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HomeMy WebLinkAboutDWGAL103-complete Indian Creek Pipeline C LineN A F iN M 1 E 7' -yam I �� -4� f - Lv/ F R ool N i- F SORI- 1,NJ —T N D ;A N C P K PIPE 1L. 4 /1- I I I r% I KI I Ir V KA A 0 INDEX TO DRAllNINGS TIT!--.f.-- SH'-'FT �R 5 29 4 , - , -,f� L so 'Pt!L I N S L ll UTH I 13 12 11-i�PL i�JIE 1) > REV;-, TL4 t/ HOE IDHP-,l I IT11 iTY r I CZT P 1 r BOARD OF' URECTORS Ro E E R T FESLER ROPERT VitKEMAN DONALD NORTES EDWARD E. HEGARI'Y GEORGF M I...IKEAN Sr. RGBFRTF Ec1 APPROVE. F RESIDENT d KI OSED RVOIR LER PRESIDENT D I R E CYC R DIRECTOR D I R IF C T 0 R DIRECTOR APR!I- -5.,!DES 7 D ATE N 0 J 501 v 5 PROJECT LOCATION SA R A V Al A SCA I F A MiLl D a ANIL TAHOE P6BLIC UTILITY DISTRIIJ I 9 7 DISPOSAL FACILITIES I N D I A! N' CREEK PIPELINE it ALjo3 B 3 -.L. 1.., 11, 1 (VV 111. loll — ---- __=_ -- --- - = (7 C LA I I A. H i t: -T--j ALS S 0 C I AT E S v I � _ a�: 4 > i �:, � � �� 1_ �s y= :a,r_ L F C V) C U F1 N G ENGINEER.S 16 2 V) t tIIt I tT STI E ET t 1) 1) 1 N G. CAI i N I A E E Ef 4 3 All 4— Oji V I I '"fiz A oWw mm..VA,%Qmsw . 73 4 J PIPELINE 7 ......... L AJ I T I N G L IT i f I�l P L --y STA. a 229* 15 TA Cj OC, I N D I A N CREEK PIPELINE 131:61NN'ING OF PROJECT --- 142+50 Q 88) ? 7 74 -7 3 0 G 7 2 0 C 7i00 7000 6900 SFAT I() N 0 CG 2C D DL S R. D. H. i. REVISION51 D W N L I I: C J-1 K L . F- HDATE. 13 IM PM p"WAVAOMM r 0 C) 6 H, C (` 1w 18" CLASS 150 RIPE GO 0 80 90 100 (DE SG RIf�-I-10 N T 9 c" 110 120 13c, 140 150 160 170 !$0 19c; ff 21ti 22 230 28' F" 13 I CLA.1RA. HILL ATE S EFFLUENT I-) P A iS, y T LE M C, 0 1 I N--Fj E I US-, INDIAN CIREt 2-23-(.,&1 J.L.L 1621S ('(WRT 1-,T1(VVT -,T i1FT);)INO ('�l IFORNIA GENERAL kj Pl- A N 3 P R 0 F I L E L 4 5. 93 1 11, C 28 CONTINUED ()N -SHEET 2 311 32 64030 6300 6000 .5900 5 8 c 57 0 5600 5 r-5 0 (',, 5400 ...a 3 28 7 +00\ 33 1000 0 1000 2000 373+00 -j" Ar PIPELINE 2 S Ti='l I ON 2 8C2 ►C' Sic) 320 R E V 1 -13 1 C) N-'-.) DWN. 1, PATE I Cz La I 330 340 350 300 S C_ R i p _F I CD � 26 7 25 _35 4N PIPELINE 36 Nam. S C) T. it N T ION. ep, 6 Ct 5 340 3�O 3 0 400 410 4�O 430 440 450 .4 qO 4T0 4$0 490 500 C LAI it A. HILL & ASSOCIATES EN G INNF, F_ R S C ON S U LT I N (I !OIA -2-(S T iFlIEF-1 10-ADINCA23B IIN F; -, I , I j 5 5 C 0 4,0 P 510 5,20 53U t 4 5�O 5 71"' 580 1 L)l _7RICT I-) Vv C SOUTH TAHuE p 'J B L I r S EFFIAJENT DISPOSAL SYSTE-1-M INDIAN _"PEEK PIF"ELINE GENERAL P L,4 N 5 PROFILE "T �4 n?" r. _qw 1000 lod 200' ML-w I = loo rN - ----- lu ol cq — 70801 w > F 4- J LL r (IL pp- 1 7c)(Do r% u yl v I t) C4 tt <7' 6 _4 — ------ 7020 1 Ld L. F—� IS4 P-f _45 tM — 7000 ....... ... pp. DES. A(I \ REVISIONS DW N. N .'S V-/- c CHK. L.E.H. DATE NOV., 19G4:1 z z I c A J J. ......II 137 158 159 14o-oo 141 14-L 145 144 145 147 lab 149 150+00 151 1 r7 Z I r77 I 1 75 159 troo-00 047E: a--,r C LAIR A• HILL & ASSOCIATES SOUTH TAHOE EFFLUENT PUBLIC UTILITY DISTRICT DISPOSAL SYSTEM INDIAN CREEK PIPELINE ORREC'I'ED TO AS -BUILT CONSULTING ENGINEERS 0DE.E) Pt -MKS NOTE4P 5-TA. c-4.9-nt> c/N;rrrT%Nc, e c-49-A 8-14-4-7 L.