91024LOT I
TRACT No. %c o o °s
- - -
ME 210138-52
FOUND _NAIL & TAG n
- " -STAMPED -"LS- 4896" l EXISTING P/L /,& TRACT BOUNDARY
EXISTING R/W - PROPOSED TOP ELEV. 40.33
N89' S4' 36-W 145.00' - - - - - - - - - - - - - -
--F--TC .13
-_"
G 6. �` \ L 54.53'
T=34.55 \ \ FOUND 3/4" IP W/
\� �A- 89' 15'47" R--35.00 3 \ I \ TAG STAMPED "LS 14614"
37
SMH 36.86
-_---__--_--�-�-
T11 S ERO _ 1 \�\ \ I ` _ 1 , \
(PRIVATE STREET) EXISTING C/L 1 1 u�
L07 /%I[
FOUND ,"ILP W/ TAG I \ \
STAMPE[i "LS 4696' I \ A 1 55.1 I I
\
PROPOSED TOP ELEV. 40.33
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1 i \
i I PROPOSED DAYLIGHT
i li LINE ELEV. 40.33
r- I .I I, I LOT 73 I
(PE 39.0)
PE 40.33
776-070-022
I I I II \ o /
Lu
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II II II 20
C-4 I J
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EXISTING FIRE H`(URANT�� -- i i I L=105.86-4=53.06'
LOT (36 I I I I I A-9'48'52" R-618.00 I - --- - - - - - -
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(A I I I I I I EXISTING P/L
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APH 776=070�0� I IQ IF I W I=I ,
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FOUND LI & I TAG_ StAMPEO "� 46-46 1 II
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1 I L I �] EXISI ING EL C� TRANSFORMER _ __ -- - - - - - - - - - - -- -- -- - -- - __ __ -- _ - SEARCHED, FOUND NOTHING,
_ \\ -- -- -- --- --- .1JI
1 I I ISI -
- - - - - - -_ - - - - / SET 3/4" IP W/ TAG STAMPED
LS 14614"
S89' 54 36"E ' 117.69 r 'o L - PROPOSED DAYLIGHT
EXISTING /PHONE VAULT LINE ELEV. 40.33
LOT 67 l 1 11 I �I � JJ��J � � Ji
TF
0 4.APH
/ 1 1 EXISTING P/L
6-9-21 1 AMGI 1 ADDED SHEET 4-A FOR REVISION TO LOT 73
iz -
Know what's b@IOW.
4cc'11I before you dig.
DATE BY I MARK
ENGINEER
DESIGNED BY: AMG
REVISIONS
DRAWN BY: AMG
EXISTING P/L
uw Mlw RECOMMENDED FOR SEAL SEAL APP ED BY
APPROVAL qjkp OFESS/
�F p�pR SyAy l� 13RYAiq McK NNEY, P.E. DATE
cl)�L yc CITY ENGINEER
,y No. 47834 = m R.C.E. N0. 49418 —EXPIRES 9/30/2022
C.Dz PREPARED UNDER THE DIRECT SUPERVISION OF:
DATE
APPR. DATE CHECKED BY
� CIVIL �P �!•i��� 3-23-2021
CITY
DATE qTf OF CAL\E ESSI SHAHANDEH DATE
CHECKED BY: E$ RCE NO. 47834
OOO
O°
GRAPHIC SCALE
10
( ER FlZr )
1 inch = 10 It
I
I
EXISTING P/L & TRACT BOUNDARY
LO7 tl 2
MQ�776=070-021
�/ E/�/j/ I��41 /�j/1J � /�/ [IjI
AP VM LI'/11�J=OFFF���a 0-02 LI
Q V ACAH- q
LEGEND:
TC
TOP OF CURB
G
GUTTER
SMH
SEWER MANHOLE
FF
FINISHED FLOOR
PE
PAD ELEVATION
MB
MAP BOOK
C/L
CENTERLINE
P/L
PROPERTY LINE
R/W
RIGHT-OF-WAY
APN
ASSESSOR'S PARCEL NUMBER
BASIS OF BEARINGS: SURVEY DATA:
THE NORTH LINE OF LOT 73 AS SHOWN BASED UPON A FIELD SURVEY PERFORMED I
ON TRACT MAP 24890-4 FILED IN BOOK BY JHA ENGINEERING FEBRUARY 2021.
218 OF MAPS AT PAGES 1 THROUGH 9,
INCLUSIVE, OFFICIAL RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA.
SAID LINE BEARS: N 89' 54' 36" W
IST SUBSTITUTE MYLAR
THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED
BY THE CITY ENGINEER ON 5-2-1990 EXCEPT FOR
REVISION NOTED HEREON.,&
•'��''"-�`'!� 3-23-2021
ESFANDIAR SHAHANDEH, P.E., R.C.E. 47834
77-570 SPRINGFIELD LANE, SUITE "C"
Iss'
rmNGINE>~RING PALMDESERT,
72-840 OFFICE 9221 1
(760) 772-8400 OFFICE
(760) 772-8421 FAX
IN THE CITY OF LA GUINTA, RIVERSIDE COUNTY, CALIFORNIA
TRACT 24890, MB 21811-9, O.R.
THE CITRUS GOLF CLUB
CIVIL AND STRUCTURAL ENGINEERING - PLANNING - SURVEYING
SCALE: 1"=10' BENCHMARK: ELFV. 40.110
4.5MILES WEST OF JACKSON ST.. INDIO ON HWY 111 2.75 MILES SOUTH ON WASHINGTON ST. APN 776-0
DATE: MARCH 2021 350' NORTH OF CIL OF AVE. 52, 30.0' EAST OF POWER POLE #989270. A 1.25 INCH IRON PIPE FOR
02' HIGH IN SE 114 OF SEC. 6, T6S, R7E. FB D-31 PAGES 75 AND 47 ROSINI
T
SHEET No.
4-A
OF 23 SHTS
FILE No.
1/4 OF SECTION 5, T6S, R7E, SSM 20210120_RG
JOB No. CITY REF. No.
202100120 RG -2021=0