SL104SOUTH TAHOE PUBLIC UTILITY DISTRICT
BIJOU, EL DORADO COUNTY, CALIFORNIA
SHEET INDEX
SHEET TITLE SHEET TITLE
I CENTRAL PLAN 25 LINE 22 M.H.18-4 TO M.H.22-3
2 LINE I M.H,1-1 10 M.H.1-4 26 UNE 23 M.H.242A TO M.H.23I
3 LINE I M.H. 1-4 TO M.H. 1-8 24 M.N. 1-8 TO M.H.24-4
4 LINE I M.N.! -8 TO M.H. 1-13 27 LINE 26 M.H.24-2 TO M.H.26-2
5 LINE 1 MH.I-13 TO M.H. 1-16 I vz v. 27 M.H.26-I TO R.H27-2
6 LINE 2 M.H.I-I TO M.H.2-6 28 M.H262 TO R.H.28-I
7 LINE, 2 M.H.2-6 TO M H.2 -I1 28 LINE 26 MH.26-2 TO R.H.26-6
8 LINE 2 MH.2-II 10 M.H.2-15 29 LINE 29 M.H.24-3 TO MH.29-3
9 LINE 3 MH.2-2 TO R.H. 3-2 30 LINE 24 M.H.24-4 TO M H24.5
4 M.H.2-3 TO M.N. 4-2 30 M.H.24-5 TO R.H.30.3
10 LINE 5 MH2-4 TO R.N. 5-3 31 LINE 24 M.H24-5 TO M.H.24-10
II LINE 6 MH.2-5 TO R.H.6-3 32 LINE 31 M.H24-6 TO R.H. 31-3
12 LINE 7 M.H.2-6 TO R.H.7-3 33 LINE 32 M.H.24-7 TO M.H.32-2
13 LINE 8 MH.2-7 TO R.H. 8-3 34 LINE 33 M.H.24.8 TO R.H. 33-3
14 LINE 9 M.H.2-8 TO R.H. 9-3 35 LINE 24 M.H.24-I0 TO R.H.24-14
15 LINE 10 M.H.2-9 TO M.H.I0-3 36 LINE 34 M.H.24-9 TO R.H.34-4
16 LINE 11 M.H.2-10 TO R.N. 11-4 37 LINE 35 M.H.34-1 TO R.H.35-5/\
17 LINE 12 M.H.I-2 TO M.N. 12-7 38 LINE 38 M.H.35-3 10 R.H.38-I I
0
18 LINE 13 M.H. I-6 TO R.H.13-I 39 MH 35.3 10 R.H.39-2
14 M.H. I-7 TO M.H. 14-1 40 M.H.35-4 1O M.H.40-I REv
19 LINE 15 M.H.I-II TO R.H.15-3 39 LINE 36 M.H.35-2 TO M.H.36-2
25 M.H.24-I TO R.H. 25-2 37 M.H.35.2 TO M.H.37-I
20 LINE 17 M.H.I-13 TO M.H. 17-2 40 LINE 36 M.H. 36-2 TO M.H.36-3
21 LINE 16 M.1 -1.I-12 TO R.H.16-3 41 M.H.36-3 TO R.H. 41-3
18 M.H.I-12 TO M.H.18-I 41 UNE 36 M.H.36-3 1U MH.36-5
22 LINE 18 MH.18-I TO M.N. 18-4 42 M.H.36-4 TO R.H. 42-2
21 M.H.18-3 TO M.H. 21-1 42 LINE 36 MH.36-5 TO R.H.36-I I
23 LINE 18 M.H.I8-4 TO M.H.18.7,\uFv. 43 SEWER DETAILS
24 LINE: 19 M.H. 18-2 10 M.H.I9-4 44 SEWER DETAILS
20 MH 19-I TO M.H 2O-1
NOTE: EVIDENCE REGARDING WHETHER
STREETS WERE PAVED OR UNPAVED WHEN
THE SEWER WAS INSTALLED IS BASICALLY
NON-EXISTENT IN THESE PLANS (1960-2).
WATER LINES WERE INSTALLED PRIOR TO
PAVING ON MOST STREETS. (RUTH AVENUE
WAS PROBABLY NOT PAVED WHEN SEWER
LINES WERE INSTALLED.)
