EP ROW EXISTING SSMH INV. 6" = 6266.02 F.H.ASS'Y 6"FLGXMJ G.V. 8"MJXMJ G.V. INSTALL 8" WL re iO PP wIL L. OSA "\\ w M�q q 4,1\•-11 N\s\\\:\.,,As\s‘ \\-c%k ts 11:11 111111111, STA. 23+57 k k PPNEE IDETAIL NTERSECTION/ \ Kt° bit kIn‘ Ilk • .6.44.1.-wakaawattwommanannaawkwinw .asanaltanla , annal am amm, R���__NI4[i•i�� ����Y�Z7i��_���—�_�_��L' 1��Ja_ RC1@il.__�___ ,war-ua-������������caa-u-���� � ����� i�u _��.� �u�ai� , IN& Namik ch MATCH LINE STA. 21+79 Saws • wan XIXIALX X XNA r7________a_`I Ntkrs‘\ \\\\1 - th:N - -IS ' : NiN 11,1 kill N ,, HATCHED ASEA \OT A PA OF THIS CO\TACT 6270 6265 6260 6255 LXIS I I NG GROUNU SURF ALt + 1— APPROXIMATE FXISII NG L coo "ID cyackc IN SI IN ins al 9; EXISTING b S5 oIUB ;or LX_S I INb b S� J 6 n R • T EXISTING SS vi W 6280 6275 6270 6265 N 1') Q 6260 IS I INK, 8 SS 6 O 8a 4 r �G N _cc LJF H, Z 6255 AS BUILT WWS 01-01 H >w U n U nv wcL __J n w n' talo 0 ry I � 0 DATE: 20MAY00 SCALE: AS NOTE[ DRAWN: LNZ/RV FILE: GM8 SHEET: / OF 12 SHEETS AS -BUILT flTAT P 01-26-01 s � WA" 89 I. U N W el / SOUTH TAHOE PUBLIC UTILITY DISTRICT Sewer . 1950. Water A PUBLIC AGENCY 7275 Meadow Crest Drive - SooM Lake Tahoe, California 96150 Phone (976) 544-6474 Fox (916) 541-0614 EXISTING SSMH INV. 10" SE = 6251.92 "CMP ` \ \ \ ` \ ELECT. INV. 6" SW = 6252.25 STA. 39+93 INV. 12" NE = 6251.75 SEE INTERSECTION/ INV. 8" NW = 6252.08 • •IL / CULVERT f/ PHI CV ``� i_' n ���- , CD 8"FLGXFLG GV W/2"B.O. IIIIII D 0O �� •C -- 42+00 EXIST.STL 8" WATER LINE s N J • �����e"CT 6"FLGXFLG GV INSTALL 8" GAS 43+00 6"HOT TAP SADDLE F STA. 0+56.5 �_ -ir nIII 1757 O J..: EL 45 -JXMJ SCALE: AS NOTEI DRAWN: LNZ/RV FILE: GM9 ;.1 SHEET: Q'+ OF 12 SHEETS �0 \� kL.. L �� w ELBOW S' W.L. I w STA.41+97 i- 01 SEE DETAIL BELOW' STA.40+18.5 PIPE @TOP OF �� ,�J� y CL 45'MJXMJ EXIST.42"CULVERT ACI ELBOW /� SEE DETAIL BELOW J� % ` �� OF DIRENEWYSOUTH STA. 43+OS +/- XISTING END OF WS MAIN. CONNECT o TO NEW 8" WL. SEE DETAIL BELOW W,$ SEE INTERSECTION/ 39+00 1 SEE IE DETAIL 3 SCALE: H0RZ 1 = 40 STA. 43+10.5 = STA36+06 CTA.39+93 CL NEW \VERT 1" = 5' TURE PIPE PART OF THIS - NOTA CONTRACT 8'BLIND FLG. \ \\ R 0 G R A \ / \ PROPOSED END OF EXISTING 8" WL EXISTING SSMH � W ? F.H.ASEMBLY S �I CROSSLGXFLG 8"W. L. V 6" 5S, INV. = 6265.35 \ tilililitI �n STA.40+18.5 `\ 2- 4"TRANSITE PHONE DUCTS 1 FLGXMJ GV , SAL ce 6"W L D A 8"FLGX LGMJ t W W/END '�INSTALL INSTALL WL STA. 38+02 DAPI W/FLGXMJ ADAPTER I RO SAL h. CAP 8" MJXMJ 43 6"FLGXMJ G.V. / GAS __ __ __ __ __ __�__ _____r•7T______ __�_____�� g- ° DEG. BEND c� ` "FLGXFLG G.V. 2- 4"PVC ELECT. DUCTS____\\90 -- \ib\�! 8"XB"FLGXFLG REDUCER - •"\�`,,11111"�\\\\`___��__`��``"��\\`-�_ 3 8"FLGXMJ G.V. ` --- ___-�_ /,V y / STA.42+73+- 8 " ���\�`,111i11�___, ---.i _�._._____--_"'_._�_ / 1 EXIST.B"STL?W. L. 38+00 CSS / EXIDT.2"G.M. MN 1 ©I I 6"HOT TAP SADD E . •pp EXIST. 4" a EXIST. 8' WL `_ � '�" QpP EXIST. 8" STE' • "'---- _-C901� NEW 8" PVC W.L. • 3 ROW , CL200A�-�6"FLGXFLGG.V. IJ_J r-` ` \GS Ng. TF__Jar - �i' GS EXISTINI zrn SSMH J \ I j END OF E STING ASISEMBLY TO REMAIN IN PLACE ��� 6" ss 1 O INV. 6" = 6264.45 = t7 6" SS, INV = 6264.83 PP CJ F- Q8" Q STA. 3 CONNE WL CONTRACTOR +86 TO EXISTING TO STA.40+49 2"B.O.V. START CL.200,C900 STA.43+12 EXISTING VC PIPE FLG. VERIFY OCATION AND INV. 6" NE = 6253.19 STA.40+56.5 8"FLGXMJ 8"COMPANION CL 4514JXMJ O.D. PR ANY FI REQUIR:D 6"HOT- OR TO ORDERING INGS FOR THE CONNECTION) AP CONNECTION = INV. 6" SE = 6253.19 INV. 6" NW = 6260.15 „�,, ... ELBOW STA.40+49 CL. 00 d=53"8"FLGXFLG.G.V. EXIST.END OF G.M. ... RESTR.CPLG. W/2"THREADED HOL EXIST.1"STL.W.S. STA.43+07+- , { STA.43+10.5 NIAIirllMallr` STA.40+17 2- 6"P VC END CONC.PIPE ENCASEMENT 3 CL FLGXFLG 8"X8"X6"TEE ELECT.DUCTS t ^ / \ / STA.40+24 \ h\L\16,6, , START (BENEATH EXIST. �' CURB & GUTTER) � • EX ST.4±PVC STA.40+20 ELECT.COND. ` ` CL.150 I / 2_ 4"TRANSITE y \ \ \ STA.40+18.5 CL J PHONE DUCTS ELBOW d-50" -ATC-ED ARE - A \OT A DART OF CO\TRACT 6275 6275 •••= a ... an:Tanana, a.a Wil 6270 6270 as.s. •. ����� 6 2 6 5 6265 -� �� - ---�- ��� � -- �_ ----- 1. - Sr• Wall ,M �t ice. �1'IGI• Wale WI�5.'r�NMIMIVIM•ri��M �9 al -7 , `.. • .6 • -��� - - • MI il.A Y I WI INIS akur .' -�.