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,LEGEND S I w• <
P/L ..
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HIGH POINT
HIGH POINT
TeCe OF CURB AD ELEV. -0.3' MIN. PAD ELEV. -0,3 MIN,
INV. INVERT
15 TYP
P/L > .
P/L P/L 1 leALLEJ
F,L, FLOWLINE •
n AV
H,P, HIGH POINT
____-- FINISHED A A C ° C D a . D A,�q =�_,..----.__F.F. i I
F --- FINISHED SURFACE I f
.S. ..
/ Q. 4
=me wommm MEMO'L.F. - LINEAR FEET I •. *• } �,� I � `� .• nia ;
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a0a.fF ��
T.G1 TOP O GRATE
, _`/? ( •. cam'. SITE
G.F. -- GARAGE FLOOR I
41
P.E. PAD ELEVATION .
♦Cr •.`lf � ,,,3►tiaT fr's,••.t •:r �7r' I
AIR RELEASE VALVE - -�� y'
1 . r ••:�
% A. A,
Q WATER METER1%
q • a a r
a 7 I f� o� I � fro \ ( .;'•
MAIL BOX
STREET LIGHT
TRACT' NQ . 19872-2FIRE HYDRANTnf.
TYPICAL SIDE YARD pl ,
EXTRA DEPTH FOOTING ,
I � cl• I �) ,
FENCE "- �_. ....__��... .�_�. ;r:.,.w. _ ... ...;•_._.... _.__... - �. .... ... . _
P/L
I 12 MIN. ABOVE PAD ELEVATION '' r` '7
EJU-0 RETAINING WALL
1 5' MIN 3' MIN 29
COMPACTED 1 5' N
N QA
AREA DRAIN SYSTEM - 34
30 3 1
-•--'( }--- ----• BERM 12 MIN. 6 MIN. � � 1 2
CATCH BASIN ABOVE PAD I ROUND OFF TOP 35 1
BLDG, PAD ELEV. a 8
00
d
2 CONSTRUCTION NOTE _ QX.
2�°�°"' °• • ............
TRACT NO , 19872-3 � COURT •
27 SH I CAL I ��
3
INDICATES COLOR iciniMap ;
scala 1'- 4000'
SECTION A A SECTION B B
L ? LOT NUMBER
� ` ."9.Fr 26
t}x �� ���R��" r M �����. � 1989 THOMAS
FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER +yas; � �kr�t �� , '� 4 �� g� 0 4I 40 9 36 H MAS BRoTHOP MAP �- RIVERSIDE COUNTY
" �x< fi�' x` dt!' i c'* 3 8 '
1 1 PAO 136
INDICATES MODEL THAN 5 IN VERTICAL HEIGHT THAN 5 IN VERTICAL HEIGHT o,
Y� ?r, •.,a'iF 'A*N da','. �. ^:' fi vpN ,''..�M.C-'=V 3,.'..
/4 R UNIT" TYPE
INDICATES ELEVATION P/L
5 MIN. 5' MIN.
5' MIN
3' MIN. 1' MIN. I' MIN. 3' MIN. 3 MIN. 2 MIN.
)- INDICATES AMOUNT OF WGRADING NO TES
TI a 46
i , DMEMENEEM
rl 45 47 Need
l a 4EXTRA DEPTH FOOTING , sl L MUDSILL 18 /�' 4 3 4
MUDSILL x.
6 MIN.
MUDsI � 6 MIN.
6" MIN. �
ALL GRADING SHALL CONFORM T 0
. � THE UNIFORM BUILDING CODE• CHAPTER 70.
AS AMENDED BY ORDINANCE 457.
� a. MSN. •\�P _ M,q �� 16 15 14 ZUMA DRIVE
z,�� 2 o M�► 4 4 M 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX
°MA 6" TYP.
ti
"FAULT HAZARD AREA" AS 54
53
5 9 r
SECTION C C SECTION D D
DETERMINED BY DOUGLAS .✓
E. MORAN. INC, ENGINEERING 1 2 =l F r A M x=+
r
GEOLOGY AND SOIL ENGINEERING. , , ' wr
� n 3. MAX I MUM CUT AND F I LL SLOPES = 2: 1 .
REPORT DATED MARCH 10. 1989 a , r
e
NOTE AND APPROVED BY RIVERSIDE
4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
0A, , �L� G F I LL SLOPES OVER 5 ' HIGH.
COUNTY ENGINEERING GEOLOGIST 10
44 ��* .
NO WALLS ARE APPROVED FOR CONSTRUCTION ; ; dtl{
ON SEPTEMBER 12. 1989. 55 -.Er '" 'X 5• ALL GRADING SHALL BE DONE UNDER TH
UNDER THIS PLAN. ALL WALLS TO BE APPROVED/ E SUPERVISION OF A COMPETENT SOILS
9 61
56 60 t ,rk ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED
• CONSTRUCTED UNDER SEPARATE PERMIT. ♦ 57 58 59 � "" .,� `� �;+�sr;�ka�
a
AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 '
8
7 k 1 DEEP,
l vF! � fi2`F�f�. � � F �
e. . ;��} rl T Q 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE ENGINEERING
a� TECUMSEH COURT
yy ,r• e rs dj' 2 y4 .+#- Y • y ;'4 l'4. 9'.F"k .d
#w 4S"a DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
�. •��A ���� � Rey�'
ACCORDANCE W
WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF T
7 3H E
7�2 6 4 BUILDING PERMIT. CERTIFICATION i F I CAT I ON SHALL BE T N
, O L I E, GRADE e ELEVATION
71 70 69 68 7
' � + � a�,. ., y.,X IN .•)z�:e6
,s N",
AND LOCATION OF CUT/FILL SLOPES.
75
66 65
T e PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR, Q STORM FLOWS. ALONG
'76
TOP OF CUT SLOPE.
2F :�.� 77 N
' 8e FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREAT
' ' E R THAN
I 78 .
ONE FOOT.
1
� 00
• 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
TRACT NQ . 1'9872
THE PRELIMINARY SOILS INVESTIGATION BY
NINYO a MOORE DATED FEB 23, 1990
r
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
I i _j IN E MAP CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOT I FY THE CITY OF TEMECULA ENGINEERING
SCALE : I " = 100 ' DEPARTMENT TELEPHONE (714) 694-6400 AT LEAST 24 HOURS IN
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS
INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION •
0 ACH LOT.
TYPICAL. HOUSE FOOTPRINTS
II . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL Q
CONSTRUCTION NOTES QUANTITY ESTIMATE I
SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE 0L
N0. ITEM QUANTITY UNIT PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION
AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457' PRIOR TO �
LOT 6r?�►v 1 cQ� (56 LoTS X 15 c•Y. t�e� i-0-T) 870 C•Y. z
:= • - THE APPROVAL OF F I NAL I NSPECT I ON. ...
I ll °"�. p` , ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. Q
'� mfr �
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT CD
r
�f ? BENCHLESS THAN I /2" PER FOOT FOR A MINIMUM OF 3 FEET.
MARK
�. Cly
RIVERSIDE COUNTY 600---62--69 APPROVED
,� . . U
BRASS DISC SET I EAST OF CONCRETE POST
MARKER STAMPED 68
lR 11 -
� � ' RESET 2. 9 M I LES SE ALONG PALA ROAD FROM POST OFF' I CE AT pC
,...'ass;w,.;,:•1 a �'r•
DOUGLA Me STEWART R. C. E. #37254
TEMECULA 29 ' NE OF THE PAVED ROADS 5 ' NW OF TEL. POLE NO.
DEPUTY CITY ENGINEER EXP. DATE. 6-30--92 CL
6295 C.W. T.� 3 ' SW OF 36" CONCRETE STANDPIPE. ELEV. 1039. 378 CITY
OF TEMECULA DATE: � ' ,� 111
----
SDIL.S ENGINEER, OWNER/t�EVELOF'ER BASIS OF �I Rr��tS�dl.oYvr�QiNA�� � �� �L�v�� �
BEAR I NCS / R5F o CONS-rRUCTE50 o
T ��L.�G-T A� N SHEET Robert Bein, William Frost & Associates LOTS 1?'-� 15, z&� 41 4a(44 �2- Oo
NINYO AND MOORS KAUFMAN & BROAD �U► CD
THE BEARINGS SHOWN HEREON ARE BASED ON THE JOHN' LeSAGL ----
10225 BARNES CANYON ROAD 12520 HIGH BLUFF Dn. STE 120 PROFESSIONAL ENGINEERS.PLANNERS & SURVEYORS
SAN D I EGO. CA. 92130 CENTERLINE OF PALA ROAD BEING NORTH 47° 44 '36" 28765 SINGLE OAK DR I VE.SU I TE 250.TEMECULAXAL I FORNIA 92390 TRA CT NO* ",,o
SAN DIEGO. CA 92121 WEST PER TRACT MAP 19872- 1 IN MAP BOOK 154. (714) 676--8042 DRAWN SCALE 0
619 259-6000 PAGES 7-- 1 2 RECORDS OF RIVERSIDE VERS I DE COUNTY, YODBI? 1" 28'
(6191 457--0400 -
CAL I FORN I A. DESIGNED JOB NUMBER OF 6�
E--.
DATE S DATE BY DESCRIPTION APP'D DATE
JOEL* 400181 � U
CHECKED DATE .• Q
MIH LOTS 7 -- 7 8 oc
MICHAEL A. TYLM R. C. E. 43090 EXP. 3/3 I /92 R E V I S 1 0 N S J.P.L. 1 11 91
J.No 400181
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DOUGLAS . STEWART R.C.E. 37234
DEPUTY CITY ENGINEER EXP. DATE -• 0•-92
CITY OF TEMECULA DATE:
w �
���'�SS�p .
�e ��'� SHEET
ITY 0 F EMEC LA
-4!4;
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Robert Bein William Nost & associates
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�� PROFESSIONAL ENGINEERS.PLANNERS & SURVEYORS • JOHN LeSAGE.
