HomeMy WebLinkAboutPGP_0010 NOTE. RETAINING WALLS PE A
LOT 57 2.67' HIGH MAX, L--35'
LOT 58 4,00' HGH MAX, L=92'
LOT 59 2.6T HIGH MAX, L=81' K 3Ao
LOT 60 3.33' HIGH MAX. L=50'
LOT 64 8.00' HIGH MAX. L=63' �g
Gy 29.3 55.
LOT 65 5.33' HIGH MAX. L=98' 0 9 FG
LOT 66 4.00' HGH MAX. L=95' � 78.73' 51.43' 2235' F5'1 42' 35.1 57 �° F05
i' J 5G6 �n 61 51.92• 6� 41.1 79 3. "� G FG p F�
U 6O ti0 FG, ql q 35.3 TW 5U m
J 9T 5`4 7 HP..� 47.7 �� c G �rn 33.97TF
n
Sg Tc G T F� �_...�� rn� M 41.30TW 59 ^m
O �T v m 39.97TF 34.81-1a
Q � •gST / 54.4 47. .. ...�-�... 'N !✓/ �,L 28.7
PLAN PLAN JCL 7.1 g 40.
PE=1480 FL gD N . I
34.7 3 I r
T»v3 N 4.
L
155 FF=148.. 4 - 42
FF.155.5 5 P=129
5,00' I F =135.1 FF-129.50
46.0 3U.
-135.6
)7 T 49.43TW I FF-141 S 7 5 6
.16' 5.00..
GF-155.0 54 5 46.10TF 0.8'pF + 5 0.6'DF 5.00 5.00 .50' ' 0 ,
�...\✓ C � v\ L 17.00' 5.00' 47.2 FG 40. FG 0.5' 34 q =5 G B 5
TG sy p OF O D
r'f. o I 53.9 47 'DF 0 4 .8 FG 34.6
fL 34.0
46.6 8FL 40Z F O rn Fi FL9 II
r G3• �til��a".� I) ^� .� 3� v� 46.9 L FL rnM 1a� FL7 �'`ti I ��` �c�{= '�:►
0
m oZ4g
1 � ,99 / 6ca^�0 laJg r •?Tj• a� ry _ - 9.30TF -"_ - ------- �,Rzc
�S, Q� `. q 4 r'89 � . 1 --
SSSF a 07 La1 � 139.54T 1 .05TC 4.6 T 53TC �00TC � kl�62lc
\ G \I c 6.69j 73,17' 96 v 1 33.30TF
(,za) 47
�s e 9S S52'11'36"E 2 .29' V6
=043.89' n L=85
toO ® 00 5'
�• �.S �59 6 G /: tS1 a �` o --- 1�S8TC-
5g --- - -- - -- 4-- -- -- 130_1 1 _8 TC__
`. 1
-_ co
31.63TW - -- -
'•,�\ •/ :' � l haw' '^ _ � - --3D: -
�O L 8.74' Fi m
UE• `�..
4C ti .mr + ti� dE N
30.8 �l
\'•po `qN c' p.5' �' p6 O _ I FL I .0 30.30TF 1' �1
0.6, a GF=14 362 FL FL LI
OF 4 0 5' OF
S00FG 464 42J F FG G
31.4 FG 1.4 FG
`hz6•FL O 36.8
11 ho A? F}a 47 5. 5.16' O 1 5.00'
F(Sl27 0.5 C rri6 • 42 3 G 0. 5.00'
48�FG 4Iw 10.00' 36.6FG 8.18 32.30TW [_Tl
30.30T ^y
C�p� S29 25 ' 1 iKs 42,94' F 143.7 5 5 1329
FL48'8 4?o Ii3Y 43.2. 3L9
f)
� �7� 1 137.9 1 q m
42.8 4P g i =137.4 I on FL3 31.6
HP
7T•g2. 9 ... ... /8,5 FL F F6.9 1� 36.6
�LHP F
67,E ..�,_.. 42.9HP
c z _43.60TW 37. 8
4 ,
.h. L=76.28' y 7 64
66 34.81 Q�° 36.407TF TW 65 F 8 3FG9
CONSTRUCTION NOTE
0)
DRIVE APPROACH PER MODIFIED RIVERSIDE C � -�--- '� -'-----_.
COUNTY STANDARD N0.207 ON SHEET 2 E6
S --- - _
V I cK CA /--j 13 C65
YC �-.-_.--- 128 10
YO ------ -
CERTIFICATION: P,11 L K al THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ®�V//T/,
S552'11'36E 7PG.91'
$ WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
AND/OR CITY AND STATE LAWS.AND A PERMIT CAN
o BE ISSUED. 93
Q$ GRAPHIC SCALE 1" 20'
/ KEN SEUMALO R.C.E.NO. 56915 AS BUILT
0 20 40 60
RT
NOTE: SEAL-ENGINEER A_�B E R r n. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
WORK CONTAINED WITHIN THESE PLANS t W��T'/BB VERB MCCRA. ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA
SHALL NOT COMMENCE UNTIL AN `y�
ENCROACHMENT PERMIT AND/OR A �p �' A S S O C I A T E S RIVERSIDE C- 70 CITY OF LAKE 2'.EST. / a-NAVD3
I l AS- � s"� "�� (951) 686-1070 ELEV.- 1381.72',EST. 12/95,NAVD29 TRACT NO. 32337-1
GRADING PERMIT HAS BEEN ISSUED. + MGRIEDMG c vcTANT8 (+Q
DUS TWO WORKING THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR O1/SS/07 CRR 1 LOT 10.11.12 G 27 FRONT YARD SETBACK CHANGED ON SHT 4 0 � R_,�//A PRECISE GRADING PLAN
Nm
BEIF� DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTPBILDY OF THE DESIGN HEREON. AND REVISED RETAINING WALL LENGTHS AND HEIGHTS �•W-+ ` LOTS 58-61 �& 65-70 OF 12 SHEETS
YODU DIG YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
A N1BlIC SENCE BY DURING
DETERMINING ACTHE PRIVATE ENGINEER CEPTABLE SOLUTION AND BE
THE PLANS
DATE BY MARK REVISIONS APPR. DATE U'p'� PARED BY: R.C.E. N0. C58602 SCALE: FOR: W.D. ceciarY
TaLL rncc +- -���-�� H: AS SHOWN V: FILE NO. GCj q 71
UNxn-D SE-E AEEBr FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 0 DATE 01-29-07 EXP. DATE: 12-31-08 K.HDVNANIM FOFECAST 04-0401 0_I
oK-41lz1n7 N&A S �' 077-Gbo►.o)