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6"
FINISH GRADE R=3�" R=1
BY LANDSCAPER CURB FACE _
1'6" �,: 1' 4:1 CUT
SLOPE
MASONRY BLOCK SPLASH WALL
R=1" (3' HIGH z 10' WIDE)TO BE 1:1 CUT
FINISH GRADE CONSTRUCTED ACROSS FROM ALL ro SLOPE
BY LANDSCAPER wK DOWN DRAIN DITCHES.
R=2 TOP OF PAVEMENT
ROUGH GRADE / y£
BY C.C.
°o0 0` O0 TERRACE BENCH 0 O
\ \•� A °�$°° 5' / SEE DETAIL DO
/ `cv o o8$a FILL/CUT SLOPE EXISTING SURFACE g CDC
o 0 0 o$�O° / (SLOPE VARIES) o G
B°p 80 ° °°° °gO°/°/\/ PROPOSED SURFACE g $ Z
° 00`�oos8o°o°oaeov°
10:1 cur c'
x// / / / / / / / // / � �\\/ `� •x•• SLOPE 1:1 CUT SLOPE ° Z
DETAIL - TREE WELL
OD
FILL/CUTS "" C-2000 CONCRETE OR 3" NO SCALE TERRACE BENCHrn
�� 2500 PLACED CONCRETE WITH 20
NOTE:
(SLOPE 1b¢ x 1 GE STUCCO NETTING /
PROVIDE EXPANSION JOINTS 01:1 CUT SLOPE
TOP OF CURB
0 20'-0" O.C. (MAX.). 18' OR BASED 2% 1
DETAIL - 6' TERRACE DRAIN ON GEOLOGY NOTES:
DETAIL - 6" CONCRETE CURB WITH GUTTER 1. CUT SLOPES TO TOP OF PAVEMENT
NO SCALE NO SCALE EXCEPT WHERE VE STEPPED RT. HEIGHT IS
11 - 6' WIDE TERRACE LESS THAN 5' OR BLASTING IS 2'
REQUIRED.
2 WHERE ONOTEDO BE 1�1:1 EXCEPT
3. ALL CUT AND FILL SLOPES TO DETAIL - TYPICAL CUT SLOPE
HAVE 10•x1O' SLOPE ROUNDING
EXCEPT IN ROCKY AREAS. NO SCALE
VARIES WITH 4. STEPPED SLOPE GRADING TO BE 1
1 MASONRY BLOCK SPLASH WALL SLOPE ANGLE � ACCOMPISHED PER GEOTECHNICAL I
OP EVALUATION REPORT BY G.A.
(3' HIGH x 10' WIDE) TO BE NICOLL DATED JUNE 23, 1993. 4'
CONSTRUCTED ACROSS FROM ALL TOP OF CURB TOP OF SLOPE
PAVEMENT SECTION PER SOILS "9jy.
ENGINEER RECOMMENDATION DOWN DRAIN DITCHES. F`P 2% I
TOP OF PAVEMENT
6 7 _ THEORETICAL SLOPE LINE
� III HINGE POINT I I
R=
FINISH GRADE 3T�" R PROPOSED SURFACE
CURB FACE 5' S' 2
BY LANDSCAPER -
29 2% \
ROUGH GRADE / j —III—I FILL/CUT SLOPE g
Z (SLOPE VARIES) DETAIL - STEPPED SLOPE TYPICAL SECTION z:, FILL SLOPE
IIIIII o
°., N NO SCALE \ TERRACE BENCH m D
\ \\\\\\ o°off /°°��0 — - SEE DETAIL 11 $
I- 22
\ \ \ \ \ —� o• 3" 470-C-2000 CONCRETE OR 3"WITH\ 2500 psi AIR PLACED CONCRETE I 1— Z
FILL/CUT SLOPE 11/z x 1)�17 GAGE STUCCO NETTING /J c a G7
(SLOPE VARIES) EXISTING SURFACE 1\ C
19' \ M
NOTE: 7" DETAIL - 6' TERRACE DRAIN 2:1 FILL SLOPE
PROVIDE EXPANSION JOINTS NO SCALE
0 20'-0" O.C. (MAX.). I_
12 - 12' WIDE TERRACE
DETAIL - CONCRETE CURB
I_
NO SCALE
O A i DETAIL - TYPICAL FILL SLOPE
GROUND \� —_�PARKING STALL — i _— —PARKING STALL °i NO SCALE
�x�
2" MIN. 3'
7.5' EXTENSIONS- 4", 6", 10", -
PROPOSED z F, 12", OR 18"
S
SLOPE 1 0' 25' 4.0• JP�� ALHAMBRA FOUNDARY
A-201GR ATE OFOR CAST
PARKWAY
1.5'(3' 1.5'3' /• �A YV 3" 470-C-2000 CONCRETE OR 3" ..
DOO' 0 ps: AIR PLACED
NETTING
\\/\\/\\/;'' ,'
P.C. CONCRETE ..