&.'NV. 1525 COURT STREET REDDING. CALIFORNIA PLAN AND PROFILE HANGED BE42)NGS, DISTANCES k FIT71 NGS BETWEEN G 49 It- C- 5 1 7- Z I - 6o7 L.A•w. DWG. NO. 10 L- 45.93 7080 70(00 704 0 '7020 7000 0 0 ILL m . wttq pq, io X. �1, jIQ�-vl% eq- sex V Z� .0 -7� � ti v ik 4 'T or '4 At, v 0 V Al #* 7V 'Y- 4 0 7, •V7 00, %4, AQW ;A o v -"A W A'J4 T 4! 1 477 w � � - * , , , I - - �4 4.1 10 k, A—'k i 4A ii x, 1p J y < ol Ow J & k T , 4 ttx. `4 it <F z W? , , I : „r 4. X 100' 0 lod 200' NOTE ,. U-5r-- C--,&-IJ-r10fJ W11,4EN 1=XGAVATINCi BETWEEN !E5TA,,,. 117S-t-6>0 AND STA. 1784-13 TO AVOID DAM,&,4fjF-- TO P-XISTIMC-4 5UEPF2,,,%.IN SYSTEM . T, 7020 7 7000 000 4 + r 2 —7� J GCJ 80 _j -7 0 4 uj ko ul 1p I I + 10 lCoC300 :239(100 7 T Ny Ll I ra -ffj ul I w i Is 4- I. A 940 'o Co940 I I J ul G920 -04 I I -- 1 I � I I I rf% I!- --- � I I11 k U I L-r-"c4TP, -TT- 1�u t L Lo S900 m C, -T H-L-, C0900 t now -00 mm"mw- to C-0 mr, I 0 - - - - - - - - - - - I -� - i , F NNT I 155 159 lcDcl-00 l(ol lcDZ 1623 lco4 1(05 lco(o l(o*7 1(05 lwcj 170-00 171 0Z 175 174 1757 1-7 60 17-7 V75 180-00 181 1 &Z I F53 184 165 DES. P. FA APR REVISIONS P-Tic*3 SOUTH TAHOE PUBLIC UTILITY DISTRICT DWG. NO, C LAIR Ae HILL & ASSOCIATES EFFLUENT DISPOSAL SYSTEM D W N. N. INDIAN CREEK PIPELINE DATE CONSULTING ENGINEERS CHK- NOV., 19cocl: C,(--,RR-E(-TFD TC-1 AS -BUILT 2-19-(68 J.L.L. 1525 COURT STREET REDDING. CALIFORNIA PLAN AND PROFILE L 45.93 4 t� b }q; �}x !0920 (6840] I I I I I I I I i I I I I I I I I I I I I I II - I -- �820'i I i I I JI I I I I I I 1 I I 1 I I I I I I I I 1_ _ DES. Q. D.H. OWN. N.S.W. CHK• L.E.N. I I l 1 L--- - 1 1-- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 10,1 186 159 190+00 191 192 A�R � REVISIONS DA l� 'R I �I i I I t�l l I nl 't 1. . � . AlJ 71 i I— -- I 3 I I I I I I I I i- t- LL + 0 V I� fi p� I I I I I I I � � � � ► � � I ' — -I— -- I-- I I 1 i I I I I i I I I I I I I I ► I I I I I I I i I I I I I I I I I 1i I I I I I I I I 1 - - ( I 1 1 I 1 I I 1I I1 I I I � I I I I L- J I L__- 1. 1. I 1 1 _. .1 I I I I I I I I 1 I I I I � F nu! n•-� f-• M F-• 11.1 I I 1_ JJ 11 L _ _ 1_... _...._1 L 111 1 1 A 1 1 I I I I 1 I_ l 1 1 I 1 I I I 1- -I L _- - 1 1_ I I I I I I I I 1 I pJ_ir I I I I i i 1 i I 1 -1 1 L_ i i t -- -- t - -- - fi--- t--------- -} 1 1 I I 1. I 1 _ l _. 