5963 1
I
1
i
t
CARDIFF
SE-WER RELOCATION
WORK TO DE DONE
THE PROJECT CONSIST5 O THE FOLLOWING WORK TO
BE DONE IN ACCORDANCE WITH THESE PLANS AND
NO T EL
ALL DISTANCES SHOWN ON THESE PLANS ARE
' THE SPEGI FI CATIONS ATTAC HERETO HORIZONTAL QtSTANCES EXCEPT As SHOWN
t
TH E CONSTRUCT ?ON OF V.C.P 5 E:WER MAIN 'SHOWN THUS
THE CONSTRUCTION OF CONCRETE MANHOLE53HOWN THUS PAYMENT FOR SEWER MAINS SM ALL .i5E_SASED ON
THE CONSTRUCTION OFCONC. ENCASEMENT SHOWN THUS — HORIZONTAL CENTERLINE DISTANCES, MEASURED
r THE CONSTRUCTION OF CONC. ARCH ENCASEMENT SHOWN THUS — TO THE IN51DE FACE OF EACH 'MANHOLE.
THE CONSTRUCTION OF TYPE: "B "CRUSHED ROCK BEDDING $DOWN THUS
ELEVATIONS SHOWN ARE IN FEET AND DECIMALS
THEREOF ABOVE THE U.S.C. & -G.S. DATI.M PLANE.
UNDERGROUND UTILITIES SHOWN ARE LOCATED 'IN ACCORDANCE
r ,
WITH THE RECORDS OF THE VARIOUS UTILITY
EXISTING IMPROVEMENTS
COMPANIES. '
SEWER LINES SHOWN THUS i — ALL POINTS BETWEEN DESIGNATED ELEVATIONS
SHALL CONFORM TO A STRAi-GHT LINE,
MANHOLES SHOWN THUS ALL MANHOLES SHALL BE EQUIPPED WITH CAST IRON
' FRAMES AND COVERS & "WROUGHT IROK
`CADDER -
AS SHOWN ON SHEET
1 I i V
AREA c;
-IN DEX
SHEETNO. LEGEND
I VICINITY MAP 8 INDEX _
4 2 EXIST MHIO TO MH3 4 CRO55ING FROM MHI TO EXIST. M14Q. PLAN s PROFILE (AREA `A M H = MAN HOLE MAN HOLE V. C. P
VITRIFIED CLAY PIPE
� B.M = BENCH MARK
i j 71 AAtglrA WF naty NEW MH3 T0MH6 (AREA "A - t ENCASING OF EXIST. SEWER ATMH28(AREA%;*') PLANS& PROFILES DMH- DROP-MAN
HOLE a CENTERLINE
4 SOME RS ET AVENUE CROSSING. PLANE PROFILE. (AREA$ ")
-6- 5 STANDARD DETAILS FOR SEWER CONSTRUCTION
O
4
` Y O t�S`
` \ Z
'1 .R
'3
/� * o EXIST. 5EWER d MM116
/" EA B m A � '� TO 13E ABANDONED 35 5pF EXIST 8 V C P. TO
. 4
ENCAS
5 MH 20, 21 & 2Z TO BE
LOWERED, TO MEET STATE
Q HWYS' PROPOSED GRADE --
0
r � "'p
d a I FRO EXI ST. M 10. TO N EW MH6
R
3 CLUDING NEW MHI -2. - SS
i 1 �I
t � 1 FROM NEW MNI,TOEXISTMMiI. '
EXIST. 8' V.C.P. SEWER TO BE
z
`\ r r H LL _ABANDON D
R EA A p FROM EXIST. M 10 TO NEW IvIH6 goo •� '
\ ♦ INCLUDING EXIST MN11- 39 -37936 0 0 t 7 f
PA I F IC 22 23 ° � /�+ Lu t UJA
r a 1 ` u 3en= �t r r
27 z6 EWER TO BEENCASEp t�sDO� ti a 1`�t R EA
c
O CEAN \ TO BE REMOVE ` r` SCALE 1 °= 400"
fIRfGHWAY CROSSING BETWEEN NEW MH485 v W g D 2
FULL ENCASEMENT D ETAI L SEE S Ff EET 3
W m V ��
_ ! 2
H BETWEEN EXIST NEWMHI�. o
EX15T,MH12.Can+G.ARCH ENCASEMENT
27 26 t
DEPARTME 'T OF MCIAL C't� T'�`:CT `Sf� VICE�3
COUNTY OF SAN DIEGO
-hum T v` 4003 ROSECRANS ST. SAN DIEGO 10, CALIFORNIA
`-! m +
�a �� CA RDIFF
c 0 cr
z Lu ��
— -- 3 W N SEWER RELOCATION
L '
yW SC ALE: ?r�OlECT NO.
