1992-3203 TE (Plans) Street Address
Category Serial #
3203 TE �r� sew
Name Description
Plan ck # Year
recdescv
1 /
r
A B C Q E F G H
SAN ELIJO JOINT POWERS AUTHORITY
�5 AN D 5
RI V E R S I D E COUNTY
, CAMP
Rainbow
PENDLETON
(U.S-M.C.) Fallbroa P a C O ES
5 Bonsoll `
Rineoe Warner Springs z
So Luis R Borrego Springs D
Vist b 0
Oceanside Valley Center
Carlsbad Son Yaqui
ESCONDIDO Wsll
Marcos nto Ysabel
Leucadio on Pas ual G Scissors Crosslnq s .,. Encinitas Julian anner �7 .,^„..°
Ramona OUNT 1 ' AN 6w'h6
' r r ll �! ti? z Carditt ,�� SAN DIEGO C -
• _ Solana Beach «.e
ancho s Aqua Calknte
Oel Mar Sonto Fe Spring
Poway �
Lokesido Mount of
Lo w
una T
La Jolla Santee Desconso Gu 9 ;,., �Pacific Beach oEi Ca Alpine VPine ; x � s
' 4 o Mesa _ Mission Beach y S' A N 5 s +` 4
Ocean BeoGh $ rinq V Iley ti :`� .N,f r OC SAN Lemon ;
I Coronado DIEGO GfO va Jamul
V -- \ ` Dulzura _ Boulevard
National City Jccumbo
Chuff Vista Potrer0 Campo
t Imperial Beach
Son Ysidro M E X I C O
i ka `
VICINITY MAP SECTION AND DETAILS NUMBERING
3
NO SCALE GENERAL NOTES INDEX OF DRAWINGS SECTION NUMBER
R DRAWING SHEET TITLE (1) DING10C SYSTEM 10UT ON 6
1. CONTRACTOR SHALL VERIFY LOCATION AND NO. NO.
DIMENSIONS OF ALL EXISTING IMPROVEMENTS C11 DRAWING ON WHICH
PRIOR TO PREPARATION OF SHOP DRAWINGS OF G1 1 TITLE AND GENERAL INFORMATION SECTION APPEARS
�, • �, � 4 � � � �,,, t oA. A �• t NEW IMPROVEMENTS. THE CONTRACTOR SHALL BE
RESPOSOLE FOR THE FABRICATION OF ALL NEW C1 2 AREA PLAN
P. MATERIALS TO FIT PROPERLY WITH EXISTING (2) CN DWG. C11
SECTION NUMBER
\' •• 1. 1 fi r • .�' �' IMPROVEMENTS. C2 3 SURVEY CONTROL PLAN THIS SECTION IS
IDENTIFIED AS 6
�f ��f r ' SECTI ON C10
` 2. UNLESS OTHERWISE NOTED ALL METALS EXCEPT C3 4 SITE PLAN DRAWING FROM WHICH
CARDIFF— BY —THE —SEA " '^ �\ " `' t. �` _/
`;�^ • � ( � � : ` , ` CONCRETE REINFORCEMENT SHALL BE MONEL, ASTM SECTION IS TAKEN
B164, HOT FINISHED 40 KSI YIELD STRENGTH. C4 5 PLAN AND PROFILE, STA 0 +00 TO 20 +00, LEG "A"
p� `.` �• ,1,� '? { (3) DETAILS ARE CROSS— REFERENCES IN A SIMILAR MANNER, EXCEPT
q. V'w�n� ;•,; _: _— Z; 11 THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN NUMBER.
SAN ELIJO ,, : 4 y r - -,, w 3. UNLESS OTHERWISE NOTED, MINIMUM C5 6 PLAN AND PROFILE
CONCRETE , STA 20 +00 TO 40 +00, LEG A
OCEAN z �' - -' '� R COVER FOR REINFORCING STEEL SHALL BE 3'.
d _�`" ' C6 7 PLAN AND PROFILE, STA 0 +00 TO 2 +51, LEG "B"
OUTFACE . _-
,. - ;•' __ _ k = , " 4. MAINTAIN 1 —INCH MINIMUM CLEARANCE BETWEEN ABBREVIATIONS
2 f 1{ _ - y 'w . k 'y- REINFORCING STEEL AND ALL EMBEDDED MONEL. C7 8 PLAN , STA 0 +00, LEG "B"
2
1 1w � _
� ,. — '�s.w�a� ` _to- -:: e--� A.B. — ANCHOR BOOT
��` 5. CONCRETE FOR STRUCTURES OTHER THAN PIPE, C8 9 PLAN, SECTION AND DETAILS, STA 0 +00, LEG "B" A.
— ASPHALTIC ONCRETE
::.:,-
r AN. SHALL BE PORTLAND CEMENT CONCRETE CLASS
•x ,1 s ACP. — ASBESTOS CEMENT PIPE
r�
I' L �'� 560 -8 -3250 AND SHALL COMPLY WITH SECTION C9 1 0 PLAN SECTION AND DETAIL STA 0 +00 LEG "A"
r �f'Ra:
� • s :L;" • ->.v�` ^, `" 1 CONC. — CONCRETE
l �� 201 OF THE STANDARD SPECIFICATIONS FOR _
:.el �,
J.
.,•,. - PUBLIC WORKS CONSTRUCTION. , STA 40 +00, LEG "A" DET. — DETAIL
C10 11 PLANS AND SECTION DIAMETER
�'• , •,, I E. W. — EACH WAY
6. REINFORCING STEEL FOR STRUCTURES OTHER
C11 12 SECTIONS AND DETAILS, STA 40 +00, LEG "A" EQ. — EQUALLY
°• THAN PIPE SHALL BE-CONFORM TO ASTM _
�M " �: A615, GRADE 40. C12 13 DETAILS EXIST. EXISTING
o t � t :,r� N +± ?�S.� B , ," i. FLEX. — FLEXIBLE
Sk,I � ' ;r
r13 14 SECTIO
FLG. — FLANGE
r .
c : y �+.. � . _..� FT. _ FEET
_ GALV. GALVANIZED
,�.�n -� C14 15 GEOPHYSICAL SURVEY PLAN MAX. — MAXIMUM
SOLANA BEACH o, ` Hw.rye .�,• ,,;I —
MIN. — MINIMUM
C15 16 BORING AND JET PROBE LOGS 0. C. ON CENTER
e P0, it • . 1:9 1 ' Ga det
RCP — REINFORCED CONCRETE PIPE
REQ'D. — REQUIRED
1 C16 17 JET PROBE LOGS REQ'T. — REQUIREMENT
,' 1 STD. — STANDARD 1
STL. — STEEL
SIM. — SIMILAR
TYP. — TYPICAL
LOCATION MAP W/ — WITH
NO SCALE 90% SUBMITTAL, REV. 1
=� DESIGNED SUBMITTED _ DA'E FILE SAN ELIJO I J 0 J P A AND D
SAN ELIJO OCEAN DRAWING
CHECKED G1
—_ -- APPROVED DATE GATE
NUMBER
--'
CHECKED APPROVED GATE CITY OF ESCONDIDO OUTFALL IMPROVEMEN TITLE AND GENERAL INFORMATION
ENSULTING ENGINEERS N
D � SHEET 1 of 17
A B F G �y �g
F
-- _ -
_
_ ';
A g C p E F G H
REVISIONS
ZONE REV DESCRIPTION DATE APVD -
SCALE: 1" = 200'
263- 011 -32
T CN�SON' -SOP f '�
A ` 263- 011 -33
EXIST. 30" DIA.
