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SL2610 LI 3 Z W INDICATES PLAN —Pr2OFILE SHEET NUMESEr2 FOR STREET SGALE I" = 200' N DUSTIZIA WL 148 DRAWER A5 SEWER/WATER LINES TAHOE VLY CENTER 1961 CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED. SHEET INDEX 1. PLAN— PROFILE 2. 3. 4, 5. (o. 7. S. 9. 10, I. 12. 13. 14, 15, 16. 2A. V „ • MT. VIEW PA2ILWAY • TATA LANE • "6' ST2EET • JULIE LANE • 11 • "O" STREET • "D" STREET. a INDUSTRIAL AVE. • INDUSTRIAL AVENUE • SHOP STREET 5EWE2 LINE S STORM DRAIN PROFILES 11. STREET £. D¢AINAGE DETAILS SEWER a WATER DETAILS PLAN — P120 FILE • MT VIEW PAWL -WAY GENEf2AL_ PLAN TAHOE VALLEY CENTER TAHOE . /ALLEY, CALIFO2NIA • SHEET NO. A OF DATE: AUCs 1941 P012: TAHOE VALLEY CENTER PO.30>C 234 AL TAHOE, CALIF. JOB NO. L 57.01 DESIGNED: DRAWN: 1—.D112. CHECKED: 10' 5, 4. 2 1F.T. —11 4.11i1 iron *Elk SECTION A EDGE OF PAVEMENT zwo, EDGE oF PAVEMENT el.13.-D IV IS -101,-1 50U1•4DA.12.e. CD -1- ---- TYPE "A" CL12. 5 EACH SIDE //7/W EACH 5sr)a F H. I + ere. cit. MT. `../ I Es Vs/ PAN LA II -Val +rn. "D" M. H.1- ea 11; 11- " \-s -P" - - 1•1 PLUG SE0./E ETTN1-C,D6'885.:2:14-- C.LJR.t 4 \ J _Q29.° I 0280 ; az-7o 4 a 2 6 2t1 INV e4 2,9 4- er,oci 38c 5'3' I4' r L ll) ; ' ( z.- _4 I-; , n 4 N 0 I = 1- 4.1.1 +t ;--.- 4 - ..< . / 43;<!------______._ tt! • -------,__T , _L _ .,__ _I__ SE k.4 -12 ' M. H. 1-5 -----Lr•-• NO°0'E 7tC %01 z"fry OTE 6 DEA A 1.-11..9 412-E NOT TO EE COW ST 2.1-1C T ED u.wEri TH 5 CO 1/441-12AC 7 1-4 121' -Ira yet° A I PRICVJ 13 53 1_, 'JD shy -r 6 F all 1 T— PAIN L 1 r LJ Scor=...1-a =,50' --- DITCH (I) TO D I TC. H K4) rSEE DETAIL SH 10. LeBk4 c' 5EW.C.IZ. LATE RA . a-74.157114CA' SEWER ,e4 WAN 1.--101__.a. W.-- WATER, MAIN VAL-V FLAis_it FIRE T -t-ToRm DRAIN at. SIZa. el C. 4:Tr-apSIN TCL D. 5/W TOP CF CU %6EiL.EVATION ROMTLAND CEIv ENT co NJ a rz UTE STOfZM DTZ AI N SIOEWAL 5TIZE ET NAME SIGN 570P SIGN 11 4 -4 -- W 41•••••••,•••", NOTIE - -3- AL STATI6NI KIGI, INJc CZ E. EMS strz Err L.L1 !NIG 4 -1 -EN 12-L J SEWERS NE. 1 NV 84.00 4 4 N11+I, I - 9," 'INV. h3.19 64' NV 15.30' 1- 4 4- th 4- p > 16) r- 001 v. — EXISTING 20 P OF III- RAD 395 SE*E12. I NVETZT 4- ... . I ; . ! I .. ! 1 i _ • ( i . .L' _. I I .L. -4- 2 lt 1 . I 5+ 50 IN .11.24-1 .004 3 2 % ),A4. 1-4 uiY 'G'9772 + *2 0 g5-0' 0290 0280 4,270 . o o a, • • ruiviEee, MH. 1- 12+ 30 I 7 g tO!4 -17T. G2 13 49i-Cra 5.-10-01 5-7-^4a 5 1 ; 3.130991,1AJII 4-;.1,--.....),2A9T Ay( CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED • tvl V e\././ P A -TA c---1 OE VA \ '-- 3/41' CE:Ni 4E'R CAL..- I FOCSNI A SHEET NO. OF 11 DATE: JULY 19&1 408 NO. L5t01 DESIGNED: D€ DRAWN: OS /1-DR4 CHECKED: r 15��p.� 1MJ��` 30.5 19 14 1 SEE SH, s 15 , L'IH !I-2 S" (+1 cfl.S(° ro" INiV Q$211 Mt t I 8`W 21 22 N 53° OS' E k 5. D. OUTFALL EXTENDS 34✓.o' F20IA N!