HomeMy WebLinkAboutLot 1-32 Precise Grading •
PRECISE GRADING PLANS FOR *
LEGEND:
PAD PAD ELEVATION �....,� TRACT 23101 �
FF FINISH FLOOR GRADING. NOTES:CHARDONNAY H I LLS
4
GFF GARAGE FINISHED FLOOR
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE,
FL FLOW LINE CHAPTER 70, AS AMENDED BY ORDINANCE 457.
HP HIGH POINT COUNTRY WALKPHASES-
FS FINISHED SURFACE & 9 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.
TC TOP OF CURB DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
22 LOT NUMBER
3 = PLAN NUMBER
3. MAXIMUM CUT AND FILL SLOPE - 2:1.
3AR A = ELEVATION
4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
R = REVERSE PLAN ALL FILL SLOPES OVER 5' HIGH.
0. • DF
DEEPENED FOOTING
�-�'� STREET LIGHT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
coo FIRE HYDRANT PHASE SEMEN BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
RETAINING WALL (BY SEPARATE PERMIT) SEE SHEET 2 FOR ALL FILLS OVER 1' DEEP.
(ALL WALLS ARE TYPE I-B, PER CITY OF
TEMECULA STANDARDS UNLESS NOTED MI B. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF
TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
OTHERWISE ON PLANS) FL. 2' COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
® ELECTRICAL VAULT ELEV. IS EQUAL TO OR GREATER GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
0 SEWER LATERAL MIN. MIN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
DEEPENED I THAN BLDG. PAD ELEV.
@ WATER LATERAL FOOTING SCALE.- I"= 100* CUT/FILL SLOPES.
OF CUT FIL
'11F INDICATES LOWERED GARAGE WHEN
REQUIRED IN � 7. PROVIDE A BROW DITCH,
FINISHED FLOOR D ELEV. W ALONG THE TOP F CUTSSLOPES. HANDLE 100 YEAR Q STORM
2.1 MAX. FLOWS, Lo G E o 0
S. FINAL
B INDICATES BACKFLOW PREVENTER REQ"D �• 3�
2" MIN. � MIN. EIGHT THAN ONE FOOT.
PACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
2X MIN. PHASE
21 X MAX.
MIN. + SEE SHEET 3 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
I
PAD Ey. + + LEIGHTON & ASSOCIATES DATED MARCH 25, 1991. TWO SETS of THE
- - - - •' FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
LOT N0. +9 + DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
�► , �' MIN. +, , + RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
o•r „ ,. 12" MIN. (SEE FOUNDATION PLAN) DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
c z SECTION „ A-A 2X MIN. -�- PRELIMINARY SOILS REPORT.
N.T.S. 21 X MAX.
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
I Z I + + + LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
z. I 'L :+. �b + !i DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO-
BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694
+ ►`i �'S 6411.
!4
+ 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
F.F. ELEV. 5• ' FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL
PAD ELEV. MI + BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
0 + 4 r FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO.
i AFTER FINE +,p ' °"- �'1 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
GRADE, PROVIDE '
P 5'WIDE BY 1' S' 10' MIN. + 1,�- ,;' 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND,
G.F. ELEV HIGH BERM + .+ + HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
zz OR E UIV. MUD SILL DELETERIOUS MATERIAL.
� Q
1, 6" MIN. �. 1
K o et / + -� 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
ddd
`+ pAQ / '. �� THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
CURB FACE SIDEWALK ' 13 + .` NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
2 o Mf + �� BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.F
DIRECTIQN OF FLOW 2% MIN. 12 MIN. (SEE FOUNDATION PLAN) + 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
NOTE: G.F. ELEV. IS AT THE FRONT EDGE 21 X MAX' PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
+ 14 + SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
PICALOT., FINISHGRADINGSECTION " B-97 SEE SHE 3 SEF 4ADJACENT PROPERTIES.
N.T.S. N.T.S. PHASE NW
C'
15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
METHODS.
(T X 1 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
50.00 CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
s' BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING
VERTICAL CURVE OPERATIONS.
50.00' s' FRONT OF GARAGE INDEX MAP 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
MIN. SCALE: 1" 100' TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
L-11 50.00, 8' ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
lot VERTICAL CURVE VERTICAL HEIGHT.
18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF
F-1Q BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
���• REQUIRED, THE
ELEVATION MEAN SEA
BEG1 EN. FAN ELEVATION RESPECT OLR
NWITH RESPECT ADJACENT HALL
D
n
Q SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT CX
`O 20.33' to 31.33 GROUND SHALL BE GIVEN.
