7709 PLANS FOR THE CONSTRUCTION OF A SEWER SYSTEM IN
THE CARDIFF SANITATION DISTRICT
ABBREVIATIONS AREA 176 - WORK TO BE DONE
Manhole M.H.
Crushed Rock Bedding C.R.B. The improvement consists of the following work to be done in
Vitrified Clay Pipe V. C. P.
Elevation El. accordance with these PLANS & SPECIFICATIONS attached hereto:
Bench Construct B
onst. 4 CoR.
Existing Exist. R / UELA TRH T S EC . 15 Vitrified Clay Pipe J
Corrugated C.M.P.
Property Line --- Crushed Rock Bedding — ___ ___ ___________lie-
Percent T
Road Survey R.S. 20 40 I _Concrete Encasement �,
Right of Way R/W I I Concrete Cradle
Concrete Encasement Conc.Enc.
Asphaltic Concrete A.C. I � -- --I — � I Goncrete Arch Encasement
Cost Iron Pipe C.I.P. —II Standard Eccentric Manholes
Field Book F.B. 20 i
Deflection Angle AR,OL
Easement Esmt. —!
Reinforced Concrete Pipe R.C.P. I
Plug ® —1
Oiled Surface Pavement Oil.Surf.Pvmt.
Power Pole I y� I II
Telephone Pole T. R P.
Water Meter W.M. Q L
Water Valve W.V. Q Q
Gas Valve G.V. r
e . I P II
NOTES
All distances showman these plans are horizontal distances unless otherwise noted.
�I Payment for this SEWER SYSTEM shall be based on horizontal centerline distances,
- I measured to the inside face of manholes.
i \ I Elevations shown are in feet and decimals thereof above the U. S. G.S. Datum Plane.
,V' 11 All points between designated elevutions shall conform to a straight line, unless
SYMBOLS OF EXISTING TQPO I shown otherwise.
& IMPROVEMENTS I - All manholes shall be equipped with cost iron frames a covers, and wrought iron
ladder rungs as shown on the STANDARD DETAILS.
Underground existing utilities ore shown according to records of the various utility
Sealer lines 3 3 companies. It shall responsibility of the CONTRACTOR to contact these
Gas lines G G G — � � ---Y(— I companies for exact t l locaca tions and depths.
( N The maximum allowable deflection where curved sewers are shown on plans shall
Electric conduit E E 110100,
E — ' r ' 0 I I be one-half inch per foot of pipe length.
Telephone conduit T T T —
Water lines W W W— �e —I-
Barbedorwirefence —•—°—• Ga II r 4I�
Wood or rail fence J /
Concrete or block wall _ �
I
A.C.or oiled paving ..... ..""" k II VI III _
Concrete paving �
Buildings Y. Q
I (-
a
INDEX
Description Sheet No.
Title Sheet I
-- A Llne_�5 a _
r RIVERSIDE COUNTY I II
� �. + rte 1 �1
DE LUZ �_ - �I
oRAI BN OW
N ONOFRE FALLBROOK
PALA —1T —T �20
IOI I I I � I
II'�T �I
PFLOMAR
SALL 1 I 1 I
MOUNTAIN
RINCON WARNER SPRINGS I I I
.y c oRREGO SPRINGS
41; SAN LUIS REY 1 1 I
Ys;a
a 30 VA LEY
ISTA CENTER MORETTIS BORREGO I
" v 3 BUEN MESA GRANDE
S A N Y3 20 4o' p a
r ' �- S SANTA HE NARROWS.
D $ MARCOS SCONDIDO YSABEL N
-,• 3 SAN PASOUAL WITCH WYNOLA SCISSORS } ,o -
CREE MEL BA 12S 976 ROAD N m
JULIAN ANNER CROSSING Z 30 M Q$ Qp
OLIVENHAIN
.n RAMONA G
ANTA FE
CUYAMACA (J
EL MAR
(7 ; '� VALLECITO '
" POWA
+4 s¥ 6] _
PROJECT Lt TfON
MIRAMAR
E
i"
O r
°,'a�'f � MOUNT LAGUNA
z
LA- SANTE LAKESIDE DESCANSO oGUATAY
ALP NE so PINE
3 VALLEY G O U N T Y W
EL JON
' o_
iTt
PACIFIC o OSTONIA - � ,
MISSI DEMESA
OtA'.