� __\�� a 6260 6260 ail al lall ••I -7"i -©i' -*:i6Y111[eri MSF lsa'ia. 1 1 - -- s a1 WV • a ����L - 1!t ate• a •4 •_- S. MINNIOA CRUISE' 1 MS 111111W • S.4frallS1. STSG SI= �- .a: • �� �>�� 1 Mit ' SW 1 ina aria -fliCY-•' W.I 6255 6255 w���=�+�r� ��� War - . I.� - , ...•s�mEZ)S'I]E n�y1�. ral - --1S1 1 a_ 11-__ ^-'-'-/1L11� GINIMA1.711Cter:1.lUCPilU:IL'ltl '� _ rte_ _ 6250 5000' • S �►1�y11,e.�..� i�T .7 - ���- EE.S .' • 1 I 15' . - • 1 1 • 11 _� 111 l • • 6000 a ail,11�.SbS -. �� .tea ME6000 s•��.�MB -,w_ 1�-�� az 1111 ��- ��IIM S - -1111 INS " - S I= - - �3i.re - � �_- i •• 6000' 6000' r .... am amoraanaaammaaa. a am . - swami L. .,coni W411WWSI Mr. Wg' "MN _ ‘111M11 a NW' all ��'�' �� �• • 6000' 6000' .- all � • P -sem Q I-ZL1J cnWV)Z 0 W H AS -BUILT WWS 01-26-01 el / SOUTH TAHOE PUBLIC UTILITY DISTRICT Sewer . 1950. Water A PUBLIC AGENCY 7275 Meadow Crest Drive - SooM Lake Tahoe, California 96150 Phone (976) 544-6474 Fox (916) 541-0614 . II PHI CV i_' n CD IIIIII D 0O s N J -ir nIII O DATE: SCALE: AS NOTEI DRAWN: LNZ/RV FILE: GM9 ;.1 SHEET: Q'+ OF 12 SHEETS F.H.ASS'Y PLUG END ABANDON EXISTING 4' WL d=33' INSTALL FIRE HYDRANT ASSEMBLY INSTALL 6' PIPE d=46' (FIELD VERIFY LENGTH) 6' FLGXMJ GATE VALVE 6'X6'X4' FLGXFLG TEE WITH 6' FLGXMJ ADAPTER 6' PIPE (FIELD VERIFY LENGTH) 6, 8'6' 8' FLGXFLG GATE VALVE PLUG EXISTING 4' WL ABANDON EXISTING 4' WL 8' PIPE(F.V. LENGTH) STA. 11+35 8' MJXMJ 45 DEG. BEND 8' PIPE PLUG EXISTING 4' WL 4' MJXMJ 90 DEG. BEND 76 GAS EXISTING 4' WL (TO REMAIN IN SVC) 4' COMPRESSION COUPLING 4 MJXMJ 90 DEG. BEND 4 PIPE (FIELD VERIFY LENGTH) 4' MJXMJ 90 DEG. BEND 4' PIPE (FIELD VERIFY LENGTH) 4' FLGXMJ GATE VALVE 6' MJXMJ END CAP 6' FLGXMJ GATE VALVE 6'X6'X6' FLGXFLG TEE 6' FLGXMJ GATE VALVE 6' PIPE (20 L.F) W H XG GJ EL 8 FLGXMJ GATE VALVE EXIST.G.M. GAS d=41' ' PIPE � D<H STA. 11+66 EXIST.4'STL W.L.d=46' 4' COMPRESSION COUPLING EXISTING 4' WL TO REMAIN IN SVC. 21 4 FLGXMJ GATE VALVE 2'6' STA. 11+76 d=52' 8 X6' FLGXFLG CROSS 6' PIPE (20 LF)d=52' STA. 11+75 8 FLGXFLG 45 DEG. BEND WITH FLGXMJ ADAPTER ABANDON EXISTING 4' WL d=42 6'X6'%4' FLGXFLG TEE WITH 6 FLGXMJ ADAPTER 6 FLGXMJ GATE VALVE 6' MJXMJ END CAP WITH 2' THREADED HOLE 2' BLOW OFF VALVE 4' PIPE (FIELD VERIFY LENGTH) STATI❑N 11+35 T I\TERSECTI_N/I\TE TE\TH ST' & GLEN 11+68 RTIE DETAIL ENT ST' - NOT TO SCALE - NOTE' ALL FITTINGS AND JOINTS TO BE RESTRAINED PER RESTRAINED LENGTH CHART ON SHEET NO. 1 1 6' FLGXMJ GATE VALVE STA. 23+20.5 8'X8' X6'TEE MJ IN 8'DIRIFLG IN 6'DIR 49'2' 8 MJXMJ END CAP 8' PIPE (20 LF) 6 FLGXMJ GATE VALVE 8 MJXMJ END CAP 8' FLGXMJ GATE VALVE 8' PIPE (FIELD VERIFY LENGTH) STA. 23+63 d=4' 8'XB' FLGXFLG CROSS WITH FLGXMJ ADAPTER 8' FLGXMJ GATE VALVE 8' FLGXMJ ADAPTER 8' FLGXMJ GATE VALVE PLUG END a 1'9' 11 6 STA. 24+02 8'X6'X6' FLGXFLG TEE W/ FLGXMJ ADAPTER 8' MJXMJ END CAP (FACE DF VALVE @STA.24+04) 8 FLGXMJ GATE VALVE 6' X4'FLGXFLG RED. 4' FLGXFLG GATE VALVE 4' MJXMJ 90 DEG. BEND 4' COMPRESSION COUPLING EXISTING 4' WL TO REMAIN IN SERVICE \4'RESTRAINED MJ END CAP W/2' THREADED HOLE (d=46') EXISTING 4' WATER LINE TO BE ABANDONED STATI❑\ 23+15 T I\TERSECTI-\/I\TE ROGER AVE' & TEN 23+57 RTIE DETAIL TH ST' - NOT TO SCALE - NOTE' ALL FITTINGS AND JOINTS TO BE RESTRAINED PER RESTRAINED LENGTH CHART ON SHEET NO. 1 19 6' 31' 6' FLGXMJ GATE VALVE 13 F.H.ASSEMBLY 4' 6' PVC 6' 10 +- 2'. SVD SVD �8' PVC��PVCC 8' FLGXMJ GATE VALVE 1:' a 2 a Zip � EXIST.2'STL.W.L.d=49' 6' FLGXMJ GATE VALVE 6'X6'X6' FLGXFLG TEE 6'%6'X4' FLGXFLG TEE 4' FLGXMJ GATE VALVE 6' FLGXMJ ADAPTER EXIST.2'STL. W.L.d=40' EXIST.12'CMP (abandoned & removed) EXIST.4'G.M, d=29' 6' FLGXMJ GATE VALVE 81)(6° FLG.CRDSS STA.16+16.5 8' FLGXMJ GATE VALVE 6' FLGXMJ ADAPTER •— EXIST.12'CMP II - 6' FLGXMJ ADAPTER 4' FLGXMJ GATE VALVE STATI❑\ 16+08 INTERSECTI❑N/INTERTIE DETAIL TENTH ST. & TATA L\, - NOT TO SCALE - 6' FLGXMJ GATE VALVE 6' MJXMJ END CAP WITH 2' THREADED HOLE NOTE' ALL FITTINGS AND JOINTS TO BE RESTRAINED PER RESTRAINED LENGTH CHART ON SHEET NO. 1 6' FLGXMJ GATE VALVE 8' FLGXMJ GATE VALVE 8' PIPE \-\ TOISTING 4' WAED\ LINE TO BE ABANDONED / EXISTING 2' WATER LINE TO BE ABANDONED PLUG END 2' SCHED. 