-{ To ENP. DMSGHA2:;E Tc ExISTING SWAL.E AT EAST SIDE OF ST2EET. NIen + NIf- -17 23 'z• ' - MH*2 24 + TYPE "5" CUlig v$4D 5/W EACH SDE R = V000' .A,-22°5) Lt._,4o. D2AIN SCA_E " =c0 T 1 - _r 12'h TC cal 58. 4..3 25 3 MT. VIEW I I + 93.53 TATA LN. _I1 1 4 - - t--- - GROiI!_E GR„4.DE I J 'T 1- 2€7- ,c G 9, G2 IJ SEE. SH.3 3-..4i 11_ P +37.57 I�9TC oc•� Nl EXISTIi`1G • (16 dIU NI 2G+ 15.29 F_,JD CURE €E S/W ��-2G +C09.2G 27+23.23 END GUMS, 5/W -L Y EX STING SEW -a TR Ef2T-- r i ROUND' 17 1$ 19 MH I-1 19+S5 I NI V a 31 20 S" t .Ooc, 21 22 23 EXISTI G MN. le" INV 51.0,5 r I NV 57.5 Z,n---j I$: 5 %.to2 1'- 8"w SEVll:iz � - _ _*Iaze,,,::- & L ` � `ti0•ti F / E 4 i t - JEXI4TINC3 SEWER (o" Gra Co0 2; CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED - 2a 21 MT. VtaW PAR I<WAY "TA. I-1 o E VALLEN' TAHOE. VALLE:1 GAL_11=ORN1.� SHEET NO. OF I"I DATE_: J(112'41%1_ JOB NO. L 57. OJ DESIGNED: D GIG DRAWN: D.5 ! LDP, CHECKED: ..3J0O99,1AJ9 3T.4J9 ro2roO • 1 I FI EAVEME E O`F EXISTING _'Nt 01 4 }-III ST. +050 t&TALANE v. . 4- 0 II II II II II - II II II mo,_ I 13-4- EXISTING -T SEWER. !tc 4 MATCI-I EXISTING, ,PAVEMENT EXISTING EtvE2 /. 1 - --.--- 1 11 11 II II __1 I. t l6" SUBDIVISION F,OUNDARY 53.14 BEGINGUR,FS LEFT- it N - • 8" W 5 -r -r — 2/-53./4 BECJN CU2S 2fcHj 0 m n -4- Mkt 2-2 4+03e3k-- U'J V. 71.53 4 - t 1 G" 21) TYPE t GU26 EACH °IDE. F.., : 1"0 ":"O 0 t T +0..+ -- 0 UN 1cr r if�r Icy `` V Irltoo, v4 004 t 4 350 a n T I 11+93.58 TATA LANE 24+09.37 MT. VIEW 4aa 4 MH: r2-1 7+542 INV. 029.43 EXISTING ARCUIJ �- a FFr;OFIITE M + 4- F Q 3 • eUSDI'/1510n1 BoUNDA(zY. 13+-sq.'71 END cuR ' -1?+"74.'11 13 -SQ, -7c ate' GURU EWER INVE 1- . y.) 1 I II II II EXISTftiG MIF -I. %" INV. 9$.02 • 0 2 r d 1 61210 Co2,(O -4-- t a 3 4 1- 5 —f- L 31'(7:fl bii, i9 31AJ 8 9 4 12 • 13 4 CLAIR A. HILL Cr ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED TA`I`A LAN E. TAI-IOE \/ALLEY CEkFY ER TARO VALLEY C�L_f FORM IA. SHEET NO. OF I1 DATE:JUL1, 194,1 JOB NO. L- 57.01 DESIGNED: PC/ DRAWN: O CHECKED: I P Co2f,O Co2-7o 622/0 • SEE SH.3 , 2 J LA 0' MATCH EXISTING PAVEMENT 1- IH 4 1- 10 -t i _L. 9 POWER POLES EDGE. OF EXISTING PAVEMENT EDGE OF NEW PAVEMENT NOTE ALL MANHOLES SHOWN ARE EXISTING UNLESS NOTED OTHERWISE. 2E5ET COVERS TO FLUSH WITH NEW FINISH PAVEMENT. EXISTING pOWEt2 4 TELEFHONE POLES To 1✓E rZELOGATED 12H OTV-IE2S. r T V 4 J J 1- --H „B Sl I EET --NEW IS" XSC2' S. D. -4[1'15" w MOTE: ALL iMPQOVEMEN T S Sr-fC)WW TI -AS SHEET TO SE DELETED. ui r •1 NOTE SEE SH.14 FOR HIGHWAY CONNECTION LAYOUT DETAIL HWY.. MONuMENT- 3 FLARED END SECTION 'QV 641, 45; 12"x?S"S.p. 1 2 — AP,. rZOX. EDGE OF EXISTING PAVEMENT �- EXISTING WATER VALVE C9OX RESET COVEt2 POWER POLE REINSTALL FLARED END SECTION ON 24'x20'CMP INV. 6,5.10. NEW MANHOLE 12" INV. C"8.50 24" INV Co'I.50 rzjw LINE - O 1 J O. 0�c tft t4 >1- r- + 1 r w -__ 4 I to 1 w z W s EXIING