1 L_ I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 t93 194 195 19co 19`7 195 199 20:1+03 201 202 Z03 204 205 2D(O Z07 DATA BY --- oEsce►>�rloN j CLAIRA,, HILL & ASSOCIATES Nov., 19GCO 2 CORRECTED TO AS -BUILT 2-20-G8 J.L.L. CONSULTING ENGINEERS 1 EEVI`.SED PIPELINE. Ar STa'TION(NG 7-2)-47 Low — — — - 1626 COURT STREET REDDING. CALIFORNIA I I I I I I l I I I I I I 205 I I I I I I I I I I I I I i I I I I —I - Y ---- -- - -- At I T7, Qu - ----� --- ---- -- -- —-$------ -- - --f I 4. I 61 -- ---- - --- - —4. - a - _ - --- -� -,— ---erg- -�- T � �+ ----- � I I I U Ll I ! I I I --- - --- I -------� I 1 I I i I I I 1 I I _ I 20e 210+00 2II 212 213 214 ZlS SOUTH TAHOE PUBLIC UTILITY DISTRICT EFFLUENT DISPOSAL SYSTEM INDIAN CRE-IEK PIPELINE PLAN AND PROFILE I Z I(o DWG. NO. 1. L• 45.93 (BOO (0820 •• i N C0820 (0780 �ldrdpl C07Z0 s -- ----- -- -- - .......... 3 -- - - zo I , D 4 I yi '' — i I I Q I iLLL I� I �I b300 &700 I I 1 I I I I I I I I -,- I �o'700 Q ! U I I I + _m I I i i r r I I i j I I � I � • J I I __ I I I I N N I �In8$�801 ul .O650 -- �-- -- -- --- - --- - - — -L-JS: t +�L ♦ 1 I 1 1 T 1 I I l_I 1 _ I _ I I I I / I t----- I I FNC2 I I I I I I I I I/ I I (O I I I I I I I � �• I �—��' I I I I ► I I I I I I I I I I I I I I I I I I l t 1 I I I 1 I I I I 1 I I I I I I I I I 1 I I l I l 1 - I I I I I l I 1 1 I I 1 1 I- I I I 1 I I I I I I I 1 I I 1. I I 1 1 1 I I 1 I I I I ZI(o 2 7 Z 8 Z 9 ZZO- 00 DES. A % (� REVISIONS �. D.H • DWN. W.S.W- , DATE U 2 CHK. L.E.N. Nov., 19G(o 1 I II I r;- C )NGLl r A C tip tl I I _ I t __ l __ _. __ __ _1 _ I I I I I ► I I I I j 1 I t ► l itI I I I 1 I I .......i 1 1 I 1 1 I L 1 t 1 -_ - l 1 - - 1 1 1 l 1 1 I l i I 1 1 1 1 I I 1 11 I I I I I 1 I I I I 1 I I I I I I I 1 I 1 1 I 1 1 t 1 1 II t 1 1 I I I 1 t 1 1- -- -- L 1 ZLI ZZ.Z 2Z3 ZZ.4 ZZ5 ZZ<o ZZ7 -zt8 ZZ9 Z30+00 Z31 2.32 233 Z34 Z35 OESCTzIPTIor-I DOTE, $Y `- G LAIR A. HILL 8z ASSOCIATES CORRECTED TO AS -BUILT 2-20-(-8; J,LI_. GDDEb >w-TG.NOT>= C-i-��A . 8-)a-« t �,.v CONSULTING ENGINEERS ZEVI5E.D i3EAe1NG d D15-TANCFS BCTWF_F_W C- 1-17 ItC-1-79 7-ZI-47 L,&w• - - 1626 COURT STREET REDDING, CALIFORNIA I..... + I I I I I I i I I I I I I I I I I 602 o -1 L ......... _1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ► I I I I I I I I I I I I I I 1 I i l I � I 1 I I I I I I I I �-oln00 — 111 1 l I 1 I I I I I 1 I I I I I I 23Co _Z 238 2 39 Z4 0400 Z41 Z47- 243 244 SOUTH TAHOE PUBLIC UTILITY DISTRICT DWG. NO. EFFLUENT DISPOSAL SYSTEM - INDIAN CREEK PIPELINE 13 PLAN AND PROFILE L•45.93 r I-% S/,/OUIDE,P 1 `Y/D 7-1-1 1i,4�P/ESj ?OAOlti.4Y SEGT/pN �ivroT.y voeiEs, GiPIJDE OWe 461IN,4lE TO CONAaof'M TO 1D'TD 2�l ' ,45.0,�/,4LT .�,4l�E�EN,'- EX/ST/�✓G SL DOES --� I I ti,c. I O!y 4 R V� i I T YP / CA L SE C T/O/Y WI-1EIFE P/pE 15 ON CUT 15Z E OF 77E7,4 y ,4 ivVEz- f,4 L L ^02F W1711OL/T !Y/OEN/Nc� 1",�1 0 s � Su�FiC'1�/UT To iivs i - DES.PP. DWN. it/. ter. �!! �'i'�^ �' '.-'I.+�.�•t.-� D TE ` "vo V., 4 ::g' PRIN'rED ON DIEPO NO. 1000" CL.EARPRINT ,Po44r-:)PV4Y o. A57A4 �GY/OTN 1��4�t"/ES� �Po,4p�,4 y sEc'T/ON Sh/.iL/L pE? 20 ' TD 24' .45.ofl,4L T.�.�Jl�ENIENT Gt',412E FOP ,O�PA/N,4G,E TD Tv ,EXlST/NG SLDf'ES SLOPE 1�.9,Q/ES' r� t AFW C!/T 44aoc,,F 1 W i� _ 1 t _ � IV Q. 0 ON CUT 5/OE OF 71?A I/ELEO WAY ,4AIO / T 15 /1/EG^,E5S.41? Y 7T0 WIV25N ew j, �PEPL AGE EX T/Ncs .