HomeMy WebLinkAboutLot 149-160 - PreciseGrading LEGEND
VICINITY MAP -
NOT
TO SCALE
►110 EIEC.
TOP OF CURE - -_-_ 0000.00 B k/FQq�y/4 Tpf�
T . C. PALOMA DEL SOL
f LOW L 1 NE -- - F .L.
HIGH POINT 14.P.
F I N I SHED GRADE F.G. 13 m 1 1 TRAC m 24133 = 1
A s' A If lap1 5, C IEIIUPI D
NO
FINISHED SURFACE F. S. YIN MR[MR[ 1. OWN IOTID I MI YIN 1oTT01 I
r 1 A NMI_
GARAGE FLOOR GF 0000.0PRECI E RADING PLAN
c PAUDA
PAD ELEVATION PE 0000.0 X1= IZ x1i '1 74
> > > W �AD t
FINISHED FLOOR FF 0000.0
WATER SERVICE w
SEINER SERVICE
LATGH ®Aswim i G.�.
4� pica t
F 1 RE HYDRANT xy
TYPICAL SIDE YARD DRAINA E
DRIVEWAY
MIR►. T9
STREET LIGHT
TO SAN DIEGO
SLOPE III 12" MIN. P/L 8 ' MIN. SLOG. PAD 12" MIN. ABOVE PAD ELEV.
ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV.
EXTRA DEPTH FOOTING - PROJECT SITE
INDICATES AMOUNT OF COMPACTED ROUND OFF TOP
EXTRA DEPTH FOOTING • X BERM 6" MIN. P/L
;, 5 •
ACCESS RAMP - '� - FM ••
12" MIN. TRACT NO. 24133 - 3
a 2: 1 MAX. 2% MIN. TRACT NO. 24133-2
LOT NUMBER
• 2, MIN. SECTION A - A 21 Y. MAX. SECTION B - B ,
I ND I CATES MODEL FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES r r? ' �s� , GRADING NOTES
a r
UNIT TYPE 4 THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT V`A, VA r '?rr� 131 I . ALL GRADING SHALL CONFORM TO THE UNIFBUILDING CODE, CHAPTER 70.
B rt0 -� rrr/ ►r� 139 AS AMENDED BY ORDINANCE 45T. 7
INDICATES ELEVATION 183 feea9 r t? r 13 r.l'rs r r` r r r rs dI�'�O e9 r;sem 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SMALL BE a 1 Z.
?4 07 g 1 far
THIS LOT REOUIRES A BACKWATER VALVE 0e ELLE 3. MAXIMUM CUT OR FILL SLOPES - 2: 1 .
s MIN.
PER SECT. 409 OF U.P.C. P/L S ' MIN 6" MIN S ' MIN• P/L 23 '°I''m , �� 4 138 A. PROVIDE S' WIDE BY 1 ' HIGH BERM OR EOUIVALENT ALONG THE TOP Of ALL
PER APPROVED - � 6" MIN. r g 33 W
3 ' MIN. I ' 1 ' 3 ' MIN. 3 ' MIN. 1 ' or r0p St $ -.1 > �'s9 FILL SLOPES OVER 5 ' HIGH.
WATER AND SEWER PLANS. (SEE INDEX MAP) -�'"
(NOME F�QUIRED) MUDS 1 LL MIN. MIN. MUDS I LL MJDSILL MIN• 6" MIN. ?1 �� SI el W 14p S. ALL GRAD I NG SHALL BE DONE UNDER THE SUPERV I S I ON OF A COMPETENT
sip ilk 141 141 f SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
29 331g27 30
,r 4g /42 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
37 OVER I ' DEEP. •
12" MIN. 12 ' MIN. 12" MIN. J�►•G r c 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEWICULA
2. 1 MAX. x, 0'1' , Bp ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF OUGH
G 39 4y 61 1, GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
2% MIN. 2: 1 MAX. G" TYP. 2% MIN. 2% MIN. 3g qp ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
21% MAX. 21% MAX. 21 ' MAX. .� S ' GRADE . ELEVATION AND LOCATION OF CUT / FILL SLOPES.
41
SECTION C - C SECTION D m D 13 2r� GOP 6a r� PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
'A �1 TOP OF CUT SLOPES.
TRACT NO. 24133
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
d 7 4� rQ ONE FOOT.
•
r51111 ra 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
• 4 3 rar THE PRELIMINARY SOILS INVESTIGATION BY: -
/ SHEET NO. 2 CONVERSE CONSULTANTS 1-17-89
fit fft TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT ,WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
�'W}• up MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
' 30.00 tet
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
30.00 30.00 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
rr 0000.o
- EACH LOT.
S �2 °0000
K-17® 11 . CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERTICAL HEIGHT AND FILL
FF 0000.0
C; PI: 0000.0 r• W3 O SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
rr0000.0 x W-) PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
0 co o EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
Fc IF] ® '�► WDIEX MAP
THE APPROVAL OF FINAL INSPECTION.
rry
0000. a►v00o.
