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EXISTING NON-METALIC "MIN
' TABLE A',
_PIPELINE DEPTH OF COVER
ALTERNATE LETTER NOTE_ • , •' • ' ' • HAND PLACED BACKFILL N z S 0 8 -0 8ff 1 16 0 16'—l" 25
MANHOLE FRAME COVER SHALL BE ALHAMBRA FOUNDRY TYPE 1 /2 THICK PREFORMED
LOCATIONA-1252 (48" M.H.) OR TYPE A-1325 (60" 72" 84" 96" AND 120" M.H.) ' ' EXPANSION JOINT T BAR T BAR T BAR
OR LONG BEACH IRON WORKS TYPE X -106B (48" M.H.) OR TYPE ''• U
' • • • • MATERIAL BETWEEN C(3N�. • • • ` � • m
D EQUAL. D CONCRETE ' ' • �, , ' � .� �- 4 8" 4 8" 4 9 1/2 " 5
X -106A (60 , 72", AND 84 M.H.), OR APPROVE Q PIPE AN
FRAME AND COVER SHALL BE BITUMINOUS COATED AND, WEIGH •'' BC/8 MAX.
1-1/2" LETTERS IN / / / % GRANULAR MAT'L t M / 5 8 4 9" 5 11" 5
A MINIMUM OF 540 POUNDS 48 M.H.) OR 680 POUNDS (60 , c co BC 15 MIN.
6 x 9 BOX „ 84" 96" AND 120" M H. THE COVER SHALL HAVE 2 PICK. v 6 8 1/2" 5 10 1/2" 5 12 1/2 6
G.6.M.w.D. 72 , , / ) �
SEWER °D (4"MIN.)
UNDISTURBED 7 9" 5 11 1/2 6 13 ,1 /2" 6
CASE 1 EARTH 8 10 " 5 12 1/2 " 6 15" 7
. 12"
AWE
NOT10 SCALE CLASS A -III BEDDING DETAIL NOTES: 9 11" 6 13 1/2 " 6 16 1/2 " 7
3000 P.S.I. CONCRETE TRENCH SHORING AND TRENCH WALL
I -X SLOPING SHALL BE IN CONFORMANCE
T WITH STATE OF CALIFORNIA, DEPARTMENT 10 12" 6 15" 7 18" 7
TOP VIEW � � '�•: •'4 , , • 4 : / / PIPE O.D. EXISTING NON-METALIC WIDTH OF DUCT
�, 4, PIPELINE +g "MIN OF INDUSTRIAL SAFETY REQUIREMENTS 11 13" 6 16" 7 191/2 " 8
COVER DETAIL ;:'. /\/` `v AND THE REQUIREMENTS OF THE PROJECTIt ., ,�
v \� 4 TYP. EXISTING POWER OR 4 TYP. SPECIFICATIONS. 12 13 1 /2 6 17 7 21 8
! 4
. r .. .: / \/ TELEPHONE DUCT _
" x0001 BC/4 (5" MIN.) 13 14 1/2 7 18 1/2 7
CEMENT MORTAR �. i. \ 1/2 THICK EXPANSION 0001 ,�
JOINT FILLER MATERIAL CC7NG,;1/2_ -
�• ASPHALT PAPER � � • ' � ., 14 15 7 20 8
x • ° 3000 P.S.I. CONC. ° x
co Q
, Q .• „ , •, • .� 15 16 1/2" 7 21„ 8 - -
.° , SUPPORT , .° . • • • '
----- __ -__-_- C.`ON,' BC/8 (BC/15 MIN.)
I I GRANULAR MAT'L so 16 17 1/2 7 - -
ROAD WAY SHOULDER17 18 1/217 8
I I I I m (4"MIN.)
------ -- -------
ALTERNATE GROUND SURFACE ONLY IF - - - UNDISTURBED �>, \ 18 19 1/2 8
MANHOLE IS SPECIFIED TO BE BURIED `���// / /lr,/�// �/ �' �/j r / EARTH �•
8 MIN.
_ BACKFILL TYP. AX.
„ 12"- ---------- 300o P.S.I. CONCRETE SECTION B—B
CLASS A I V TABLE, B
12
-� - STREET SURFACE
NOT TO SCALE
z DEPTH OF COVER B MIN. BEAR.
s
GROUND - N 30 CLEAR OPENING :; A _ _
:: �. s \ \ \� \� MIN. BEARING SHALL _ 0' 12' 0" 18"
SURFACE::•,� \/ / / /� 8 -1 - 16 0 ►, „ „
BE 1/2 O.D. OF -
/ ! CEMENT MORTAR !': !. / GRANULAR MAT'L z 12 -1 - 15 -0 24
\ \ \ SUPPORTED PIPE co -
KIN' 7 18
- - PIPE O.D. +8 UNDISTURBED EARTH- 16 -1 - 25 -0 7 -1 - lot—opt24
ASPHALT PAPER WRAPPED, - ,T =.� _
„
a. 3000 P.S.I. - C 6"MIN.