21.00 9.17
cO 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH °f
to ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND
r- - PROJECT COVER. SLOPES OVER 15" IN VERTICAL HEIGHT, IN ADDITION TO GROUND cd
i+7 0 '"i 5.75
Y COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR 5
o I N SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON
N N ; CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS.
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
J' IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., Ci
-TYP,.DRIVEWAY EROFILE CHAPTER IO.r, a
N.T.S. �` 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT A
NOT LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. w
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
SHALL BE PERMITTED. }
QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
TQM_; QUANTITY 9 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. o
CHARDONNAY 11ILLS MODEL, FOOTPRINTS
FINISH GRADING 135 CY 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENT'S DOES NOT a.
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
,,�d►�' -ICI FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING 1
PA PLANS PREPARED FOR: PRIVATE- ENGINEER'S NOTE NI'M�` SHACONLL BE TPROMPTLY SUBMITTED ION. UPON ATO THETHE PCITYPE GINEER FORRIATE PLAN SEVIEWUnderground Service Alert IONS
SOILS ENGINEER: PLANS PRE RED BY. A� AND APPROVAL. "I
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR
Call: TOLL FREE LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 24. TOP OF FOOTING ELEVATIONS SHOWN ON THESE PIANS MAY BE a.
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL ORCNI
DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE LOWERED, PROVIDED THAT THE STRUCTURAL HEIGHT AS SHOWN ON STANDARD
1 -800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS YICINITY�iq_ P DRAWINGS IS NOT EXCEEDED.
422-4133 SUITE B 205 PLANNING • IWItiLREEWC • SURVEYG MISSION VIEJO, CA 92691 FOR APPROVAL BY THE CITY. N.T.S. °C
SAN DIEGO, CA 92123 654o Imk Boulevard. Suite C-225 . Un Die CA 92121 (714) 598-8500
TWO WORKING DAYS BEFORE YOIJ DIG (619) 292-8030 (619) No-not
�• LD 97- 112 G R g
U
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By 9$ Drawing No.
SCALE Esse RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
OF RIVERSIDEB.M. NO. T-n-M
A• y FA FA RG
Contractor .5" BRASS DISC IN CONC. CYLINDER LOCATED FROM Horizontal - Plans Prepared Under Supervision Of FOR-
L'S
INT. OF FRONT ST. & RANCHO CALIF. RD., 1.6 - - p p PRECISE GRADING PLANS FOR. t
I.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH ACCEPTED BY: DATE: 7 98 •--
ARGARITA RD. IN THE NX CORNER OF THE INT. N/A �� 4321 PRINCIPAL ENGINEER FOR CITY ENGINEER I
Motor ' E. OF A r (:FIAINUNK FENCE. 21' x 1d' AROUND, / EXP. 3/31/oo �� Date January 22, 1999 RONALD J. PARKS CHARDONNAY Ho
. CALIF. GAS VALVES, 40 N. OF P.P. (NO.#), 94
. OF CENTERLINE OF RANCHO CALIF. RD. FIBER-- verctcal �,� / V \�' �r M A R WA N A. YO I S TRACT 23101 -4
Date Completed SS WITNESS POST SET V W. OF MONUMENT. `
19744 SEPTEMBER 30, 2001 PHASES 7 8 & 9 Sheet 1 of 4 z
J. DATE 9-13-82 ELEV. 112&410 N/A R.C.E. No. 43217 Expires March 31 2000► R.C.E. No. Expires __-
i
� C
_" rr _r .� ,
0 ..a2
61.05
�C' ~ 68.99' G' '`� N4at771018" res
� 2: 1 60.167RAO Ry
.�
Ilk 104.06
Z �, ,�. ,� ,� 2: 1 95.060.9 '
63 A rG N
2.- 1
' r
1211.5
,Q
•5 1BR N PA1271.1 "
� w FG w° N
6' �• �� � 10•�,, fF =1271.64 � p � LZAJ
v
So 1 ti �3
t-'..,a #3 -f27r.4 41
t�, HP
a 9 4 0 ,� 127y 9t pia ,2,r.r 4 p
-� ..127 '� '�-�2�►.
P��1271.40' v, 0 "� O FF 'x127220 � "7 �rF ��� 1259.0
o t' h o c -4 FO
0
b 127y 40 '�
c 1 62
' GfF1 b �d I
1 w 271.70 1��0 '� Sry
1270•90
# ~' 0' 4 D.9FL-
J ��j.