SEWAGE COLLECTION SYSTEM
ASSESSMENT DISTRICT 1960-2
VICINITY MAP
10 0 10 20
SCALE IN MILES
• PREPARED BY
CLAIR A. HILL 81 ASSOCIATES
CIVIL ENGINEERS
REDDING CALIFORNIA
AUGUST, 1960
Drawer L1
BOARD OF DIRECTORS
NORMAN GOERINGER
PRESIDENT
EARLE F PANKOST
CLERK 81 EX -OFFICIO SECRETARY
VERNON J. WALL
DIRECTOR
ROBERT WAKEMAN
DIRECTOR
FRANK C. SOUZA
DIRECTOR
APPRD
PRESIDENT
DATE
ROBERT R. RUSSELL
DISTRICT ENGINEER
a0,7
06(‘C,
COMMEN' D FOR APP '• AL DAT
GENERAL NOTES
1. Elevations and Bench Marks shown are referredto
mean sea level, 1929 General Adjustment, and are
based on U. S. C.&G. S. Bench Marks.
2. Existing utilities are indicated on the plans
where such utilities are known. The location
and extent of such utilities are approximate
only. No guarantee is made as to the accuracy
of such information and it shall be the Contrac-
tors responsibility to locate, protect and main-
tain all existing utilities including house
services, whether or not shown on the plans.
. The location and length of the sewer laterals
shown on these plans is approximate only. The
exact location and length will be as directed
by the Engineer. All laterals are to be 4" dia-
meter pipe unless otherwise noted.
LEGEND
1. Existing Planimetric Features
Fence
Curb or edge of tray. way
Building or Structure
Drainage Channel
- Utility Pole
Tree(8)
I h
2. Existing known underground utilities
— W - -
- U -
SD
Water
Power or Telephone Cable
Storm Drain
3. Property Boundaries
Property Line
Easement
DES.H M.
--E- -
. Sewer Construction under this contract
MH Sewer with manhole
DR.L.E
RH
CK. J.A.J.
APPD.
Sewer rodhole
SOUTH TAHOE PUBLIC UTILITY DISTRICT
ASSESSMENT DISTRICT 1960-2
GENERAL PLAN
JOB NO. L-45.01
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1525 COURT STREET REDDING, CALIFORNIA
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ASSESSMENT DISTRICT 1960-2
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DATE AUG. 1.94.0
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ASSESSMENT DISTRICT 1960-2
•
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SCALE: VERT. 1"== 10'
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1525 COURT STREET REDDING, CALIFORNIA
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1525 COURT STREET REDDING, CALIFORNIA
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SOUTH TAHOE PUBLIC UTILITY DISTRICT
ASSESSMENT DISTRICT 1960-2
LINE 37 INH 35-2 TO M H. 37-i
VERT. 1 10'
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DATE AUG. 143G0
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LINE 36 M.H36-2
LINE 41 M.H.36-3
TO M.N. 36-3
TO R.H. 41- 3
SCALE: HvoltRiTii...L: go. DATE OCI.
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1525 COURT STREET
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SOUTH TAHOE PUBLIC UTILITY DISTRICT
ASSESSMENT DISTRICT 1960-2
LINE 36 M.H. 36-3 TO M.H. 36-5
UNE 42 M.H. 36-4 TO R.H. 42-2
SCALE: VERT. 1"t
HORIZ. I"- tOO'
DATE AUC, .19490
SHEET 41 OF 44-
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SOUTH TAHOE PUBLIC UTILITY DISTRICT
ASSESSMENT DISTRICT 1960-2
LINE 36 M.H. 36- 5 TO R.H36- 10
VERT. •
SCALE: HoRiz. 1"=t••• gt,), - 1 DATE AOC.. 196:0 I SHEET 42 OF 44
CLAIR A. HILL & ASSOCIATES
1525 COURT STREET REDDING, CALIFORNIA
INVERT.
EXlSTINQ CaRADE.
+1
INSTALL RISER 114 LATERAL
W1 -1E -RE SEWER DEPTH
EXCEEDS 10 FT.
E xlSTI NG
C:�RADE. t� Zx4x4 " REpWOOD STAKE
OVER END OF PIPE.
ELEVATION
8
1 INVERT
ELEVATION,
LIMITS OF PAYMENT FOR PIPE
LIMITS OF PAYMENT FOR TRENCH
EXCAVATION . BACKFILL.
Z�V
%4"/FT. MIN.
INVERT AT 1>' SET A.5
DIRECTED BY ENC 1-IEER.
LOCATION A5
SHOWN ON PLAN. yfl
TEMPORARY PLUG
IN Iz 4D.