3,6" LIP (TYPICAL)
O
0 DETAIL - BROW DITCH
� a n
o. NO SCALE
8SECTION A—A #3 DIA. BARS- a
CONTINUOUS
DETAIL - CART CORRAL DETAIL KNOCKOUTS Z
c
PAVEMENT SECTION PER NO SCALE 18" BASE S
!^ �
SOILS ENGINEER RECOMMENDATON FILL SLOPE 23
/ P
DETAIL - 3' (6') CONCRETE SWALE 1' 3 1 q
NO SCALE
z O 6' HIGH CHAIN- 3' WIDTH EXISTING �O`SLOP LINK FENCE V
E '� ��
O7 - 6' WIDTH . .. a "x•
7" 2" 9 THIN WALL
/ KNOCKOUTS
3" 470-C-2000 CONCRETE OR 3"
(TYPICAL
2500 psi AIR PLACED CONCRETE WITH EACH SIDE)
1j�x 1j�17 GAGE STUCCO NETTING
• � MODF1 LIUMBEE "A'• SIZE "B" "C" WEIGHTS
DETAIL - INTERCEPTOR DRAIN EXTENSIONS 22 LBS. PER IN.
PAVEMENT SECTION PER SOILS NO SCALE DB 1212 12" X 1LS 8" 12" AR BASE =325 LBS.
(4" WALLS) PARKWAY GRATE - 25 LBS.
ENGINEER RECOMMENDATION
14 TRAFFIC GRATE = 50 LBS.
6" 011
FINISH FLOOR 6 R=a/" DETAIL - BROOKS INLET FOR DRAIN DETAIL
2%
NO SCALE
v v v 2.5 MIN. `
a ` CONCRETE BARRIER PER 1 BROOKS INLET
v SEE ABOVE
o. o°o m o$ $�$ 'E� CALTRANS STD. PLAN FINISH GRADE
v _77\\\\\\ /\/\/\/\ 3 A75A, TYPE 50D 6
v .v
0
PROPOSED CRIB WALL $ o
- o " D
A a CUT/FILL SLOPE \ a ,
CUT/FILL SLOPE e o
Z
/ PVC PIPE'. e
/� /\// / �. CO
NOTE: 7" 3" 470-C-2000 CONCRETE OR 3" FACE OF CRIB WALL \ x INTERCEPTOR
PROVIDE EXPANSION JOINTS 2500 psi AIR PLACED CONCRETE WITH S�oq DRAIN PER 14 n
®20'-0" O.C. (MAX.). 11/1 x 1�17 GAGE STUCCO NETTING \ F
w ETA - MODIFIED CONCRETE CURB ZERO CURB FACE DETAIL - DOWN DRAIN DETAIL - CONCRETE BARRIER 3' SPLASH
DETAIL ODIF ED ( )
N NO SCALE
O SCALE NO SCALE
= 0 s 24 DETAIL DETAIL
NO SCALE
sw City of Lake Elsinore SHEET C
VDIA.L
OFESS10 APPROVED BY: 7 l/.,/ � iiSHEET 4
BBENCHMARK:RSS DSK ONTHE TOP OF A �Q4� 'FI1yy9?6, am, /. 1f NASLAND ENGINEERING PUBLIC WORKS "' ENGINEERING CONCRETE POST 30'SOUTH OF POWER o77/CZ/9 3 REGI51ERE0 cIML ENCANE0 . 26995 EXPIRES azi.t/sT • 130 S.Main Street,Lake Elsinore,CeL}ornia,92330(909)674-3124
TOLL FREE POLE N0. 14090. 373.0'NORTHWEST .26985 r DATE: OF 4 SHEETSOF RAILROAD CANYON ROAD,0.8 CIVIL ENGINEERING SURVEYINGLAND PLANNING ELSIN0RE CITY CENTER
800-422-4133 MILES NORTHEAST OF INTERSECTIONSLOPE AND PARKING LOT REV. -NW CORNER 09 28 93 ♦ E,13197 * Theae plans have been revewed for eomplionee with3359 Chicago Avenue,Rversde,C�lfornia,92507.909-784-3300WITH STATE HIGHWAY N0.71 STAMPED CONTOUR BUILDING AND RETAINING WALL REV. j. C1Y1� tna apvroprlate condltlona of development and/or T.P.M. N0. 27659 N.E. JOB NO.
AT ST TWO DAYS E-12-70. SLOPE RETAINING WALL AND DRAIN REV. 08 31 93 4f OF OpU1Fa\ city and state laws,and a permit wn b T.T.FUJIWARA DRAWPN By: L LATUCH
BEFORE YOU DIG /F3-93 PROJECT ENGR:ELEV.: 1296.095 NED BY: 392-D98.1
ORIGINAL 07 O6 93 -0- SCALE: AS SHOWN GRADING DETAILS
DATE APPROVED re TeccG RCE# 21837 DESIG I
UNDERGROUND S RVICE ALERT OF SOUTHERN CAUFORNIA REVISION _-I_