1 OFF w �� •• f14 ;n
127 �►
�2s8 N •� 50•5 .17 Z�00. o rpARcEL $
60 1 10� 1 �'o 6� P
�
'mss AJ4aeL MAP
D -. ------- ------ __ 42 �• M �4�¢
-� _ - -- - -- � � j- - 73' ti OHO � -'48
j ��► - w r��M '� �� N �. o.1' DF
' r�, 1269 2 26 N,, N �� ° ��. tib1*0
o2
% OPP
cc-1
oA
ASTIAN/
•!-' F•L'
C1
FS
Z
7 •D2ovA
0.0
N
... 45.,38
# 9 ti 6
b9'9�
� o
v�
loww
•,
10.
5 '
1 F� 12'10-5
..
X
N
.1271-00
o GFrar1271.50
1271.
G
v
F
PADm 12T1.".f o .. ..
_ FF =1272.OID
2.- 1
J
40w1271-0 85 39
1271--50
CD FF
v r
C> 4 9 w
1
M
D Q 10-
30.93 �
2.6'700
1
r r
rn
r
JPA r
�. z
m
SEE S 3 X
Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR:
Call: TOLL FREE LENNAR HOMES
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC.
1 -800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR =
422-4133 SUITE B 205 PLANNING . ZNG1109FM . SURVZYM MISSION VIEJO, CA 92691
SAN DIEGO,
CA 92123 e540 imk Boulevard. suite C-22I3, San Diego, CA 9212t (714) 598-8500
TWO WORKING DAY'S BEFORE YOU DIG (619) 292-8030 (619) NO-99oi
LD 97-112 GR
0
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Zy r• Drawing No, v
9 a
o. OF RIVERSIDE B.M. No. T-29-at � A. r FA FA RG
RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Co�ltroCta .5" BRASS DISC IN CONC. CYLINDER LOCA10 FROM Horizontal �i � X
E INT. OF FRONT ST. a RANCHO CALIF. RD., 1.8 _ � - Plans Prepared Under Supervision Of � 17 g8 PRECISE GRADING PLANS FOR� k :
I.S N.E. ON RANCHO CALIF. RD. TO INT. WITH
Inspector ARGARITA RD., IN THE N.W. CORNERR OF THE INT. NO• 43217 ACCEPTED BY. DATE.
1' E. OF A r CHAINLINK FENCE, 21' x 16' AROUND EXP. 3/31/oo "�'�^'� January 22, 1996 PRINCIPAL E pNEER, FOR CITY ENGINEER CHARDONNAY HILLS
0. CALIF. GAS VALVES, 40' N. OF P.P. (N0. 94' Date RONALD J. PARKS p
. OF CENTERLINE OF RANCHO CALIF. RD. FIB&- Verticd `�► / �r MARWAN A. YOUNIS o
Date �o�� SS WITNESS POST SET 1 W. OF MONUMENT.
TRACT NO. 2311011 �4 0
DATE 9-13--82 E!". 112&410 N/A R. E. 43217
C.ENo. Expires March 31, 20QQ R.C.E. No. 44 197Expires SEPTEMBER 30, 2001 PHASE SEVEN (COUNTRY WALK) — LOTS 1 -9 Sheet 2 of 4 zv
SffLrIe
�Illjlllllllllllllllll 2
OP r
----- --
- --- - --- ...... -----• 1269.9
�1 . �ti �,. •,�
• 6 - 2 A ,1111
20.0
.& -4 PL A
G _
23.5 N N 6 10.21 $ .`� N �, � `��► N
c�
• _._.
�NJ
s.� 1 �
s _..
ti ..........
cp . pF o�
Q o Ca �� 012�'
ss 32.89
�' A Np ��/STA CIrv'
>SIONO1'1/C
'169 jour
Cl) rAA
b '•`� P. 1282'75
ub 141
• %N 4, s�. N
20.
F 4 `� ��ss � 5 �1270.� •s vim-��0150 - - _ -
s ^• .o
r. Qo
6 -
269 A
6 p�0�� � 127
p Z.3 p O qcx` 9.
-rW 1271. ?7 s 1�j)SO 121 FW s
1 1 1269.0 1275 00
i3
0�- rF � o
30
1��ID.5 �� F
90 TW12
PADS 1
: 1.40 12
.Stt1 � :127
�"•fir 1ti °, j
�' •a, r I 6 1279`� A`X* a&I Tjs �r�' 7W , 8
0 127 7a 11
wool •► 3.2 /4.400L 128
Ib #0440. CIIJ 26.4
F F
'-� k• 1272'9 � � �"' � � oI fA?84.