P{2OF{ )00' V: c. EXI5STING SEWER V G. i _al 4 0+00 "6" ST: EXISTING 24" CMP FLArZED END SECTION. NEW 24' x 3n' G.M.P. 1- 4- Co2S0 G21O 1" 4 ro2Co0 - 1- 9 a 5 4 -REV 10- 24 '42 2 0 CLAIR A. I-IILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED:_ "C," ST2EET TAHOE VALLEY GENTEf TAHOE VALLEY CALI FO2NIA a 3JI9O519 1/1AJ9 -. f 3TAJ9 A39A90L-1 ,ACI IV,OJ113 SHEET NO. OF 11 DATE: JULY 1941 JOB NO. L 51.01 DESIGNED: DRAWN: OG0 CHECKED: EDGE OF EXIST Liar PAVEMElIT. SEE SH a 6,290 62230 6210 i R s 225' d 0 O M. H. 3-2 saw CiW Farm C6 5 "D" ST C.6.#' 13 —DITCH U SEE DETAIL SH S �� 30" FLARE? END TYPE "6" CU227 7— 5/W STO2M D2AIN-� I SECT 10kJ r +r In I.: CW? rte„ W 5u13DIVIS101,4 E3OUNDAR.Y -. W 2 4 J 3 W_ J 7 1QC 'M, N. 3.C.2.. 0+90 rJv. 13.1 5 _2S4-2!0.99 P.,ECaIN CURB .AND SIDEWAI_.IC., .41 SUP'CIV15tON 3,OUNDAR'.(, .r 0 .c/7 2 4/wJ TYPE "b" CURE -r • I 1 M N. 3-1 - 5" 571/2 T i• 8"�.J 4 �JUL.1 E G+30.5'7 JULIE LANE \q 15t10.42 MT VIEW PA2ILWAy 1 clOrb 7 N 30° 29' W SEE SH. 2 SCALE: 11= 5O' til 10 a:+ 8.1W Mti 12 r- /87 TYPE 3" Cur25 EACH SIDE ''/W EACH EIDE } N 4 13 r R7.5G J (,i m V Sit 216 T GL, 125 G ZAD E = ITO Jc N 0 1/49 r N 1 +"� > • 2 3 -4 + 300 M.H. g -I S+31O g- " &9.1 a, INV. 69.0 i -4- SEW E2 INV 4. r.2 o/ - r N _ 4- r EXIS'ING cU /o t M 4-11 10+301 1 N . 70,13ao MH I- $"' INV te2.3t 0" INV tG3.1'1� east, 9 - 25 REV 10-Z REV, 5-10 10 11 12 13 Mr 4-2 13+ 'g0 1Ny S0,I 14 • 14+45.48 END CURS e+ SIDE - 6290 4- CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED:—__ JULIE LAN5 TAP of VA LLEti' CEN -TER, HOE: CALI F'ORN1A SHEET NO. OF I'1 DATE:JULY119621 JOB NO.Lrl DESIGNED: 17Cz S DRAWN: [2:5/ L_DR CHECKED: 9J10544 NAJ9 - - 3TAJ9 Ai •A7 Oki+ )AAT R, C _ 1A 111. 4 F- W w 1- 0 SEE SH. "1 x6290 13 SEE SH.9 00 et: 0 O • \ (EXISTING `MATCH EXISTING PAVEMENT 14 r_ 1 T 1 1- +—�—«�- 11 —t -- II 4 1 1 TYPE 04 GU26 4'SIDEWALI1. PAT S Y JE.) �-- EDGE OF NEW AND EXISTING (PAVEMENT SO' 12/W 19 NEW T.G.-0.13 294 4•41.411.- TC.- ,13 •41f 22' PROFILE GRADE (0,ao ASPHALT CONCRETE GOWIPAGTED SU6GRADE 2%2' � _=_=—\ _____ - 0.32 EXISTING PAVEMENT 6EW E2 TYPIC AL SECTION JULIE LA/N:E STA, 13+50 TO STA. 131 -Do STA 20+ 55C TO STA 23+5G / 21+9'1 T.G. 84.41 INV. &2.5 rt ftifr l 12"X 45' S R- I N V 22.0 4: 1 FILL SLOPE 2: I CUT SLOPE - v— EXI O 0!0 + lg 1ko Q N 6": m Td h6G Q PAN/ E M NT 0 tO to n 11 • v 2"W 09w 4 23' At 2,C0° 1 1' 3°d' W 1 + uT� 0d O � �a 100' VG. ,-1 1 a m N 2s -4 -4- 4 10 t i N tri 111_. I I 11 ?1. EDGE OF EXISTING L -. PAVEMENT 4— 4 7, -- r t DICIZ AVE SEE 5H. S 4-4 i t + G290 Co280 1- i 15 1_ Iro 17 IS 19 2O 21 22 23 24. 25 27 28 CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED_ _ JULIE LANE TAHOE VALLEY CENTER TAHOE VALLEY GALT =ORNIA SHEET NO. OF 11 DATE: DULY 19x,1 JOB NO. L 51.01 DESIGNED: DRAWN: DGS_ CHECKED: 3J1?O519 VAJ9 - f 3TAJ9 0+50 E'EGIN GUI.26 O O O 2"W TYPE "P; CURE, EDGE OF NEW PAVEMENT.