D OLA MESA
' A 1ROVE,1—bG VALLEY ,
Z SAN DIEGO JAMUL s, l _- '
NATIONAL CITY
(/Y
i
® OULEVARD
�CHULA VISTA DULZURA ,
I
JACUM O
POTRERO CAMPO
PALM CITY
TECAT��E
S IOI O AN YSIDR X t C o .. –
Y 7 ,
0, �
DRAWN D J• - r DEPARTMENT OF SPECIAL DISTRICT SERVICES WORK ORDER NO. SHEET
DRAWN RECOMMENDED v q $a CARDIFF SANITATION DISTRICT 2948
CHECKED G
FOR APPROVAL
DATE
COUNTY OF SAN DIEGO BRACERO ROAD ET AL AREA 176 SCALE OF
FIELD eDaK APPROVED oarE /L 6L
FILED DIRECTOR OF SPECIAL DISTRICT SERVICES R.C.E 91t7
5555 OVERLAND AVENUE SAN DIEGO CALIFORNIA 92123 TITLE SHEET B PLOT PLAN As shown
diva
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' NOTE QO
/Vo ties Owen for water lines — SL C, _
q II I pipes meanders from one side Q
S E C. I —{ to another. 17, �3 5, P/� � 4 0 N D u u 8 0 I'1
III I 77�� � � (
s e. K. � VV . /!s
aI � � T 13 S � R 4 W � � L
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1 I N E 1 /4 0 F S (E 1 /4
DESIGNED J/�- ,� ,�Jr�. �'g 7f CN. t'+1 OFi(. ; {-{ 1'�€ a. 1 WORK ORDER N0.
SHE T r+�'
DRAWN �,/C. RECOMMENDED P .. .. D .EPA RT M E N T OF S PEC I.AL DISTRICT SERVICES AR�j�j4 SS� N� T�.:� ���
oisTRrcT 2 948 z
CHECKED /rf/,N�, FOR APPROVAL_ s'`.� -
DATE 2 -6� — COUNTY OF SAN DIEGO AREA A/oe /T6 SCALE of �
FIELD BOOK APPROVED DATE �— Hoerz. /" /oo°
FILED DIRECTOR OF SPECIAL DISTRICTS VICES 5555 OVERLAND AVENUE SAN DIEGO, CALIFORNIA 92123 LIIVES - /
' ,� - , A -3 5 'A .-¢. VERT, //"==
" =_ 6 3
STANDARD C.I. MANHOLE FRAME AND FILL WITH CEMENT MORTAR
COVER (DRAWING N0. )- CEMENT\ IN UNPAVED AREAS
IN PLACE WITH CEMENT MORTAR -
W
m E E A U T O p Q
' . 24"CIA. 0 N
> 0 o° 0 0 o E
���
C
`' C o
E 00o
REINFORCE ALL WALLS OF MANHOLE ?loz o O o o D
WITH NO. 2 BARS WOUND SPIRALLY 41 �O o 0 U U j
ON 4" CENTERS ' - •QTP� . '- I 000---0 ....LLLLLL CID u ago
r'
M o0
%2
.�4 DIA WROUGHT IRON STEPS, , 117 a I _ I/2
••
14" WIDE, CAST IN WALL
(See DRAWING NO. ) d- OEM 00 S E W E R
> %2"
V I _
48" DIAM. •� 0 12 RIBS, EQUALLY SPACED
PRECAST CEMENT CONO. B rS�• 5" B M Z
BASE RING NOTE - - '
GROUT ALL AROUND D N MIN. B FRAME WEIGHT 175 LBS.
' 26/2" COVER WEIGHT 155 LEIS.
SEWER MAIN ' 3.I� EZt SLOP SEWER .4 24% ( .
.-- -`- ♦ D u . n MAIN z
�-_ a 24.. 1
_ 4
END OF SEWER MAIN F MIN
P.CC. BASE END OF SEWER MAIN Q 1 --
INVERT ELEVATION OF MANHOLE
AS SHOWN ON SEWER PROFILE
D F G SECTION A-A 3"R- , t�%4
NOTE: CONCRETE TO BE 3000-LB. 22 `
6° - 8" 4i 2" ; I PORTLAND CEMENT CONCRETE 233/ 3% 24 '
10" - 15" 4/2 3" ALL JOINTS SHALL BE MADE 2
18" - 27w 8t/ " 3j " I WITH CEMENT MORTAR OF 303/4"
z z !' d 1 :3 MIX SECTION D- D
Q SECTION C- C
D = INSIDE DIAM. OF PIPE C __ C
A o o A
- - -_ - III- --� 74 SIX RI 1'•
DJ _ �4" ¢- �6'j I� � EOUALL SPAG
Nit O NOTE WHEN MANHOLE DEPTH
maw
IS 77 FEET OR MORE FROM
PIPE INVERT TO GROUND LEVEL, I I USE ONE 30" X 4G" DIAM. RING /4 I 3 4 AS SHOWN- /4 WHEN MANHOLE DEPTH IS
4
' LESS THAN 7 FEET FROM PIPE I� -
•• ' INVERT TO GROUND LEVEL . 11� f'�/4, I' -
SECTION Ci-Ci t I REPLACE 30" X 40" DIAM, RING J 24" DIAM.
WITH ONE 12" X 46" DIAM. PRE- —T' -
CAST CEMENT CONCR. BASE RING.
SECTION B - B SECTION E- E
CONCRETE MANHOLE MANHOLE FRAME a COVER
SELECTED BACKFILL TYPE TYPE .
COMPACTED PER ,.