j 7i>f t Ca
Hari i " =50• ',VICINITY MAP
\ >rr
Vert. 10 6• AND ENG4NEERlNC w0 I
f ..
R EA M l a >~ » o�v-d D _M Z 5 9 4 0
AREA B v � INDEX SHEET
SCALE I" -400 SCALE 1 -400'
A E E S HE E T Z 8 3 d ecked , g,,� OF 5
V A P o E T s D E TA I L S EE S H E E T �4 . Dats Ckd. (� j
; m Feld
SCALE I "= I000 ( _.___._ !� fr F
•
Book WAIF O A. BARNEY EN'nINEER R. E. NO. 7114 NO.
I
E ,
t �4.�CI11?Ct2
i
lie
L=
oPAAt
-_ - — -- - X - - _ - - -- - - - - --
1
j
— - -- - — — —` .
n 7 _
r
1 ___
-
.
- - --
_
2
- -T-
- -- - - -
4
Iv
p
-- - — - -- -- - -- -- — -+ o o 4!1 _
.Z.r c,a17G. 1 3
Se -ga
OF
-- -- — - __ . _E.rkGa•�errr
e�w► r tl� Fr�QS�
1
p' l 6" V•C.P. SEE SHEETS
All Y 41+
OF 0
/9
EX/.1 / 9?/r P. S�°Nt�r gay. C.PSeweir red F{ /vVL�� I _ � 3 . 39 R iol v
MOAT? "
to rerr74lr� in , t e Con s_fr_ - '
/5 EaS�''' , fog -� B"V G. P s t ru Bd "'' - 8 � 3/ 89 ' �
cor►t• -- .r• c - Go _ xiJ dreg `
CUf /t19EX73MAsi�. E;tts�•B'7/. b G� a.1, O�C•�rG, S he� t y
' �7a H /D ab�ro doncd J� �SCG A t e �•G% /
' o YP /CAL C01oW. ARCH F'NCAS£M£N
POW T o DETA /L
T� ` No
VIN 4A
/!� 50 >* 33.7 Z p co Dora
E
_ D`" 06ITS 14OE D/AMET£R
' o i
j ` C " %
s
4�s
a► a COUNTY OF SAN mi
3 4805 ROSMAM ST. SAN Di1'CO 10, CALMORMA
i
27 Z2 5 /WGi�e
z6 CARDIFF
z3
WL R EL �C ^ TID/�/ 0 SE A
3
C-3 SCALIt PROJECT NO.
i n Est. R`�.4,A ewer /y1oIPA � �, ��s-o . EXIST. M H 10 TO 'M H 3 4&
r to ev '"obf i., serric e _ I G C R O S S I N G FROM M H k G
r , � EN:a1NEER1Na
W. 0.
'.� c, �, �.. • �,� z TO 'EXIST. M H 12.
PLAN & PROFILE SHEET
Checked �. g. A,
AREA *Al
Date Ckd. 5
3(e (� 3 • 1
r / � a Fieia .� Dal FILE
m 1
.. G
Book WARREN A. BARNEY IL ENGINEER. R. E. NO. 7119 NO.
� uc, S 3/4 -145 3
I
-- -- - - - } -- - - - - -- - - -- r -- - - -- - -- - -- - — _ j.