O0 12. DUST SHALL BE CONTROLLED BY *ATERING OR OTHER APPROVED METHODS.
00.0 �.0 0000' SCALE : 1 " = 200' 13. F 1 N 1 SH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
Fc Fc o" LESS THAN 1 /4" PER FOOT FOR A MINIMUM OF 3 FEET.
14. A REGISTERED CIVIL ENGINEER SMALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- Z
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED,THE ACTUAL Q
ENCH MARK DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. _J
TYPICAL OVERALL FOOTPRINT DIMENSIONS CONSTHULT I ON NOTES 6 QUANTITY ESTIMATE EL
Y OF R I rERSIDE S.Y. W. T-2fF11 I S. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH TH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER Z
1 " 30 '
I/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE II/TERSECFWTION OF FST. N0. ITEM QUANTITY UNIT 15 ' I N VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- _
RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
0 WE INTERSECTION OF RANCHO CALIFORNIA ROAD AND 0"ITA ROAD.IN THE N.V. I LOT GRADING ( 12 LOTS X 15 C.Y./LOT) 180 C.Y. SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMB I NA- <
R OF THE INTERSECTION I ' E. OF A t' CHAINLINK FENCE, 21 ' 1 16'
TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Q
�
nderground SerVLce Alert
50. CALIF. GAS VALVES, 40' N. OF P.P. (N0.1111 94' N. OF THE CENTERLINE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P. C. CHAPTER 10.R.
Robert Bein, Wi t tia m Prost & Associates RANCHO CAL IFORNIA ROAD. F IBERGLASS VI TNESS POST SET I ' V. OF MONUMENT.
W
C=1 ADJ. DATE: 9-13-82 ELEV. 1128.410 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR U)
CALL TOLL FREE PROFESSIONAL ENGINEERS. PLANNERS t SURVEYORS TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. U
28765 SINGLE OAK DR I VE,SU I TE 250.TEMECULA, CALIFORNIA 92590 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL 1 EVE 1'''1
1 -800-422-4133 (9091 676-6042 OVNER/DEVELOPER THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- EL
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
MESA HOMES REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
27555 YNEZ ROAD SUITE 200 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TEMECULA, CALIFORNIA 92591 1`0
TWO WORKING DAYS BEFORE YOU OIG (901) 676-72!0 to
CONSTRUCTION RECORD DATE BY REVISIONS ACC'DSCALE 0_0ESS/p�,,- Designed B Drown B Chocked B C Dr ow i n No.
.( T. T ► GL AC/GL RECOMMENDED BY: DATE: C I T Y Of TEMECULA DEPARTMENT OF PUBLIC WORKS N
Con troe le► lHarizantal � Plant Prepared Under The Supervision Of �
ACCEPTED BY: DATE: Y ��'tY
AS SHOWN �• _ _' PxIMCIPAL NGINEER. FOR TY ENGINEER TRACT NO . 24133- 1 z
I"Spec ter '�'9' \� Oe1' PRECISE GRADING PLANS �
w ExP. 6-wo • RA`fMOND A• USt`�
1 V 1�• Q
Dote ew"16te0 Yer( Icol .Y� or R.C.E. Ne. 48393 Empire$ 6-30-96 R.C.E. We. 419W Espl►es 6-31-90.
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C• a� ALL DIMENSIONS AND ELEVATIONS 1 90 \` � • z:� ��N S 1 .63 s �8 os ARE IN FEET.
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Underground Service Alert 3e �W W N
. 26 I � I
Robert Bein, William, Frost & Associates 40. 29 W
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-
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS U I Q `° I
1 -800-422-4133 28755 SINGLE OAK DRIVE`SSUII'E��0,TEtrECULA, CALIFORNIA 923)0 39. 00 b by ( I
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TWO
I
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TWO WORKING DAYS BEFORE YOU OIG
CONSTRUCTION RECORD DATE BY REVISIONS ACCT BENCH MARK SCALE P �01,�, Designed By Drown By Checked 8 RECOMMENDED BY: DATE; DEPARTMENT OF PUBLIC WORKS Dr ow i n
GL GL/AC T� C No.
TEMECULA
Cent factor Mar izonfol Plans Prepared Under The Supervision Of
w - 20 � � � ACCEPTED BY: Q DATE: Y��
Inspector TRACT N 0 . 24133- 1
SEE SHEET I 4e343 _ Cate
` -9¢ ►RINCIPA E GINEER, FOR Y ENGINEER PLANS
� EXP. b-30-4!! * RAYMOt� A. CASEY
Date CompletedVerf
Vertical I> �,�%\, PRECISE GRADING P
N/A or CPQ-\E R.C.E. Me. 48393 Expires 6-30-96 R.C.E. Me. 41880 Expires 3-31-96
LOTS 149 160 Sheet 2 of
J . N. 400493