' CONC. BEAM T 10"MAX. CLASS A—V 10'-1" - 12'-0" 30"
SEE TABLE B (TYP.)
PIPE LINE --- •� ° �' TNSEE TABLE A
OPEN FIELD ROADWAY
HAND PLACED BACKFILL N z TABLE C
CASE 2 FOR SIZE OF BAR S
SEE TABLE A CLASS 150 PIPE CLASS 200 PIPE
DEPTH
ENTRANCE SHAFT DETAILS _ - NOT TO SCALE SPACING OF BARS � BC/2 OF INSIDE DIAMETER INSIDE DIAMETER
NOT TO SCALE MANHOLE DIMENSIONAL DATA SHALL BE 4 O.C.
% COVER
DIA. TYPE A B C D SECTION C -C GRANULAR MAT'L (4"MIN.)
48" REINF. 36" 30" 2_" 4 1/8 NOT TO SCALE m
0'-8' 8'-6" 11'-0" 13'-0" 8'-6" 11'-6" 13'-0
pp
48" NON-- REI NF. 30" 30" 6" 6"
--_ -- _ 8'-1" - 16' 6,_6„ 8,_0„ 10,_0„ 6,_6„ 8,_6„ 10,_6„
60" RE --INF. 36" 30" 5" 5" UNDISTURBED EARTH
„ REPLACE NON --METALLIC PIPE-- 16'-1" - 25' 5'-0" 6'-0" 8'-0" 5'-0" 6'-6" 8'-6"
72 REINF. 36' 30' 6 /' WITH CAST IRON PIPE FOR APPROVED RUBBER GASKETED CLASS B
SEE ENTRANCE SHAF r DE rAII_ -- 841). SEE DETAIL DY/G. C-16 REQUIRED SIZE AND STRENGTH O-RING OR SEAL JOINT
THIS SHEET _._- _ - -
96" 5EE DETAIL DING. (,__ 16
SE:E TABLE C HERE Orl.
• ��� JOIN EXISTING V.C.P. 6 MIN.
12O" SEE DETAIL DWG. C -16 - , _ --. 10"MAX. 1. ALL CROSSING HOUSE LATERALS 10" AND SMALLER SHALL
- - _ - -- -- - ----__ _ O R CONIC. N C . PIP E
I - BE SUPPORTED �BY USE OF CASE 3 PIPE SUPPORT DETAIL.
3" LEVELING
RINGS As I - - - 1 „ L-�D ALTERNATIVE TRENCH _ _— _ �!� 2. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS WITH
REQUIRED C B DIA. • I, C 4 MIN.-
_ _ _ _ »
12"MAX. _ •� __ _-� 1 18 MIN. .� SLOPE CONFIGURATION � 18" OR LESS CLEARANCE, EXCEPT THOSE COVERED BY
•. / I L - - - _ _ \ NOTE 1 ABOVE, SHALL BE SUPPORTED BY USE OF CASE 1 '
s MIN• /
V. , I _ ____ 2 EA. 4 LEINGTHS COMPACTED BACKFILL
/• '�' 1 •I il, I I EXITING Y HAND PLACED BACKFILL PIPE SUPPORT DETAIL.
ALTERNATE PRECAST I F-_' I MANHOLE \
' 3. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS NOT
/ . CONCRETE MANHOI_F L_Q _ _� �. / /��/ M. BC 6 MIN.
, / COVERED BY THE ABOVE NOTES 1 OR SUPPORT DETAIL. SUP-
/ •I• T - PORTED BY USE OF CASE 2 PIPE
I I ENTRANCE SHAFT LOCATED 00
p I _lI AS DIRECTED BY ENGINEER GRANULAR MAT'L— v (4 MIN.)
�- - • I T___._ o , 4. BACKFILL SHALL BE BROUGHT UP UNIFORMLY ALONG
- • o A CASE 3 m
v� I _ -- __ A , BOTH SIDES OF THE PROTECTED PIPE AND SUPPORT SO
�� NOT TO SCALE UNDISTURBED EARTH
AS TO INDUCE NO UNBALANCED FORCE.
z a � ,I : 48 DIA. UNLESS : D -
w n �a O THERWISE NOTED .J; - �' I 5. CROSSING METALLIC CONDUITS 3 INCHES (NOMINAL SIZE)
N Y •I; ON PLAN ,I 4 MIN. CLASS C AND LARGER SHALL BE BACKFILLED TO 2'-0" BELOW THE
• -SLOPE SHELF INLET -= ,,.