} t
f
r
3
`
��
t
r-
-�-- -- --� ' - - - . • -- - -- _- - -- - - _ - —_ ---- -- - - -__. - ._ _ _ - - - -- -- - -- � - - -- -- -- ---_.- - _ .
- -.- _ _ _ - - -- ¢ - -- - - -- --- - - - - -- Imo-- -- - -- - - -- - - - - -- _ _ _ __ _ -__ _ _
111 _
F
'
�•
{
4 166-
--+ -+ _. -
�•- -�— - - -- -- x - -- - .- - - - - -� - - -- •---- --j- -- � EASEMENT � - - -- � � _ - -- - --
--- - - - - -- - - - - - - -{ -- --- - -- - -- - --- - -- - -_ - -
—_ _
Ile
t
,
�� II
—
fi
:
+ -t
cr
ISO
-_- - -- _ - -t - -- - _ -�
,
p �
r r .
Z
T
- T-
PRO�OSED STATE -� ' - +- PROPOD
O st
H IGF WAY- — �"' _ - - - FRONTAGE ROAD
{ T - - - -- - _ - -- -
.. _ _ ._ _
A - EX
_ EXIST. ROUNDUN
t _ T .
—
to N C. A R C l-t -- - - - --
-- _
-{-- --t-- � � _ __ . _ - -_. —__ _ GB.C1.�H 12_ rE N C AS E M E N T —_
R ROC
oc
— - - - —_
1
0 �-D —. - -
Q x ki
INVERT GRADE t
+ r
-- - j -� -- - _ a4 _
E
r I X tST. H 38 . i NV .'E 125.07 -- - - -- - -- — - _ - --- -- -- - - - - -- - - - - -- - - - - - --
- - -- - -- -- -- -- - - X 15
_... -- ---- + - - - -�_ --- 1--- ---- --
----- -----
T 8 "VGP -SEWER y.
- - - - -- - --- - APPROX.12'LEFT,TD BEABANDO ED, - - ---�
- - - -- - - -- - - - - - __ - — -- - - -- - - - - -- - - - -- -- - _._.._.._
,
_
}
r
t
A EN
20
f
_
4 20.73
-- f a , G •P _ - - - - - - - -- - - - - - - -- _ _ - -- - - - - — _ - _ i- .B l�•'t _ SLL4_
-- - - -
_.
R H R FIB. �1 X tS�- 5 E H
5E- °�
.28 I
8- 9 10 / If f2 t3' 14 t5 16 17 18
�� a- � i� �� EXIST MH 2O ( NOT 5HOWN) MH 21 8 M H 22 TO BE c r j 3 � 1
' a l
' ♦�� l.. tea �• -• �-- - LOWERED TO MEET STATE HiNYS' PROPOSED
GRADE ( BY STATE HYWS) .� t �?i .711 1,� I
pit -ro �P 1
GG 15' EASEt`�► ti 3 0 ti�
222 f` F -( �� EXIST. M
$ " N 3T
V. C.P. SEE S TO OF ABANDONED. �..
in s
FREE "�` W W _ 24' WATCR kAA.
� - � : � EXIST. V +C. P. SEWER TO BEABANOONEO •YV ,
E o0
EX15T. 8" V.G.P SEWER oQp REGAL ROAD w w w
TO BEABANDONED
FN D. TAG6ED PIPE
i
A �
EWER MAIN
= IN PO y'
0 $ 7
STA. i3 +'f 5 7 ST gT E H W Y'
♦ 1
+ 9
4 58 +t7 5 w
S TA- _
P 8 M 2 6 TO BE RAISED 3.5'±
• o EXIST. H.