40 STL. PIPE NOTE' ALL 2' SCHEDULE 40 STEEL PIPE & FITTINGS SHALL BE GALVANIZED I\ TER ROGER 6' MJXMJ END CAP 8' FLGXMJ GATE VALVE 8' PIPE 8'X6' FLGXFLG CROSS W/ FLGXMJ ADAPTER 6' PIPE (FIELD VERIFY LENGTH) EXISTING 4' WATER LIN TO BE ABAND 6 X6 X6 FLGXMJ AD TEE W/ 6 FLGXMJ_ GAT VALVE IPA RE H ANT ASSEMBLY tine PIPE (FIELD VERIFY LENGTH) 6 FLGXMJ GATE VALV 6 MJXMJ END CAP 2' THREADED HOL 2' SCHED. 40 STL. (FIELD V - LENe�' ) W/ 2' SC 45 'DEG. COMPRESSION COUPLING EXISTING 2' WATER LINE TO REMAIN IN SERVICE ION/INTERTI 7ETAIL AVE. & EIGHTH ST. - NOT NOTE' ALL FITTINGS AND JOINTS ❑,SCALE - ESTR<IINED PER RESTRAINED LENGTH CHART ON SHEET NO.1 21' 2 9' d=47 CATV(d=22') CATV 24' 23' 6' MJXMJ END CAP 6 FLGXMJ GATE VALVE 6'X6'X4' FLGXFLG TEE WITH FLGXMJ ADAPTER d=4'6' 4' FLGXMJ GATE VALVE PLUG END 4' PIPE (FIELD VERIFY LENGTH) 6'X6'%6' FLGXFLG TEE WITH FLGXMJ COUPLING 6' PIPE (20 LF)) 8 FLGXMJ GATE VALVE STA. 20+62.5 d=51' 8 X6 FLGXFLG CROSS WITH FLGXMJ ADAPTER 8' FLGXMJ GATE VALVE G AJ'G.M. (2;;;6' FLGXMJ GATE VALVE 6' PIPE (20 LF) ABANDON EXISTING 4' WL V � 6 X6 X4 FLGXFLG TEE WITH FLGXMJ ADAPTER G1 7>4' FLGXMJ GATE VALVE 4' PIPE (FIELD VERIFY LENGTH) 26' EXISTING 4' WL TO REMAIN IN SERVICE 4' COMPRESSION COUPLING 4 MJXMJ 45 DEG. BEND 4 PIPE (FIELD VERIFY LENGTH) 4' FLGXFLG 45 DEG. BEND WITH FLGXMJ ADAPTER 4' FLGXMJ GATE VALVE 6 PIPE (FIELD VERIFY LENGTH) 711H 76 743Lr 6'X6'X4' FLGXFLG TEE WITH FLGXMJ ADAPTERS EXISTING 4' WL TO BE ABANDONED G1 6 FLGXMJ GATE VALVE 6' MJXMJ END CAP 30' 4' COMPRESSION COUPLING STATI❑N 2C INTERSECTI \/I\TE TENTH ST, & GL +49 RTIE IETAIL BENE AVE. 8' PIPE ABANDON EXISTING 4' WL PLUG END 4' MJXMJ 45 DEG. BEND 4 PIPE (FIELD VERIFY LENGTH) 4' MJXMJ 45 DEG. BEND EXISTING 4' WL TO REMAIN IN SERVICE - NOT TO SCALE - NOTE' ALL FITTINGS AND JOINTS TO BE RESTRAINED PER RESTRAINED LENGTH CHART ON SHEET NO. 1 6' FLGXMJ GATE VALVE 6' PIPE (FIELD VERIFY LENGTH) 10' IN FIRE HYDRANT ASSEMBLY 8' MJXMJ END CAP 8 FLGXMJ GATE VALVE 8' PIPE STA. 40+19 8'X8'%8' FLGXFLG TEE W/ FLGXMJ ADAPTER 8 PIPE (FIELD VERIFY LENGTH) EXISTING .S.S MAIN 8 FLGXMJ GATE VALVE STA. 39+92 8'%8'X6' FLGXFLG TEE 8'FLGXMJ GATE VALVE 8 PIPE STATION 39+92 TO 40+19 INTERSECTION/INTERTIE DETAIL HWY, 89 & EIETH ST' - NOT TO SCALE - NOTE. ALL FITTINGS AND JOINTS TO BE RESTRAINED PER RESTRAINED LENGTH CHART ON SHEET NO. 1 8' PIPE STA. 43+15 8' MJXMJ 45 DEG. BEND 8' PIPE (FIELD VERIFY LENGTH) STA. 43+38 8' FLGXFLG 45 DEG. BEND W/ FLGXMJ ADAPTER STA. 43+40 8'%8'X4' FLGXFLG TEE 8' FLGXFLG GATE VALVE STA. 43+42 8' COMPRESSION COUPLING EXISTING 8' WL _ 4' COMPANION FLG W/ 2' THREADED HOLE 2 BLOW OFF VALVE STATION 43+15 TO 43+42 INTERSECTION/INTERTIE DETAIL HWY 89 INTERTIE TO EXISTING - NOT TO SCALE - NOTE. ALL FITTINGS AND JOINTS TO BE RESTRAINED PER RESTRAINED LENGTH CHART ON SHEET NO. 1 AS BUILT WWS 1-26-01 n W 1 c 3 I� IlI 77 Ffl c L 1 n \/I\TF RTIE DATE: 19 MAY00 SCALE AS NOTED DRAWN: LNZ FILE: GMWL INT. SHEET: OF 12 SHEETS NOTE: 1. ALL A.C. PAVEMENT REPLACMENT TO BE PLACED IN TWO EQUAL LIFTS. 2. CONTRACTOR PAY ITEM FOR TRENCH WIDTH AND PAVEMENT REPLACEMENT SHALL BE MAXIMUM TRENCH WIDTH PLUS 12" SAWCUT. TRENCH WIDTH AND PAVEMENT REPLACEMENT EXCEEDING MAXIMUM AS DESCRIBED HEREIN AND IN THE SPECIFICATIONS SHALL BE COMPLETED AT NO ADDITIONAL EXPENSE TO THE CONTRACT. SAW CUT TYP. EXISTING A.C. PAVEMENT THICKNESS MAY VARY CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION. EL DORADO CO. R.O.W. = 8" CITY OF SO. LAKE TAHOE R.O.W. = 6" OUTSIDE R.O.W. MIN. = 4" PROJECT EXCAVATED MATERIAL AS SPECIFIED (COMPACTED BACKFILL AT 95% RELATIVE COMPACTION) WITHIN EL DORADO CO. AND CITY OF SO. LAKE TAHOE R.O.W.'S. WITHIN CALTRANS R.O.W. SHALL BE 2 SACK SAND SLURRY PER CALTRANS SPECS FROM TOP OF BEDDING TO BOTTOM OF NEW ASPHALT. UNLESS OTHERWISE SPECIFIED. TRACER WIRE (NOT REQUIRED WITH DUCTILE IRON PIPE IF BONDED) CLASS 2 AGGREGATE BASE COMPACTED OR JETTED. SPEC. BEDDING COMPACTED TO 95% RELATIVE COMPACTION. 