\ MATCH EXISTING 272' 2"w 8'w rw—SW 41W 2"W • V S"W SEE SH 9 12 i3 J ULIE LANE (EXISTING PATSY AVE.) Er GE OF EXISTING PA\SMENT 10 EXISTING SEWER 4 O -4- r 1 1 5 -4 REV. 9-Z..•€€3 1 8 9 10 I2 13 4 14 ur- 0300 G290 ro2S0 CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED JULIE LANE TAHOE VALLEY • CENTER TAHOE VA`LE'Y' CALIFOEZNIA SHEET NO. OF 11 DATE: JULY 196,1 JOB NO. L 51.01 DESIGNED: DRAWN: DG S_ CHECKED: 9JIRC:R9 vAJ9 -- f 3TAJ9 ..,. i3V VARIES EXISTING GROUND 4 3 tt a -(0+7.00%. EEINCUR E 0+00 0,4`r9.6 "O"57:- 1 /-< 85. , z ii1C V/E:✓ 12" W r MIN. SLOPE DITCH INVERT = O.9% VAraY DEPTH TO MAINTAIN SLOPE. TO CPS 13 JULIE LANE i -- DITCH `J 24" FLARED END SECTION G6S CV/ 5 551°Se," E Ca 8"W -7 141 TYPE "&' CUR EACI-1 SIDS —` (No s/w) PLUG SEWER.. M. I-1. I -!o C.E,tGI 11 I/ r o+17.000 3EaIN COLS END OF CUP_I3 "°A" STORM DRAIN SUPSDIV ISION_ r 0U PA 0 !0290 INV. 82.59 00280 G'270 O g .Ol INV. 81.00 -t + M H. I -Co Co" INV. 73.3/0 4 • t � I 1 1 1 L 2 1 1 B. 0 • ) ct r-. r • r 1 -4- -1 STR E ET M. H, 5.2. : t" O, "A" 'STORM DRAIN L-- -4- 2P FLAIZED END SECTION �DITGN (2) SEE DERAIL SH 10 FROM C32 INDUSTRIAL AVE. -7 N EXIStss Gtz.i?U � It j 1 IL.E 5 (0 7 .L - i- fi 4— et:I"@ . •OS 1 I • OMAN. S•3 -4-- • • T — t. + t t • '+ N m - O. -4 T x290 4 6•280 M.H. 5- 12+t5 INV 78.99 r— T 10 11 12 1� CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED__-_ 11D II STREET 6270 TAH OE VAL_L.E Y C E Nfl E. �', TAHOE VALL-EY CALIFORN4 %4.. SHEET NO. 8 OF 11 DATE:JULY i 19!01 JOB NO. L 57.01 DESIGNED: O.G.S. DRAWN: D5/LDR CHECKED: 1 iOV VJ . 3JIaoA?L9nJ9 - - !TAI'? A9gn9 cam- r- _ 1:J3 L TYPE"r3'• CURB EACH SIDE (NO S/W) SEWER LINE S SEE 5H. 12 0 0 c 6% /0 2l • 0 Q„-;122 ti /4-92 • w-, v @\ 6W ccO- e` TYPE_ "6" CURE EACH SIDE (Nd 1'13" 57012M DIZAIN sek Ca' IA- MH C0-3 4 4 - t 1 MH 5-3 12 25 INV 76.'9 \NE I NI Err 0' pi 00< 12.011HD 1119 toe; 610 row 110 INV 5-4 14 15 19 21 22 H 5-5 --usici 14734 9 • CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA 20 "DI' sTRsE.-r E3/4. INOUSTRiAL AN/E. SHEET NO. OF 11 JOB NO. L - DRAWN: D 310099 1,1A_14 1TA 0+00 CC 'INJECT Tz ExTG,.T%E - 2310 at3a0 1 6 12." W 12 -fel }r+- - ----8" W F W ., M.H. co -5 N S9° 58' 39" E y2 0 IS INDUSTRIAL. -4 B'' W I-7 d! 6'W Q J . 1- ID z 0 0 11 t 1 1 4 + 6'W SGAL E 1" _50' ---- Its---. C*OU1lD h VARIES 1/EXISTING GROUND �p�z 1 �'� MIN. SLOPE OF 'D ITCH "� INVE2T = 0.5%. DEPTH VA!Z( ES AS IZE4'D TO DITCH a) MAINTAIN SLOPE. �--DITCH Q TO GL51$1 5TOMM D2AIN "A" f TYPE "� CUM?, EACH 51 DE -\ (NO. S/W) 6,W Fu ! I $ 0 N� AVS N4tr 4- 1 • M.14. (o-4 110 1 6"W :- 1 t . MH. ra-G+ 0+40 I N J. , 05.25_ F'ROFIL.E G,R,ADE 0 12 • -- + I • 4 s_M.H S -5 ¢+40 INV 199,251 11 5Ewa . INV E -RT t + 4 L • MH.Gl-3 2 + 4!J INV. 81.25 1- 1- X310 Ce3 - (300 6,290 • 10 1 1 12. 