6 ro EASEMENT J� (BY STATE HWYS')
" q PR4P05ED FR EwAY'A` LINE � � - -
4 > EXIST. 8" y � P"
ER: 00
O W Z C —
j •� 4 � � I
5'GOMGA R C H
U ENCASEMENT
IA /SEE DETAIL)
` 4D �
J Z COUNTY O F SAN DIEGO
� SHEE 2 I�EFA1t'1'P1trNT '� SFEt"1� OISfiRICt SIk1�10E5
_\
Ci Q 3 4003 RdSKAtVS ST LAN tt 10, CAUFCRNIA
a W
CARD FF
X
o+ctsT.B�"v
• qr _r 'E WER, f R ELOCA TI ON
3 / C IO' ERS Q m a _ scaLE� N M H . 3 TO M f4 6 v
F'i; )JEC't Nv
(S
FW D. TAGGED PIPE 161.00 v~i 3 V ert. ' _ 50' AREA "A" r
i � 1( t, 6� N GASI N G d F EXIST. S EWER "G' "Ekalr W,0,
j oo J, - {-- - - Q W 5 9 4 0
;� o. Mz. AT M H 29 AREA E A'C"
� GOLDEN ROA D
I 5 T�0/y 2 ,e E WAY �W E 1 I� �a:,�,
_ gFC FpE R t1 N - a V• J. PLAN & PROFILE y
TI 5
Q A►23 ' ; •` C ' �. '';_ :'. ��� i T. P _R �'sC!ca c3 3
% ,40 . �� . �--� v �. e EX 5 8" SEWE
- �, ► TO REMAIN IN SERVICE M. F1eIJ ste F{LE
n » w RPLN A. E Rev' =1 EWINEER R E. NO. ?119 NO,
d ] Wk
L) 4, - I °I
� p
d
- -- -- - -- - - - - ._- . - -- - - ..- - - -- _ - - -- _ - - --
Ll
I
- 1
i
-- — -- - — 1
j
i
— - - - - -- I — - -
-- - - C �ttr��t f �tfcZ
f I V werri1 Grossl;i�os. b ��t2 m� y►o�e
ol
Igo-
Of
_ ec
t
-- - -- 4V -- lol _-
--
4
Fj{is>� setlh3/" f o
•�G grCl!►�` /O �:'0l E/� coSe/ne �t adaG frc4ser> ---� �1 �s n6ar�c�orCd K� , i
ee we Id 14
• Q • O: .}� .. a. !ra •. .,; ✓� . . .o D [. .�-. !J B•.�. .4 A �• S - '� -
T p /rJ JO•3'IM.�st t
6 _•o A a a e. �• a
1 - L Y
� � ..� _ • -o ° ° - EX %S!`: /D✓L.fMOi ; I Ir1 ^
. i %
A A // A J
'_�: .;p 1 l/ /i�� r'i �� /}}-- LPL �! I i ti: ; , !
S" KCas ✓a 1lc undtPr ,
exist: rr�o�! � 12
�t
L.�ETA /�C. �R P ; 28
No Se 17 /e } �
C 9! e i
, 3
;
5 1 E'�ncosrrrn�n � - 30 � isf EoS� �!' � I
AV o �xi:s %o vc �.xwe t� �e '9' r'o • '�- X Pi t ,
Vol
oFis %st�'osrrr� T . �• }�� l ( p.l j�
I DEPAPTMtFNT OF S"CfAL V19PFCT `SERVsCfr
Ro
I Ex�=� Se wee fo r�mQii� COUNTY OF SAN DIEGO
t serylcoBV, P.
` 9 � 4M �EtRANS !T. FAN OEM to, CIILI#�tNli1
. j CARDIFF
o
N SEWER FEL OC A FION'
z I
`^ 1 KALE; PROJECT NO. i
J Ind /!._6°, SOMERSET ;A VENUE
co
v.r►.
(p C R O SSIN G ENGINEEkING W.O. j
o
°"'E.x,' PLAN & PRO F11-E_
I
F . -
c►.W» A R EAR ~. sr>;E�:r
•
{ - Mecked J
Date Ckd & ( 5
J i Field I ENGINER Ft. E. NO. 7119 NO.
—
I Mill
.+
t., d�
j 7
- - Bock WARREN R BAFNCY .L
} �- - 1 163 � 1�$ � `�-
f t _ -4
j
MOTE ' WHERE COVER IS LESS
STANDARD C.I. MANHOLE FRAME AND SURFACE
22 "DIAM FILL WITH CEMENT MORTAR THAN 4 FT , CONCRETE 1
COVER (SEE DETAILS, RIGHT). CEMENT IN UMP�IV'EO AREAS. ENCASEMENT SHALL BE
In PLACE WITH CEMENT MORTAR ; SURFACE OF GROUND
o
14'V ' W ) _ K ZOOO - L9. CONCRETE USED.
" .. IAM. .: " ,.° _ K CRUSHED ROCK OR ,
s o o f E pf UThp 1 a ,,r `�t'a' - ,PPORT BLOCK - R
1110 s SQUARE CAST IRON DEAD END COVER _ SEINER
! N s SEE DETAIL, BELOW.
�+ ' a •'' - Q O O cG
_ s OF LATERAL
m u�
•
o' > O E EMENT
O O PLUG
C D- O 0 0 0 4 I.` ° �' ''�• b t SEWER V: - - - r
T
REINFORCE ALL WALLS OF MANHOLE I /q l O p pp c q x .+ - d b :': v • '.' -b ;t.': ° O %
SEND
« Via' pt _�Q ' _ ' y _.. L taa o q ,�
ON 4 CENTERS ZI► p c s . • a: ..
2000 L8. LONCRETE r: �� � r ♦. MAIN
WITH NO. 2 BARS WOUND SPIRALLY PRECAST CONCRETE ..,•'� -WYE BRANCH o v - "'�►,<
' RINGS S CONE. � O •q ;; a W jn• 2000 LB.
o� y ••OAP CONCRETE Q
. o b
4 TYP. 40 3 o y• �2 LAYERS 30 L8 ELT, p 4" � bqr Z "-�. ��- I etN PLAN a -.
"�. • t t
{ I# t 4� ALL AROUNIf > MIN.f TYP I LEV
•. M N.
sy 'DI AM. WROUGHT MON STEPS, n ` s : a a'� I �•" i r~"' —* ; ` LINE
L +
e " _ -. ": � � � '.::` � S � rl A STREET AROUND SURFA\E 11 10 WIDE CAST In WALL
_ 1,•,•: 'a. t . EWER 1 »
_
' IN DETAIL OF TOP
AREA A C
UNPAVED 9
4
„ '� b 48" DIAM. + „ o It R18S, EQUALLY SPACED
PRECAST CEMENT CONCR 5 --
BASE RING " :. t ..Q,. .. NOTE D K " J yo MOTE WID MINIMUM GRADE 2% �
p e FRAME WEIGHT 175 LBS. 6" 16 THE TRENCH FOR MAXIMUM 4',f°
GROUT ALL AROUND -- --�" =j \ _ G M IN. �� ti %t" COVER WEIGHT '155 LOS. 8 i6" A DEAD END SHALL
H ROCK OR MINIMUM 0.3'
_ _ _ _ � I BE EXCAVATED ONLY CRUSHED
' SEWER MAIN r 3 t gL0 v. ; SEWER Q l �'�'/2 ~ I ' o Ic TO UBGRADE, WHICH 19 ; CONCR.
SUPPORT BLOCK
jj MAIN 24" s ° THE OTTOM OF THE SLOP -
;D •c� b p� f ELEVATION R JECT PLANS WHEN A MINUS 8
`�,`' o . o o "' - o: � > 1 " " I �' '-,f W. �I► 3#10ULO EXCAVAT OM
NOTE FOR DIMENStONs A, B, C, D A L SEE P 0
CEMENT CONCR. F M NVERT ELEVATION OF MANHOLE ROCK OR GRAVE IN • a m ANYrI
REASON BE CARRIED BE- IS 0 FT. OR GREA U SE DEEP-CUT LATERAL PER DETAIL BELOW.
END OF SEWER MAIM END OF SEWER MAIN
LOW SUBGRAOE, IT SHALL BE
BASE, , y REFILLED TO SUBGRADE WITH
I 3 a
AS SHOWN ON SEWER PROFILE 3" ' M EL WHICH SHALL BE kLATERAL INSTALLATIONS SHALL TABULA
•
s �/4 1 I _.f"_ SEWER MAIN TAMPED YNTIL fIRM YIELDING. INFORMATION ORMATION IN A *FORM SIMIA
t LR TO THE FOLLOWING
1
SECTION A A t 3.¢� -- °' `+
D F iG I 22" #, , SHOULD A FIRM AND UNYIELD NG FOUND- "LATERAL TABLE"
"—'� NOTE CONCRETE TO DE 300b -LB. �� ATIOH BE UNOBTAINAS> E B TI4IS METHOD
6 - W 4" �. 2" 1 PORTLAND CEMENT CONCRETE 23 " - ' �� 24" PIPE ; 9E A CONCRETE PIPE CRADLE SMALL 91111 USED.
NO. A g C D L REMAINS
10" - 1 4 3 ALL JOINTHALL BE MADE
w
, ! T
81 3 %Z ti J'''P WITH GENE MORTAR of 303/4 �- SECTION D D EWER M
.Q. `.4 1. mi x. r . SECTION C—C � s r►
4
: THE SEWER MAIN SHALL BE LAID IVOR THE FULL LENGTH AND DEPTH SHOWN
D - INSIDE DIAM. OF PIPE
C -- C ON THE PLAN AND PROFILE TO THE POINT MARKED DEAD ENO ( 0. E.)
J
l td A a DEAD END
LATERAL CONNECTION
M M
- SIX RI 1
1` S ~ r EOUALI PAC
D 7? NOTE tkHEN MANHOLE DEPTH
IS 7 FEET OR MORE FROM , _
PIPE INVERT TO $ROUND LEVEL �i �� 3�~ fi LETTERS,
t + . •'4;'. USE ONE 30 X 4i DIAM. RIMS }~
�4 %4 4 �S4 W RAISED � SEWER
AS SHOWN. IM MAIN
WHEN MANHOLE DEPTH IS P�' r '
LES
THAN 7 FEET FROM P1 " x t I
` PLUG
1 �1 1NV[R `TO GROUND LEVEL, (4� . �4" 1 1 , 1 " W ,
I 1 , i REPLAJs 30" X 4S" DIAM. RIN$ _ 4 "DIAM - 4 _ 5 E E R :000 LS. `
Ci"Ci 1 " -�-- 2 " CONCRETE SASE ' j I I
WITH ONE 12 X 4i DIAM. PRE- °' EXCAVATE FOR
RTICAL PIPE
CAST CEMENT CONCR. BASE RIN
f , - 1 '>�. + P '' ' E >
SECTIO N
SECTION E —E
i �TION B -8 2
a. 2 d
',.'. PLAN °
CONC PETE
MANHOLE MANhfOLE FRAME :COVER JJ oe
d
CFA D EN > LVEL
t SELECTED DACKFILL ,► r Z t
s ` COMPACTED PER ri i,R LI -� f.
STREET ,Olt 6 Nt) LINE
ROUND SURFACE j(
a - SPECIFICATION SECTION J—J
\'r� ENGtH PLUG ,
ONE L 9
iii ' /�j /j , :'f . � r 4' y,' t'� #� t » r r \ THE H
I: I PIPE j
"MN.( I2 IN.
\. `ii�G \ ti »M ` \�, �� r \�\ \\ tom t 1► � i� " 2 G
i ?> TH x:
: ^. "' f • ii \ i \' a` \ �/ �� ` // , / \ \N \�\ ,4*1 f7 R _ �. MIN ( U
GAD / 7 y � Z
,,; 4 . 'o, ` t \` y am t` // , \ ' \- \ _ /��t ;'. 1♦ q ty '» ' E
>
T
L Z.
l °. t j ` �����i,� `•� . / MNDS x
a 1 q 1 / . .• a �` //, ,.• �" t `
x' ac
TOP F C NCR r
J 0 0 f A 4, W NOTE: WHERE OVER I: tS
( SUPPORT .4 D� _ , w
1 t wECTION H H
l .a m THAN 4 FT. COl�CR TE•
*. .•l�. �� '! �, 1 }.�,' � _:� .� , •�', �; ^• 'r c. g ..' -- ♦ ? 1 �,.
,}r: _'` = t r ENCASEMENT SH BE
. CIUS� eEODiG - °
F I ' S I ZES STANDARD BEDDING `,, F; USED.
� P DROP M i 1
S`)` PROJECT PLANS TEE
FOR TRENCHES EXCAVATED IN TYPE•fR TAII�CR�$ , E7(�.`AVrED ._ t�3' r*+La , \ ` / REND r
., ,•
—� - J J
' M S OIL
ELW 3 OR *01IRE �1TI60.:IE >mot
t
FIRM SOIL ONLY.' i
it _ $R71DfE 11�QUIR � FbR "STANDARD BEDDING.
?�
,a . INVERT [LEVATtON It
' 1 $° >:. 'pp M. ' A'I�MO'01 ,P AN'$ 0R.- tA!il!CTtl fMNJEER. " . " i
- — - - As sNOwn ON ; . 6 PIPE 3 i4 7y¢ 7 4 -�- 1
.tE T PLANS. t� a� !+ a r e PI %" 9 %" 9 %j T :�''• BRANCH ATTACHED
PRO 3,
� -.... CLE AND ROUGHEN SUR- ,• a �►s .� �, PE 1 /4 4 li ca,' MAIN
°
:'o �i. SELECTED BACKfiLL TO SEWER
FACE OF RINGS AND APPLY - W
NEAT CEMENT PASTE PRIOR 'Q D/ �\ / ` �i, /,� ,� COMPACTRO PER ' / ,�
,•- '} A ND COVE t
►� . - V '� . 'u, , /�� /,, ,,� � �� ��� // tJIPECiFILATI.OM! � .� ~ :. DEAD E "
TO POURING SUPPORT FOR W It ~MIN: , t �/ ,, // ti ' { '' '• s - µ -
DROP SECTION. }s... J e `° b, /i 'i /� ii�� \�� - s, D ;f •" '' - �•-- /'
` / / .,\\\,, PIPE S RUN DE E I MAX.
�'o: o- � b ,/� � \ /\�,��, ��. � _ - . _ � .,,, •, �� ,� a ,-� - .. ;�,i .. t. �
2" , CRUSHER RUN MATERIAL. (` a
4 E �:►' s SECTION EL
�VATION
TIR •
r v
>f000 L� fl . i` i"" ( - FOR DIMENSIONS A D Q L SEE PROJECT PLANS.
' "NOTE ,,
} \
1
' O
H
• � s
. � ; .o _ 'v � !' •�� -� C►
TWO LAYERS
-OF 30 19,
i !
ne �� ��� .� a`.' y' +` H F T D } AI_L AROU�OD. �'_ �. 1
I G G ,'. tIiTANOA , ', � _>� ;; ..:� DEEP --CUT LATERAL
! DROP MA HOLE BEND i. I .40 ttiEDDIN$
o •�--- . ° • : , . 't'`� 1 d
I 4 0 °'' " ° :o b. 4 :. 4 t \�/ �� ,� /' - '�` • PLAN , TABLE OF MAXIMUM AND
MINIMUM TRENCH WI THS
' o z� •+'. I, TYPES: t!. IN O1MEMIONl: t` '
°° L VITR CLAY PIPE
I H �, PIPE SIZE J_ E:.. e" * T END OF SEWER MAIN – SECTION F' F { TYPE A .37 b' 4" -
1S "_ 4" 4" . . h ,� PIPE SI,JE 8' 10' 12 I'3 is 21 24'
_ , S ° '` //, +�` _ ,_ " " " " »
YPE C .73 24 2'-10" 3'-2" 3
6 6 k `' » •� IAA "M TRENCH WIDTH 2' 2 ", 2, 4 2'-6 3 I 3-6 3 -t0 4' -
6 12 12
/1!� X 2 » t — "-.,. , MINIMUM TRENCH WIDTH 1' -10 2 ° - f" 2'-3" t'•i" '
�1 (4 LAG EW R -�_ •
E
�lN s H1E
/lir "I�os.
PARTIAL CONCRETE CRAkE o 33 e
TWO 3
t. TWO 3/8 "X 6" L"' SCREWS; 0 36 �- 3$ 9
f•
_.v `' a SHALL ALSO BE USED WHERE TRENCH WIDTHS "
1 �, �� a' �. , _
S
EXCEED THE MAXIMUM WIDTHS ALLOWED A
CONCRETE - E N CASEMENT
'` * 6 3
SHOWN IN "TABLE OF MAX. TRENCH WIDTHS.` -- -- cs 'i .0 . o .. `` �!'T - , -=tt� •'% o G -
r
�rn SHALL ALSO BE USED WHERE COVER IS
4 'q LESS THAN 4 FT. I''p I. P V. G P
COUNTY OF SAN'oig z �'`Y ' .`F �r r hi Y .t: •�'a i_d
F F _ �, ,�" 6" , ` 'e o , o • J 1. ° - d / 0 '
MIN. MiN. s , j
2000 L8. CONCR SPIGOT _
_ _ •p •` �,� _ / ..i '� 1_ N D e �•.. O
o P ,�` 1 ETE I tiee3 t105itRA►NS ST sw*1 ptEda t0 lOR141A
.� 2000 L'D. CONCRETE ; . 4 ,° ( ►- • +,.
f
9
$ MIN. JACKING SLEEVE '` JOINT GOI POUND 20 018. GOItCRETE �• W �'
�!� �' � �:;\. , ! i`r�. t` • o. + E*ER MA114 i j C A R I F
!, CRUSHED RACK OR t ',.f:• � i CEMENT TROUT , ' ' I n 't a t <• O -
��" \ • » �-v GRAVEL If SUN-
NOT l {• v . •. M M { I
w E T
t % :v,' GRADE IS UNSTADLE. , S E W R R E A 1{
"� `Q••. :•o''� t JMIN. IF TRENCH IS In '1� s o: _.� ii 4 i
O IDENTICAL WITH STANDARD o:.P.' .' 1 -- \ +� I z \, - C I P ! V P
DROP MANHOLE SHALL BE
" FIRM SOIL OMIT 6 M N f i. .: _ r t
911111 NONE nk+JMCYwo'
(? n x' CONCRETE MANHOLE EXCEPT �`' ',� ROCK OR GRAVEL. `� 'm; . o �i'/ / 6• t. STANDAM
, DETAILS ,
FOR LADDER LOCATION AND ' 1 S ' f "A-�I Iy BF..1_L END '°' F w
M) 0 A 5940
,
SECTION ELE 0 . sm J.L.S.
� HE DROP MANHOLE TEE E ,)SECTION G —G CONCRETE ARCH °�' ` -- iNCr�
• - PIPE DETAILS AS SHOWN. U ' JACKED PIPE r �,' >• SEWER Gom TRUGTION
• E NTER IA ., .�.
\,S H IN ALL E R THE 4 0 M. ENCASEMEN�r CON CRETE CUT —OFF WAL JOINTING O F EAST IR PIP (G )
' DROP MANHOLE *. r and �A 4 -D
w BEDDING CONDITI -4 E( G ) --
. V T R I F I L A_
Y.PP
C v
SPECIAL BEDDING PAR"t`IAL CRADLE ARCH ENCASEMENT COMPLETE ENCASEM6 OR IKING SHA DIE E
- •sti�f , u iMi tc• c ' +" + , ar �.
, , , I 1 WeORCN
AS INDICATED ON THE PLANS OR IN THE SPECIFICATIONS.
e3 GA -/a- 5
. y ULS
,