6" MIN. 12' MAX THICKNESS OF REPLACEMENT AC PAVEMENT CITY OF S0. LAKE TAHOE R.O.W. = 3" EL DORADO CO. R.O.W. = 4" CALTRANS R.O.W. = 4" OUTSIDE R.O.W. MIN. = 2 1/2" a 4 e 12" MAX. a f 4" MINIMUM OR MATCH EXISTING IF GREATER d 0 o a 4 4 6" MIN. 12" MAX. 3 z z 12" TO TOP OF PIPE 6" 12" MAX. PIPE O.D. TRE\CH DETAILS - WITHIN PAVED AREAS NO SCALE REVEGETATION PER SPECS. 2" HIGH MOUND 12" TYP. PROJECT EXCAVATED MATERIAL AS SPECIFIED (COMPACTED BACKFILL AT 90% RELATIVE COMPACTION) TRACER WIRE (NOT REQUIRED WITH DUCTILE IRON PIPE IF BONDED) CLASS 2 AGGREGATE BASE COMPACTED OR JETTED. SPEC. BEDDING COMPACTED TO 95% RELATIVE COMPACTION. 4 4 4 4. 4 4 12" MAX. 6" 12" MAX. PIPE O.D. TRE\CH DETAILS - OUTSIDE OF PAVE NO SCALE D i A EAS THRUST BLOCK AREA REQUIRED - SQUARE FEET rnNCF 90' BEND 45' BEND 22.5' BEND 11.25' BEND TEE yW/TPLUG W/ PLUG W/ROSS PLUGS TYPICAL INSTALLATION Jitf;;se J��e *ern A_ ti� � I s J� . '0, " ��I J �7 Sr Sr I re 1 em M e• SIZE OF PIPE 6" 4 4 2 2 4 4 4 4 8" 10 6 3 3 10 10 10 10 10' 12 8 4 4 15 15 15 15 12' 16 10 6 6 20 20 20 20 14' 21 12 6 6 22 21 22 21 16' 27 15 8 8 22 27 27 27 18' 45 25 13 13 32 45 45 45 24' 65 35 18 18 45 65 65 65 BEARING AREA SECTIO\ NOTES 1. JOINTS, FLANGE BOLTS AND FACE OF PLUGS TO BE KEPT CLEAR OF CONCRETE. 2. BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL. 3. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS 423-C-2500 OR BETTER P.C.C. 4. THRUST BLOCK AREA IS BASED ON TEST PRESSURE OF 150 PSI AND A HORIZONTAL SOIL BEARING STRENGTH OF 1500 PSI. 5. NUTS AND BOLTS ON ALL MJ FITTINGS SHALL BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450', AMER ON OR EQUAL, 15 MILS EACH COAT. Cam TYPICAL TH 3/ RUST 3LOC< DETAIL NO SCALE NOTE: 1. ALL WORK PERFORMED WITHIN THE CALTRANS RIGHT OF WAY SHALL CONFORM TO THE ENCROACHMENT PERMIT ISSUED FOR THIS PROJECT. 2. CASING SPACERS SHALL BE MODEL PX MANUFACTURED BY CALPICO, OR APPROVED EQUAL. 3. ALL CASING END SEALS SHALL BE CALPICO MODEL C CUSTOM PULL -ON CASING END SEALS OR APPROVED EQUAL. 4. THE CONTRACTOR SHALL SET UP AND MAINTAIN BARRIERS AS SPECIFIED COMPLETELY AROUND BOTH BORE AND RECEVING PITS DURING THE DURATION OF CONSTRUCTION IN THE AREA HIGHWAY PAVEMENT SURFACE ♦•••••♦••♦•♦ ♦♦M♦♦♦♦♦♦ *MOM* * TRACER WIRE (NOT REQUIRED WITH DUCTILE IRON PIPE IF BONDED) NEW PIPELINE 4' MIN. TO TOP OF CASING CASING SPACERS SHALL BE MODEL PX MANUFACTURED BY CALPICO, OR APPROVED EQUAL. CASING PIPE DIAMETER AND WALL THICKNESS SHALL BE AS INDICATED ON THE PROJECT SPECIFICATIONS. BORE CASING - CROSSI\G OF PAVED HIGHWAY 4 NO SCALE DISTANCES SHALL BE UNIFORM FROM BACK OF PROPERTY LINE TO EDGE OF WATER BOXES 6 GA.SOLID COPPER TRACER WIRE CORP. STOP Q. •`J0•% . J 2' MAX. -1 TrN7 ®nom n .. MIS a Ib dimilamirran 1 L .F CURB 48"MIN. EE NOTE #7 POLYETHYLENE TUBING SIZED AS INDICATED ON THE PROJECT DRAWINGS APPROVED DUCTILE IRON EPDXY COATED OR BRASS SADDLE CLAMP NOTES: COMPRESSON COUPLING AS REQUIRED FOR POLYETHYLENE -� X TYPE OF SERVICE MAIL POLYETHYLENE TUBING 4 *1 3/4" POLYTHYLENE TUBING ISI ISI MUELLER #300/ 625171 CURB STOP MUELLER H-15365 "U" BRANCH MUELLER H-15429 COUPLING INTERTIE TO EXIST. WATER SERVICE LINE WITH COMPRESSION COUPLING POLYETHYLENE X AS REQUIRED FOR TYPE OF SERVICE, STOP (SEE NOTE 2) 1. ALL SERVICE CONNECTIONS SHALL CONFORM TO AWWA C-800-84 AND BE INSTALLED FROM THE NEW MAIN TO EACH EXIST SERVICE LINE. THE EXIST CURB -STOP AND VALVE BOX SHALL BE REPLACED. 