13 CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED._ INDUSTRIAL AN/ENUE \ N 0 8 VA LLE.-'1" CENTE TAHOE VALLEY CALIFORNIA SHEET NO. OF 1 DATE:JULYI 19(01 JOB NO. L 57.a DESIGNED: DGS DRAWN: 0 5/LIXL CHECKED: •IJ��^A9 b!P i Tt ; `�J A39A9 JNC-A9i l3+ X13 LOT 21 LOT 24 PQOPEQTY LINE LOT 25 SEE 5H. \ N ui q 1pp P20PEaTY LINE -- \ \ ` $}�cj,5�o e • MH -'F-----------. S+ 10 LOY 22 h ``I LOT -��T-------- - 5+40 23 \\ meq. k J / I\ • LOT e2. I G EMMEMMIMMEMMEMMEMEMMEMMEME=1!� M MI t M 0 MAIM MMEMMEMEM ME MEM—MMEMM M E EMMEMMEMEMEMEMMEMMEMM._� U I 11111111111111.1111111111111111114111L - _ - E _ . _ M Mil M_ MIME M -ME MEM MM MMEM C ° GOO ME-.r_EMEM E M N 'MIMMEMMEMMEMEMMEMMEMMEMEMEMEIBEMEEMI1--Mg111E .E II ME MmEme I_ EMMEMell MIMMEMMEMniaMoMMEMEMMEMEMEME mmIMINIMMEM _ ME I EM SIMMS MEM MMEMMEHE - ____ 4i 1 II M MEMMLit �IMI= m mm93 Stca !1 mmism sm MIEN= X6290 INAMIIMME- -- INEMEEMEMEME.WiiiiMENNALIti M.IIMM MEMMEMEM I IMMEMEMEM —. Mi EN MIME MEMEMMEMEMMEmas_�_.� - MgMar250 SEM �_ _ �r =ME m --_`_� �s� ■rte 16230 ■� ■ �i I■Ti ILI �_ MIME'S mmis ME MM—EMEMEMEM _ _�_�M__ I III MQ_= i=em ME MIEMMEME ME ■ _ SME_ suEErNo. 8 SEWE2 LINE CLAIR A. HILL 112 = TAHOE VALLEY = - & ASSOCIATES C E NT E fZ CIVIL ENGINEERS DATE: JULY rol J08 NO. L 51.01 — - REDDING,CALIFORNIA 1525 COURT ST.,TAHOETAHDE VAL EY CAL IFOQNIA �� __ -_ f DESIGNS �- ��■�� ■�� DRAWN: DGS �1 � � -'" �� — �� APPROVED• CHECKED: 5 4 3 2 a A39A9 JNC-A9i l3+ X13 - -- - ...-r- - -,— - { j i 4;: II 1 _ - i...- 0"4 l... K 25 /! CM:rn { -,•••••••.16,- -' —' _ --- -- - ---- ---- ----- . 2! fn T. C. 8 7, 9e5 , ✓. .5 C.8.4- „1,2,f7/7,,,2z,,, I I END 7.1+3\a S.U. INV g3.U4 1_C. /95 INV Z 7i _ mea . D Sr , . IP 4,57.4\ GF, .4 ,,l 7.4\1 +Srf �' 95 ,-12'x 9' 1,•-1 v. PIP 09.3 S _ - 0 Eel . { TC NV c5.0ti r 111111/ - 1K.1 U S i2 1 rAL AV c N L.QE. TG1OI,SI INS/ � G>� 'Z CO.� •_ INV, i C. t' _ - ------ - G." -� 6.Vv'EP. Nv. S1 1.35 f --- -4\1-I (7 I` 74+.440.11 ivy- -4,1-.4e- _ G„EWE'LL 1 JV, 35.24 -- ITC 92 'WV S 41 -. 5 �- ----'- - - - - - --- -.._- - r 1i1 f fi I1' DLI 5i . jL\L 1 AVE, �T/\ INDUS-T-12_1A ; 1 Ot�l t8 +40 AV �. 62ej0 -• r fi t —4- #9 �'S ___. _ _ ___ a lb :,b 35+ 54 "D" sT 1,1 .# Co2 SS _ ,t 24„ '` _ _ :TG 14.12. INV 1,6.4:2 --LI _t`a 15” 11,111/ 16,�-i7 $5- ,D.. ST . . '2I D C ; t!1;4151 +34- 4 21 4-'60 fIND4ST2IAL- ekVE. r r 1-..z1" v;.4 -rt + N '�5 op Fes. 8 S. 3 U- + „5T SatQ 5 "INV! 84 r { } - 1N UST iz VE i..lE 15" ¶D�� S (WA 8S RET ! i - - - - - i 6TO 12 0 f2 I. tissi _._ 1.--1 L-t.LI 11111111.11111 t I t , 1 1 111111101.1 111 fi {RR _ I { , } l } i — } I i — — .. — - } _- t 11 I { I a 01111 . - . 1 _ } + {. i II! Ijl _ __„_ 1 1 �. cg, . 14+10 5 /TJX_______ .._ DP T. `. - - -_ _.�__ ..__ ._-. ._ 1 ; _ ..__-_..{ __. _ - __ - �._. .-r ♦ _._� - ' --_ �_-_- -___. _�"�T5' _ ._ I v 12' .•'ti- 609 ..._- _ - .- .. ... .. _. 