OUTFALL
261- 190 -35
4 � 263- 011 -34
4
261- 190 -54 261- 190 -55
261- 161 -17 261- 190 -56 1 1 263- 011 -02
261- 161 -07 261- 190 -49
261-190-57
263 - 011 -36
261- 161 -06
261- 161 -05 261 - 190 -51 ` 182-p54 OLD HWY 101 R/w 263 - 011 -18
261- 161 -04 2
261- 161 -18 261- 161 -21 26 A-A7 , 2 -1
61_172 0
- 261 - 161 -10 5 A-1 . 72 -07 261-172 I { 263 - 011 -01
61' 161-20 261-172.10 - - - - 'G+'
�
�360��6 261-181-07 08
261_
12 �
261- 161 -22 �� - -`
W E .STATE PARK
261 - 171 -07 - ' ' ' MEAN HIGH TIDE LINE CAR DIFF BEACH
261 - 161 -23 ��= � 61- 162 -09 261_17108 ��
261- 190 -03 ` - 261 -162- 2 STA 0 +00, LEG "A"
� � 2 �
3 261- 162 -21- 261- 162 -23 EXISTING UNDERGROUND UTILITIES
At " " ` _ NEW 48" DIA. OUTFACE o
v 261- 162 -20 STA 0 +00, LEG B LEG "B ", 251 FT. f px " � F j V� I 2 Q H W WATER
3
�
261 - 162 -18 261 �,b1 1 G GAS
TEMPORARY „
CONTRACTOR NEW 48 DIA. OUTFALL
261- 162 -19 LEG "A". 4009 FT. t -- E - -- - -- ELECTRICAL
SMALL BOAT LAUNCH STAGING AREA - -_
- -- T - - - - -- TELEPHONE
N
LIFEGUARD STATION
1w DESIGNATED AREA
OF CONSTRUCTION PROPERTIES WITHIN 300 FEET
ACTIVITY OF PARCELS BEING CONSTRUCTED UPON
EXIST. 30" DIA OUTFACE ► ASSESSORS
n
L '
—STA 40 +09f, LEG "A" NUMBER OWNER ADDRESS
0'2 »E
_EC 261 - 161 -17 WATERFRONT PROP. c/o ROBERT IRISH 2526 HWY 101, CARDIFF, CA
261- 161 -20 CRESENT BEACH LTD 355 SANTA FE DR., ENCINITAS, CA 2
EXIST. 48" OUTFALL 261- 161 -21 SCOTT MONROE P.O. BOX 1160, JULIAN, CA
261 - 162 -09 STATE OF CALIFORNIA
2p0 261- 162 -15 STATE OF CALIFORNIA
20 0 261- 171 -07 STATE OF CALIFORNIA, DEPT. OF PUBLIC WORKS
261-171-08 STATE OF CALIFORNIA, DEPT. OF PUBLIC WORKS
1 261- 172 -05 STATE OF CALIFORNIA, DEPT. OF PUBLIC WORKS
261-172-07 MILTON & DORTHEA SMITH 1745 RUBENSTEIN DR., CARDIFF, CA
261- 172 -08 SAN ELIJO LAGOON FOUNDATION, c/o E.LODGE 2111 PALOMAR AIRPORT RD., CARLSBAD, CA
— APPROX. STA 80 +00 261- 172 -09 SAN ELIJO LAGOON FOUNDATION, c/o E.LODGE 2111 PALOMAR AIRPORT RD., CARLSBAD,
CA
262- 172 -10 SAN ELIJO LAGOON FOUNDATION, c/o E.LODGE 2111 PALOMAR AIRPORT RD., CARLSBAD, CA
261- 181 -07 STATE OF CALIFORNIA
261- 181 -08 STATE OF CALIFORNIA
261- 182 -03 STATE OF CALIFORNIA, DEPT. OF PUBLIC WORKS
261- 182 -04 SAN ELIJO LAGOON FOUNDATION, c/o E.LODGE 2111 PALOMAR AIRPORT RD., CARLSBAD, CA
261- 182 -05 SAN ELIJO LAGOON FOUNDATION, c/o E.LODGE 2111 PALOMAR AIRPORT RD., CARLSBAD, CA
262- 190 -49 SAN ELIJO LAGOON FOUNDATION, c/o E.LODGE 2111 PALOMAR AIRPORT RD., CARLSBAD, CA
261- 190 -51 MILTON & DORTHEA SMITH 1745 RUBENSTEIN DR., CARDIFF, CA
261- 190 -55 CRESENT BEACH LTD 355 SANTA FE DR., ENCINITAS, CA
261- 190 -56 CRESENT BEACH LTD 355 SANTA FE DR., ENCINITAS, CA
261- 190 -57 SCOTT MONROE P.O. BOX 1160, JULIAN, CA
263- 011 -01 STATE OF CALIFORNIA
263- 011 -02 STATE OF CALIFORNIA
90% SUBMITTAL, R EV. 1
AREA PLAN
A N
DESIGNED SUBMITTED DATE FILE DRAWING
SAN ELI JO JPA AND SAN ELIJO OCEAN NUMBER C1
APPROVED
_ CHECKED A TE DATE
CONSULTING ENGINEERS CHECKED APPROVED DATE CITY OF ESC 0 N D I D 0 O UTFALL TFALL IMPROVEMENTS sHE 2
of 15
A B C D E F G H
,
ry c . _... _. -.. — . v, v . _ . ._ _ . r u Yvti�.. dNa.mYF � Yr . . �'1p •
'd. -.vw
A B C D E F G H
REVISIONS
0 0 ZONE REV DESCRIPTION DATE AM
to co
It N 308,3 79.687 qdl
E 1,684,782.164 `°
' SPIKE IN HWY SHOULDER W
(APPROX. CL OF OUTFALL) 0
0
N 308,420.320
m
5 E 1,684,755.026 (D 5
4 w
ANGLE PT. OF HWY R/W Z
LINE z
Y N 1
STA 0 +00, LEG "B ", N308,372t z
N N 308,392.286
0 p BLACK STRIPE E 1,684,742E
� `' o E 1,684,851.832
2" WIDE a o SPIKE IN E. HWY CURB
-' N 308,370.61
:t " E 1,684,732.49 0 (APPROX. � OF OUTFALL)
SCALE: 1 = 40 -'
PT. OF CONNECTION OF EXIST. EXIST. 15' WIDE
ACP LAND OUTFALL TO EXIST. SEWER EASEMENT
Q� kCP OCEAN OUTFALL (FORMER
STA 0 +00)
POST(S) METHOD OF FASTENING, SIZE
MATERIAL, HEIGHT AND METHOD AND EXIST. 20' WIDE
DEPTH OF BURIAL OF POST(S) TO BE EASEMENT _ !
DETERMINED BY CONTRACTOR. 30'
4 CONTRA TO MAINTAIN TARGETS N 308400 4
THROUGH DURATION OF CONSTRUCTION.
!
EXIST. 30" DIA. ACP
A � EXIST. 30' WIDE
DETAIL C2 SEWER EASEMENT !
_ HWY N 306,317.770
NO SCALE ! ! ' " REC) ! !` r EASEMENT E 1,684,863.208
! S 7g•33 W�— ` r BENCH MARK EL.13.41
PK NAIL IN BERM
co t
! !
1 1
! ! ! r N S T A O +OQ L EG
r ! ti o` o STA 2 +51E, LEG "B"
cp
1 N
� N rn p N 308,1
— - --
b` 1+ � E 1 684,
10� 826.841
� {� W
^ " ` ;o r
OLD Sfl_2 -A SP IN E . HWY
NEW 48 DIA. RCP. SEE �-
us EXIST. 30' WIDE — n 1 (PT. OF OUTFALL 3
` V NOTES: , DWG. C6 FOR PROFILE v ; m X
o ` SEWER EASEMENT cJti ` .. , EXTENSION PROJECTION)
1. COORDINATES, BEARINGS, AND DISTANCES
s` ARE BASED ON CALIFORNIA LAMBERT ` ` o t N 3oa2co
COORDINATE SYSTEM. Ln r °= ac
2. CONTRACTOR TO ESTABLISH APPROXIMATE �
, $ r
ALIGNMENT OF EXIST. 30" DIA. OUTFALL. ` rm EXIST. 30 DIA. RCP I
CONTRACTOR SHALL INSTALL TWO ALIGNMENT I `•'' ^' N ` 1
TARGETS. SEE DET. A /C2. MAINTENANCE OF 1 'Cl _
TARGETS IS CONTRACTOR'S RESPONSIBILITY. ` ` NEW 48" DIA. RCP, SEE NEW 30' WIDE SEWER �° b
3. CONTRACTOR SHALL FIELD VERIFY COORDINATES ` DWG'S. C4 AND C5 ` EASEMENT
• STA 0 +00 LEG "B ", ESTABLISH COORDINATES FOR PROFILE
• THE POINT OF CONNECTION TO THE EXIST. , ` ✓ \ rn °-'
TEE 0 STA 40 +09E LEG "A ", ANG THE NEW r ` , ` 15 TYP.
TEE 0 STA 0 +00 LEG W. THE CONTRACTOR 00 *' 0
Ln
SHALL DETERMINE AND CONSTRUCT THE EXACT ' , 1 , ► A� S 79'3315 W \ \ o
LENGTH OF PIPELINE REQUIRED. w
40 9 204 5, 0 \ te a
2
— EXIST. 30' WIDE SEWER ® N \\
! ! r r ! ! ! ! ! EASEMENT, TYP. °� \ N 30 00
C z \
RE
- 3'15 "�?� ! ! STA 40 +0 LEG "A" 1 0 \
r!!!!! SEE NOTE 3 \
EXIST. 48" DIA. RCP ° \
y ! ! EXIST. 30' WIDE
' SEWER EASEMENT \
N 307,942. \
APPROX. STA 80 +00, LEG "A" E 1,684,850.519 \
ANGLE PT. OF HWY R/W LINE
FORMER 4 7 X4" CONC. MONUMENT N 306,280 1
HWY STA 301+01.72-A E 1,686,396.423 \
SE -1 CONC. MONUMENT
AND STD. S.D. COUNTY
BRASS DISK
90% SUBMITTAL, REV. 1
DESIGNED SUBNJTEO DATE FU DRAWING
CHECKED APPROVED DATE DATE SAN ELIJO JPA AND SAN ELIJO OCEAN SURVEY CONTROL PLAN "� uBER
C2
CITY OF ESCONDIDO OUTFALL IMPROVEMENTS
CONSULTING ENGINEERS C HECKED APPROVED DATE SHEET 3 OF 15
A B C D E F G H
c
A B C D E IF G H
REVISIONS
O O ZONE REV DESCRIPTION DATE AM '
cc
O O
m cc
{G U)
W 61
WEST HWY R /�AI LINE EAST HWY R/W LINE o
• I 00
5 � 5
SPIKE IN SHOULDER I 4 _may
OUTFALL
STA 0 +00, LEG "B" 1
> SPIKE IN HWY CURB
EXIST. STL. SHEET PILING ' OUTFAA _
TO BE REMOVED IF REQ'D. .
FOR CONSTRUCTION—
11 �
" r 4.6
EXIST. 20' WIDE 1 x jr 4.9
EASEMENT = r l
— — - -- > - N 308400
,
SCALE: 1" = 40' `° ° x �9
EXIST. 30" DIA. RCP - EXIST. 30" DIA. ACP
EXIST. 30 WIDE
EXIST. WYE AND BULKHEAD EASEMENT
STRUCTURES. _ ' RE EXIST. 15'
NO MODOFICATIONS — g 79' WC , I` \1 ''\1 6 EASEMENT WIDE
I 1s
CONSTRUCT 36" DIA BYPASS
AND TIE INTO EXIST. 30" DIA. �' \
\, 1 ' BENCH MARK
ACP. SEE DWG'S. C7 & C8- �� ��
1 1 K NAIL IN BERM
J 4.6 PR VIDE NEW HWY ROCK
1 1 1 N X s PROTECTION 15' EITHER SIDE
1 N 1 EXIST. 30' WIDE 1 NEW 48" DIA. RCP. SEE ; t i ' 1 OFI ELINE, SEE SECTION
1 o EASEMENT 1 N
X1 DWG. C6 FOR PROFILE > ' 8/C13
1 3
1 1 1 Ilo "z5
EXIST. 30 " DIA. RCP 1 1 f' 1 1 / N 308200
1 1 n
1 1 1 NEW 30 WIDE EASEMENT
NEW 48" DIA. RCP, SEE N I
1 1 D WG ' S.