SPECIFICATIONS - - - -
�'.� •� VA A / / G / / '� i 4/
"�`�
12•'MIN. s �\,� 12"MIN. `\\� Ir �� ��` ,0 .����� Py.��•r8�.f� I MIN. -
'�- ' \•x � ' A �, �� / iii /<
iii �. ` ./ �� A V O �� �i• ���aF)�
3 MIN.
�.4D'
STANDARD BEDDING CRUSHED ROCK BEDDING
FOR TRENCHES EXCAVATED IN - TYPE "AI/— FOR TRENCHES EXCAVATED IN SOFT OR YIELD–
FIRM SOIL ONLY. ING SOILS OR WHERE EXCAVATION IS MADE
BELOW GRADE RFOUIRED FOR "STANDARD 8EODING'. -
TYPE so ap AS SHOWN ON PLANS , OR DIRECTED BY ENGINEER
REVISED TO
SELECTED BACKFILL
COMPACTED PER J J
- /� SPECIFICATIONS T�
12"MIN. v A• a -
E
CONDITIONS,
01 1„' — 2000 L8. CONCRETE .a -I • 1 v �! TRENCH WIDTH
H °
� i ,• � /i/ 1 ✓ 4 oN _ ---TWO LAYERS OF 3018.
STANDARD FELT ALL AROUND. ' ,
--►I-4 D' BEDDING % o v ✓ `� o s �. NOTE A CALDER COUPLING JOINT (OR APPROVED EQUAL)
:� PLAN ORAWH N REQUESTED JBY THE ENGINEER. TO C.I.P.
TYPES: MINIMUM mMENSlonE oo - \ _ TABLE OF MAXIMUM AND MINIMUM TRENCH WIDTHS
TYPE A N PIPE SIZE J E „ VITRIFIED CLAY PIPE el.
TYPE C • TS 73 D' 24 6 6 ^\ /
TYPE G S 18
0' y 2s" S" S" 0 \ ,,� PIPE SIZE 8" IO" 12" IS" 18" 21" 24"
Z 6" 12 12" MAXIMUM TRENCH WIDTH 2'-2" 2'- 4" 2'-6" 3'- 1" 3'-6" 3'-10"
4'- 1" ,
PARTIAL CONCRETE CRADLE 30" 27 33" 8" 6" / - v v ° a ou - MINIMUM TRENCH WIDTH IO" 2' I" 2'
3" ! i" 2 10" 3' 2" 3' S"
36" - 39" V 6" I I J
SHALL ALSO BE USED WHERE TRENCH
WIDTHS
THE MAXIMUM WIDTHS ALLOWED AS vl
SHOWN IN "TABLE OF MAX. TRENCH WIDTHS." CONCRETE ENCASEMENT I " � . - '�, - _ I '� ♦ °X, ♦ i 6"
SHALL ALSO BE USED WHERE COVER IS '� I •' - I ° _1I1 \ / o C I P V G P
DEPARTMENT OF SPECIAL DISTRICT SERVICES
LESS THAN 4 FT. i
6" 6" I 1 ` z v COUNTY OF SAN DIEGO
MIN. ` MIN.{�,/�, ° . 1 = ° ° ° 4 6 5555 OVERLAND AVENUE SAN DIEGO, CALIFORNIA
i2000 LB. CONCRETE Q
2000 I.S. CONCRETE SE�"NOTE/ SPIGOT E NK28 C /� Z?,D !- q -7-/� 1, / 7� -7-7� CT
v ., a JACKING SLEEVE ) - I C/�KLJ��/-' S/-i N� ! HT�O/V G-/�S l K �lJ ! � ..
� -` JOINT COMPOUND
I `•' CRUSHED ROCK OR / � ° ° SEWER MAIN . GONCPETE �1 n / 7
•� 1:3 CEMENT GROUT I ^� A.�E�I NQ �./
GRAVER 1F NST DISIGNUD STANDARD DETAILS o \/ GRADE IS UNSTABLE. I ,I I °
��� - iJ " A A ` �
o f
V. IF TRENCH IS IN 1 /(�\�,', 1 .o. r SCALE
2-MIN. .P �. -y!-... v " a_\\ // _
FIRM SOIL OMIT 1 C I P - V G P
ROCK ON GRAVEL . 6"MIN. �•- -
p ,J P \ p , ! O E DRAWN FOR WORK ORDER
4D - � o o m a T E �J L NO. Z
E L E GAT 10 N CHECKED•DATE SHEET
CONCRETE ARCH JACKED PIPE SECTION BELL END SEWER CONSTRUCTION
ENCASEMENT 2 8/lac, 3 of
NOVA �V' - CONCRETE CUT-OFF WALL JOINTING OF CAST IRON PIPE (C.I. P) FIELD
RECOMMENDED
BEDDING CONDITIONS and FOR APPROVAL
�I� ��I�.A��� _ — {ILE NO.
SPECIIAL'BEODIN-G, PARTIAL CRADLE, ARCH ENCASEMENT, COMPLETE ENCASEMENT OR JACKING SHALL BE PROVIDED VITRIFIED LAY PIP� (V.
0 P) APPROVED. DATE /�-/d -6j
AS INDICATED ON THE PLANS OR IN THE SPECIFICATIONS. -
DIRIC7011 OF SPECIAL TRICT SERVICES R NO 7119
3/8- /6e3