• 23.7' 1 �' -r�' 1269.5 �1 i �?�f Obi
1.LQ 6b igra, p 7
P 10 r 1'1
20.or Z •�r�� P b'�
128
10.2x 1.7 IN to 8 .� r 4.2 N
,mss 40 0r• '�I,ti w 1
C) 9 ti g0• 3 g CII
�s 4 1 Z8 ~
AWD*,
FG �:O 17
c�
o
b''j,
2 F•�' a ti u
O�
FG � �• o
, 1
1 -� 8
c M 12s5.6 2
h s8t3% HP
cc �' c!� v+ •'4�
9 pA
��6 y L% PA
22 ��. � 82.05 pA!. 114 AdAp
4-48
23
126 .5
•�' 3
X26.3 Tom- ;1► 4rP 2>>o
•6 ,� , o a
• 24 -
CX
8T 4
4i
4
d
� cy � .. -. �9 151• a
19.18 Lei
x
1a.
I
r
0
Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR:
9 `4
Cali: TOLL FREELEicHTON er ASSOCIATES LENNAR HOMES
OF CALIFORNIA, INC.
1 Boo 3934 MURPHY CANYON ROAD GROUP
422-4133 S U ITE B 205 PLAI+INING • E'!1G • av�G 24800 CHRI SANTA DRIVE a
,0
SAN DIEGO, CA 92123 65Lt„k Bo,l.ard. SunSane C-225 a Diego, CA 92121 MISSION VIEJO� CA 92691
LD 97-112 GR
TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 560-9901 (714) 598-8500
SEAL'. Designed B Drawn B Checked B / Drawing No. t
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK g y y y �* 0� 9$ TEMECULA OF PUBLIC WORKS
SCALE �� RECOMMENDED BY. DATE. CITY OF DEPARTMENT
OF Rtv�DE B.M. NO. T-29--M A. y FA FA RG
]C
Contractor .5 BRASS DISC IN CONI. CYLINDER LOCATED FROM Horizontal _ - Plans Prepared Under Supervision Of
PRECISE GRADING PLANS FOR: f
E INT. OF FRONT ST. ,t RANCHO CALIF. RD., 1.a
Z7 9
L'S N.E. ON RANCHO CALIF. RD. TO INT. MATH NO. 4321� w ACCEPTED BY: DATE. 'I
IN THE NX ACCEPTED PRINCIPAL ENA NEER. FOR CITY ENGINEER CHARDONNAY H o
hn speetor AE.G OF TA r�CHAIN NK FENCE,
OF THE INT. , Jvn u ar 22 1991
' 21' x 1a' AROUND � EXP. 3/31/0 � Dote y RONALD J. PARKS
. CALIF. GAS VALVES, 40 N. OF P.P. (W. . 94 �. ��' MARWAN A. YOU IS TRACT NO. 23101 -4
OF CENTERLINE OF RANCHO CALIF. RD. FIB - Vertkd � / V
Dote Completed SS WITNESS POST SET 1 W. OF MONUMENT. ,�,� ' 744 SEPTEMBER 30 2001 PHASE EIGHT (COUNTRY WALK - LOTS 10--19 Sheet 3 of 4 z
J. DATE 9-13-82 ELEV. »2&410 NSA R.C.E. No. 43217 Expires March 31, 200 R.C.E. No. 9 Expires __
00,�
V -- 19
'� 1 w
r 6 17 18
15NPAD=I?.84
t~i W .1
PAD"12775 PAD=1280.3
PAD=1271 .5nVF
PAD=127�•5 .
3
�1 F ,��► 1Z FG
N � �
PAD=1267.7
N
see0 13.778 71 40.01 20.72 62.1068.4
EXIST. 2: 1 i FG
. .
SLOPE ,y
24
20
1'L �P 41 21 -� ? w
O 0• r
• 2 �Q 23
� • •/�
COD
0�-
PAD=1266.9 � 7 ^• � � �" 1 �1. 1271
0A !T O o, FG
a� 1 co Ilk, VI
-13 1268.9 TW l°�10w�2,7j,.D 25
o
$
12 --j
126 �x- �12�•
r V'3 o ft 1266.2 D~ sp
V
• -
op
P""121198-5 PA�1�'9. °
o .
W X1267.q� f`F 1269.91p
� '� 0 4 r
� 4- P'Df2 2 g9 �o tip
B� "? FF AV1288.
P,,01 0 717
01 aw1267.70 � o =1271,00
� 1 4 ids
.49
o d+ 1 -�
h 8F
° _ ebb•��' � $� .