1 -_ - f r - -+- - -- Gv " 114 S' - - P�Pe - #I 1•.. 7 A .o ,."-Iii G$ 10' �1� -7 ._, y <2270 1 /8' 1N\%l► SE`/,(Ek INS'. :-- may. s. _ - f . - -' { ST-A.71CN - - - 9+40 - - -- MT - M. ViP ' PA- t,f �''N G 43 1 - EN l_.V E fZT' IPO 'n7 _ 24' 5'G • e . c u - - -- -- �- - - - _ .. .- ;. r0 _ __ INerr.✓ ,~i......: v 'ter , a'-' N 6- rj�J�P • _ I + -r. TG .. 5 SG.7 ��U� ._r2A --F7 13 fiCo' - 4 + 3 - - _. 5A -22•--- r3 -�-IG F� ��r i. _ -.. — - 12" v1 ik1V INv 1 "1,2.Sn " g�„t 4i INV 1 3- o .�D.. �J R - ETiN1/4/ w "A" ETO2.V1 ED%AIhi II -r 14+32 01 I N V 69.02 tINT.1114)6•17 FIZtOtvl A 60VEE €4. ' r's 011 e. O. inr‘reirr 4 MHI tIcnt Kisear:20/ 15 i-'55 IV INV ler INV ISJV 3C. INV rec.,2a n.24 4/ Co. 20 icsit 16,40 INV C..4/251 tc. MT. : W P A 112 V4Ali c.a, at 19 t,-rzt°1 Tc /Lig INIVree I• c s afr TC.3€42 74 11.31 N V ai..2,1 I Is. V C:::45. 1 t 3a" ‘,210 4 Ge, 14-2'2 '23-tfoto VT. view CciP, INJ CLE . c.,60.O 1 KZ" -42: r- - TC 14.6,2 INV 70,17 -1 1 1 2. CLAIR A. HILL Cr ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED. C.Z,#19 2+54 CE5 TC 0,4 CO270 tv1H t@ I 5+7 JULIE LANV7- INV Co2'.7G (0270 cor.i-r-traust) EtI_OW K4H Gels° 23 + EW 15'1 INV G-24. 5!....r INV GO 85 42" I N V GO -3 STOrZNA CIZAIN P120FILES TAHOE VALLEY CENTE2 TAHOE VA L- L E Y, CALIFOCZNIA SHEET NO. 06 OF 11 DATE: JULV Ie9G1 JOB NO. L 5.1. 01 DtSIGNED: 17 5/JV DRAWN: 05 CHECKED: 042ADE RINGS MIN. OF 2 1 COVER AND FRAME NOT SHOWN #c 1" E.W. st a 0 PLAN GA51 IRON RING AND COVER MIN. WT. 3C,0 Les. SET COVER FLUSH WITH FINISH GRADE 24" 1A ,..----P2ECAST CONC. TOP SLA$ 2" CLEAR 51-0 D IAMETE2 '4'S PIPE /i-: -P2EGAsT MANHOLE SEGMENT(5). I :2 CEMENT MORTAR, TYPICAL. -75/g CONCRETE 6LOCIt — INSTALL SHAPED CONC. INVERT f AGE SLAM '+=11111'�IIlII�11ICI� IIIIIz� FIRM, UNDISTUR6ED SOIL �-± 7:7-)RAIN ^� ^SECTIO N OP\ ti i.-- ,V 1 N N4--\ 1-40L HS' AI_ 1'„_ r - o,. It -if 4] S' U. S. 1-I IGHX14' KO 5/J APPROx.!MA"-E EDC.,E OF l EXISTII. -A.PAVE:1A7',aT. Rjw' JME L S' PR JE.CTiON OF fL' ` LIP�E. i -a I CCOKJ 0N N.T 5. R ly,,, STANDARD ROLL CURE,. ROLL 'TO VERTICAL C1JRE, TRANSITION. CURES RADIUS , CT RETURN POINT CAST IRON SIDE. INLET, GRAT11 I,tR r FRAME. _J—I ��I-, -----1 1 �I _ JI -t T TRAtJSITION 71 a GONG. APRON. 1/ *4 x I' -co” E,otR EACH SIDE. L.4 "° Si -C7" - .,__� TRANSITION C' k NO-Tt= . DASHEO L1FJt^S INDICATE TRANSITION AT CURB RETURE4 WITH \JERTICA1- CURE. SOLID LINES INDICATL TRANSITIfN IN A TAr-1,22ENT WiT1-+ ROLL CURE. 2. co c.,Z 'r SHALL SG_ CLASC PAYMENT INCLUDED IN PRICE PAID FOR CATCH BASIN TOP OF GUP.E. r r r 3%0" III - III - -ALL 1 -4012,1'20 ? ---17 6AR5 43( IOP -ALL VERTICAL &AP,S t 4 12w. A �p EAC1 . OF CURE. It5 SE Trl QN, "c,I (Fop, PIPS 'L..ARCaEF TTkAN 'ZI") DTE; L CAST 1rGON PtNG:ERTON EI. EQUAL. C fl c I-'1 2' 4J J so' 2 /w Co 8' rr 4 21 /9 .�" RG..=• E_,. EWALK. 2k A.G. SURR=AGE.