�.4!//if/6 Xi/T.�,i ! �.4SP!/gL T CONG TE, /-1*25-W 7,�r'/G'.f".E� Ti4(A•�W EX/ST/Nc�, --- 1 d i � � �•41.N'F/LL �NTI�PE T�f'EN�.y O r 3 O Q PI oO qq 'j worms 4 ASv=;A1AL. r- COAIC,4E7Z5 /S A107- t ,RE4V411X c'EO /A/ --X/571NG i 1 0E T4 / L W11,ERE TRENCI-/ CT,�) -515 ?OA DVAY SZ�CT/O/V OF ST,4 7-E -/14: 514V/A Y REVISIONS DESGRIF'Tlcot`) r�� E6Y CLAIRA. HILL & ASSOCIATES (CONSULTING ENGINEERS 1 CORRECTED TO AS-IFUILT 2,Z3-416 J.L.L. 1525 COURT STREET REDDING. CALIFORNIA � I .dift iP0,401v,4Y �i�'/sii7 I I fi i I `J 0 TD / G2 .�LATTE/Z i / D,P/4/rs�AG � I /S ,41-7- O/f7 /Y,E,Q 17 TOE �� / �. L T \','Dl �7 4 L <'L:: PE , 5 N_SIL10 =1Z DjeF)F (UNPA I/EO) /, f34Cecll- L G<0/7'A//N TNE h C- I/ 4\,-' S/-1AL1 E3E C<�iti1�AC TAG' "A X. TY A/ L R,="AIAIG �A� /L�/LL `�f �/•4�_L 7-0 9090 F'E� AA51--lCJ 3. SEE Ue,4AVI 16 NO, 9/ ¢. SEE l��AW/ti/GS A/O. 3/ cc ;32 CRO S--;/AAG ZDETA /L---,, SOUTH TAHOE PUBLIC UTILITY DISTRICT EFFLUENT DISPOSAL SYSTEM INDIAN CF,EEK PIPELINE TYPICAL SECTIONS WITHIN STATE HIGHWAY R/ W DWG. NO. Z-s-1 1 9g PIPE Ir -�� - -c N 1/4 P,PE, SC1v ELULE 40 "• - "1 P I Pa TA. BI L., E. O P= T H Imo•. U e7 E3L-0C. k-.1 PI M E hJS I O NJ_'S PIPE Ifs" - 15610 21" - I2.1�;. D I M @st%4'5 I O N All L E-{ A L- W A L �4 A L ►-� 30- .10 4 2-!0" I' -8" i 4 2 -D'' 2'-O" ri 2' i1 10°- 500 2 'ID 4-O" 2-10" } 12 4`-w" 2-E3'' 14 4'-8'l 3'-D" Ilr+ 5'-3" 3'•O" w 30'1- 50" I (0 5-411 3'-D" 19 ra'_ 3s1 _ S' ? 2 f0'-O ,I �I -6, UP 7- 31' 3'_gll p_ a': 50 '70• N 22 m-o 1 n 3-S 1 1 25 �v-Id 3-s3 , 1 / H 3o f3-3_ , 3--5 3S I H 1 Ir 9-9 3-8 70°- 90° 27 7ll 3-9 31 6-4o3-5 37 (O'-�.�-' � 5-8 4?F 10-9" 4-O' 34 9'y4" 3'-t3" 56 IO-ly" 3'-8" 45 114-3" 4LO" 'M !3'-0' 4'-0" N C)'T t= Is 1, A.REA,,. THP.UST P>l..Oc.11,5 �Rl= Pa AS D dry 2,000 L-85/SQ FT 2. '1"H ii.3ST SLOGKS .A.i�E. P,E4L1lRED AT J.LrL11 f5efil DS OF MORE 3. b.Rl1�1G1 iUF+�F,c�.Gt~ o;r THRUST 2�L-OGIh MLis P�6. NOP,MAL_ To PASUL..Tt.Nj"r T1-TRUST 0� L+��� SE-A►R N SU►TAB -� LNJDI TUF�,P.,E,D ' PIPE PLA N. UNDtsruRISED NORMAL MATERIAL �� TRENCH. �'� a• c T H i� t.J 5T 8 L_ o G- !K C S s r i �) �� A a \I IJ o P.��-��i.,� F A� PIPET , �,,� _-_ _ - I < w ui - T fz%)l C_ H Vv14,, . SECTION A NATIVE MACKFILL r_ SELECTED NATIVE F,I pE ,V BACK FILL MATERIAL °1 i BEDDI►l MATERIAL TYPICAL 5ECTiC' NOTES N.T.5 1 - PSEDDING MATERIAL SHALL ME IMPORTIE-D B5PDlNG MATERIAL AS SPECIFIED EXCEPT THAT SELECTED NATIVE MATERIAL GONFORMIN6 TO THE REQUIREMIENT5 OF IMPORTED BEDDING MAY BE USED V)tIEN AVAILABLE. 2-NATIVE BACKFILL IN ROCK TRENCH MAY IrnI,.,Lt lFF_ RU(',KS GREATER THAN 4" W DIAMETER, RQGK BACKPILL SHALL BE. PLACED 50 THAT LARGE ROCKS ARE IN UPPER P+),ZTinN CIF THE TRENCH, NO ROCK L ARGER THAN I8` II'd GREATEST C)IMEN-- 510N SHALL ► E. PLACED iN TRENCH BACKFILL. "jam -- --4 P- 4 g c>' - O" 'FkaCMOOZI. w T H R'U 5'T' BLOCK D E Tl I L S ASPHALT CONCRETE AS SPECIFIED VARIES 2•-O" -- tNG.ISE.D NUNIP.