ELEVATION
...PUBLIC R/W OR. EASEME-NT.
PROPERTY LIME
4"
TYPICAL
SEWER MAIN.
PLAN
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INVERT AT UPPER END 0
I/9 BEND LEVEL WITH OUTSIDE
TOP OF MAIN.
SEWER. I.AAlN.
S Ew E R DETars. I L's
IJq SCALE
15EQ A WNE1ZE TRENCH
NOT 1N PAVEMENT.
SEE SPECIFICATIONS FOR
PAVE -ME -NIT REPLACEMENT.
CLASS A,FS OIZ C 13ACI.RLL,
SEE SPECIF►CA.TI01J5.
SELECT BA.c.K.PILL MATEIZIAL,
HAND PLACED AND TAMPED
IN 4" TO Co" LAYERS.
IMPORTED BEDDING, FOR PIPE
WHEIZE TRENCH l5 1N ROCKY OR
UNSTABLE SOIL.
EXCAVATE FOIL SELLS
OR COUPLINGS.
TRENCH BACKFILL- DETAIL
NO SCALE
DES. D .5.
DR. L.F. f CK.# Pet APPD. H 4/...t c,/f JOB NO. L-45.01
SOUTH TAILOR PUSUC UTILITY DISTRICT
ASSESSMENT DISTRICT 1960-2
SEWER DETAILS
SCALE: vEIIT.. i 1" =
"
HORIZ
DATE &UCQ.1500
SHEET 43 OF 44
CLAIR A. HILL & ASSOCIATES
1525 COURT STREET REDDING, CALIFORNIA
C 1. FRAME §s COVER.
SE=T COVER FLUSH WITH
EXI'STINRAUE.' ��
ADJUSTING RINGS,
MINIMUM B.
CEMENT 4 ORTAR
TYPICAL .
GROUT WATER TIGHT
ALL AROUND.
Z' -O"
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EXTEND PIPE THRs UCH M.H.
E3REAIC OR CUT OUT TOP
HLF OF PIPE.
L I N EM 4 N H O L E
DROP M.H. WYE.
4'-O" DIA.
SI-IAPED INVERT MAY
E*- FORMED AFTER
IS OTHERWISE #'
COMPLETE, DASHED
LINE. SHOWS LIMIT OF fit' '-
IN TIAL BASE CONC.
PLUS', .--.-
(D' -O" DIA. MIN.
TYPICA.ti Sec -riots
DROP FITTINGS §. PPE SAM*
'SIZE AS INCOMING SEWER.
to"MIN. CONCRETE COVER ALL
"b --AROUND DROP COt.15TRUCTION.
NOTE:
USE DROP !MANHOLE COUSTRUCTION
ONLY WHERE SHOWN PLANS.
PLACE CONCRETE: AGAINST
UNDISTURBED SOIL OR FORM.
EXTENb BASE FOR DROP
CONISTRUCTION.
NOTE:
PIPE STUBS AT MANHOLES FOR FUTURE CONNECTIONS SHALL
BE- 4' MINIMUM IN LEt4C.TH. ALL STUISS SHALL PSE PLUGGED AT
UPSTREAM EtJD_
M.n,is �oL_ E DET4IL.s
NO SCALE
FORM SMOOTH 5, UNIFORM
CHANNELS IN INVERT, CHANNEL
DEPTH = PIPE I.D.
END PIPE AT M.H. WALL,
TYPICAL ALL AI -4C LE F.
Jt]NCTION MANHOLES.
J u rl C T I O N OR Q. t4 C, L S.
M A N H O L E
C.I. FRAME- § COVF•R SET
FLUSH WITH EXISTING, GRADE.
Ia4C1
ASPHALTIC JOlt1T - MwTE IAL..
LONG, RADIUS Ye E5END.
RISER g FITTING'S SAME' S1'LE
p.5 CONNECTED SEWE .
PLUG,.
Ron NOLS
NC) ¶CA.L E
DES.D.S.] DR.L.F CK.U)fl I APPD.c`C*., /9I1- 2 JOB NO. L-45.01
£OUTN TAHOE PUBLIC UTILITY DISTRICT
ASSESSMENT DISTRICT 4960.2
SEWER DETAILS
SCALE VERT 1
HORIZ. 1" =
DATE 61-/C4. tSlaC: I SHEET 44 OF 44
CLAIR A. HILL & ASSOCIATES
1525 COURT ST'EET REDDING, CALIFORNIA