C4 AND C5 FOR PROFILE 1 1
x
TERMINAL BULKHEAD STRUCTURE. 1 1 1 1 S jj9'3315 "W
AT COMPLETION OF CONSTRUCTION TIE INTO EXIST. 48 "X30" TEE. 1 1 LEG A 1 1
THE CONTRACTOR SHALL REMOVE SEE DWG'S. C10 AND C11 1 "'� 1 ` x 1 1'
END GATE TO ALLOW THE OUTFALL
TO BE FLUSHED. AT THE END OF 1
THE FLUSHING PERIOD THE END 1 �' "
GATE SHALL BE REPLACED. SEE 1 STA 0 +00, LEG A
SPECIFICATIONS J ' ' STA 2+51±, LEG B , x
EXIST. 30' WIDE --- - - -_ -- ® -- 1 'I I �- __1 - - -- N 308000
EASEMENT, TYP.
'15 "W�
S 7g 33� _ STA 40 +09t, LEG A R .
r / EXIST. 48" DIA. RCP CONSTRUCT NEW TEE
EXIST. 30 WIDE
STRUCTURE, SEE DWG. C9
EASEMENT
• X a6 '.
APPROX. STA 80 +00 EXIST. CHAIN LINK FENCE TO
1 LEG "A" BE REPLACED OR REPAIRED
IF REMOVED OR DAMAGED Js9
DURING CONSTRUCTION
1 m
907 SUBMITTAL, REV. 1
- = DRAWING
SAN _ DESIGNED SUBURTED fl� SAN ELIJO JPA AND SAN ELI�O OCEAN C3
SITE PLAN NUMBER
CHECKED APPROVED DATE DATE
- CITY OF ESCONDIDO OUTFALL IMPROVEMENTS
CONSULTING ENGINEER 4 of 15
S SHEET
CHECKED APPROVED DATE
A B C D E IF G H
,
A B C D E F G H
REVISIONS
ZONE REV DESCRIPTION DATE APVD
__ _ __ - -- -- - _ - -- - - -- - - --
5
i
.1
,
Y
,
-, ' p
F-
Q �.
(n -30
_ ___ -- w ,,) ORIGINAL
- w a a __.._.. . _ _ GRADE
__�___.� __.__ �.___ __ -__ -_ . _.__ . m .:_ __ _ _ __.__..___ _ __._._ __
40 F N ca cn _.. - -40
SLOPE OF
4 _ NATURAL GRADE 50 4
-50 SLOPE 0.50% _
-60 ._ �.� ^_ -60
__...._ _
s
70 -70
-80 -BO
40 +00 35 +00 30 +00 25 +00 20 +00
CONTRACTOR SHALL VERIFY
3 ELEVATION OF EXIST. TEE
INVERT
LEG "A" NOTE: OCEAN BOTTOM PROFILE IS FROM GEOPHYSICAL
SCALE: 1" = 100' HORIZONTAL SURVEY CONDUCTED OCT. /NOV. 1990 AND IS '
SCALE: 1" = 10' VERTICAL SUBJECT TO SEASONAL VARIATION.
Lo
1
U
- EXIST. 30' WIDE (�
SEWER EASEMENT 3
S 79'33'15 "W(REC) p
— — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W
Li
2 EXIST. 48" DIA. v A
OCEAN DUVALL w " v 2
__ 7 -tir
EXIST. 30 DIA.
� I Z
OCEAN OUTFALL
w
o EXIST. 30' WIDE in =
EXIST. 30' WIDE NI I SEWER EASEMENT -- (�
SEWER EASEMENT - -t- EXIST. 30 WIDE
SEWER EASEMENT °I I Q
S79'33 15 (REC 5 79 5 W J
" " i
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
O
40 +00 35 +00 30 +00 25 +00 +
O
TIE TO EXIST. TEE, o o N
SEE DWG'S. C10 & C11 I NEW 48" DIA. OCEAN , Q
OUTFALL EXTENSION NEW 30' WIDE ( j
SEWER EASEMENT
1 �
90% SUBMITTAL, REV.1
DESIGNED SUBMITTED DATE FILE » ff
=- = SAN ELI JO JPA AND SAN ELIJO OCEAN STA 20 +00 TO 40 +00, LEG A N Ma's C
CHECKED APPROVED DATE DATE
CONSULTING ENGINEERS CHECKED APPROVED DATE CITY OF ESCONDIDO OUTFALL IMPROVEMENTS PLAN AND PROFILE SHEET
6 OF 15
A B C D tT E I IF G H
A B C D E F G H
REVISIONS 1
. .. ZONE REV DESCRIPTION DATE APVD < ' I
y 5 5
<
_
t
.__. _.. __ _ _._._ _____ _.._ __.__.... _ __ _ _.__ __ _ _ _____ _ _ _- __ -- _ _ --
- - -__ _ _.. __ __ y _______._.a__ _ _. __ti _. ____.- . _._____ _.___. ___ _ _ �_ ._. - __ __ ___.___ __ -_ -___ _
.__.. __ _____. ___.
10 _ _ �; . __ __ _ 10
_._...__
,
_.._
MSL o
p_...._._- _. -- _ -- .__ _..:.._. -._ ._..._ . _... _.... _ - _ _ - 0
MLLW '
w
a
- a
-
0
-w
+ _ ...
- W w
o
- _� _ __ _.__ -
__ ....._ . _. _. _. _ ___ _ _
20
F
a ORIGINAL
Q I- GRADE 15% sp
SC OPE 2 '
-30 «_. _...___. _ ....__. _ _ _ . a. _. __ __ . -30
:._..__._..._.. _ ._..
♦
r
-4p _ _ -_ _ _ . __.. ..... _ .._.: J -40
"DIA. RCP
_._ . SLOPE 0.5 °
oq 48
_.__ . _.. __ . _ ._ .. _ ... ,__ ......_
_ _ -50
-50
70+ 0, 15 +0 10 +00 5 +00 0+00
3 �s s�. 3
��
} NOTE: OCEAN BOTTOM PROFILE IS FROM GEOPHYSICAL
SURVEY CONDUCTED OCT. /NOV. 1990 AND IS _
SUBJECT TO SEASONAL VARIATION.
LEG '' A )' STA 0 +00, LEG "B"
SCALE: 1" = 100' HORIZONTAL TIE IN TO EXIST. LAND
SCALE: 1" = 10' VERTICAL OUTFALL, SEE DWG'S. C7 do C8
.� NEW 48" DIA. OCEAN OUTFALL
U EXTENSION LEG "B ", SEE DWG.
C6 FOR PROFILE -
U EXIST. 30' WIDE EXIST. 30" DIA.
SEWER EASEMENT OCEAN OUTFALL EXIST. 15' WIDE
2 O _ _ — — S 79'33'15 "W(REC) SEWER EASEMENT 2 _jL
ui
) i w
U
EXIST. 20' WIDE I I EXIST. 30" DIA.
z SEWER EASEMENT- w I o LAND OUTFALL
J r WIDE
_ SEWER EASEMENT I
F-
I - 3
U II
I o
-- --- - - - - -- ----- - - - - -- — -- S 7933'15 W -- -- - - - - -- --- - ----)
O — — — — — — — — — — — — — — — — — — — — — — — — — V + 15 +00 10 +00
5 +00
O EXIST. 30' WIDE 0 N SEWER EASEMENT i' i Q STA 0 +00, LE
1 F_ NEW 48" DIA. OCEAN OUTFALL STA 2 +51t, LEG "B" 0 0 1
N "A EXTENSION LEG
• NEW TEE STRUCTURE
AND STUB OUT, SEE
DWG. C9
90% SUBMITTAL, REV. 1
s DESIGNED SUBMITTED DATE FILE SAN E L I J 0 J P A AND NUMBER A
- CHECKED APPROVED DATE DATE
SAN ELIJO OCEAN STA 0 +00 TO STA 20 +00 LEG A C5
CONSULTING ENGINEERS CHECKED APPROVED DATA CITY OF ESC 0 N D I D 0 0 U TFA LL IMPROVEMENTS PLAN AND P R O F
I L E
SHEET 5 OF 15
A B C D E F G H {
,
A B C D E F G H
REVISIONS
- - ZONE REV DESCRIPTION DATE APVD
--�-_- __....._._.....___�___ _...... ..._..__ ..,_...._,...._...._.._ ..... ............. _.............._..._._..... ....._.. .- _..._.._._......___.......
_....._.._.._........__..._.. .. __........ .._...,_._._._......_ .._._...._.. .......__...,...... .._......._ .._._-_____......._._.__.__ -._. __._._.__.._.-._ ....._._.._..._._.._
_.._._._._. ...._.__....... ....._....._- .._...._..... -.._. ..._..._ .._.__...........__......._..._ ............... .. ... .._. ......_..... _
5 _. _ ..__.... -- - __ _.. -
3
_ - ORIGINAL . _.._._........ _. ...... .. _.. ... .._ .... ...... _ __ ... -._.- ......._ ...
_.... ...... _ ._..._....... - -- _.. _._ _
to
GRADE
D
e..
Q
_ .. ------ _ .... - .... .... .._._ . _...
,
....._.... ._......_ .
..__..._... _. .._. _ . ........ .. ..
_.._.. .___ .. ... ...__...:_. __...... _.... .___........... . .....: _ _... ...... ___ .. _.__.... .... ...___. ...._.. _. .....
.. _ ..
_ �..
. .. _...._. _....._..... ._... ........