G � �� - •1 � ALL SHELVES TU HAVE
\ .A' CROSSING CONDUIT WITH CLASS 2 AGGREGATE BASE.
0-) 1 /F OOT -d \ \ MATERIALS AND INSTALLATION SHALL BE PER CALIFORNIA
•I •• a O ' ;� , s COARSE BROOM FINISH ,Y ° ,� - DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS,
I. PIPE "SECTION 26 (JAN. 1978 EDITION)". THE TRENCH SHALL
v o{ I • ; •' COLLAR OF '�\
DIA. :I I I HAND PLACED BACKFILL `V THEN BE BACKFILLED TO 12" OVER THE CONDUIT WITH
NOTE:_ -- v ---- I I 3000 P.S.I. CLEAN, MOISTENED SAND (SAND EQUIVALEND OVER 30)9
INVERT ELEVATIONS AS ; a - -_ _.¢-—_ - r _ L _ _J CONCRETE
SHOWN ON PLAN AND � d'. o • f w �- � Y BROUGHT UP IN LAYERS OF NOT OVER 6 AND MECHAN-
PROFILE. • ' z co I `_`; I I �` ICALLY COMPACTED TO A RELATIVE DENSITY OF AT LEAST
,c �-- -� _ , _ `� - �• Q I z I , ' 90% WITH SPECIAL ATTENTION BEING GIVEN TO THE PIPE
T_ -I 1 I p •. �_ _J - 2 EA.- 4 LENGTHS %� BOTTOM AND HAUNCH AREAS OF THE BACKFILL.
_ I \ /• N d _ ENTERING UNDISTURBED EARTH O"
-'- > I MANHOLE SECTION D—D BC MIN.
NOT TO SCALE HAND SHAPED — GRANULAR MATERIAL SHALL BE IMPORTED CRUSHED STONE ?()FESS/
• • _ FIRM UNDISTURBED e
0- ^- _- - CONFORMING TO ASTM D448#67, HAVING THE FOLLOWING
300 P.S.I.P. SOIL #
CONCRETE BASE - -- PLAN GRADUATION: ��
SECTION A A Wilson F. So c,
_NOTE: _ �� �� CLASS D_ 100 PERCENT PASSING 1 IN. SIEVE; No. C 2 651
PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS � 90-100 PERCENT PASSING 3/4 IN. SIEVE, � �
OF A.S.T.M. C478 AND BE DESIGNED FOR AASHTD H2O A
20-50 PERCENT PASSING 3/8 IN. SIEVE;LOADING. IPE S U P P O R T DETAILS AWING 0-10 PERCENT PASSING #4 SIEVE; •P DR0-5 PERCENT PASSING 8 SIEVE; `l 30 y
BEDDING DETAILS # s Exp. �
NOT TO SCALE Z_��'/*4 NOT TO SCALE SLAG, PEA GRAVEL OR OTHER ALTERNATIVE MATERIALS WILL
q�F
STANDARD SEWER MANHOLE
_VECGENTRIC CONE -, �' NOT BE ACCEPTABLE IN LIEU OF CRUSHED STONE. OF CALF
NOT TO SCALE
DATE
SHEET 18
CHINO BASIN MUNICIPAL WATER DISTRICT 18
Z�/,_ -1 - I 1-4 - OF
FON TAN A INTERCEPTOR RELIEF SEWER PH ASE 11 DRAWING N0.
C =-17
MISCELLANEOUS DETAILS
I$8� D-4573-18
PROJECT ENGINEER PREPARED BY: APPROVED BY: SCALE:
- - -- _ _----_--------_ _- ---------_---------------- --- DESIGNED BY: M.P.P '
WILSON F. SO &ASSOCIATES, INC. AS SHOWN
J. B. C. MICHAEL PODE RACZ R.C.E. N 3 DATE C.B.M.W.D. - P OJECT MANAGER DATE
- _ DRAWN BY: SUBMITTED BY 16018 TUSCOLA RD., SUITE 1, P.O. Box ass
���NEAPPLE VALLEY, CALIF. 92307WORK ORDER N0.Al X524 /90 DRAWING PER BUTisR ENCaI ERIN6 � INC.)
CHECKED BY: W.F. SO
(619) 242-2365
1510-570RR
iW
i/ 15191
REV.
REVISION DESCRIPTION
BY
DATE
WILSON F. SO R.C.E. No. 21651 DATE