2. NEW CURB -STOP SHALL BE SIZED AS INDICATED ON PLANS AND BE MUELLER #300 / B25171 OR APPROVED EQUAL. WITH MUELLER #110 / H15429 COUPLING. MUELLER #300/ B25029 CORP. STOP SADDLE OFF MAIN W/ 1" TAP 3. CORPORATION STOP SHALL BE SIZED AS INDICATED ON PLANS AND BE MUELLER #300 / B25029 OR APPROVED EQUAL 4. SINGLE HOUSE SERVICE SHALL BE 3/4" POLYETHYLENE WITH 3/4" FITTINGS DOUBLE HOUSE SERVICE SHALL BE 1" POLYETHYLENE TO MUELLER H-15365 "U" BRANCH CONNECTION WITH TWO 3/4" CURB -STOPS AND SERVICE CONNECTIONS 5. ALL WATER SERVICES SHALL HAVE A HAND TAMPED SAND BEDDING 9" ABOVE AND BENEATH THE TUBING AND SHALL HAVE 6" MINIMUM CLEARANCE ON EACH SIDE "THIS IS NOT A REQUIREMENT FOR SERVICES INSTALLED BY DIRECTIONAL BORING" 1" POLYTHYLENE TUBING DOUBLE SERVICE 6. ALL WATER SERVICE SHALL BE POLYETHYLENE 200 PSI CLASS HAVING THE SAME INSIDE DIAMETER AS CORRESPONDING SIZES OF IRON PIPE. 7. WATER VALVE BOX SHALL BE CHRISTY F-8 BOX WITH CAST IRON LID MARKED WATER. OR APPROVED EQUAL. 8. ALL CORP -STOPS, CURB -STOPS AND POLYETHYLENE SERVICE LINES SHALL BE DISINFECTED AND HYDROSTATIC TESTED ALONG WITH THE NEW MAIN PRIOR TO BEING PLACED INTO SERVICE 9. ALL TUBING CONNECTIONS SHALL BE THE COMPRESSION TYPE: MUELLER OR APPROVED EQUAL. 10. TRACER WIRE SHALL BE INSTALLED FROM THE NEW MAIN ALONG NEW SERVICE LINE TO THE VALVE BOX REGARDLESS OF NEW WATER MAIN TYPE. ON CONDUCTIVE TYPE PIPELINES THE TRACER WIRE SHALL BE CLAMPED USING APPROVED STAINLESS STEEL CLAMPS WATER SERVICE CON \ECTION NO SCALE STANDARD 1 1/2" PENTAGON OPERATING NUT HYDRANT FLANGE TO BE MIN. 3" ABOVE GROUND FILTER FABRIC OVER DRAIN ROCK MIN. 12" 3/4" DRAIN ROCK HYDRANT WEEP HOLE TO REMAIN CLEAR 4 " OUTLET FACING STREET UNLESS r�OTHERWISE NOTED OR DIRECTED e 8" e. 0 RESTORE TO PRE EXISTING GRADE VALVE BOX AND COVER SEE NOTE #3 e 4 CONCRETE THRUST BLOCK CONFORMING TO THE PROJECT SPECDIFICATIONS BACKFILL AND COMPACTION REQUIREMENTS PER PROJECT SPECIFICATIONS SEE NOTE # 5 6" MJ X FLNG. GATE VALVE 8" PVC RISER PIPE NOTES: 1. FIRE HYDRANT SHALL BE MUELLER A-421 "CENTURIAN" OR WATEROUS PACER TRAFFIC MODEL WB6700P WITH 2 - 2 1/2" HOSE NOZZLES AND 1 - 4" PUMPER NOZZLE AND CONFORM TO AWWA C-502-80 2. FIRE LINE TEE ON NEW MAIN SHALL BE DUCTILE IRON MJ X MJ WITH 6" FLANGED BRANCH THE SAME PRESSURE RATING AS THE PIPELINE BEING INSTALLED. 3. GATE VALVE SHALL BE MJ X FLANGED RESILIENT WEDGE GATE VALVE. EPDXY LINED AND COATED. WITH CHRISTY G-5 VALVE BOX & METAL LID STAMPED "WATER". #6 BARE COPPER TRACER WIRE SEE NOTE # 2 4. HYDRANT THRUST BLOCK SHALL HAVE A MINIMUM BEARING SURFACE OF 6 SQ. FEET. ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS, CONCRETE FOR THRUST BLOCKS SHALL BE FORMED TO MAINTAIN A MINIMUM CLEARANCE OF 2" FROM FLANGE BOLTS. 5. FIRE LINE GATE VALVE AND HYDRANT MECHANICAL JOINTS TO BE INSTALLED WITH US PIPE MJ GRIPPER GLAND, EBAA-IRON MEGALUG 1100SD SERIES FOR DUCTILE IRON PIPE. RESTRAINED JOINTS FOR PVC PIPE SHALL BE EBAA-IRON MEGALUG SERIES 2000 OR 1100PV. OR APPROVED EQUAL 6. HYDRANT ASSEMBLY SHALL PASS HYDRO -STATIC PRESSURE AND DISINFECTION TESTING AS SPECIFIED ALONG WITH NEW PIPELINE PRIOR TO BEING PLACED INTO SERVICE. 7. HYDRANTS SHALL BE LOCATED AS SHOWN ON THE PROJECT DRAWINGS, 2' INSIDE R.O.W. OR AS DIRECTED BY THE DISTRICT ENGINEER AND MUST HAVE A MINIMUM OF 10' CLEARANCE FROM ANY DRIVEWAY. THE EXACT LOCATIONS FOR THE FIRE HYDRANT INSTALLATIONS WILL BE DETERMINED IN THE FIELD. 8. HYDRANTS SHALL BE INSTALLED WITH THE BOTTOM OF THE PUMPER NOZZLE A MINIMUM OF 18 INCHES ABOVE THE GROUND. FIRE HYDRA\T DETAIL \ 6,2 NO SCALE FINSHED GRADE TYPICAL VALVE BOX (SEE DETAIL B/5) 45' THD. GALV. ELBOW SIZE TO MATCH EXIST. SEE NOTE 3 & 6 SEE NOTE 2 4 EXIST WATER MAIN 4" DIA. AND UNDER SEE NOTE 4 SEE NOTE 3 & 6 TYPICAL THRUST BLOCK (SEE DETAIL) NOTES: 1. ALL INTERIMS TO EXISTING WATER MAINS UNDER 6" SHALL CONSIST OF VALVES AND FITTINGS AS SPECIFIED AND CONFORMING TO AWWA C-509 AND C-110. 2. THE MAIN LINE VALVE CLUSTER SHALL CONSIST OF A FLANGED TEE AND FLANGED X MECHANICAL JOINT VALVES. OR FLANGED COUPLING ADAPTORS. 3. FOR WATER MAINS 2" AND UNDER THE INTERTIE BRANCH SHALL CONSIST OF A FLANGED BELL REDUCER FROM THE NEW WATER MAIN TEE TO 6" , 6" FLANGED GATE VALVE AND 6" COMPANION FLANGE THREADED FOR THE APPROPRIATE SIZE INTERTIE PIPING. 4. THE INTER11E SHALL CONSIST OF THREADED SCH.40 GALMNIZED PIPE, ALIGNED TO THE EXISTING WATER MAIN ELEVATION USING THREADED 45' ELBOWS AND COUPLED TO THE EXISTING WATER MAIN USING AN APPROVED 4 BOLT COMPRESSION COUPLING. 