Gfrar 1265.50 G)'F 1287.20ter, ` �rV, P p
6, 9
isUj .0p 6. vs 1265 7Grr268.20 o
low 02 C* io
Uj Nk Cb +
� t'' r � 29 •
AG
��t► 6 _ .. _ . . _ -. � o tib � •6�'
PAD=1265.8 R 6 g •05 •9 13. 7 43 270.9
�� ..- - - - 'rFI-
F 26
G 15 600
5� - - - - - - - .. - -- -. - -_. - X09. PARrE'�' S P
00.10
G
G 12`b 0 �a , G �� �� PARD 'L
-� #'Os 00. 6% e 0 0.5' DF P'M'
. �. � �7 . �G 2702F�• � C,J
k•
� w
�
20.4! K
26 127 • �
1 G 6 1269• M •S c,,
W
1 70 Z C 1 VSM 5 pp• ,� ,
14 0 N 40
1270. W ?�
PAD=126.1 7 '� W ►�`�' ,v N ��Xco cS 2oe7
Qj -.9
4.9 6 00 �'�S 40 ��s,�s8 -tea* - - � 12 0 �►
2 ¢ -� un6�' FL `D
4
N
p 1266.9 0
� � J
T1Y 126 '� Q So�O Nc �+ °L
- � 85 Vr � � .r � �.
BF �` 1265 x=126 s 1
p .2 8.10 1,269.9 N �ry
•
126
o1266-5 c,
�►
1269.8 7 .
rFF PAD�1�rI OF ---a G
iI�v 218.60 �• 1►
.-
OA012 6 w ''1267.40 1.10
�'� 7
127 � .
o b r 'crr 1 70.9
PA p�w'270 2 v `
1IV W8.5 - FF
117- 7265.2 M 1267.0 1270.7o •
092.66' 3 wr `
loop 0) 60 4r-
3z (Z) V;3
N •�► N c0 OLPFI
"Ovo 06
III
.�
�3
cti V.4RIA BLE ,SL poE- 30
6b. 62 22• `�•
m
0•�G c� � _ 6' �� 1270.9 36 83
P AGS � Lo I�'G �`- � �'iD �� V` '`OpSM '�
'0001/
Vqd.may. •�3 � x
12
RX94E SL opt 1.3 X
SLOPE • �G of
a.
I
Under round Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR:
a
9
Call: TOLL FREE LENNAR HOMES
LEIGHTON & ASSOCIATES OF CALIFORNIA. INC. ' "
0-
C14
X800 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR
422-4133 SUITE B 205 PLANNING ENGMERMO * SURVICT, MISSION VIEJO, CA 92691
SAN DIEGO, CA 92123 6540 Lusk Boulevard. Suite C-225 „ San Diego, CA 92181 (714) 598--8500
LD 97-112 GR o-
TWO WORKING DAYS BEFORE YOU DIG (619) 292--8030 (619) 560-9001
v
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Ess Designed By Drawn By Checked By Z7 aJ$ Drawing No. Q
SCALE RECOMMENDED BY: DATE. CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS •.
o. OF RIWMW B.M. No. T-29-81 �,, A. FA FA RG x
contractor .5~ BRASS DISC IN CONC. CYLINDER LOCATED FRawI ~ PRECISE GRADING PLANS FOR
INT. OF FRONT ST. & RANCHO CALIF. RD., 1.e Horizontal _ - Plans Prepared Under Supervision Of
L'S N.E. ON RANCHO CALIF. RD. TO INT. WIN ACCEPTED BY: DAIS: Z7 9�
ARGARITA RD. IN THE N.W. CORNER OF THE INT. N0. ,3217 PRINCIPAL ENGINEER, FOR CITY ENGINEER
inspector , E. OF A r RD.,
FENCE, 21' x 16' AROUND EXP. 3/31/oo January 22, ,996 CHARDONNAY HILLS
Date RONALD J. PARKS �
. CALIF. GAS VALVES. 40' N. OF P.P. (NO. , 94' TRACT NO. 2 4
OF CENTERLINE OF RANCHO CALIF. RD. FlBR-- VI11 `� i MARWAN A. YOU S c
Date Completed SS WTNESS POST SET 1 W. OF MONUMENT. �`� SEPTEMBER 30 2001 �COUNTRY WALK - LOTS 20-32 Sheet 4 of 4 z
DATE 0-1a-�-e2 0" 112&410 NSA R.C.E. No. 43217 Expires Marc-31• Z� R.C.E. No. 19744 Expires _ , _ PHASE NINE