• COMPACTED 6UBGRAR =. \PROFILE G2ADE O00 0r2_SEWE2 N41- , , _ ,'., P s r- SCALE : 1/6"--is-o" 50' R/v: 4" P.C.0 SIDEWALIL O r WHERE SHOWN OIJ PLANS. COt- PAC -1 ED sip. 4RAP6. 2 H&' A. c".• PAN. NCI, C. INSTALL 12" VERTICAL c'20P PIPE TO 5To2M DRAIN ONLY AT LOCATIONS SHOWN ON THE PROFILES. SEAL AROUND PIPE WITH HOT r5ITUMINOUS SEALER. &ACK OP GU 4B. SEC I O F' -J II C II (roc; pipe_ 21" e SMALLER, cA'TCH BASIN ,A5sEme+L\' Is FOuNDR,"! TYE'S 6IMILA.. t s NOTE 6TOZ$A DRAIN PIPE SHALL QE EITHER REINFORCED CONCRETE O2 CORRUGATED METAL WHICH SHALL 6e_ OF THE SIZE AND GAGE AS FOLLOWS: ZEIN FORGED GONG. PIPE SIZE 12" IS 18 21 24 2-1 SO 362 42 CORRESPONDING SIZE REQUIRED F0¢ CORRUGATED METAL PIPE SIZE GAGE 12." 1$ 21 24 30 30 36, 42 la IG I(p 14 14 I2 12 10 PIPE SIZES StiHOWN ON THE PLANS AND PROFILES ARE FOR REINFORCED CONCRETE PIPE ONLY - 2'-0" Co" 111 T'i'PE CURE: 9 i PROFI; _ GRADE,0.00 0- - - yLw'EFz T.C. -0.33--x, 2.a. ;' STORM DRAIN. ▪ WA • -rag, -t- 4'H - �.-- 0.13�-' 20> -,—._ 4:t o-• h I -'1C, SaSYIOki -5,...,1.1_ i 5j1- 25' 4- 1 IS a I epos OF PAVEMENT, 2/4 20 13' - STORM DRAIN. WAI' .R, -PROFILE Car,ADE gr.IIh,Ihlil =;4" A -G. P1/4\ -;144c.,- ----n; -25"-A C.+S1.4 9+4-S TYP !CAA_ '- ./ CO M PACTtE 5UE :BRADS. STA 0+73 To STA G04 -3O s_C'TI 7r`t p,0 S -t -rte--. t: -;- NTS. -fly/PE. ,: , w.. NOT SS'. I. CU2135 SHALT_. 6e_ CLASS "A" CONCRETE. ALL CURE. RETURNS SHALL es VERTICAL CUZE. (TYPE: "A''. Q. TR4NSIT'IOt'.iS FROM ROLL TO VER ;GAS GUAR =HALL F -E 5' ItJ ! 1=NCATt--1. E:$PANGION JOINTS :SHALL. FSE INs1A_.__EP IN GUtatz,5 AT t�.¢nLWALKS SNAIL a. a>=Oi��-C TO rR.O�..IDE TTR.AN5�.., LITRACTIOtJ 301NI-TS SHA-L aE ;T7'?:. FIh15/-1GD TO F C��,DE. GONTINU0JS R;JUNPD EDS =' EACH SIDE. REV. 10- Z5-62 i.. AT Co' 0.11. CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED. HOS SHEET N0. OF 1-1 DATE: _. UL."r, CA' t FOR N 1 A. 10B DESIGNED: D.Gi. DRAWN: _.+.MR CHECKED: NO. !_r7,01 FCRM SMOOTH E4 UN: FORM .- CHANNEL -6 IN INVERT TO MEET ENDS OF PIPES. END PIPE 2" FROM M.H. WALL. TYPICAL FOR ALL JUNCTION E4 ANGLE MANHO•.es. PLAN OF IN\,'sRT JUNSTIOIJ ®R Ar -1C7-:-. Mt H. _ JO.NT6 IN _ 1T MORTAR GROUT WATERTIGHT ALL AROL'NO. --- IRrA, IND TL IZ ,E2 _ sOI L.. MIN 24' .^NA. i�. ZOLJND CR, 5QUyR'; TYPICAL_. sac -r EXTEND PIPE THRU MANHOLE �} GUT OUT TOP PORTION! CF -PIPE. PLACE CONCRETE TO COMPLETE INVERT. PLANJ OF INVERT LINEr✓1�aPJNO!_ SET CON, SR FLUSH WITH FINISH GRADE C. I. MAIIHOI.._6 FRAME IN 1:2 CEMENT MORTAR. GRADE RIN IS MIN, 1, MA:, 3. PRECAST COf 1CRE 'S EGGS-NTTLIC COr1E, PRECAST RtElt'1F, GO1JC. 