5. THE 6 GA. TRACER WIRE SHALL BE ROUTED FROM THE MAIN ALONG THE INTER11E AND CLAMPED TO THE EXISTING WATER MAIN USING STAINLESS STEEL CLAMPS.. 6. FOR WATER MAINS OVER 2" THE INTERTIE BRANCH SHALL CONSIST OF A FLANGED BELL REDUCER FROM THE NEW MAIN SIZE TO 6" , 6" FLANGED GATE VALVE, 6" X APPROPRATE SIZE FLANGED BELL REDUCER AND FLANGE X MJ COUPLING ADAPTOR. 7. ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS. 8. CONCRETE FOR ANCHOR BLOCKS SHALL BE FORMED TO MAINTAIN MINIMUM 2" CLEARANCE FROM FLANGE BOLTS. INTE RTIE TO EXISTING MAINS U \DER 6" INSTALL COMPRESSION COUPLING BETWEEN NEW AND EXIST. MAINS CLAMP TRACER WIRE TO EXIST MAIN NO SCALE LOCATE SPOIL UPHILL OF OPEN TRENCH SECTION OPEN TRENCH SECTIION SLOPE (TYP) NEW PIPELINE 1 IFILTER FENCE OR STRAW BALE SEDIMENT BARRIER, SEE DETAIL NOTE: RELOCATE FILTER FENCE / STRAW BALE SEDIMENT BARRIER AS NECESSARY TYPICAL OPE\ TRE \CH SECTIO\ STAKE FILTER FABRIC WRAP FABRIC UNDER 1"x LUMBER AND RAMSET TO AC NO SCALE FENCE IN PAVEMENT SECTION STAKE FILTER FABRIC KEY IN TOE OF FABRIC FENCE IN NATIVE SOIL (-B FILTER FABRIC FE \CE %,2y NO SCALE ���/r/` jQ r`/`//`/`//`U`i/;p`i EMBEDDING DETAIL 2 REBAR, STEEL PICKETS, OR 2"x2" STAKES, 1 1/2' TO 2' IN GROUND MAINTAIN TIGHT FIT BETWEEN BALES. STUFF WITH LOOSE STRAW AS NECESSARY. ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE 6" VERTICAL FACE • �3 ANCHORING DETAIL WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR STRAW BALE SEDIVE\T 3A NO SCALE RI ER FINSHED GRADE 6" LOOP (BARE WIRE) PVC RISER SEE NOTE #2 #6 BARE TRACER WIRE (TYP) 4 REBAR TYP. NOTES: -4P E 4 A s VALVE BOX TYP. SEE NOTE #3 & 4 A 1'MIN. GATE VALVE SIZE N ANCHOR(T)BLOCK DIMEBN O (FT) 6" 1.5 1.0 8" 1.5 1.0 10" 2.0 1.5 12" 2.0 1.5 1. GATE VALVES 14" DIAMETER AND SMALLER SHALL BE MUELLER OR APPROVED EQUAL AS PER AWWA C-509, RESILENT RUBBER SEAT RING. WEDGE DISC. NON RISING. STEM. BRONZE STEM NUT AND 0 -RING SEALS ABOVE AND BELOW THE THRUST COLLAR, WITH 2" SQUARE OPERATING NUT. VALVES 16" AND LARGER SHALL BE BUTTERFLY VALVES AS SPECIFIED AND SUBMITTED FOR APPROVAL. 2. THE MAIN LINE VALVE CLUSTER SHALL CONSIST OF A FLANGED TEE AND FLANGED X MECHANICAL JOINT VALVES. OR FLANGED COUPLING ADAPTORS. 3. VALVE BOX RISER PIPE TO BE 8" PVC, SDR -35 AND INSTALLED PERPENDICULARLY CENTERED AROUND AND COVERING THE UPPER VALVE BONNET AND OPERATOR. 4. VALVE BOX SHALL BE CHRISTY G5 BOX WITH METAL LID MARKED "WATER" 5. THE 6 GA. TRACER WIRE SHALL BE ROUTED FROM THE MAIN ALONG THE INTERTIE AND CLAMPED TO THE EXISTING WATER MAIN USING STAINLESS STEEL CLAMPS.. 6. EXPOSED NUTS AND BOLTS ON MJ FITTINGS TO BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450, AMERON OR EQUAL 15 MILS EACH COAT. 7. ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS. 8. CONCRETE FOR ANCHOR BLOCKS SHALL BE FORMED TO MAINTAIN MINIMUM 2" CLEARANCE FROM FLANGE BOLTS. TYPICAL WATER VALVE DETAIL \ ¢ / NO SCALE 12" 12" 3" N 1" 5.5" R=2" 26" NOTE: FOR CONSTRUCTION PURPOSES, AT THE OPTION OF THE CONTRACTOR, THE BOTTOM OF THE GUTTER MAY BE CONSTRUCTED FLAT. 1. LOCATE 1/2" PREMOLDED TRANSVERSE EXPANSION JOINTS OF ASPHALT IMPREGNATED CELOTEX IN CURB AND GUTTER AT 20' INTERVALS. 2. CONCRETE TO CONFORM TO SPECIFICATIONS (WITH 6' AIR ENTRAINMENT) 3. THE MATERIALS AND METHOD OF PLACEMENT SHALL CONFORM TO THE SPECIFICATIONS UNDER SECTION COVERING CONCRETE PLACEMENT. 4. CURB AND GUTTER SHALL BE SPRAYED UNIFORMLY WITH A CLEAR PIGMENTED CURING COMPOUND. THE MATERIAL, METHOD AND RATE OF APPLICATION SHALL CONFORM TO THE SPECIFICATIONS. 5. ALL CURB AND GUTTER SHALL BE WATER TESTED. 6. REPLACEMENT OF ASPHALT CURB AND GUTTERS SHALL MATCH THE CONFIGURATION OF THE EXISTING FACILITIES TYPICAL ROLLED CU AND GUTTER NO SCALE 3" CLR (TYP ALL AROUND) 6" MIN (TYP ALL AROUND) WIDTH OF TRENCH PIPE A SECTION CLASS "A" CONCRETE CONC ENCASEMENT OF PIPE 4-#4 CONTINUOUS FOR PIPE 36" ID & SMALLER. 