+Esi -'.-- q- x 4 �i -O" REDrVOc�D POST I : �N =� Z I.tO, 1 FOUIJDAT1041 GRADE -Inl G (E Utv OPP451`T'Cml. 'S1UtC _... � •r„ �" 1NGI+SF.3D NUMP�ER:,� � L.ETTER`� i ___----------- . --- -- - - - - R x /V X 2- 4 FP_ OF P'D5'T' 9 nj. US1�. �:" TO 1NUrG�`;.T Alfa vAL.vE, n.G �- _Via,: 1 1 '1 PI -A -ro L.ET'TFP, ��, fi- P, U.t7;' ON - - -- - --- - - 'SEX,` 7 BASE MATERIAL FL';s11 oNc_NoR X 2 X i4' L s ?_ i i N . dPPb�1T'E .51C�tc CJI= PO�'T. f�R►ME _^ :- . _- -- ?AV'�+' ivE. ��: ,ir W KIND. 4 X I - 4" 1 1 i E.Xtzt7;)T. CJ ' - - - ' 8" ti11N. _ .._ CAST IkON C)R 'l-i'' STEEL I •- tPLA'= CO ER. '7 P. I CUT EkISTtWl PAVEMENT L i( / I ALA'-7� i D �►►.,IIIJi♦_ �, _ _�y '7 111" "tPT i r'SAGt-C TO SUUND SURFAr E• R.A _KFIL.-L.. i �" F L. . N 4♦.is E3.� ..N Fi�!'i.:l� ._._-_-�'v ! I-• �/4 ��•.1FSU KL E `GA,`(..V.) Jf�G" TAKEUP 5T�ti0 D. STEEL .Pil>T� 18 CONCRETE PIPE / �1. � � \ � ` ►� __or; _RE PIPE --,, ,, _ -A, 4a, A SILICOIJE TREATED :t �y- Z' CI V, ' rE.L. COUNTY ROAD t LCY-.NUT �i - /4 R A �� � r r i?NRU*i 8LoCK PERL{TE 1W)ULATIOAI FILL_' 3�4" IZGC .1-i r4I� 41 , FOR S'I �= -�••1 , / i�? 4. "C .�.E i �` �0� �e --- STAI1DAQi� F3A:;K�ll.l. / 5 '� �_ F NV E tit � Iv T � r_ --- ` ►� < :_ I �1 i - I�:' ( - - - I/4 P p ��� COM14St�:aTl01. AIR / fi fir) " DP'.�11.1AC7E PIT t PIPE! ;WE i C,; s,,: A�_E VALv.E /✓ m / / a 1.1TQw ��I �► �, `'s+ !� il �q , d - - _1'� -- C1~'.Ait ;.\C. Cal,WHERE Fit L . 18 , WHERE REQUIRED FOR DRAWAGE W PLNTF- ROL -ED TO o �+ c� . e' 4•' 2" GATE g c r �q'� `, FT. j4 �1r'A�IEL.. ARO'_1�ID : GRADE DITCH THROUGH MOUNDED OUT_ tDE DI[�.�tET Q `-' -!.•. EmTa}3 ( E_` / `s "� F3A'�E OF `JALVE i3<7X� }c if-� ; OF f' PF Me 'JLAT'")N. BL.tt�1D THI�a HGLI3�""�« ZU I+11PPj_F_ 'WEL --- --- -- � TREPICH P�AGKFILL NEAR GMEG1<. GALV. AF-TER FNSIZ:..AMON, F^L�ItitGfE -ro PIPS t- _ ,_�2 �_0�'. ' '_ MAIWAaE PIT._- z"�� D j VIEW - A T ,A � �r IJIO-CE:I.DR^-,WAGE PIT MAY BE (P1� AT �N - 18" 4> OR 21114) CEME? IT E5L>".O {�!!t 0 F T?" - ' ;�o © l_OC t�-rE OtJ EITNE� - - - I/4"x �O'' EEt �.l�C'.''�E MORTAR LIMED � CSIDE OF AMr- VALVE 7-_ @ -I,- `` i•'a - ►�C7- I"�ALV, ASPHAI T COATED DEPEM011l 014 F'►1r'I,LD - t� --3x12 REDWOODFINISH AI=TIEW� FN_'.R,CATiOKI S`TEEL PIPE, �" �, � .�J COI�IDi-T{Ofl�. = 1 � GRADE d A R V 4, L V E ?.AIR VALVES SHALL BE 11US'TALLED - - ---- ^ - ` ` LJ T G.. 5 O� - ir2„ I,_ O I, DITCH AT LOCATIOIJS SE't IN THE FIELD � N . T' S , 5HC91N 11►'�3 P.i�1,11 L"t BY THE eWC61WEER., •r'-TOP OF 3K i2 LEVEL 0 >...., -L-• ----�- D W/EX ISTING GRADE _T � __--- _ PLAN SECTION f3-F3 1 -07 'N� CT 3 �3IA, NL1M1�E,S Ei. BRASS CAP ,-. a: . � � - �. �T . � �.� - _E R O S I CJ N CHECK _ I _ g&e- I:al�4TA.IL.: 2. 1 u ,, 4 x�} x b:'-a ;RED- r 1).T.s. PiPi wovD C►• E FOU�oAT/,�M «. 1 N i~ + 5't`A I`40"UMEMT . Z4 LONG t � ' • ' +•°. .,. uj �-A"�L.o�ATIGIN 1+v%pSRASS, GP. _ TOP OF WALL LEVEL a SET a." BELOW' W/EXIST. GRADE EX)5T GRADE 1 GRADII OFFSET �j �� _ _--�CONC. O 3lo VlA' 15O / , ISO � J , � - WALL � .G I ,1e � uGOIJG. WALL "' ..' � "", o/�to+/� � v.