HomeMy WebLinkAbout445-2 cl� DECORATIVE WALL 2
0 BY SEPARATE
PERMIT RETAINING WALL
W I BY ROUGH GRADING
Z PLAN BY SEPARATE
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GRANDVIEW AVE. j
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9 10 RETAINING WALLS BY 11 12 `-1 - ------
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SEPARATE PERMIT 88.99 T.W. 10' PRIVATE CURB OUTLET PER LANDSCAPING AREA LANDSCAPING AREA 52.33 TV
7' BENCH 84.30 T.F. DRAINAGE EASEMENT ST. IMP PLANS 64.29 TC 58,87 TC 51.67 TF
91.73 T.W 91.67 T.W. 85.64 T.W. o
85.03 T.F. 54.30 T.F. 84.30 T.F. 3' YIDE GATE 3' YIDE GATE 3' WIDE GATE 3' WIDE GATE-,, a n
167,48' 82.54' 72.00,
ti�b irk P SLOPE 52.40 T F 85irT. 6. m .*.^h .69.10•. �4 .�f / 58.33 IF
11 s z
85.p3 T.F. in 4.30 T.F. '! �c o �•r° F cmi 4'16'Q. r• cl {{ '3 00 Q' 2 �,`b cal. � 'o�c N " /c•' g�., � !
N 21 1 SLOPE n o 8 .3 0.2• o g n ^Q. '2' rbY,oe.• 1J N �. [� F,a Z $
ai vi 0.1'D.F. iu ,Z.• 67.2 F.L. i
7.00 ro N 6 V SEE SECTION g� .s 38 v o g
85.03 T.F. o g1,3 iu D.F. A 0.0' F• b' `�. I .n pp. wm 9
TOE SLOPE 1 F.L. 1 D.F. b' m ^ D.F. 1'
Fu �. A-A ABOVE 1 m �"� A
PLAN 2A 0.3' D.F. N ro 0.0' D.F F� 1 5'f n wQ
85.9 0.0 D.F. ai iu K .a Qvo a w l 8
PAD=1385.E 5' LAN 1 AIR
7H•P• �'nj �4' F.F.=1386.10 PLAN 1BR ^` PLAN 3C �� PLAN 2BR A ti ;0
Q• 2 1 't PAD=1376.9 o d PAD=1372,1® 0.0' PAD=1367.8 5.49,
0.0'D.F. PAD=1381.9 7. F.F.=1377.4 F.F.=1372.60 F.F.=1368.30 PAD=1365.3
F.F.=1382.40 14 0.0' D.F. 0'0• .. 61 2
gSb Q P�ti`�' o. GF=1385.60 D.F. D.F. •F• •F• 6 n7 u 6`1'�y °"
0.0' 1p D0
o D..F0F. 0 7f�.• TuN
v � ti ci Lch N\/W7 7p,
6
6.3,.1•t
o
420;
® O"k0• ti'E V• b g a of "CY 65.5D
2' 'Cv 72. F, 2.00' 40 " 72.00' k, 62.16 T I
58.40'
b0 D.F. 24 83.58 0 �•
titi'nc' 8 V ,Q 8.8.E F, TC..PI.. 80.8 06261,
m PAD=1363.9 \
e
as.o N g o �o w w 62.6
T.C, E G A N COURT
T.C.
75't Q a,-�• - N36.19'11'E b - - - -
-7 a4 B - S 111
- S 14
78.91 o Lou 62.75
p 4 t T.C. T.C. 100,00, ru
I, 83.58 Ld
o N o Fv OAF 10 a 2 r4 TC.PI. c' �
y k 26. 2.I S g 00 72.00' 72.00' k 1 1
15• h NN A 4. ° 1 8 L 80.9 O LL N E. b E N Ni 6 71 T �1- 36 H y 3 0
W I gh• '`�S�' 0 �' n F.L. o n N o w �} n N o0 4o ro 62. 7 TF ti
F�' � � a- F•G• 3J, 5.16' 4• I oil N1 76.0 oa I _� o
F.L. °' ^'� ^ 67.0 ® GF=1365.50 r_i Z o F Cuo 8
GF=1382.20 D.F. voi GF=1377.10 0o GF=1372.30
Iti1 o m $
83,7 ^w D.F. F.L 64.3 6q4 O ^ PAD=1364.5 n i!
A 81.3 0.0' 0.2' 0.0' 71.1 0.0- GF=1368.00 F.L. .<.