A"4� 19872 TRACT" NCS - 4
EXP 3131192 �I2028765 SINGLE OAK DRIVE, SUITE 250. TEMECULA. CALIFORNIA 92390
SCALEo
n """'' (714) 676-8042 FAX (714) 676-7240 DRAWN SCALE
PREPARED UNDER THE SUPERV ION OF:
� A5C YODER I " = 2fT' 6
PREC I SE GRAD I NG PLAN
OF
'OF C _ DESIGNED JOB NUMBER
J' P. L. 400181
DATE ct DATE BY DESCRIPTION APP 'D DATE
-- --
MICHAEL A. LMAC R. C.E r 43090 EXP. 3/31 /92 CHECKED DATE LOTS 7 12 & 75, 78V N
R E 1 3 1 0 S J. P. L. 3/ 15/91
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LOGY AND 0 I
E,MORAN, INC. ENGINEERING GEOLOGY _
ENGINEERING.REPORT DATED
MARCH 10. 1989 AND I
APPROVED BY
RIVERSIDE COUNTY ENGINEERIN o I
-- SEPTEMBER 12. 1989 °
GEOLOGIST ON SE I
19072
GEOL �. .
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NO WALLS ARE APPROVED FOR
CONSTRUCTION UNDER THIS PLAN,
CONSTRUCTED O
ALL WALLS To BE APPROVED i • '(• �. 1 1056. 65
UNDER SEPARATE PERMIT. /
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/
APPROVED'BY,TRA NO /
� , ` .
DOUGLA M. STEWART R.C.E. 37254
SEE SHEET 2 DEPUTY CITY EN INEER EXP. DATE 0-92
CITY OF TEMECU A DATE:
SES "` REVl5V.D �o`T 1�RAINAC E F i LEN'S
'� ��v/o 18h0h1 RBF +roRF L SGT �►
5 co"G�TRucrED oN SHEET
A.. ? �
/�I �/ 1
LOTS 3 I�.
Robert Bein, William Frost & Associates Cl Y OF EMEC LA
�RC � JOHN LeSAG
e E43 PROFESSIONAL ENGINEERS.PLANNERS & SURVEYORS
)(P 313102 28765 SINGLE OAK DRIVE. SUITE 230. TEMECULA. CALIFORNIA 92390
TRACT' NQ � 19827' �- 4
(714) 676-8042 FAX (714) 676-7240
WON SCALE
PREPARED UNDER THE SUPER` I S I ON OF: ►�,IYODER 1 " = 20 '
PREC I SE GRAD I NC PLAN OF6
DESIGNED JOB NUMBER
O,F
DATE '' DATE BY DESCRIPTION APP 'D DATE
J.P. L. 400181
--
MICHAEL A. TYLM R. C. E. 43090 EXP r 3/31 /92 R V I S I O N S
CHECKED DATE LOTS 13 1-.8
E JrPrL. 3/ 15/91
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/ I I DEPUTY CITY ENGINEER EXP, DATE 6/30/92
CITY OF TEMECULA DATE: .
/ J
/ REVI5ED LOT Dt�_ 4,IN� f`r 9.L4V's
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�^ PROFESSIONAL ENGINEERS.PLANNERS & SURVEYORS
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EX� ` 131r��2 t7I41 876-8042 FAX (II4) 676--7240
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DESIGNED JOB NUMBER
DATE DATE BY DESCRIPTION APP 'D DATE J r P. L. 400181
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CITY OF TEMECULA DATE: '
RF-VISF-D LO ORA iN►AC-QF. P.F. L �, SHEET
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/9Robert Beira William Frost & As1 JOHN LeSAG
PROFESSIONAL ENGINEERS.PLANNERS & SURVEYORS
TRACT NO r 19872
28765 SINGLE OAK DRIVE. SUITE 230. TEMECULA. CALIFORNIA 92380
�� DRAWN SCALE
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TRACTN 0 DOUGLA , STEW RT R.C.E. 37254
DEPUTY CITY ENGINEER EXP. DATE / /92
CITY 4F TEMECULA DATE:
rr i s �ES�S SHEET
�SCALE 1 20 � �. ►. r Robert- Bein, Wiltiam Host. & AssociateCITY OF E EC LA
s
PROFESSIONAL ENGINEERS.PLANNERS & SURVEYORS JOHN LeSAGE
E 4 '4Q 28785 SINGLE OAK DRIVE. SUITE 250. 7EMLCULAP CALIFORNIA 92390
TRACTNO a 1987'2 4
EXP 3131 2 (714) 878--8042 FAX (714) 878--7240 DRAWN SCALE
PREPARED UNDER THE SUPE I S I ON OF: A3C/YODER I " = 20
PREG I SE GRAD I NG PLAN of6
DESIGNED JOB NUMBER
�1F �� � J. P. L � 400181 DATE DATE BY DESCRIPTION APP /D DATE
M I CHAEL A. TYLP N R r C r E r 43090 EXP r 3/31 /92 CHECKED DATES ...�
LOT �� ol 8 64Y-74
R E V I S I O N S Ja / 15/91
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