7182 COUNTY OF SAN DIEGO, CALIFORNIA
CHESTERFIELD DRIVE A 24
rrom PACIFIC HWY. Ecsterly to SAN ELIJO AVE.
in CARDIFF, CALIF.
R.S. 1836
CON STRUCT,'ON PLAN
STA. 8 +251 Sheet I of I S heets Scale: Hor. L= 20' Vert.
II I CONST. 62.5' STD.
1 + METAL BEAM GUARDRAIL W.O 3 -2149 Fg,# 1836 _
CONCRETE COLLAR
1 Recommended by: a
1 - .:.. Date //- 7 Z -4
EXIST. 72' , JO /N.l�FSB` l �Dat�.,(�� -k$_
/ 6 .. �\ C.M.P, i i 72 "X 140' R.C.P. S .� / � / --
G I I Approved by: Dat -
COUP(rY ENC .GE. 8091 /Z
� + I END DIKE
STA. 8+ I,, _ LT. �
(�\ i � CONST. 45 0 WING 8 70 ! 119.78' LT. STA,8 +12.98 // / AC, COORDINATE INDEX -- _
, WING HEADWALL.(STD. 310 N. - 1683 E.
\� I i -•I ►� DWG. 113 & 144 -1) �'/ I I �O � Constr,Compl.Date_ AsBuiltkev
—
7 REVISIONS
EXIST. CONC,
HEADWALL /l l6 EXI5T. CONC. LINED No. Description B Approved Date
CHANNEL. 3 // I I 0 05 P Q)
\C O
i P
NOTE: CUT OFF EXISTING CMP 6" FROM BACK OF HEADWALL. M �_N. 66 *1 4'O5" a /� h I 0P5 �\
Q`
BUTT RCP TO EXTENDED PORTICN OF CMP 8 CONSTRUCT
v ( CONCRETE COLLAR AROUND JOINT. CONCRETE COLLAR TO
BE OF CLASS'B "CONCRETE I FT. WIDE & 6INCHES THICK
AROUND RCP & OVERLAPPING JOINT 6 INCHES. I r / 1 DIKE RETURN
STA. 7+86± RT. o 0 =104 0 30'00" I I ��` i co 11 I
1 CULVERT PIPE CONNEMON DETAIL ` = � /r� �� T z z 96
1 F �,P• T= 96.86 LE GEND
A
Z e 1 SCALE: I "= 4' r f AS L= 1
V. 36.79' R/W Qj I 8 8` I
„m W a ,' 1• Im DIKE RETURN
W U ,` I n STA. 8 +22't LT '�'' ml =76'33'46" �•53 - - - -- s— SEWER LINES SHOWN THUS
BTA. 8 +09± LT. I n n ai� , /
• 7XTEND 18 X 4 R.C.P. into r i l END GRADED WALKWAY R =75 / BURIED TELEPHONE LINES SHOWN THUS
II 72" R.C.P. (STD. DWG. 110) ' '� 1 ti h mI T= 19' / J -- G GAS LINES SHOWN THUS
I! 100.22' z z �h
R
o STA. & +10 +_ LL / I -I I
° WATER LINES SHOWN TH
j ,� — w - IS:,
Y I; h 1 / - iNTERSECTIP;G STREETS SHOWN THUS
REMOVE EXIST. HEADWALL ` I RR. CROSSING SIGNAL I
W . w= 8 EXISTING CONC. CHANNEL ( I A \ TO BE REMOVED BY OTHER j COD ti f A.C. DIKES SHOWN THUS
z AS REQUIRED TO INSTALL 72" I—
- APPROX. LOCATIO
R.C.P. N �7 /
GQY / m �` / i / AREA TO BE IMPROVED SHOWN THUS
I Z; L R R. X -ING GATE
; _ R��' ��\ :2 TYPE c cRaD waL wAY 'v ; o� 1 , ..0 MANHOLES SHOWN THUS
,°i,aorcM1 STA.8 +A5 ± Lt Z/ CURB TYPE A- DIKE i Q � L C `.y \`ss'�3c -------- --- --- REFERENCE. OR TIE LINES SHOWN THUS
REMOVE 13d± EXISTING ? - I I � � r r8 L _ /W - RIGHT OF WAY
m I ` �_ Ste �. i p/L
Y o a METAL BEAM GUARD RAIL � 0 1 I a __
mI O1 k °I I' o
J M T v R =1' 2' s * ................ CONSTRICTION BY SEPARATE CONTRACT
„ „ Z � N r°
av - __ o' F �i 9r � r STA. O +OOH R.S.156'7 =
a o_ o A LINE PACIFIC HWY. STA. 7 +53.34 R.S. 1836= + n
8' - -�� � f
Z A 7 047'15" STA. 339 +80.04 F.O.C. CHESTERFIELD ST + - DRIVE s.MN. i <� - / 39 4 EO STA.10 +G0 R.S.1836—
I —
R= 5000' PACIFIC HIGHWAY / STA. 1773 +38.0 AT,aS.F.RR. I S,M.H.� �EXISr CU
G - ' — N. 51° 44 05 E. - — +— -- �- - - -- 2 0/
T= 340.32, 3'8 VAR
N a R.S. - R =I CNrST�E� � DR, PLAN
L= 679. 59' I 3� 9 I TYPE C CURB- _�
STA. 7 +96.40REMOVE r R =2' , I I / STD. MEDIAN A 24 METAL BEAM GUARD RAIL
EXiSTINR C.M.P. PER CULVERT (TYP.I' 8 I v ,°I ! ISLAND, STD. �
PIPE DETAIL. Q +I / DWG. 303. r T.PE A DIKE. 1 v/ STD. DWG. 217
V W __ 4 __ L/ - - --6 T.M.H.
- .- L_
INSTALL 72 "X 140' R.C.P„ 2 T.M.H �c :- - - - ---- - - - - -- - -- - - - - -- T - - -- _ �/ '- � - - - -�
vTi
CLASS Ill.
V Q APPROX.LOCATIOt TYPE A DIKE `
a Q R.R.k -ING `'
GATE END DIKE (TYPICAL) I 3 �> 1x sr
STA. 8 +35 ± RT. ,' - R /w - - R W ��� / P c B GUARD RAI L_
REMOVE 60` EXIST
. In g rl \ NO SCALE T
METAL BEAM GUARD , CRI r 4 /
RAIL. ii , ° IO) R.R. CROSSING SIGNAL DIKE RETURN 2j 0
'� TO BE REMOVED BY OTHERS p= 108 015'31° +I J/ R/W I R/W
i
STA. 8 +00± RT. /; y R =30' O,� 36'5 VAR. 36� &VAR.
I
CONST. 25' STD. METAL , + / ` SIGNAL CONTROL T= 41.49' `c "S•4g
c /p ! ' DIKE RETURN BOX -RASE 38 °X30° i = 56.68' ` ` - 1 — —
BEAM GUARD RAIL 3' r / -
BACK OF DIKE. �' r + / II R =30 30'00 / / 4' , ,
' / 6 24' 8 VAR. 2' 2' _ _24 ' a VAR 7'
T= 23.23' ABVAR. VARIES VARIES B I YAR.
L- 39.53' 2 ' L ! TYPE "C "CU ?e, sro. owe. TYPE "A" DIKE
200 - 2T • SEE NOTE. I.
i - > - PER STD. DWG.
°f' 2 f 4 CONC. LINED j / tL GR ADED WALK 201-17
w / I l / CHANNEL
0.3 EXISTING
CLASS Ill -
./
- ROADWAY -
II
r
!r I //•' 3/ % � G.08' ASPHALT CONC.
CAP 0, EXISTING
0.17 ASPHALT CONC. CLASS "B"
0.33 AGGREGATE BASE MATERIAL CLASS NI
I / TYPICAL SECTION
p /
3* / tq
0 NO SCALE
6
o G7/ Notes: 1. FILL MEDIAN 8 TRAFFIC ISLAND WITH A.S. MATERIAL,
l b CLASS 111 a CAP WITH 1 "ASPHALT CONCRETE.
PRECISION I 2. CAP EXISTING ROADWAY WITH 0.08' ASPHALT CONCRETE
CLASS "B" 8 WIDEN SHOULDERS AS SHOWN,
� M :J 1 197 b
,
MICROFII.MLU b
(( r
R
B.M. N OC 29 - Elev. 54.154 Ib
172" IRON PIN SET IN CONC. MON.
MARKED BY STEEL FENCE POST 1
APPROX. 29 FT. WEST OF ; OF °
SAN ELIJO AVE.,BETWEEN TWO
R.R. TIE GUARD POSTS, ON PROLON-
GATI OF $. CURB LINE LI VERPOOL DR. U.S.C.a G.S. DATUM
~ter CHESTERFIELD DRIVE R.S. 1836
T R.S. X836 ! CPEiTFI*2,D'DR. Cardiff SHEET I OF 1
FILE'NUY6ER !NAME AND OESCR IPilOY'>
0040 4,42 11468 constr plan,, former Ewy 101
to San Elejo AV (1 sheet)
Case 1 4.44 Same
As Built >`
Pending* 4.32 1968 1Z/td map for sane.
. h'�•'�' Y.. } #C S y s _..
_ *Ap erture Baird