'PPE sE:tiMEfrTS, INSTALL SHAPED -CONC. INVERT. FLACH 6ASE COt.IG. A&A.NST UNDIST-.'RgaC. 521L -OR :=CRAM. Qt -.1 STA. t--1 C As. R. 0 M A, N4 i• -.I 0 s L. I INVEM,T 1 l=XI5TIN4 GPsAD. —, P t INSTALL R(SSR IN LATEG'AL WHERE SaWEVR DEPTH EXCEEDS 10 Ft exISTINc7 GRADE - NOTES: PIPE STUPE FOR FUTURE cotJNECTIO; J5 eHAL-L EXTEND 4' MIN. FROM MAN,IOLE. ALL- STU8G SHALL SE PLUGCTED AT THE UPSTr.a4M EPSt?. 2 ALL CCNC. TO se CLA.SE, PLUG - 4a DIA. STANDARD MANHOLE. EXCEPT FOR 0120P CONSTRUCTION SHOWN, SEE TYPICAL 6 CTION FOR MA NI 0 L CONSTROCTION ASiJN.B DR 7P FITTlNC;S E1, FOR 6ASE CONS "RUCTION. O 47 =11'0" 1 INV ERT 1�LEN/. P T AL_ EL_1~ ./Vii" tOt�l �F R IDLED LIMITS OF PAY"N1E:NT FOR FIVE { 2 X 4): 4'-,v" FASP.NOOD STAL I oyes; Er1f OF PIPE. 11 NVERT AT ft SET AS -DIRECTED E,Y E=NGINEER. G L E NV/ . T 1 O t�.I - FUELIC lav‘,...; OR E.N.SEMENT. - PRoPERTY LINE. LOCATION AS SHOWN ON PLAN. TEMPORARY PLUG IN END. - -11 P L_ A N Ty PICA,- La7aR4.L saw 2 INVERT AT UPPE Z END OF ;g E-Et,D LEVEL WITH OUTSIDE TOP OF MAIN. ,SEWER MAIN. WYE EXTEND 2245E FOR PROP GUNSTRUCTION CROP M H. v -/YF. DROP FITTINGS., rsf PIPE SAME SIZE AS IN1COMINc$ F.EV-ER. -„:0" MIN. ..0N... Cc' ER ALL % AROUND CROP G0LJSTF,,UCTION. PLACE COtiIG. AGAINST _�. UNDISTLJRE,ED SOIL. -'C TR FURM. co s—r'' uCTIQN 8 I- O 1 .4__ _ C.1. FRAME S. COVER seT FLUSH WITH FINISH C./12wAr0. - 4 O -•-ASPNALTIG JOINT MATEr? IAL. -PIPS. RISER. -LONG [RADIUS I/$ !SEND. RISEF. S} FITTtNC €7 SAME SIZE A5 GOrJNC-LTi DSEWER.. WYE. IR OED I--oL_t^ NO 7G ALSO NOTE. DEPTH OF LATERAL AT P20PErZTY LINE I5 4' MIN. C2 Mo2E IF rEQUI2ED FOR. CLEA2ANCE WITH ST02M DRAINS, GELJETZALLY, LATERALS SHALL PASS UNDErL STORM DFLAINS, DE=TAIL__ NO SGA S E \/../ E r• E h--/1 1� ,"s, 1 L 22-0"MIN. FIRM, UNDISTJP,3E^D\ "-MATERIAL_ CLASS 'IG"GONG• ,-TN RU ST S'LOCI,. SEE NOTE 'Z TEE a LL_ SEN© prranwas 71.--1 CRUST • L-.©C.Er-7A.1 L- N 0-r ES _. NOTES 1. oaPTH OF cc,' EP, FOR tir s-re=R MAINS SH'>Ll.._ 2,E 420 MINJiMUtJ, FROM F NH4ISGRADE TO TOP ,?F PIPE, 2, 71HRUST- SLO`'k-S SH+a.i-.L Et' PR.OvIDGD 4T AL-! F"ITTINc�T%, E .c.H 6LOc_14. SFaALL_ HA'Ve A MINIMUM E.EF�GSIP-1G Ap%a4s CG 4 Sc . FT. ON 4E' PERtrS'4D!CULAR TO THE I ESLJ At 1 T- Lit le UTHRLIS^: S. GAGE OF WELDED STEEL PIPE: SIZE, IN. GAGE 4 G t2 Qj 10 12 14 vN/ r-, 1 ' S "T CONC. THRUST- >3LC7G14 12x:2x4 C.)NC,,. 'PAID N-UI1DISTURFfrer, ,lATERIAL. "PICA L_ F11 E 1--`t'i7= .•'s,t---1 CX,ACIL EDGE OF SIDEWAL1 FIRE H`(DRANT -4" P,C.G, »IDEvJALiz_ COtJC. 'THRUST GSLOCk. MIN, EEEAR1N$I ARRA> ON TREzt-ICH WALL 4 CU. FT Ca 1Z[>N, aL- G'RAIN PDC -1, -ET. NS -re .1~ A., AT I D •T � NJ O S —TOF OF STREET SLJf<.Ct - AEE. 0" Iv11N. -.MIN4.. r T3.AGICFILL AS PER SPECIFICA'TIOt 4S. 5ELE5-T FEACI._F-"ILL MATERIAL HAND PLACED ta. `.AMPEtD IN 4i1 TD Co" L.L.-,'E S. IMPORTE=D SEDf71NC. FOR PIPE WriERE TR> r-1GH 15 IN R,oClc. OR --`U UNSUITA3LE SOIL, TA JL N40 c-aLa CLAIR A. HILL & ASSOCIATES CIVIL ENGINEERS 1525 COURT ST., REDDING, CALIFORNIA APPROVED: S E `'.III E Z vJA> T E R- D E 4.1 LS TA i-1 0 L L , L. E~`tr CENTER T Ai --10E c..AL.,11-0[ r91A. SHEET NO. OF 11 . JL (, ie DATE. JOB NO. L. 57.OI DE3IGNED: P.Ga. S. DRAWN: L.tF t! CHECKED: