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� •N
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PLA S FO THE CONSTRUCTION OF
S V 1111 v S co 0 A D AREA OF
�u Q COUNTY OF SAN DIEGO
Q
A R E A N 143
1 w
WORK TO' BE DONE
IN; - ;
I ve t e r n a
1 �y, N� V , The tm�rc>< meat eons�� s of �h follow i n90 k to be done accord tree wtfh
t - ( se Plans an the specifccations cached hereto
3 the
The construction of Vitrified Clatj N a fewer Main shown thus i ---
The construction of Standar&Comrete Manholes - shown thus
co nst ruction s ruction of it' i Cra Plus sho
The n t � Y r fled y Pipe g wnthu5
M. !d Th construction of Concrete Encasement shown thus --:-�— The constructkn of. Concrete
Dmp Manhole.5 shown thus - -r -•.-
5EC 71alV
2i 3 a
t �1. WcderLines 8' Stub Plug
;
Sewer M e `rc.p --r Oil. Surface Ra vemenl•
i _ �• a '� w i8c.rrP.
Manhole -- _ Culverts ._
V► { { JL
or T
SEXv-5a T-13S-� .4 W.
5 E ! 6
NOTE5
144 ( f
1
t .-
7 ti 1 �4 I- L. UeAfQkion B.M. Bench mark M.H.
. N• ,, IN. N Manhole
V.C.Q = Vitr;fi ed y Ripe = Cen+erl Fd. Fbund
C.M. - ComAu akv*ielol Conc.Encase= Conereie mnt C.M.P. a CorrugaW M ein I Pipe
J t o Lt E S. R.4 W. r a Olt Su , = Oil su rface Plaverne rf. Pav
E E R I N THE UNIN R P R TE
.N --� e of
— T J i All distances shown on these Plans ore hortzontall�istances exc P•1 where nofed aVherwtse.
�►-I,M
- '7 Payment for Sewer Mains will be based on horiz.onfal cenfert distances measured
/ . 1,3 S. to the inside faECe of e4ch manhole noted as "End of SewerMain" on s#bndQrd Mgnhoe I3efls
► ( �� °i� 2 It a - -- _ - _ - - __ ___ __. ______ — - __ . - levatfions aims between elevai shall
conlorm to a strati
P 9
Shown are infeef and decimAls thereof above the U. 3. G.5. Datum Plane,
- L
AR
yx
z All h+ line,
' SEA CRE VSTa U/I/ /T �v0. All manholes shalt be equipped with easy Iron frames and coven cis ehown
on
l Standard Detail Sheet.
�\ r 1 - a — Underground ttfilfties shown on these plans are located In accordance with r¢co
1 0 4 3 l0 3 I of the various ut+iliir companies,
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JUDY LANE : �VL + Q 4 9 4 1
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DEPARTMENT OF SPECIAL DISTRICT. SERVICES
r �' N 3 1 € COUNTY OF SAN DIEGO
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14 4005 ROSECRANS 3T, SAN VIEW 10, GILIFORk1A
` M p 2 1 3 a UNINCORPORATED AREA Of THE
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(3 � � REVISED , . ; te j �, _DEPARTMENT OF ,SPECIAL DISTRICT SERVICES
` COUNTY OF SAN DIEGO I
u _ MOS tOSm"m ST. SAN DITIM 10, CALIFORNIA i
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coNDl -I-ioN NINGORPORNTED NREN OF Thf-
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W ,�t ` `� = COUNTY O SAN DIEGO i
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LINE _ . x� �� 4M RossM sr. SAN mtGo 10, cr►LIFORM
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COUNTY Of SAN DIM
40" ltostm"s ST.
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UtANC ORPORAT
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��/ Book WARREti A. BPP. Y C Yil £ rf; R.E. NO. 7119 NO.
�� 1 /� 3
3�� 8 CA ^11 "`f'
5 B ,.�
STANDARD C.I. MANHOLE FRAME AND 22 "DIAM FILL WITH CEMENT MORTAR
IIOTE ' WHERE COVER IS LESS
COVER (SEE DETAILS, RIGHT).CEMENT IN UNPAVED AREAS. THAN 4 FT, CONCRETE
IN PLACE WITH CEMENT MORTAR SURFACE OF GROUND ENCASEMENT SHALL BE t
- -- -- _ _- __ USED CRUSHED ROCK OR
to
s r . _ 24 "DIAM. °. 5 n J
UJI OF - K K L 2OOO-LB. CONCRETE
° ° m '� UTh OR / SQUARE SUPPORT BLOCK
- - CAST IRON DEAD END COV
ER
EWER
_ -
�.
o CC 0 i� SEE DETAIL, BELOW. tQP O F D LATERAL
• O O E t0 PAVEMENT
..
•� i0 ° 2 a t O O O O - PLUG
C �'p Ci D fE o 0404 D. a �. .� .o .Q - --
REINFORCE ALL WAILS OF MANHOLE ;�: _ : ,4 PRECAST CONCRETE ,4 'y L�� __ _,,�. O O O 0x0 0 8 � a�:. - mo b'
Q�. I MgIINR o / BEND
�.. �. i 1
f. WITH N0.2 BARS WOUND SPIRALLY 0T _ - -- _
.'o Ao 0 0 �0so o , :.a : * r o: e r
RINGS A CONE. r O q,,_ p 2000 LB. CONCRETE W p• -2000 LB. - a,' H
ON 4 " CENTERS o .., ' ,,��P�' I 1 .� O 0 0 6 ' ° CONCRETE _a; - , t'. P _ WYE BRANCH
W i
i ,� o s /�► /4 O < w
Q p Mf O �t 4" '-2 LAYERS 30 LB. FELT, < D 4 " A bar Z e„ I PLAN 0r
,
• MIN. ALL AROUN(�• - - -> MIN. TYP MIN, a „
LEVEL
5 /8'DIAMWROu6HT:1ROt�l STEP P : : a �o \ \ \\ I ' 1 �t STREE _ R GROUND SURFACE �-
LINE 4
10" WIDE, CAST 1N WALL •. M I[1 > :; \ \ S E W E R
PER PROD. SPECS,
2 DETAIL OF TOP
wM_ - - -L — - --
IN UNPAVED AREA A C i
4 8" DIAM. + „ p It RIBS EQUALLY SPACED
PRECAST CEMENT CONCR 5�� - - -- ro - +
,," NOTE W 46 TRENCH
BASE RING — 8a ;.° -� D ;q:. @« 6" i6" x "/0 NOTE WIDTH - MINIMUM GRADE
2 %
" G MIN. `a !s %" - �- COVER WEIGHT 155 LBS.
MINIMUM 0.3 o THE TRENCH foot _ n o
GROUT ALL AROUND - -- -r j' -__ -- -- . �• t 8" MAXIMUM 43 f aI A DEAD
END SHALL
T - :/ 3(0 \2 � SL0� v -' - -SEWER 24ft' I a BE EXCAVATED ONLY CRUSHED ROCK OR
Q I o TO SUBGRADE, WHICH IS CONCR. SUPPORT BLOCK
SEWER MAIN -- _ �D o, o -r` MAIN ^_ _ _ THE BOTTOM OF THE SLOP-
LEVATION
4 " r 24 „ : N W z LNG PIPE AND FITTINGS E F � � 4 i % 4 0 ;
SHOULD THE EXCAVATION FOR %4 NOTE: FOR DIMENSIONS A, 8, C, D 6 L SEE PROJECT PLANS. WHEN A MINUS 6
END Of S EWER MAIN CEMENT CONCR. F MIN r �e to Q�Q IOW B IT SHAL IEBEBE j IS b FT. OR
GREATER, USE DEEP -CUT LATERAL PER DETAIL BELOW.
S W BASE END OF SEWER MAI”
REFILLED TO SUBGRADE WITH
INVERT ELEVATION OF MANHOLE y
AS SHOWN ON SEWER PROFILE » R, - �_3 r r < ROCK OR GRAVEL WHICH SHALL BE PROJECT PLANS WHICH INCLUDE LATERAL
INSTALLATIONS SHALL TABULATE
i
SECTION A A 3 4 1 f END OF SEINER MAIN TAMPED UNTIL FIRM AND UNYIELDING. INFORMATION IN A FORM SIMILAR
TO THE FOLLOWING
F G
D 22 "
„ _ \ 3.'�
.._ , SHOULD A FIRM AND UNYIELDING FOUND- LATERAL TABLE"
NOTE CONCRETE TO BE 3000-LB.
" « « !L� ATION BE UNOBTAINABLE BY THIS METHOD
6 - 8 4 2 i , PORTLAND CEMENT CONCRETE, 23 " 3/ 24" -` `- PIPE % 9� A CONCRETE PIPE CRADLE SHALL BE USED.
o.
10 - 15" 4 3" ,� ALL JOINTS SHALL BE MADE 3 E Nd, A B C D L REMARKS
18" - 27" 8 3% " 00. WITH CEMENT MORTAR OF 30 4« SECTION D -D
1' MIX SECTION C"C SEWER MAIN
D = INSIDE DIAM. OF PIPE i �+
NOTE THE SEWER MAIN SHALL BE LAID FOR THE FULL LENGTH AND DEPTH SHOWN
Q' 1i C p.. .r ON THE PLAN AND PROFILE TO THE POINT MARKED DEAD END(D.E.)
A A M r: LATERAL CONNECTION
o;. I DEAD END
/SIX RI (»
? - t 'L -.� EQUALI ' PAC
J NOTE 4 r ¢ 'IIli I� a r 12� i S_.
f D - - - - - o 1 - � « /
v : WHEN MANHOLE DEPTH
;v o IS T FEET OR MORE FROM
PIPE INVERT TO GROUND LEVEL, j 1 1 "LETTERS,
_�
USE ONE 30" X 48" DIAM. RING /4, �4" 3�" 3 r W /2 RAISED !/6 SEWER
:0 9. AS SHOWN. �4 Ir MAIN
WHEN MANHOLE DEPTH IS » X FLUB +
LESS THAN T FEET FROM PIPE, S �� 3 » I »
INVERT TO GROUND LEVEL,
REPLACE 30 1 / � " � " EWE \ •
I I " X 48" DIAM. RING
SECTION C - C 1 24 " DIAM 4 _ 5 R
, WITH ONE 12" X 401 DIAM. PRE - ") CONC RE EXCAVATE FOR
a 4.
» CONC BASE 7: `` �
CAST CEMENT CONCR. BASE RING. i , A .. -VERTICAL PIPE
SECTION E-E 2 P �•`' >~'
SECTION B -B '
f I 2 2 % �. d
CONCRETE MANHOLE MANHOLE FRAME COVER _ I « - - - PLAN ,°
Y � 4 O N�
TYPE t,,
AD E '
r
SELECTED BACK FILL i j P Z
F
LEVEL
COMPACTED PER v :� �' ''
GROUND SURFACE �` , STREET� GROUND SURFACE \ /. - LINE
_ U SU _ SPECIFICATIONS
_ A i SECTION J -J
, \\\ �\ ' �� / / / �y� y :�` #. ONE LENGTH PLUG
xg, iq\\i'i '•i \x`� `, �� ` \ " / \ \ \' \ \ '�i \�/ ` ��i r \` `yi���` " 1 THE CH PIPE
i2 M►N. \ �,, - "/ �,� 12 MIN. \ /�� \ \\ . \ G,�Sc ,� I�f� N. 3 2 WIDTH
t`
MINIMUM GRADE 2
--
y/ --
�\\ \ � c / % BENDS i
` I ys; W
TOP OF CONCRETE 3 "MIN. 3 MI
SUPPORT , .4D �± �\ \ /// _ �� /-' -
r ' i ,. i , \' ��, , :, /% \ A W NOTE• WHERE COVER IS LESS
SECTION H H ! o n THAN 4 FT., CONCRETE
: + - "— < M ENCASEMENT SHALL BE
I ''� STANDARD B , • GRUSHED ROCK BEDDING `
` I -, o
F O PIP SIZES DROP MA • ^•�
1 USED.
SEE PROJECT PLANS TEE �:i FOR TRENCHES EXCAVATED IN TYPE u A n "� foot TRENCHES C- XCAVA IN SOFT OR YIELD
1 1 > r=
I -\ FIRM SOIL ONLY. / ING SOILS OR WHERE'EXCAVATION 18 NADE J �.- J \ / BEND
•' 1 SELOW 03AADE REQUIRED FOR "STANDARD BEDDING! -- - i A '�
- -- INVERT ELEVATION N N W X Y Z +�
-- -- - - -� , AS SHOWN ON , TY 0 AS - 'SHOWN ON PLANES , OR DIRECTED 16Y ENSINEER. 6 " PIPE 8 4 7k 7
; ° *..` STANDARD WYE
0 ,°•, PROJECT PLANS. t;, f S PIPE I'1 / 6 9%" g%r
\ \�, j 4 " 4 2 4
IS i BRANCH ATTACHED td SEWER MAIN
E CLEAN AND ROUGHEN SUR- SELECTED BACKfiLL /
' FACE OF RINGS AND APPLY G p a A' '/ // ''� '% %` ; J -.__ - -.-
NEAT CEMENT PASTE PRIOR COMPACTED PER
- � ._. ? _ / \ \` �\ �••. .�` � ''' �', _ -� I � - - - -.- -__ _
W /� SPECIFICATIONS
FOR
It " DEAD END COVER - PIPE SUB-OR OF 1 "
TO POURING SUPPORT �� ''� ''� ���� `�\ / - - ,� \ \•�, MAX,
DROP SECTION. ,� u MIN. \ \. \ .b :•
��
E d �; p / I CRUSHER RUM MATERIAL.
o ti �� 'q 'o•� i.o .•. 2000 LB. CONCRETE TRENCH M4 OTH B . \• SECTION ELEVATION
l a i FI �,. j 9 o W NOTE' FOR DIMENSIONS A, 0 a L SEE PROJECT PLANS.
y ,x V ' `. _ TWO LAYERS OF 30 IB,
G v r7 { \\ /- STANDARD J �+ • ? N FELT AI -L AROUND.