4-#6 CONTINUOUS FOR PIPE LARGER THAN 36" ID. #4 0 2,-0" CONC WALL OR SLAB. SEE DRAWINGS FOR REINF. SECTION ACI STD HOOK (TYP) CB- CONCRETE ENCASEMENT OF PIPE 6y NO SCALE III. -,s--:___ , eta // i_.„___ \\ SOUTH TAHOE PUBLIC UTILITY DISTRICT ,._ I Sewer . 1950. Water A PUBLIC AGENCY 1275 Meadow Crest Drive - South Lake Tahoe, California 96150 Phone (530) 544-6474 Fax (530) 541-0614 =VL\ SRL \I- RL CRAW \GS 7 Q I- > III CARD\FR D DATE: OOMAY19 SCALE:NO SCALE DRAWN: R.V. FILE: DETAILS2 SHEET: 1 1 OF 12 SHEETS AC PAVEMENT OR SOIL BACKFILL. SET MANHOLE FRAME AND COVER 1/2" BELOW AC PAVEMENT IN UNPAVED AREAS SET 2" ABOVE GRADE. MANHOLE FRAME FRAME AND COVER 7 TO BE SUPPUED BY DISTRICT 411 MIII. io 0 48" UNLESS OTHERWISE SPECIFIED STEEL TROWEL FINISH I a w cc a z i7 PIPE OD z 2 N t-6" CLR OD OF MANHOLE + 12" 24" GRADE RINGS 6" MIN AND 12" MAX HEIGHT ECCENTRIC CONE (SHOWN ROTATED 90') SEE NOTE 1 JOINT SEALING COMPOUND (TYP) SEE NOTE 2 PRECAST MANHOLE BARRELS THICKNESS AS SPECIFIED CUT OUT TOP OF PIPE WITHIN MANHOLE (SEE TYP. BASE SECTION) FORM GROOVE IN MANHOLE BASE W/ STEEL OR ALUMINUM BASE RING PER MFRS DETAIL 6" EPDXY GROUT FILLET CLASS "A" CONCRETE POURED IN PLACE #4 0 12" EW GROUT IN SMOOTH CHANNEL AND SHAPE INVERT TO INVERT OF OUTLET SEWER TYP. (SEE NOTE 5) END PIPE 2" FROM WALL TYPICAL FOR JUNCTION AND ANGLE MANHOLES t w 2' MAX JOINT (TYP) EXISTING PIPE EXTENDS THROUGH MANHOLE. CUT & REMOVE PORTION OF EXISTING PIPE TO FORM SMOOTH CHANNEL TO INVERT OF OUTLET SEWER. TYPICAL SECTION - BRANCH INLET CUT OUT TOP OF PIPE TO SPRINGLINE NOT TO SCALE USE IMPRESSION RING TO FORM MATING GROVE IN TOP OF SLAB 2' PIPE BEDDING MATERIAL COMPACTED PER SPECIFICATIONS AND PLACED ON UNDISTURBED SOIL NOTES: 1. LOCATE MANHOLE COVER ON DOWNSTREAM SIDE OF MANHOLE. 24" MANHOLE FRAME AND COVER TO BE SUPPLIED BY DISTRICT. 2. JOINT SEALING COMPOUND SHALL BE QUIK—SEAL BY ASSOCIATED CONCRETE PRODUCTS; RAM—NEK BY K.T. SNYDER COMPANY; OR APPROVED EQUAL. MH RING TYP. (SEE NOTE 5) TYPICAL SECTION - MANHOLE BASE 3. FOR SHALLOW MANHOLES, THE CONTRACTOR SHALL SUBSTITUTE A PRECAST CONCRETE MANHOLE CAP, DESIGNED FOR H-20 TRAFFIC LOADING, IN LIEW OF THE ECCENTRIC CONE. THE 24—INCH OPENING SHALL BE LOCATED IN THE CENTER OF THE MANHOLE CAP. PROVIDE A DESIGN SUBMITTAL, PREPARED AND SEALED BY A QUALIFIED REGISTERED ENGINEER, DEMONSTRATING COMPLIANCE WITH THE REQUIRED LOADING CRITERIA. 4. FOR MANHOLE PENETRATIONS MAKE TRANSITION FROM DIFFERING PIPE MATERIALS AT THE CENTER OF THE MANHOLE, PROVIDING A 12"—LONG U—SHAPED OPEN CHANNEL TRANSITION SECTION OF HAND— FORMED CONCRETE TO PROVIDE A UNIFORM TRANSITION BETWEEN THE TWO PIPE MATERIALS. 5. ALL MANHOLE PIPE PENETRATIONS SHALL BE PROVIDED WITH A FLANGE, OR OTHER SUBSTANTIAL DEVICE WELDED ONTO OR CAST INTEGRALLY WITH THE PIPE. SUCH DEVICE SHALL BE SUBJECT TO THE ENGINEER'S REVIEW AND SHALL BE ADEQUATE TO RESTRAIN LATERAL MOVEMENT DUE TO TEMPERATURE DIFFERENTIALS IN THE PIPE. LOCATE THE WALL RING IN THE SLAB DIRECTLY BELOW THE PRECAST MANHOLE RING. SEWEP N ANHOLE DETAIL NOT TO SCALE NOT TO SCALE GE\E PAL \ OTES : 1) CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS POSSESSION PRIOR TO COMMENCEMENT OF WORK. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. LOCATION AND DEPTH OF EXISTING UTILITIES WHERE SHOWN ON PLANS ARE BASED ON BEST AVAILABLE INFORMATION. NO GUARANTEE IS MADE AS TO THE ACCURACY OF THIS INFORMATION OR THAT ALL UTILITIES ARE SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, PROTECT, AND MAINTAIN ALL EXISTING UTILITIES. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT SHALL NOTIFY MEMBERS OF U.S.A. 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING U.S.A. 1-800 642-2444 EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES IN DEPTH BELOW THE EXISTING GROUND SURFACE. 