D.F. D.F.Qj D 5' F.L. D.F. 0.4' 0.0' 0 a
GF=1385.10 0.2' 11 1 F.L. .
r OA •t '" q 1 ' S'
D.F. D.F. O D.F. D.F. m
♦ Fv `i aS6 b O, v7 z
(� q O.a' D.F. w PLAN 3A PLAN 1 A PLAN 36 PLAN 2A PLAN 1 C 2' L.L_ E' 100.00,
- -
> P PAD=1382.2 11't pA0=1377.1 5 PAD=1372.3 7' PAD=1366.0 PAD=1365.5 J
9 PLAN 26 F.F.=1362.70
w h• PAD=1385.1 F.F.=137Z 60 14 0 F.F.=1372.80 A F,F.=1366.50 o F.F.=1366.00 Q nlz
ix a O,t,Q ai-' F.F.-1385.60 0.0' D.F. o• _ 0.0'D.F. o g1 64.90
�� 9 °D" 0.5' D.F. 0 0.1'D.F. F� Iri F� 67.7 1
/ I a •0� F.L. 0.1 0 0
oq b F<.S g4a 00 D.F. 0.0' D.F. o H.P. D.F.
r1 NP• Hi 10 D. 81.9 N * 12 0.1 D.F. D.F. N 67.3 F.L o 35
0 0 11 0 72.0 13 71.6 .. 14 F.L < 65.2 b
N H.P. N CO N 76.8 76.4 N H.P. F.L " 15 H.P.
6.00' 136,78 106.70' `r 72.00' 72,00' H.P. F.L. .0' 75,00 0 3 ^ PAD=1365.0
BENCH•, 96.36' 72,00' 72.00' 72,00' 72.00' 72.00' 72.00' 80.12
0' 30' 60' 90' 120' O'''O'�, 67.04 TW 10, 20' 20 10,
- - F 63.04 TF A'�CY A blb
�(r
SCALE: 1" = 30' 23 22 21 20 19 18 17 SEE SECTION
A-A ABOVE Z. 2.87' 100.00,
g s o g o 16 own
F 17.86'
PAD=1370.0 0 0' I PAD=1390.4 o PAD=1386.5 o PAD=1382.4 o PAD=1378.2 C5 PAD=I374,0 c o PA➢=1367,2
FL, PAD=1391,0 0 0 0
> 1 0 0 0 34
I titi o �'- o PAD=1365.5
O y
� u 5
~ 8.17 k b•, O 10 'rb °k a�b n F m
'- 0'b' 72.00' g O• 72,00' O' 1 E V 72.00' 1 f b• 72.00' bE Cr 72,00' ti .V 55.12 9h' .o
A F• Q• 4• 72.00'
14.06' 90,00, o
3
MARIA COURT 64.24
UNDERGROUND SERVICE ALERT 0g,`� g9g1G e F T.C. 15
yOF,FaxF�� CALL: TOLL FREE f�• 1390.55 1 1 12 3
a0 14 w F
J - T.C M.C.PI. / 84.26 o cv o J m
1-600 T.C. PAD=1365.7 rn "
10 87.31 0 8
227-2600 EVC. r
TWO WORKING DAYS BEFORE YOU DIG 6 89" 3.P.-O.Z
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL ENGINEER BENCHMARK: CITY OF LAKE ELSINORE
PE SHEET
APPROPRIATE CONDITIONS DEVELOPMENT AND/OR CITY AND �OQpOFESS/O,y'` IN THE COUNTY OF RIVERSIDE, CALIFORNIA 2 _
THE STATE LAWS,AND A PERMIT CAN BE ISSUED. u Lohr + Associates Inc
Land Plannin 43513 Ride Park Drive
MI Engineering TemacJ.,Ca.92590
e Surveying Ph.909 878-8728 Fax 909 699-0896 SEE TITLE SHEET PRECISE GRADING PLAN OF 2 SHEETS
�A9•Lw�..�(!'I'/tl J-LI D L N0.20278 m FOR
w EXP.9-30-05
RAYNO O'DONNELL REC./26603 CITY ENGINEER DATEA
- '
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. * * 3/ /"e LOTS 2-15 & 38, TRACT No. 29304 FILE NO.
✓`� Q /5J
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION DATE BY MARK APPR. DATE qr CIVI e2 PREPARED FOR: MITCHELL DEVELOPMENT INC. y�
ATHE ND REVISING PRIVATE
ENGINEER
PLAN FOR APPROVAL RESPONSIBLE FOR HE DETERMINING AND ACCEPTABLE SOLUTION ENGINEER REV SIONS CITY f Y THE CTIY Op CAL.Io HERMAN S. HOVAGIMYAN DATE SCALE: AS NOTED 31225 LA BAYA DR. SUITE 102
DESIGNED BY DRAWN BY CHECKED BY R.C.E.No. 20278 EXP. DATE 9-30-05 WESTLAKE VILLAGE, CA. 91362 (818) 597-92a2 \
29003\LOHRfile\PGP\29032402 03/15/02 PHS.1
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