-10 48 DIA. RCP _ -10
SLOPE 1.869
. '-� p , _ 1, . _ - • \! _ _... _ _ .. __ _.
_. _
4 20 �� -20 4
s _ _. _.._.._ _ . _. '� _
- 30:.......
-30
0 +00 0 +50 1 +00 1 +50 .2 +00 2 +50
LEG „B„
SCALE: 1" = 10' HORIZONTAL
SCALE: 1" = 10' VERTICAL NOTE: BEACH SURFACE ELEVATION SHOWN
IS FROM AERIAL SURVEY CONDUCTED
OCT. 1990 AND IS SUBJECT TO
SEASONAL VARIATION.
3 3
EXIST. 30" DIA. ACP
LAND OUTFALL
HWY 101 R/W LINE
f ----------------------------------------------------------------------- - - - --a I
STA 0 +00, LEG "B" STA 0 +00, LEG "A"
I STA 2+51± LEG "B"
L ..
- S 10 6 26'45 "
�•' I ����" � .'•' • °' I 0 +50 1 +00 1 +50 2 +00
I
--------------------------- - - - - -- -- - - - - -- ------------------------ - - - - -- I
l
NEW TEE SEE DWG. C9
STRUCTURE, I I
I I --
NEW ELBOW STRUCTURE, NEW 48" DIA. RCP NEW 30' WIDE SEWER EASEMENT I I
SEE DWG. C8 OCEAN OUTFALL
I NEW 48" DIA. RCP I c j
OCEAN OUTFALL
EXIST. 30" DIA RCP
OCEAN OUTFALL
I
EXIST. 20' WIDE
SEWER EASEMENT
1
90% SUBMITTAL, REV. 1
DESIGNED SUBMITTED DATE FILE SAN E L I J 0 J P A AND LEG "B" DRAWING
CHECKED APPROVED DATE DATE SAN ELIJO OCEAN STA o+ o o T o 2+ 5 f NUMBER C6
CONSULTING ENGINEERS CHECKED APPROVED DATE
CITY OF ESCONDIDO OUTFALL IMPROVEMENTS PLAN AND PROFILE
SHEET 7 OF 15
A B C D E F G H
' rA
S
L �
A B C D E F G H
REVISIONS
ZONE REV DESCRIPTION DATE APVD
5 5
36" DIA. STL. 36 "X24" REDUCING
BYPASS PIPE ELBOW, TYP. OF 2
24" TAPPING GATE . "
EXIST. 30 DIA ACP,
VALVE, TYP. OF 2 TYP. ONSHORE
4 -- -- -- 4
ir
li
T 11 fi
-
LL
f -
REMOVE EXIST. ACP
vi JOINTS AND COUPLINGS
N } REMOVE EXIST. 50" DIA
HOT TAPPING SLEEVE, ao o w iz = STEEL CASING AS REQ'D.
TO EXPOSE PIPE FOR HOT
o � i En
TYP. OF 2 0 _j oI< o f TAPPING SLEEVE
m w
EXIST. 30" DiA RCP. v ¢ v ° w
TYP. OFFSHORE
3
LINE STOPPING SLEEVE,
' TAPPING VALVE NOT SHOWN _ EXIST. R CP W /50 FT_ EXIST. CLASS EXIST. C LASS 1 ACP _
FOR CLARITY, TYP. OF 2 INTERNAL PRESSURE 150 ACP
RATING
NOTES:
1. CONTRACTOR SHALL VERIFY THE OUTSIDE AND INSIDE
BYPASS PLAN p OF ALL APPURTENANCESINE PRIOR TO FABRICATION
STA 0 +00, LEG »»
B 2. CONTRACTOR SHALL PLUG EXISTING 30" DIA. PIPE WITH
SCALE: 1/4" = 1' -0" A MECHANICAL PRESSURE TYPE PLUG.
3. CONTRACTOR SHALL PROVIDE ALL SUPPORTS NECESSARY
TO SUPPORT THE WEIGHT OF THE TAPPING MACHINE SO
THAT AT NO TIME IS THE WEIGHT OF THE MACHINE
2 SUPPORTED BY THE PIPE. 2
4. CONTRACTOR SHALL RESTRAIN THE EXIST. PIPELINE TO
PREVENT SEPARATION OF THE JOINTS DURING BYPASSING.
CONTRACTOR SHALL SUBMIT DRAWINGS AND CALCULATIONS
FOR METHOD OF RESTRAINT TO THE ENGINEER FOR APPROVAL.
90% SUBMITTAL, REV. 1
DESIGNED SUBMITTED GATE FIB SAN ELIJO JPA AND SAN ELIJO OCEAN STA 0 +00, LEG "B" NUMBER
DRAWING C7
- - CHECKED APPROVED DATE DATE ..
CONSULTING ENGINEERS CHECKED APPROVED DATE CITY OF ESCONDIDO OUTFALL IMPROVEMENTS PLAN
SHEET 8 OF 15
A B C D E F G H
v
A B C D E IF G H
REVISIONS
- ZONE REV DESCRIPTION DATE APVD
STL. SHEET PILING TO
REMAIN IN PLACE
C CONC. BACKFILL "
STA D +DO, L E G B"
5 5
CONCRETE ELBOW
HOT TAPPING SLEEVE PLUG EXIST. RCP W /CONC. PLUG D . ° • STRUCTURE, SEE DET. B /C8 NOTE:
W/ BLIND FLANGE, SEE DET. Q /C12. PROVIDE TEST ° 1. REMOVE 36" DIA. BYPASS, PIPE PLUGS
TYP. OF 2 TUBE PER DET. P /C12 n °'- a STL. FLEX. CPLG., DRESSER AND TAPPING VALVES AND INSTALL
°. STYLE 38 OR EQUAL COMPLETION PLUGS AND BLIND FLANGES
EXI ST. OFFSHORE
30" DIA. RCP COMPACT SOIL TO 90%
RELATIVE COMPACTION -
4
00 o
POUR CONC. BACKFILL I- - - - --I .: LINE STOPPING SLEEVE EXIST. 50" DIA. STEEL
BETWEEN STRUCTURE W/ BLIND FLANGE, CASING UNDER HWY
AND PLUG r TYP. OF 2
NEW EXIST. ONSHORE 30" DIA. ACP
48 DIA. RCP
4' -0" LONG STL. SPOOL PIECE
O.D. TO MATCH EXIST. ACP O.D.
12' -0 "±i 4 -3"
-- .J SEE DET. S /C12
# U 0 12" O.C. TYP.
r 3
NEW PIPE PLAN 3
:.'.... , d �..:.. STA 0+00, LEG "B"
# BARS ® SCALE: 1/4" = 1' -0"
12" O.C., E.W. . •. -- I
n #5 BARS
12" O.C., E.W. 3/4 CHFER
3" CLR: - 3 3 " ro — - ON A CORNERSA TYP.-
TYP. / - w --
d.. w O
/ . I 1$ "TYP. �
Ii
0 0 #4 BARS s
Q • • = 4 #5 BARS ® °
// 12" O.C., E.W. " > #5 BARS ®
4- - #4 $ARS : �' u- 3 CLR.- - _. 12" O.C., E.W.
o' TYP. o
'2 1 -TYP. 18" i 2
C8 3" CLR.. TYP. - #4 BARS
#5 BARS ®
48 I. - - - -1 �
D.
12 O.C., E.W.
- - -�� - - -�•;
r I
#5 BARS
# U ® 12" O.C. 12" O.C., E.W.
4' - 3"
4' -3" MATCH O.D. OF NEW A; - - -- 11' -0"
NEW RCP SPIGOT.
11' -0" FORM TO BE PROVIDED
BY PIPE MFGR., TYP.
SECTION C$
ELBOW STRUCTURE SCALE: 3/$" = ,' -o" •
1 DETAIL e
SCALE: 3/8" = 1' -0"
90 SU BMITTAL, REV. 1
DESIGNED SUBMITTED DATE EIS SAN ELI JO JPA AND SAN ELIJO OCEAN STA 0 +00 . LEG "8
NUMBER C8
" N UMBER
CHECKED APPROVED DATE DATE
CHECKED APPROVED GATE CITY OF ESCONDIDO OUTFALL IMPROVEMENTS PLAN, SECTION AND DETAILS
CONSULTING ENGINEERS SHEET
90F15
A D C E I F G H
_ :a
A B C D E F G H
REVISIONS
. ZONE REV DESCRIPTION DATE APVD
5 5
STA 0 +00 LEG "A"
STA 2 +51, LEG "B"
NEW 48" DIA. RCP CONC. TEE STRUCTURE,
SEE DET. D /C9
NEW 48" DIA. RCP
24 FT LONG JOINT
-CONC. PLUG, SEE DET. 0/12
I
L-' F PROVIDE TEST TUBE AND
a REACTION TIES PER DET'S.
I a K /C12 AND P /C12
'
o �.: .:.: �. p (8) REACTION TIES ® 45'
i - - - -- SIM. TO DET. K /C12
STL SHEET PILING
MAX. TO REMAIN IN PLACE
TYP.
CONC. BACKFILL
NEW PIPE PLAN „
V
STA 0 +00 , LEG ,)A
n SCALE: 1/4” = 1' -0"
4'
# BARS ® 48 "i I .D.
12" O.C. E.W. I TYP.
PROVIDE 3/4" CHAMFER #5 BARS ® - - #4 BARS E.W.
#5 BARS ® ON ALL CORNERS, TYP. 12 .. O.C., E.W.
12" O. C. E.W.
3,. CLR. 18
3" C R,TYP... e'''. TYP. . TYP.
e . 3 " CLR.
- #4 BAR TYP. ®12 - 18 " - -- o o #5 BARS ® " # 5 „ BARS
2
2 ~ 5 I 12" O.C., E.W. -� 12 O.C., E.W.
o� 0
I 0 Q_ :r TYP. � .
o c - #4 U ® 12 O.C. o v W - - 3" CLR.
a
—,_!- - -- o m�
TYP.
- #4 BARS ® 12 "O.C. C) �" �_ -
� - 3:: w 0 °- #4 BARS E.W.
�pm
m Z�
.. .. #5 BARS
• : p:: °:!
12" O.C., E.W.
#5 BARS ® 4 ' -3"
12" O.C. E.W. C9 11' -0"
TEE STRUCTURE SECTION C9
1 DETAIL D SCALE: 3/8" = 1' -0"
e
SCALE: 3/8" = 1' -0"
909 SUBMITTAL, REV. 1
DESIGNED SUBMITTED DATE FlLE �� ��
=__ = SAN ELI JO JPA AND SAN ELIJO OCEAN STA o +oo, LEG A DRAWING
CHECKED APPROVED DATE DATE NUMBER
OUTFALL IMPROVEMENTS PLAN SECTION AND DETAIL
CITY OF ESCONDIDO
CONSULTING ENGINEERS CHECKED APPROVED DATE SHEET 10 OF 15
A B C D E F G H
4 :
f
. .. .'... .. .. .. '. . .. a..'.'...L;. rv ... .. .. .w. w.. .. . ._ _.._..._.
__._ -... .. .... ✓o .G: :. dA.. C•:b;n .. a n r
N.
A B C D E F G H
REVISIONS
ZONE REV DESCRIPTION DATE APVD
5
EXIST. 3/4" DIA. MONEL A.B.
_ W/HEAVY HEX NUT AND 2" DIA.
WASHER, TYP. OF 4.
EXIST. 3 „ X3 " X3/8 " THK. REMOVE A.B. FLUSH TO TOP
�
MONEL BOX BEAM, TYP. OF BULKHEAD, TYP.
--------------------- i j }' L- --- ,, �j ---- 1
I ” 7/8 " X 14 THD MONEL I i
REACTION TIE, TYP.
i I
4 0,
i I I EXIST. 30" RCP
I EXIST. 30" DIA. - ------- -- `------ - - - - -- i
RCP PIPE
EXIST. 1" DIA. MONEL
! ! REACTION TIES. TYP. !
1 EXIST.. REACTIO EXIST. EXIST. BULKHEAD W /REACTION
-- TIE TIE ASSEMBLY
REMOVE EXIST. 30" DIA. `: SP GOO REAC
L
PIPE SEGMENT SECTION C10 TIES TO MATCH EXIST.
CAP SCALE: 3/8" = 1' -D" I 30 "RCP. SEE DET. M /C12
EXIST. BULKHEAD W
/ FOR EXIST. REACTION TIE.
TO BE REMOVED
DETAIL TAKEN FROM AS
BUILT DRAWINGS.
I _
3
two
r
EXIST. BULKHEAD GATE
i TO BE REMOVED
EXIST. 48 "X48 "X30" EXIST. MONEL BOLTED
RCP TEE REACTION TIE ASSEMBLY NEW THRUST ASSEMBLY
- - =, - TO BE REMOVED _ NEW CONC. SLOT
EXIST. 48" +! COVER
DIA. RCP `o , I �� EXIST. 48" RCP , I NEW 48" RCP
N _
i
f
i
` fJJ , I I i t
2 -- I IJ I }- f 1 i 1 I , 1 I I
3 -- II --- - - - - -- - - - - - -- ---- - - - - -- I L 2
Clo
i
I
--- --- -- - --- _ EXIST. CONC. PLUG ° ' - - ° TIE DOWN ASSEMBLY,
TO BE REMOVED C11 SEE DFT. F /C11
EX I ST. REINFORCED
CONC. THRUST BLOCK EXIST. CONC.
THRUST BLOCK C11
DEMOLITION PLAN NEW PIPE PLAN
STA 40 +00 LEG "A" STA 40 +00 LEG "A"
.SCALE: 1/4" = 1' -0" �
SCALE: 1/4" = V -0"
� 1 1
90% SUBMITTAL, REV. 1
DESIGNED SUBMITTED DATE FiLE SAN ELIJO JPA AND SAN ELIJO OCEAN STA 40 +00, LEG "A" NUMB
CHECKED APPROVED DATE DATE NUMBER C1O
CITY OF ESCON DI DO
CONSULT4NG ENGINEERS CHECKED APPROVED DATE OUTFACE IMPROVEMENTS PLANS AND SECTION
SHEET 11 OF 15
A B C D E F G H
v
k
A B C D E F G H .w
REVISIONS
ZONE REV DESCRIPTION DATE APVD
#18 ZINC ANODE W /MONEL TWO NUTS 1/2" DIA. MONEL STUD,
AND TWO WASHERS, TYP. OF 8
3/4" CHAMFER 7
MONEL ROD, TYP. OF 4 ON ALL CORNERS, 2'- 9 -1/2" _10_5 8 , 6 2 SFF DFT. F /C11 6'
-8"
5 1 -1/2" DIA. THREADED " 1" DIA. LIFTING EYE -10 " 5
TYP. TYP. OF 2, SEE DET. G /C11 r 2 m CLR.
EXIST. THRUST BLOCK I TYP. I MIN.TYP.
EXIST. 48 "X30" TEE NEW SLOT COVER
NEW 30" CONC. PLUG S °
_ 2" THK. NEOPRENE
SEE DET. J /Cll FOR ,, `.' a• :' ' GASKET
THE END OF THRUST :`a:.•. to #6 ®8r6'
# 08"
a . SEE DET. H /C11 FOR
ASSEMBLY I f a a;•: �
!/ THE END OF THRUST 2" yp, 1 - #4 1' -8" RADIUS
i .. ... ASSEMBLY - - - 2 - #4 n
EXIST. GRADE I •4., I 2" NEOPRENE _
6" ' -1" 2' 9" 2' -2"
L4 _ . •' U�17 TYP.' TYP. GASKET STR C U RE 7 -7 KHEAD 8
- _ - - L EXIST. 48" RCP
4 � 1' -0' 2' -4 -5/16'
_ 4
THRUST :ASSEMBLY tIn
SE CTI O N C10 i EXIST. BULKHEAD i 6 -1 2"
SCALE: 3/8" = 1' -0" STRUCTURE
I i I
1f I z =/ 2z�T"
WELDED CROSSBAR ASSEMBLY NEW CONC. PLUG 2' TAPER, TYP.
_ _ i _ - 1
FABRICATED W/1
MONEL BARS, TYP. EXIST. TEE
NEW SLOT COVER
3 0 _ _ o _ _ NEW SLOT COVER SECTION 5
4 c10
SECTION 3 e
C10 SCALE: 3/8" = 1' -0"
SCALE: 3/8" = 1' -0"
1/2" THREADED
- - - - ZINC GUARD ANODE MONEL STUD-
- -�
SIZE M (2 -1 /2 "X4 -1 /2 "X11 /16 ") ►�
DRIVEN ONTO 1/2" THREADED
MONEL STUD W /MONEL NUT 18# ZINC ANODE W/ MONEL
THRUST ASSEMBLY AND WASHER NUTS AND WASHERS, 2 PER J J
ASSEMBLY
DETAIL c1,
SCALE: 3/8" = 1' -0" =J L= ` \ -(2) 1 "X2- 1/4 "X1O8" LONG
MONEL " TYP. OF 2
BARS W/8 - 1/2 "x STUD DETAIL
1 -1 /2 cF
2
NO SCALE 2
- EXIST. THRUST BLOCK
I I 1 -1 /2" MONEL ROD THREADED
BOTH ENDS. TIGHTEN NUTS TO
0 _ _ 0 _ _ 25 Ft -LBS. ALL METAL PARTS 6"
OF TIEDOWN ASSEMBLY SHALL -1" DIA. MONEL
BE CERTIFIED MONEL, TYP. OF 4 LIFTING EYE
+ _ _ _ _ - -(2) 1 "X2 -1/4 "X108" LONG
MONEL BARS W/8 -1/2 "X
rn
1 -1/2" SPACERS, TYP. OF 2 : • a .' I 1 .. I I .. •• _ „`+
E 7 d .
1"X2 -1/4" MONEL BAR TIE DOWN ASSEMBLY L8"
TYP. OF 2
THRUST ASSEMBLY
DETAIL LIFTING EYE 1
SCALE: 3/e~ = 1' -0"
D E TA I L DETAIL c11
• C11 e
SCALE: 3/8" = 1' -0" NO SCALE
90% SU BMITTAL, REV. 1
DESIGNED SUBMITTED DATE FILE ff f
Ll f
SAN ELI JO JPA AND SAN ELIJO OCEAN STA 40 +00, LEG A DRAWING C11
CHECKED
APPROVED DATE DATE NUMBER
CONSULTING ENGINEERS CHECKED APPROVED DATE CITY OF E S C O N D I D O OUTFACE IMPROVEMENTS SECTIONS AND DETAILS
SHEET 12 OF 15
A B C D' E F G H
A B C D E F G H 1 1
REVISIONS
DIA. MONEL ROD ZONE REV DESCRIPTION RITE APYO
TAPPED FOR 7/8" DIA. BOLT.
ROD TO BE COATED WITH
PLASTIC TO PREVENT CONTACT Typ• 3/4"
WITH REINFORCING STEEL
12" 9" 3" 2 " 2 " 4" 2"
-1 2" 7/8" DIA. MONEL BOLT I " EYE " BO T MONEL J / HOOKA NUT AND
t,
5 2 AND WASHER, TYP. 2 PLC'S. Bi WASHER 5
2m MONEL PLATE
2 -3/4" ..
a . " Q . :.:. :�?' NOTE:
IdC 4 -1 2"
a. .. '•:aa a'd• ...d / TYP. 2 PLC S. :: a :. as .' . . a.d•, -. _ . ' . USE THE SAME
DIMENSIONS AND
•a. a. :a. SPECIFICATIONS AS REACTION TIE
1/2 1 DIA. HOLE.
: DET. K /C12
INSIDE DIA. 4' -1/2" 1 -1/2" DIA. MONEL ROD INSIDE DIA.
TAPPED FOR 7/8 DIA. BOLT. INSIDE DIA.
PROVIDE EIGHT REACTION TIES ROD TO BE COATED WITH
PLASTIC TO PREVENT
PER JOINT ® 45' AROUND PIPE WITH REINFORCING STE ONTACT ALTERNATE REACTION TIE
4 DETAIL 2 4
NEW REACTION TIE
e
r NO SCALE
DETAIL 2
NO SCALE
NOTE:
REACTION TIES LOCATED AT 15"
12, 3 AND 9 O'CLOCK PER JOINT. DOUBLE NEOPRENE SEPARATE BELL CAGE TO
TIE LOCATED AT 6 O IF 2 -1 2" 3" PIPE BELL GASKETS 1" DIA. 8- 3/16" BELL_ BE PLACED IN
A DISTANCE
ORIGINALLY JONED ABOVE WATER 3/4" DIA. MONEL NEOPRENE GASKETS DEPTH OF 13"
PER AS BUILT DWG'S. BOLTS AND WASHERS 3/8 " STD MONEL TUBE
SCH. 40 W /MONEL CAP BELL CAGE TO REINF.
/-- - --- -. /- A . -. • :. (SET ON PIPE CROWN) CAGE TIE 1 -1 /4" THDR.PPLUG
QG - I
..: -
BELL-- of 30' 1/2 PVC
3 d d - -. O.D. 1' -1 /211-31/32" COUPLING
CLR. a. 3
a.:• aa . Q.a • n'a °. ; .'Q 1' -1/2" CLR.
4 - -.�� - - - -- - - -- -- - -� - -� -- -- - -- - -� -- .C.
WALL a • �— - — -
INSIDE DIA. SPIGOT a a' a' 1' -1/2" CLR.
/ NOTE: BASED 0 S BUILT
1 -1 4" DIA. MONEL ROD N A NOTE: BASED ON AS BUILT
TAPPED FOR 3/4" DIA BOLT DRAWINGS. DRAWINGS. I.D. 1 - 1/4 3- 25/32" 2 -1/2 "R
1' -1 /2" CLR. TYP. TYP.
EXIST. 30" DIA. CONC. PIPE REACTION TIE EXIST. 30" AND 48" DIA. CONC. PIPE JOINT OUTER CIRC.
CAGE 3/8" SCH.
INNER CIRC. CAGE PVC TEST TUBE
N
DETAIL
DETAIL cM �
NO SCALE N SCALE TYPICAL NEW PIPE J O I N T
CIRCULAR REINF. CAGE DETAIL CP2
W / #4 BARS ® 4 "O.C. --
DOUBLE NEOPRENE GASKETS
NO SCALE 2
2 3" CLR. ... 3" CLR.
• - �-- 3" CLR. �0 24' PIPE SECTION GROOVE FOR DOUBLE
TYP. w �+ a NEOPRENE GASKETS 3/8" DIA. STL. TEST TUBE
n 4 SPIGOT END PLUG P SIM. TO NEW CONC. W/INTERNALLY THREADED
a , . LOADING BLOCK JOINT DET. P /C12 - CPLG. AT TEST END
BELL END °
LL_ iww 0 ° a a' 60'
c� "
0 0 m w as r 1 " - CEMENT MORTAR COATING
PLUG � 0 w CIRCULAR REINF. CAGE 2
I 1
a a . - - CIRCULAR 9 'a 2 0 a W / #4 BARS ® 4 "O.C• i 12 ", TYP. -{
- ' •. a -. ..a REINF. CAGE � �w z I-- — - j
a•� :. W / #4 BARS m vii — - - -- -- - - -- - -- -- - -- -- - 1/4" MIN.
.a
i
0 4 "0.C. � 0 ¢ a a a t LL-
• • • • • • • CRADLE. TYP. PIPE I.D.
24' PIPE SECTION FUSION BONDED EPDXY LI
3" CLR. 3" CLR. HALF 3/8" DIA. STL. TEST TUBE
NOTE: WELDED TO INSIDE OF PIPE
♦ 2 -6 2 ''P" SHALL BE EQUAL TO ONE HALF 1
NEW CONCRETE PLUG J01NT SHEAR TEST T WEIGHT OF T E' OCK LLAST S STEEL PIPE SPOOL PIECE
.DETAIL R P P SECTION. OVER LENGTH OF DETAIL c S
DETAIL NO SCALE
c12
NO SCALE
NO SCALE 90% SUBM ITTAL, REV. 1
CK
_ ED -
NUMBER
APPROVED DATE DATE
SAN ELIJO JPA AND SAN Eu�o OCE DETAILS C� 2
CHECKED
CONSULTING ENGINEERS CHECKED A PPRO V ED D ATE CITY O F E S C O N D I D O O U TFA LL IMPROVEMENTS S HEET 13 o f 1
A -B C D E F G H
�_ _.. _.- - - -----
A B C D E IF G H
REVISIONS
ZONE REV DESCRIPTION DATE Ai
ROCK GRADATIONS
rr PERCENT BY WEIGHT 3 TON ROCK 250 ROCK 4" ROCK GRAVEL
c LESS THAN (Ibs) ibs) (inches) (inches)
5
100 12,000 500 5 2
35 - 60 6,000 250 4 1-1/2
20 - 35 3,000 125 3-1/4 1-1/4
5 - 20 750 35 2 3/4 "
NATIVE BACKFILL 0 - 5 90 5 1 1/2 M ORI GRADE
TO ORIGINAL GRADE _ 3 TON ROCK
250# ROCK 2
'
(STA 22 +00 TO STA 40 +00)
. . . ' . . . ' ' '.
„ NATIVE BACKFILL
4 :, .. - '. MIN 4 ROCK TO ORIGINAL GRADE - 13' -6" MIN.
� �s�
��'� s•, �O �'t' 1 -1/2 NATIVE BACKFILL
Q �1 REMOVE SHEET
a �. � O O ORIGINAL GRADE PILING
2t -0" MIN. 8 o MIN.
F�
oo p o °So IN MIN. o° ° o goo 2 0"
I
Q Q _°�� - - -- .- - - - - -- °
NATURAL ANGLE -
OF REPOSE -- -
0 1' -0" MIN.
14-0 1 -1/2" GRAVEL BEDDING �v�--------- - - - - -- -71-1/2 --- - - - - --
MIN. GEOTEXTILE FABRIC
• MIRAFI 600X OR EQUAL NATURAL ANGLE GEOTEXTILE FABRIC " GRAVEL BEDDING
OF REPOSE MIRAFI 600X OR EQUAL
STATION 17 +00 TO 40 +00, LEG "A"
C,3 HWY ROCK PROTECTION
3 SCALE: 1/4" = 1' - 0"
r TYPICAL SECTION C13 3
ORIGINAL GRADE SCALE: 1/4" " = 1' -0"
ORIGINAL GRADE
ORIGINAL GRADE
NATIVE BACKFILL . ' REMOVE SHEET PILING - NATIVE BACKFILL
.
REMOVE SHEET PILING
REMOVE SHEET PILING
CUT OFF SHEET PILING NATIVE BACKFILL
1' -0" (MAX.) ABOVE 4" ROCK
TOP OF ROCK CUT OFF SHEET PILING
4" ROCK - 4" ROCK 1' -0" (MAX.) ABOVE
TOP OF ROCK
2 o o 0 2' -0" MIN. ° ° - REMOVE SHEET PILING o � 2' -0" MIN.
S 2 2' MIN. :o' a oo °°�o�° .. L
REMOVE SHEET PILING---- Sao Qa.
CONC. BACKFILL
�_�. > �� j ,' REMOVE SHEET PILING
0o I
erg° o 1 -1 I _ - % � I /2" GRAVEL
o I . o a •
_ a e
1 -1/2 GRAVEL ° _ 1 - o n CONIC. BACKFILL - „ °. ' 4 BACKFILL-- -- °OU :,�Q:: a e „
BEDDING - #MIN. 2 -0 ,; ' ° 1-1/2 GRAVEL „ 2 -0
MIN. 1 -0 MIN. Y / 1 -0 MIN. MIN.
_ _ as - - -- - -- - - - - -- BACKFILL �
- -- - -- - --
x s� o o 2' -0" MIN. o�i ° O 2' 0" MIN. �� SHEET M " DEPTH NECESSARY SS RY
°� ° DEPTH N
GEOTEX11LE FABRIC FOR STABILITY GEOTEXTILE FABRIC T T GEOTEXTILE FABRIC FOR STABILITY
MIRAFI 600X OR EQUAL. MIRAFI 600X OR EQUAL MIRAFI 600X OR EQUAL STATION 0 +00 LEG B
1 9 STATION 0 +00 TO 17 +00 LEG "A" ,� STATION 0 +00, _LEG A 1
��
C13 STATION 0+00 TO 2+51, LEG "B" C13
SCALE: 1/4 1' -0" C13 STATION 2+51, LEG "B"
=
SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0"
90% SUBMITTAL, REV. 1
DESIGNED SUBMITTED DA FIE SAN ELI JO JPA AND SAN ELIJO OCEAN DRWL NU M B ER C13
CHECKED APPROVED DATE DATE S E C TI O N S
:CONSULTING ENGINEERS CITY 0 F ESC 0 N D I D 0 CHECKED APPROVED DA OU TFALL IMPROVEMENTS
SHEET 14 OF 15
A B C D E F G H
_I- w -
.
A B C D E F G H
REVISIONS
. ZONE REV I DESCRIPTION DATE NND .
.vvvvvvvvvvvvvvvvv
v v v v v v v v v v v v v v v v v v v
AREA OF ROCK OUTCROP „ V V vvvvvvvvvvvvvvvvvv
. V V V V V v V V V V v V V V V v v v v v v v v v v v v v v v v
V v v v v v v v v v v v v v v v v v v v v v V v v V v v v v v v v v
5 vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv 5
v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v
V v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v
v
v vvvvvvvvvvvvvvvvvvvvvvvvvvvv APPROXIMATE
,r Vvvvvvvvv vvvvvvvvvvvvvvvvvv SHORELINE
'r vvvvvvvvvvvvvvvvvvvvvvv .
r r r vvvvvvvvvvvvvvvvvvvvv
r r r r vvvvvvvvvvvvvvvvv
� vvvvvvvvvvvvvv r r
r r r r r vvvvvvvvv r r
.' BORING B -1
rr rr rr rr rr rr r r rrr rr rr
rrr rr rr rr rr rr rr rr rr rr rr ell
r rr rr r r rr r r rr r r r r r
r r r r r r r r r r rr r r r r o + 00
r r r r r r r r r r r r r r rr r r r r r r r s�A
r r r r r r r r r r r r v�E 3 6S
r r r r r r r r r r r r 5 + °° 5
4 LINE OF EXIST OUTFALL
00 r r rr r f f r� r� rr . } — ST
4
r rr rr r�dA��
rr rr rr r r r r r r r r .
rr r rr rr r � r � r r rr rr � � S SA �`,
r� r rf rr r rr r� rr r� rr rr SNN 2
r rr r rr rrr rrr rrr r rr rrr rr rr Jr
rr rr r,� r re r r r rr SSA 30 +00
rr r rr rrr rrr r rr e rr rr r JET PROBE LOCATION, TYP. ;
r rr rrr rrr rr r f
r r
LINE OF NEW OUTFALL
3 O r�� ®�
S 0 200 400 600 3
V
SSA 40 +00 SCALE: 1" = 200'
NOTE
FOR BORING AND JET PROBE
Q LOGS SEE DWG. C15 AND C16 v v v
v v v v v'
vvvvvvv
v v v v v v v
v v v v v v V I�
v v v v v v v v
V vvvvv V V I�
v v v v v v v v v
vvvvvvvv
vvvvvvvvv
2 vvvvvvvvv 2
v v v v v v V V C
AREA OF ROCK OUTCROP v v v v vvvv v
vvvvvvvvv*
v v v v v v v v v v c
v v v v v v v v v v v
v v vvvvvvvvv v
v v v v v v v v v v v v v v
v v v v v v v v v v v v v v v
v v v v v v v v v v v v v v v v
v v v v v v v v v v v v v v v v v
" v v v v v v v v v v v v v v
n v v v v v v v v v v '�-
v v v v v
90% SUBMITTAL, REV. 1
DESIGNED SUBMITTED DATE FILE SAN ELI JO JP A AND SAN ELI,�O OCEAN - -
DRAWING
GEOPHYSICAL SURVEY PLAN
NU MBER 4
CHECKED APPROVED PATE DATE
CONSULTING ENGINEERS CHECKED APPROVED DATE CITY OF ESC 0 N D I D 0
O UTFALL TFALL I M P R 0 VE M E N TS SHEET 15 OF 15
A B C D E F G H
REVISIONS
ZONE REV DESCRIPTION DATE APVD
,
GEOTECHNICAL BORING LOG GEOTECHNICAL BORING LOG GEOTECHNICAL BORING LOG GEOTECHNICAL BORING LOG
Date July 26, 1990 Drill Hole No. B Sheet I of s Date July 26, 1990 Drill Hole No. B -1 Sheet 2 of 4 Date July
26, 1990 Drill Hole No. B -I Sheet 3 of i Date 1 Pt- Iggn Drill Hole No. A -I Sheet 4 of 4
Project HYA /San Elijo Project No. 889181 -0 Project HYA /San Elijo Project No. 8891814 -01 project HYA /San F'.iio
Project No. 8891814 -01 aroject wva gan Fliin Project NO. 8891614 -01
Drilling Co. A3W Type of Rig Rotary Mud Drilling Co. ASW Type of Rig Rotary Mud .rilling Co. AAW Type of Rig
Rotary Mud _: 1 ling Co. AAW Type of Rig Rotary Mud
Hole Diameter t6 in. Drive Weight 140 pounds Drop 30 1n. Hole Diameter 16 in. Drive Weight - 140 pounds Drop 30 in,
Hole Diameter •6 in Drive Weight 340 pounds Drop 30 in. Hole Diameter +r to Drive Weight 140 pounds Drop 30 in. Jet Probe
Loy,
5 Elevation Top of Hole •7' Ref. or Oatum Mean Sea Level Elevation Top of Hole 37' Ref. or Datum Mean Sea Level Elevation
Top of Hole _7' Ref. or Datum Mean Sea Level _ E)e•iation Top of Hole Ref. or Datum Mean Sea Level Date: 23 August 1990 5
„ a< „^ .. +• N^ Station: x5+09 Line 32S
GE07ECHNICAL DESCAI ➢liON u v o v N GEOTECHNICAL DESCRIPTION If u u o — i N v: G£OTECHNICAL DESCRIPTION
GEOTECHNICAL DESCRIPTION
y, Y �,
o° no 3 a m =:° ` w ` u ° u'-' DLL RF W °a °O �'+ ° 01 0`� ^c' L,u I ° a °O ' am o`� d
«,°, u` a ° m �3 '_' ° o .° -' o oo ,�^„ " Logged b Water Depth: not recorded due to swells
;^.w...y Logged by / w„ NJ =.- o n vi Logged by DLL i I - qJ =.- n o. _ Log b OLL u - -
^ vi 99 Y DLL
G '- ,••. V1 99 y o_ L .+ .- 4 m L ° c
a r m i � E o� Sampled by DL L /RFW � " a A m W rV s °O o o� Sampled by DLL " •' , `O a � E � 'o� Sampled
by OLL � a ;° o o �$ Sampled by OLL Invert Depth of
o H"' 6 w o '-' Ham' El. Penetration
0 SM UNDOCUMENTEU EILL: 3 SM 90 0 medium sand
LA 3 0 ' Co DEPOSITS: j 2 60 SM LAGOONAL DEPOSITS: 25 135 SM LAGOONAL DEPOSITS:
Orange - brown, moist, lease, slightly silty, 14 36 Contains no gravel or cobbles @ 60 awe as stove @ 90' Gray,
saturated, very dense, silty,
fine - grained sand; massive; friable; slightly I I� i fine to medium sand; micaceous; cobbles
with gravel
1 o micaceous I. t massive; occasional shell fragments
2 3
5 35 15 26 r 65 21 30 @ 65' Gray, saturated, medium dense to dense, 95 Sc @ 95' Becomes clayey, fine-
to medium
3 push SM LAGOONAL DEPOSIT: silty, fine sand; micaceous; massive; grained sand
ar gray to black, very moist to wet, very contains occasional rounded cobbles j
loose, slightly silty, fine- to medium- i, up to 3 inches in diameter
4 3 SM/ grained sand; massive; very friable
Sc @ 7' Encountered ground water 1
@ 8' Interbedded, fine, sandy and silty to ly @ 99' Grades back into silty, fine- to
30 10 fine sand
40 d medium - grained sand
5 1 clayey sand; layers approximately 3 @ 40' Gra saturated, dense to v dense, r 26 50 N Roc ver SM
to 4 inches thick 16 54 Y, Y 2 57 4 70' Decrease in fine cobbles
@ 10' Olack, wet, very loose, s'1 to clayey silty, fine to medium sand, micaceous; F
6 2 Mc Recovery sand; some gravel up to 1/4 -inch in massive m I y
diameter I Total Depth - 1:'I Feet Y
7 15 15
Re over SM @ 14' Light gray, saturated, medium dense, Ground Water Encountered at 7 Feet
' Scattered broken shells and ;ravel 10 Backfilled 6/26/90
15 4
silty, fine - grained sand; massive; 4 75 @ 74 17 50 N Rec)verj observed in cuttings
friable
8 23
4
9 20 @ 18' Dark gray to black, saturated, medium - -
dense, gravelly, silty, fine- to
20 medium - grained sand; rounded gravel 50 80 11 20
G14 @ 20' Dark gray, saturated, medium dense, 13 95/ No R covery 23 50 Re over
c maximum penetration, no refusal
clayey to sandy gravel rounded
@ 21.5' Dark gray, saturated, medium dense 6
10 22 SM to dense, silty sand; micaceous,
massive; minor pebbles and few gravels
1 24
25 11 20 N Rec over 55
19 43 @ 55' Same as above 85 2 55 Re over ll
NOTES: Two probes were made at this location,
@ 26' Gray, saturated, silty, dense, silty,
12 39 fine to medium sand; micaceous; few FIGURE 7
gravels; massive
@ 28' Same as at 26 feet, but medium dense;
13 36 occasional rounded cobbles up to
3 inches in diameter
30 60 90 12 Jet Probe Log
Lel Date: 20 Leighton and Associates, Inc. Leighton and Asaoclatos,lnc.
Dhton end Aaaociatea,lnc. Leighton and AsaocEetoa,lnc, Au gust 1990 s
Station: x5 +75 Line 32S
Water Depth: 16.0 feet
3 Invert. Depth of ry
El. Penetration 3
'.0 fine /medium sand
gravel and (flat) cobble up to six inches
maximum penetration, refusal
5
Jet Probe Log Jet Probe Log Jet Probe Log Jec Probe Log Jet Probe Log Jet Probe Log 10
Date: 20 August 1990 Date: 20 August 1990 Date: 20 August 1990 Date: J 20 August 1990 Date: 20
August 1990 Date: 22 August 1990
Station: x0 -12 Line 32S Station: x0-12 Line 56S Station: x0 +38 Line 56S Station: 2:0+06 Line 32S Station:
t1 +75 Line 32S Station: x4 +75 Line 56S
Water Depth: on share Water Depth: on shore Water Depth: on shore Water Depth: on shore Water Depth:
on shore Water Depth: 14.5 feet
Invert. Depth of Invert. Depth of Invert. Depth of Invert. Depth of Invert. Depth of
E1. Penetration E1. Penetration E1. Penetration ➢ Invert. Depth of
0 0 0 El. Penetration E1. 0 Penetration H1- 0 penetration LS
:•. 0
.,� f• :;i5; :; 7;..:» r'
fine to medium sand ; r!! .. fine /medium sand
fine to medium sand •• s
fine to medium sand .i. ''�i�; •:
fine to medium sand .:;_•.`4, = ?�; �.'i - :;' .i� ..� sand with shell fragments
gravel, cobbles, and refusal gravel /cobbles fine [o medium sand cobbles
:::
cobblelgravel , i : : ?i:
5 5 20 .
';`;;�;• :;; :. - fine to medium sand
fine to medium sand •,:c,;_4:.
_ �. ;� " line /medium sand
gravel /cobbles -
`.� gravel gravel /cobbles gravel /cobbles '''`•• 24
refusal on gravel /cobbles ,-.: +'?' �s; :'•i� NOTES: Seven robes were made at this location.
10 '>� : :i 10 - 10 10 30 " fine to medium sand 10 ''�`?,'= .`i =i,, medium compact fine
sand P
fine to medium sand �• : gravel /cobbles, refusal FIGURE 8
is f.
fine to medium sand
f i-e sand
15 : : :` i�^ 15 v : :r: 15 15 IS 15 .... .
fine to medium sand with wood fragments
ti sij
fine sand with shell fragments
::•;.;
'" "•t'r_ .. �-^~ -�
clayey sand
20 ;�. �.. :. 20 - — maximum penetration, no refusal 20 20 20 20 fine sand
maximum penetration, no refusal
maximum Penetration no refusal
24 24 24 24 24 24
NOTES: NOTES: Six probes made at this location, NOTES. Five probes made at this location. NOTES: Six probes made at
this location. NOTES: Three probes were completed to 2 1. 0 feet at this location
All met refusal at 3.5 - 4.0 feet. All pro'ues met refusal at 9.5 feet. All met refusal at 11.0 - 11.5 feet. with
no refusal.
FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4
FIGURE 5 FIGURE 6
y 1
90% SUBMITTAL, REV. 1
+ = DESIGNED SUBMITTED DATE FILE DRAWING
c CHECKED APPROVED PATE
DATE BORING AND JET PROBE L OGS
ELIJO JPA AND SAN EL[JO OCEAN C15
OGS NUMBER
CONSULTING ENGINEERS CHECKED APPROVED DATE CiTY OF ESCONDIDO OUTFALL IMPROVEMENTS
SHEET 16 OF 17
A B C D A F F G H
p B C T D E F G H
Jet Probe Log
Jec Probe Log Jet Probe Log Jet Probe Log Jet Probe Log REVISIONS
Date: 22 August 1990 Dace: 21 August 1990 Date: 22 August 1990 Date: 21 August 1990 Date: 22 August
1990 ZONE REV DESCRIPTION DATE APVD
Station; x6+75 Line 565 Station: x7 +75 Line 32S Station: 28 +75 Line 565 Station;
x9+75 Line 32S Station: 110+75 Line 56S
Water Depth: 19.6 feet Water Depth: 17.75 feet p
Water Depth: 22.6 feet Water Depth: 21.5 feet Water Depth: 25.8 feet
Invert. Depth of Invert. Depth of Invert. Depth of Invert. Depth of
Invert. Depth of Jet Probe Log
Penetration El. Penetration
E1. Penetration El. E1. Pent [ration Dace: 21 August :990
E1. Penetration ,0 0 0
0 .0 s •: +•: :•: fine /medium sand
•••• _ "' tine /medium sand With cobbles on surface •�• �• fine /medium sand Station: X11 +75
Line 325
i fine /medium sand :I fine /medium sand • .CY':O'•
, '.a .•`. `�••
: ° •i " j•; saved with cobbles (x50 percent each)
;•e is ::c:: : cobbles Water Depth: 21.75 feet
£ ''`D' ravel and cobble With shell fro nts
5 sand With shell fragments cobbles fine sand (20 -30 percent of material were cobbles) Invert. Depth
of
cobbles
maximum penetration, refusal Q' _
�- •••, p. El. Penetration
0
q: :,`�, • sand /cobble mL•c 5 5 = clay lens 5 '}::.
fine sand �.'. fine /medi sand
;';i:[ um
•':�"- fine sand
gravel lense
cobbles
fins sand with shell frag ments ' :' sand and gravel Cm60 percent sand)
10 cobbles
10 10 fine sand fine 10 - fine sand fine sand
clay
fine /medium sand
:�: •, fine sand with shell fragments to fine sand
IS I.S 15 _ _ sand with shell fragments 15 l5
•.L.. fins sand
ij fine sand
20 20 20 2p 20 - Maximum pent [ration, refusal
maximum penetration• no refusal maximum penet:a[Son, no refusal maximum penetration, no reEus:,l
gravel, cobble
4 4
24 24 24 24 24 -
20
NOTES: Twelve probes were made to x4.0 feet at this location. NOTES: Two probes were completed ac this location to 21.0 feet. NOTES: Four probes
Were completed to 21.0 feet at this location. NOTES: Three probes were made to 21.0 fact ac this location. NOTES: Three probes were completed at
this location to 20 feet. maximum penetration, no refusal
FIGURE 9 FIGURE 10 FIGURE 11 FIGURE 12 Refusal vas met on a gravel /cobble layer.
FIGURE 13
Jet Probe Log Jet Probe Lag Jet Probe Log Jet Probe Log Jet Probe Log
Date: 22 August 1990 Date: 21 August 1990 Dace: 22 August 1990 Date: 21 August 1990 24
Date: 22 August 1990
Station: x12 +75 Line 56S Station: x13 +75 Line 325 Station: _14 +75 Line 565 Station: 215 +75 Line 32S Station:
x16 +75 Line 56S NOTES: Four probes were made at this location to 21.0 feet.
Water Depth: 2S.5 feet Water Depth: 23.6 feet Water Depth: 30.3 Feet Water Depth. 30.2 feet
Water Depth; 32.7 feet FIGURE 14
Invert. Depth of Invert. Depth of Invert. Depth of Invert. Depth of Invert. Depth of
E1. Penetration E1. 0 Penetration El, Penetration El. Penetration Se[ Probe Lag
E1. Penetration
0 silty fine /medium sand 0 0 fine /medium sand Dace: 22 August 1990
O
d with "A-T rock "•�'�•' °'�' sand With ravel fine sand ' ^;'SIT Station:
sand 117 +75 Line 32S
TYp .••'-:•;�:. cobble/sand/gravel (105, 4OI, 50 %)
edium
silty fine /m sand .,., g •.::.:,.:.:r _
�Q`t D'i sendlgravei and same cobbles Water Depth: 34.0 Feet
Invert. Depth of
• "''" .:r ?, El. Penetration
0 fine /medium sand
cobbles
',1x.9'_ sand /gravel /cobbles
• 'r`; ••' fine sand ' •'iY;} .
fine sand
•`. "' r. `j fine sand 1i:?
cobbles �`;�•:
fine
[o medium sand
5
3 !0 10 10 _
10
fine /medium sand 7
possible clay lenses
•`:�;:. �_�L. fine sand
fine silty sand ,-
15 15 15 i;:',;i: 15 ,, 15
..:.. ". fl a sand
`• i
ry 11
.. it
TO ' r 20 20 possible "dense" layer? 20 15
20
maximum penetration, no refuse' Fine sand maximum penetration, no re fuss. maximum penetration, no refusal
` maximum penetration• nu refusal
24 24 24 20
24
25.9 maximum penetration, no refusal NOTES: Two probes were made at Chia location to 21.0 feet. " % Type ",NOTES: Four probes were made at
tills location.
NOTES: Tvo probes were made at this location to 21.0 Eaec. maximum penetration, no refusal
NOTES: Three probes were made at this location.
rock Ss present at Bits location.
NOTES: Four probes were made at this location to 25.0 feet. FIGURE 1 6 FIGURE 1 7
Jet Probe Lag FIGURE 18 FIGURE 19
FIGURE 1 5 Jet Yrobe Log Date: 22 August 1990
z4
Date: 22 August 1990 Station: x19+75 Line 32S (see below)
2 Station: 218 +75 Line 565 Nater Depth: 34,9 Feet NOTES: Four probes Were made at this location.
Pfoellne
Water Depth: 35.0 feet ballast exists six feet to the north of thin location.
Invert. Depth o:
Invert. Depth of El. Penetration
E1. Penetration .0 fine /medium sand vich "A -Type" rack buried and FIGURE 20
O :'i,(:i� overla in a cobble la
coarse eared Y g er Y
_�•' coarse sand /cobbles
;ine sand with shell fragments
); < %! (multiple lenses) 5
5 f:4I ��Ji, ✓. L
�� fins /medium sand with some slit
10
cobbles
fine sand 15
l5
20
20
maximum penetration, no refusal maximum penetration, no refusal
1 24
24
NOTES: Five probes ve re made a[ this location. Ilo le be ins NOTES: Three probes were completed at this location. This location is
S 10 feet south of Lino 32N. "A -Type" rock covers the bottom at
to collapse at _15.0 feet. Line 32S and extends eight feet south of Line 325.
FIGURE 21 FIGURE 2 90% SUBMITTAL, REV. 1
DESIGNED SUBMITTED A DRAWING SAN ELIJO JPA AND SAN ELIJO OCEAN JET PROBE
LOGS NUMBER C16
CHECKED APPROVED DATE DATE
CHECKED APPROVED DATE CITY OF ESCONDIDO OUTFALL IMPROVEMENTS
CONSULTING ENGINEERS SHEET 17 OF 17
H t