3) PRIOR TO UNDERTAKING ANY CORRECTIVE ACTION BY THE CONTRACTOR REGARDING PIPELINE LOCATION OR ALIGNMENT THE CONTRACTOR SHALL NOTIFY THE ENGINEER. SHOULD ANY CORRECTIVE WORK BE DONE PRIOR TO NOTIFICATION, THE ENGINEER ASSUMES NO LIABILITY FOR THE COSTS INCURRED FOR THIS WORK. 4) CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND ANY OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 5) THE CONTRACTOR SHALL APPLY EITHER WATER OR DUST PALLIATIVE OR BOTH AS REQUIRED IN THE OPTION OF THE OWNER OR HIS REPRESENTATIVE FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE. 6) THE CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY STANDARD CONDITIONS OF APPROVAL - STANDARD ATTACHMENT "D". 7) THE CONTRACTOR SHALL COMPLY WITH THE LAHONTAN REGIONAL WATER QUALITY CONTROL BOARD WASTE DISCHARGE REQUIREMENTS FOR THIS PROJECT. 8) ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE REVEGETATED WITH VEGETATION SPECIES IN ACCORDANCE WITH THE TAHOE REGIONAL PLANNING AGENCY'S STD. CONDITION A.1 B. OF ATTACHMENT "R". 9) ALL EXCESS MATERIAL FROM THE PROJECT IS TO BE REMOVED FROM THE SITE AND DISPOSED OF AT A SITE APPROVED BY TRPA AND THE DISTRICT AT THE CONTRACTORS EXPENSE. 10) ALL INTERTIES BETWEEN NEW WATER MAINS AND EXISTING WATER SYSTEM, INCLUDING NEW WATER SERVICE CONNECTIONS, AND FIRE HYDRANT INSTALLATIONS AND TRANSFERS, SHALL ONLY BE MADE AFTER ALL PRESSURE TESTING AND DISINFECTION REQUIREMENTS ARE SATISFACTORILY MET. 11) AFTER THE NEW WATER MAINS ARE PLACED INTO SERVICE, THE EXISTING WATER MAINS, WHERE SHOWN ON THE PROJECT DRAWINGS, ARE TO BE ABANDONED IN PLACE BY CUTTING OUT A SECTION OF PIPE AND WELDING A CAP ON THE END OF PIPELINE, OR OTHER APPROVED METHOD OF CAPPING. BLANK -FLANGE CAPPING SHALL BE UTILIZED WHERE POSSIBLE. ALL EXPOSED CORPORATION STOPS ON THE EXISTING WATER MAINS ARE TO BE LEFT IN PLACE IN THE CLOSED POSITION. FOR CORPORATION STOPS THAT HAVE NOT BEEN EXPOSED, THE CAPPING OF THE END OF THE SERVICE LINE USING AN APPROVED COMPRESSION FITTING SHALL BE ACCEPTABLE. 12) ALL EXISTING WATER SERVICES FOR THIS PROJECT SHALL BE ABANDONED PER NOTE N0.11. ONLY NEW WATER SERVICE CONNECTIONS WHERE SHOWN ON THE PROJECT PLANS SHALL BE INSTALLED PER THE DISTRICTS STANDARD DETAILS AND PROJECT DRAWINGS. THE LOCATIONS OF ALL EXISTING WATER SERVICES SHALL BE VERIFIED AND AND MARKED IN THE FIELD. 13) THE CONTRACTOR SHALL PROVIDE, ON ALL NON CONDUCTIVE PIPING, CONTINUOUS 6 -GAUGE SOLID BARE COPPER TRACER WIRE ALONG THE PIPELINE AND PROVIDE ACCESS TO TRACER WIRE AT ALL VALVE BOX INSTALLATIONS.THIS SHALL ALSO APPLY TO ALL CONDUCTIVE PIPING UNLESS PERMANENTLY BONDED AT EACH JOINT. CONTINUITY BETWEEN NEW AND EXISTING PIPELINES SHALL BE MAINTAINED. ALL TRACER WIRE CONNECTIONS SHALL BE MADE USING ONLY COPPER SPLIT NUT CONNECTORS. 14) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN NEW WATER MAINS AND EXISTING SANITARY SEWERS. WHERE THE NEW WATER MAIN IS CONSTRUCTED PERPENDICULAR TO EXISTING SANITARY SEWERS, NO PIPE JOINT SHALL BE PLACED WITHIN 5 FEET OF THAT CROSSING AND A MINIMUM VERTICAL CLEARANCE OF 1 FOOT ABOVE THE SEWER SHALL BE MAINTAINED. WHERE IT IS IMPRACTICAL TO MAINTAIN THE MINIMUM VERTICAL CLEARANCE,THE PIPELINE SHALL BE ENCASED WITH A 2 SACK SAND SLURRY 10 FEET EACH SIDE OF SEWER. 15) ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH DAYS WORK PER THE SPECIFICATIONS.BOTH BACKFILLED AND TRENCH PLATED EXCAVATIONS WITHIN EXISTING PAVED AREAS SHALL BE COLD PATCHED TO MATCH THE EXISTING PAVEMENT AT THE END OF EACH DAYS WORK. 16) WHERE THE NEW MAINS ARE BEING INSTALLED IN PAVED SECTIONS THE MAXIMUM WIDTH FOR ASPHALT REPLACEMENT THE CONTRACTOR SHALL BE COMPENSATED FOR IS THE MAXIMUM CLEAR TRENCH WIDTH FOR THE PIPELINE SIZE BEING INSTALLED PLUS 24 INCHES AS PROVIDED IN THE CONTRACT SPECIFICATIONS. 17) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DISTURBANCE OR CONTAMINATION TO ANY DRY WELLS ALONG THE PROJECT SITE. THE CONTRACTOR SHALL BE AWARE THAT THE STOCK PILING OF MATERIAL UPON ANY DRY WELL SHALL BE CONSIDERED CONTAMINATION. THE DRY WELL SHALL BE REPLACED PER CITY OF SO LAKE TAHOE SPECIFICATIONS AT THE CONTRACTORS EXPENSE. ■ It K/ // SOUTH TAHOE PUBLIC UTILITY DISTRICT 7 III III c) Q n I n / N ( III V /� II LY n 111 Q Q n III LL III 7 rl EL 4 c DATE: OOMAY19 SCALE:NO SCALE j DRAWN: R.V. FILE: DETAILS 3 SHEET: 1 2 OF 12 SHEET