DROP MANHOLE BEND - ° .4D' BEDDING % ° ':� °: ;P. o d DEEP CUT LATERAL
• �� PLAN
TYPES: MINIMUM DIMENS oo TABLE OF MAXIMUM AND MINIMUM TRENCH WIDTHS
_ H PIPE SIZE J E 8" VIT_ RIF_ IED CLAY PIPE
END OF SEWER MAIN --� SECTION F' F ' TYPE A .3TS D' 4 "^ 1'J" 4" 4"
S ' - 21" S 5 o I a _0� 'I' PIPE SIZE 8" 10" 12" IS" 18" 21" 24"
IB
TYP S .B 0 - -- -- -
TYPE C .TS DD 94 6 6 = //� 6" 12„ MAXIMUM TRENCH WIDTH 2' 2 - " 2'-4" 2' - 6" 3 1
-1 . 3 - 6" 3 - I 4' -1"
271, r 12..
TWO 3/6" X 2 aV4" 1' - 10
LAG SCREW " " '
PARTIAL CONCRETE CRAbLE 30 -3s __ 6 /- _- - I MINIMUM TRENCH WIDTH " 2'-I" 2' t'-s"
2'-10" 3'-2" 3' -s•
EXPANSION SHIELDS. /
TWO 3/8 "X 6" LAOS SCREWS �' '�> ,p SHALL ALSO BE USED WHERE TRENCH WIDTHS 36
°
o
EXCEED THE MAXIMUM WIDTHS ALLOWED AS 9; ° �•o I- �►.
6'
Q n:
CONCRETE ENCASEMENT I.' .' �'' '. P . ,
SHOWN IN "TABLE OF MAX. TRENCH WIDTHS.` U • � ., I." -l!, ,� ` d
SHALL ALSO BE USED WHERE COVER IS ° ° ° ° W o C.I P V. C P
_ _ a: LESS THAN 4 FT. ..�: _ a DEPARTMENT OF SPECIAL D)$TR1GT SERVICES.
� �a A,• F - 6 6« i_ o f o r f _ ? p a' 6_
_ Ct11N1'�' taF SAN t�'bE��J
MIN. M! N. o 00 __{
*•— - - �, -v, - _ _ - \ `• ' 1 2000 LB.
CONCRETE W
d 4! ROStCRAM =T >wti D'iM0 10, I� - s4N1.A
SPIGOT END
2000 LB. CONCRETE 0T
v� - 4' 3 '� MIN. .a: ;, c. ' JACKING SLEEVE :� .'I' o' JOINT COMPOUND \ "200018. CONCRETE
►° N t
. P •,.
U• �t' CRUSHED ROCK OR I 'I' - SEWER MAIN / ��
f) i " j. o' � GRAVEL IF SUB- 3 CEMENT *ROUT I o' O ;
r; G ». ' c'' i �_ .'v �C% GRADE 1 4
NOTE 13 UNSTABLE. J { n '1' o'. l �' M I COONTY Of j L � � i
DROP MANHOLE SHALL BE =� `� ' `? ` �� - / p Y '' y" IF TRENCH IS IN a • ~`'1 1 4 ,.,) .
C I. P V. C P a �
IN !•1t
•r, a' I P. N O N E
NK+r+er Ito.
IDENTICAL WITH STANDARD o:: Q MIN. ` l__ -J -• - -- p l IN
p. ,� ." ♦_ ( FIRM SOIL OMIT _ , a
t3� ` CONCRETE MANHOLE EXCEPT /� \' �.� �� ROCK OR GRAVEL. 6 �� OD
FOR LADDER LOCATION AND MIN. •p •. y . P
- _. _� , - =� � >;► one
STANDARD. DETAILS
PIPE DETAILS AS SHOWN. .
DIAM ENCASEMENT SECTION ELE BE LL END FOR �.
1
THE DROP MANHOLE TEE .SECTION G - MM G CONCRETE ARCH JACKED PIPE
J.L.S
SHALL ENTER THE 4' - JOINTING O F CAST IR N PIPE (C.I.P) ,� SEWER CONSTRUCTION IN
LING. CONCRETE CUT OFF WALL DROP MANHOLE and r - -�--
5 OP r5
BEDDING CONDITIONS , t VITRIFIED _ F( ) s
�L AY PIP V C. P
4 -60
SPECIAL BEDDING, PARTIAL CRADLE, ARCH ENCASEMENT, COMPLETE ENCASEMENT OR JACKING SHALL BE PROVIDED i i ``
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