�7//��wY/J\�+.Yr�J�• ! t `rY'/jam'// i •'' F - ✓ I " }` I VALVE 80X' / 11: v ` ' e -I EXPAN510k) 1 I 3'- �.--- --��-'- -- - .•i-.R --.. * �w I.L i- p►PE :i`4� JOINT IA3'L.-, W/G4VER MKD 2 PIPE �w. PIPE �SEIE7. SET 1 oc 4.0 BOX, [" ABOVE 1 - - 3 _Q _. �......� r-INISH GRADE.- .W4WI /N�W I DES_ R REVISIONS DWN.- ' DATA' CHK. L. E. W. Nov., 19GG l� PRINTED 011111 Dill NO. 1000H CLEARPl 1 , � I rft �Aol1•..iu mc-_NTTv TD BL se-- - a,7' REAR FROUT AL"L. AW4gL_E PO I N"t"5 � I`svT -- WO^F_z "THAN IQoa' P06T MARKIMG 01[ZF!C_TSD ' BY THE EhIGII,lE1Ei�." PIPELINE, LOCATION ONUMENT PLAN ELEVATION CONCRETE CUTOFF N.T.S. 1 EX 15T.. - GRADI- • --1JATIVE F3ACKFILL SEE DETAIL MATERIAL EXCEPT THIS 'SHEET AS NOTED OR iY SPECS. FOR SPECIFIED. PAVEMENT ?EPLAGEMENIT, SELECTED NATIVE z' ,/ . �: BACKFILL MATERIAL PIPE -NATIVE MATERIAL F.5EDDING EX C AVAT E FOR r5ELL'S G., MIN. 'PIPE O-L).. OR CC)UPt-ING`,'. F� MAX. - -- TYPICAL SECTION I,IORMAL TRENCH NT.�. KAT','JE t3Ar;KFILL SELECTED NATIVE 5AGKFILL MATERIAL IMPORTED f3ED- D11l MATERIAL • 6 MIN, - ---- - SEE NOTE Ill 2 NOTES 1. :MPOIZ--I -- PF STREAM cSRhVEL) GAUD OR' CRUSH Et) ROCIL" IT SHALL ME REA1SO►.IA15LY WELL. GRADED FROM COURSE TO F'1QlF_ WITH A MAXIMUM SIZE OF 3/4 a EEDDINC DETAIL. FOR WET OR UW5TAf3LE_ TRENCH N .T 5. NORMAL TRMW H -NATIVE Z BACKFILL ,`1 L MATERIAL V�V` CLASS G PIPE CONCRETE �G11 MIN. \ Q SUPPORT PIPE ON - GONCRETE BLOCK OR MASUNRY� 10O.G. QDNCRETE , ENCASEMENT N.T.' S. SOUTH TAHOE PUBLIC UTILITY DISTRICT EFFLUENT DISPOSAL SYSTEM INDIAN CREE-K PIPELINE PIPELINE DETAILS DWG. NO. 3 1; L`45.9� • CLAIRAo HILL 8z ASSOCIATES CONSULTING ENGINEERS ._ '�• ,y'- L,1...- 1625 COURT 9TREET P3DDING. CALIFORNIA I PIPE 'N!7-HIN THESE LIMITS SHALL HAVE S-EEL CYLINDER GONFc�2M,*IG TO ST -E,- oR CYLINDER PIPE ALTERNATES, ALL CONNE �=ONS SHALL BE RIGID, ' � t � I FINISH GRADE � I !,L VALVE BOX tr EXTENSION MI rJ I p %g SA R GI p 181 GATE VALVE Z4" PIPE I I Z411X Is ! i�t Z4"X 18" FLOW-� _1 REDUCER 1; j 'REDUCERS PIPE � , @ A PIPELINE i' 1 �+ - CONG. VALVE y i j SUPPORT \`Z#7 T e '0:4 TOTAL 4 —THRUST BLOCK (o,-0" X 3'-66'X I'- Bill GATE VALVE 1 KJSTALL.ATION N.T5• PIPELINE ONLY NOTE ALL QED N0OD SHALL BE FOUNDATION GRADE, TABLE O1F- THRUST BLOCK DI MF" MS]ONS �I PIPE 24 150 2.4" —200 20" — 300 2d'1-400 2-011--'SOO 20" --G0,0 D i M. = A L H A L. H A L I--i A L H A. L H A L H 30--.-. 10' 4 2, 0 210-4 `L0" 2'-„ 04 Z-G"' 1'-8" 4 �'-G„I 11-8" 4 Z'-G" I'-S" 4 Z.--c,I 1,-8 O— 30 5 z -�," 2 O1I6 Z._O 3 O Co Z'-31 3._OII 8 I_8 3' 0" 11 3.-8.1 3'-O" 13 4'-4" 3,-O., 30 -50 7.5 3'-O" Z'-G" 10 4 3'-' 3'-0` 11 3'-8 3`- d' 14 - '3' , -703-4" 3'-O' 13 4'-4" 3-O"I4 3'-!d--43-"7•--7'-4" 3'---8"- �, { 70 -- 90 1 2 4'-0" 3'-0" ICo 4'-0" 4'-0" 18 5'-0" 3'-8" 23 C'-3" 3'-$" 29 8'-Ci" 3'-8" 351 9'-il 90'--120- 15 4'-0" 3-9" 20 S'-O" 4--0"21 5'-9" 3'-8" 27 --4 3'-8" 34 9'-3 3'-8" 41 11'-2'I 3,— " NOTES I - AREA5 OF THRUST RLOCKS ARE BASED ON 8,000 LBS�/SQ. FT '•PARING. 2- THRUST BLOCKS ARE REQUIRED AT ALL BENDS CIF MORE THAN 3'0 3— BEARING SURFACE OF THRUST BLOCK MUST F31"! NORMAL TO RESULTAIiT THRUST OF BEND > BEAR ON SUITABLE U'NDI5ITURF5ED MATERIAL.. I A, A T <e. UNDISTURMED MATERIAL CLASS C CONCRETE. THRUST BLOCK P \ V, - TRENCH WALL FLAW 1, r- � I'-O" M II�1• NORMAL �. TRENCH J PIPE � L J. �u �."` o Z' w _t _ __i_� SECTION A TH R U'ST BLOCK DE -TAILS N.T. S. 3" NUMBERS � LETrER5. USE t - -- jQ�';A"TO INDICATE AIR VALVE. 4x4x�i-fl REDWOOD ! U); 0PLACE LETTER5 STPUD ON -- -- '� POST W/PRIMEP, LI 1 ! 2 GOATS WHITE ; M, OPPOSITE SIVE OF POST. /4X4X5'-•O REDVA),-)D POST PAINT ABOVE GRADE. W/PRIMER 2 COATS WHITELOCATE OVEP VALVE I ! �{ Q EX1!�T ! I PAINT ABOVE GRAPE.. GRADE - LETTERS. PLAGF_ _i Tom.-.1 -CAST IRON OR %4 STEEL_ LETTERS "ST P!J L•"ON FINISH GRADE- "� --- ! ;pia PLATE COVFC'C IJI �,\ ---� ` OPPOSITE SIDE OF POST. ILol� GONG. - 'r`i �_ I •� I P11PF_ 2 OUTLET PIPE WIRETURN f-sEtjD I I SilAIJDARp-ff-----. `. •t '_ %, L,-AGKFILL ' 2" PRESSURE AIR L J �� I VALVE A S M E CODE �- 4 ,y - `� Z`` \ 2" GATE VA LV E. OUTLET piPE 9 2"'NIpPLE Y/ --DRAINAGE FILL, �� G GATE VALVE, -LASS J_. WELDED PIPE 1J to CU. FT. 3 REINFORCING �-, A GRAVEL `- 13LiN� FLANGE G' PIPE AROUND BA5E OF 3" x ro" NIPPLE �� _-� VALVE F;-OX. 1 i Gam" E.LF30W ' STEEL P►PF- Ff FITTINGS t 13LOwOFF AIR VALVE I SHOW AS BUILT O OFFSET IN FEET 4 X 4 X 5-!�l 2WD } Lu 3" LETTERS POST = i12�X IS YA2D BOX W/ GI LOC-4ING / 3" DIA. -----� Ni � 1 ; w COvE2 F� EXTENSION ' �. ��% F3RA55 CAP , ; �,t NUMBERS OL � f � /4 G.I. PIPE - WOOD W�'PRIMER 2.4" LONG ! + -STA. � MONUMF�T ' �� PSRASS CAP. \� T— 2 GOATS HlTE � �� LOCATION FINISH GRADE ; O i _ f�A11JTABOV.._ - --� i 5. �S ELT 2' BELOW. !� �9 GRAD. { { 1q1 urd�1.. r GRADE. ' t I 1 OFFSET -1 i i --• -- ---- �., I ry i - -- 1k21 ANGLE HOSE VALVE. Sd0 LP O � ; WORKING P2E!F;SURE.. 1 tip" IPS OUTLET WALWOQTIf N2 3'70 Oe EQUAL } I 1 �" 572EET ELL VALVE BOX 4 GALV STD PIPE - /' PIPES "W"R" SEr MKD EX TRA HEAVY ! I/2" - - 2 Cu FT DW d N 2OCK SE1hW RABOVE - ! I �� FINISH GRADE. COUPLING WELDED o 1 /2 PLUG \]At VE .]/ LEVEQ HANDLE � TO 119" {PIPE, I ,� RATE D 200 F251 W024ING PRESSURE. NOTE — + A-G- F F I D•9 53,, 3 WAY, 3 PST, 2 POSIT10ki ��-- I$" GL 300 PIPE 1"IrNUMENTS TO BE StT AT ALL REAR FRO1.;T ANGLE POINTS e NOT MORE -REAR ------- THAN 1000' APART. POST t'SARK1MG HOSE VALVE AT STA e5 53 t 50 N TS DES- D.G.S. APP. REVISIONS I. AD, �; , HOSE VALVE. AUG 24, 19C. �5 DWN. M.S.F � �-+uX�� ( +�yrl • r DATE I H, E. M. A? F 1 L,, )"- 6 1 ![�l!�. L.. ,, -. _..III II III 1 .II I.�.YR1��i1,. ►1 �� 'a'r...—s#t�rl I. I .0 �v�DY Dt[I nC 7^'Oat •'tIARPRINT I EX(-ESS MATERIAL _A '::�r R7 ;i<. 1A,HEW:E: T- n �•� - - - - r., . 1 TRAVEL-ED 4 ..;. i NATIVE 15A'KI � I , PIPE�� C�s.A^,�FII_L MATERIAL_ BEDDIMG NlATEr?IAL TICA,! f✓�CTI C.`. NO1' E 5 N.T. S i — r->EDDING MATERIAL SMALL 3E IMPORTED BE✓D(NG MATF_RiAL AS SPECIFIED EXCEPT THAT SELECTED N)ATtVE MATFkhV_ GONFORMwG TO THE REQUIRE?,V` NTS OF IN",�ORTEC' r EGCINL MAY BE USED WHE!k, AVA'LARLE. 2-NATIVE F3AC.KFILL IN ROCK TRENG?-i MAV IN! -"I E GREATE4 THAN 4" Ifv DIAMETER, R ­`CK EA _KFIL, !,.� _ _ Fr: PLACED 50 THAT LARGE RGGKS ARE 1'\) UPPF THE TREHC!1, NO RUCK LAR._ER THAN 18 I�,.! `-Pc'�,TF',T GIMEN- 51ON SHALL 5E. PLACED INJ TRENCH BACKF►LL, T R ENH IN ROCK N. T. S. �A51PHALT GONG. AS SPECIFIED PRIME � �' ; 4?_ I ° J C� 0 BASE MATE R IAL STATE HIGH WAYS _ ASPHALT CONCRETE A5 5PEC!F1ED VA R I ES 2'-0" i r4 -Xq I — Y _ PRIME RE 'LA ,E IEJ k !PJG. i i CUT EX ISTI KP-2 PAVEMEI\,T ! 3ACIt TO SOUND COUNTY ROAD PAVEMENT REPLAGEMEHT i_WS-,-A_I_ ATI ;�' N.T.S. -- I WHERE I`OR DRAMAGE - I GRADE DITCH TH��,/)u H MO:iP'CLl' �" i BENCH i3ACI­<FIL- NE.AI. -- --i1- T B* 1 I 16 3K12 REDWOOD y j CIT��-i TOP OF 3X.:__ !..EvF... p � � M.'; Ex!57•IN�� :aRA�E Lu PLAN SEAT 0t\ � E R':� I-�- t'u C H F C K IJ.T S. 6" TOP OF WALL LEVEL r_Ir\!f` N ` PAC E W/EXIST. GRADE E)OST. -FADE WALL =f: T- "'AA L. W . (.. �' L- �`o • E t =- 04A If PLAN ELE VAT 'J PIPE! ' NE. LOCATI Jf.! , M0MtJMEWT CON(_,RETE. ? E DA PROJECT No. 07- l-00062 ,I I loll Illll L 011111 A II Ile TAH FLILL ��IATE SOUTH EF L��r yAIRA4, & AssOC S (CONSULTING EN .--_-3LUTN OURT STREET )"DING. CALIFORNIA - I � I. I m_.rn I �7� , , r � � ° ���. �°- � +T.�—i�•.CC7 ,�n.5 � '� i UNIF 5 -O" MAX,— E'r:LE55 MATERIAL TO FORM MOUND OVE.2 TREPi'.H W HE FE TRENCH IS NOT IN (� TRA'VELFL) ROADWAY. FINI_,4.-1 �� � FLUSH W/E',0'57GRADE IN E>< ►`� . - = - • N, , ' HIUHWAY ROAD A I ., GRADE SHOULCERS. - • W AT I V E PSA C I-li SEE DETAIL MATERIAL EXCEPT THIS SHEET - ,_ AS MOTED OR -::,PE;S. FOR SPEC IFIED. - Eh:ENT r?EPLAI. EMEMT. SELECTED NATIVE. BACKFILL MATE =:I,' L le PIPE., �-- UATIV}= MATERIAL. 'I _, E X G ;VAT E FOR PSELLS G` M!N. PIPE C). 1). I OR COUPLINC,`_�. 6" MAX. IJ I t TYPICAL SECTION NORMAL THE NCH N T.S. NATIVE BACKFILL - - f--7—:- I 7- SELECTED SELECTED NATIVE F3AGKFiLL MATERIAL PIPE ,. % A /•.. _ = !1 !12"MAX. , 1 IMPORTED f3ED- _ • _ :.= - DING MATERIAL -- -T_ . --- SEE NOTE ►l 2- NOTES 1. MPORTED 13EDDI NG MATERIAL SHALL 7 ` STREAM GRd,V_L OR CRUSHED F OCK. MAXIM;JM SIZE 1,�gz Iuc H WITH NOT MORE 10% PASSIDl NQ4 WE15H SIEVE. Z. WHERE. RcQ�J,—_D (52,Y THE ENGINE.EIZ, DEPTH OF BED- D'"jG SHALL PSE INCREASED. PAYr4EF3T FOR INCREASED DFI�fH OVER IZ" SHALL F3F_ MADE. AT THE SPECIFIED CONTRACT Pr'tCE PER LI►JEAL FUOT FOR MACH ADDITIONAL FOOT OF DEPTH. MAXIMUM [DEPTH OF 1+-J,- -EASED BEDDING SHALL MOT EKCEED 2 FEET. E! DDI fi. C= DETAIL FOR WET OR UJ5TABL E_ Tr?_L".­ , �. I i 'NORMAL TRF-"(-H NATIVE ;C I ;3ACKFILL MATERIAL R $ � 1 PIPE CONGIZETI- 2 f-'or. c d:.0NCP,F—TF im