HomeMy WebLinkAboutTract Map 22761 Lot 11-17,13-15,46-50 Precise GradingW
LEGEND
XX.X
FFXX.X
_j
PeVISED MODEL e`\'eU. L.OT 46.Q.,
�z Bxz
z
x
TOP OF CURB
00 00,00
T C r
N• rM
15' TYP.
FLOW LINE
F,Lr
A
HIGH POINT
H.P.
D
FINISHED GRADE
F,G.
MIN WHERE MI
NOTED)
N#z •�
FINISHED SURFACE
F.Sr
GARAGE FLOOR
GF 0000,0
PAD ELEVATION
PE 0000,0
a
- z o
FINISHED FLOOR
FF 0000,0
WATER SERVICE
W
SEWER SERVICE
S
AIR RELEASE VALVE
c
FIRE HYDRANT
`a
DRIVEWAYV_
STREET LIGHT
(2:1 UNLESS NOTED OTHERWISE)
II
SLOPE
EXTRA DEPTH FOOTING
INDICATES AMOUNT OF
X
EXTRA DEPTH FOOTING
r
ACCESS RAMP
LOT NUMBER U
INDICATES MODEL
R\
UNIT TYPE 4
B
INDICATES ELEVATION
THIS LOT REQUIRES A BACKWATER VALVE
PER SECT, 409 OF U.P.C. PER APPROVED ---
WATER AND SEWER PLANS,(SEE INDEX MAP)
700 Of= SLOPe � s.
BLOW --OFF 0j
CATCH BASIN Cr Br
5 M I N, P/L 5' MIN. 6" MIN,
6rr MIN.
3' MIN,-,- I' 1' 3' M I Nr
MUDSILL MIN, MIN, MUDSILL
4 �.
a�
1
12" MIN, 12' MIN,
2/. MIN, 2:1 MAX. 6" TYP, 2% MIN.
21X MAX, 21X MAX,
SECTION C m C
5' MIN. A P/L
3' MIN. I
MUDSILL MIN. 6" MIN.
12" MIN.
2:1 MAX.
2% MIN,
21% MAX.
SECTION D - D
Underground Service Alert
CALL TOLL FREE
I-800-422-4133
Twn wnRKimn nAYS RFFnRF Ynt] DIG
CONSTRUCTION RECORD
Contractor
Inspector
Date Completed
HIGH POINT
TYPICAL SIDE YARD DRAINAGE
x DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
12" MIN., P/L 8' MIN. BLDG. PAD
ABOVE PAD 5' MINN 3' MIN, ELEV.
COMPACTED
BERM
2:1 MAX.
6" MIN,
d:
• 12" MIN.
2% MINS
2% MIN, SECTION A - A
FOR SIDE YARD SLOPES GREATER
THAN 5' IN VERTICAL HEIGHT
12" MIN, ABOVE PAD ELEV,
ROUND OFF TOP
P/L
5'
SECTION B - B
FOR REAR YARD SLOPES GREATER
THAN 5' IN VERTICAL HEIGHT
217 -MAX.
40.00 I I _ 40.00
PE XXXX.X
FF XXXX.X
B
F*
XX.X
FFXX.X
I nM L.. r %09%w ••....
PeVISED MODEL e`\'eU. L.OT 46.Q.,
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x
N• rM
15' TYP.
M1
15' TYP.
■
A
5' A (EXCEPT C 5'
5' C (EXCEPT D '
D
MIN WHERE MIN
NOTED)
Naz '1Z
MIN WHERE MI
NOTED)
N#z •�
a
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- z
/ N � \• �
N
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.
c
TYPICAL SIDE YARD DRAINAGE
x DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
12" MIN., P/L 8' MIN. BLDG. PAD
ABOVE PAD 5' MINN 3' MIN, ELEV.
COMPACTED
BERM
2:1 MAX.
6" MIN,
d:
• 12" MIN.
2% MINS
2% MIN, SECTION A - A
FOR SIDE YARD SLOPES GREATER
THAN 5' IN VERTICAL HEIGHT
12" MIN, ABOVE PAD ELEV,
ROUND OFF TOP
P/L
5'
SECTION B - B
FOR REAR YARD SLOPES GREATER
THAN 5' IN VERTICAL HEIGHT
217 -MAX.
40.00 I I _ 40.00
PE XXXX.X
FF XXXX.X
REVISIONS
1 12evi56D FOOTF724N-r LOTS 11 )40
XX.X
FFXX.X
ACC'D
PeVISED MODEL e`\'eU. L.OT 46.Q.,
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GF xxxx.x
TYPICAL OVERALL FOOTPRINT DIMENSIONS
Robert Belin,William Frost 8c Associates
PROFESSIONAL ENGINEERS. PLANNERS &SURVEYORS
28785 SINGLE OAK DRIVE.SUITE 250.TEMECULA. CALIFORNIA 92590
(909) 678-8042
DATE BY
U -28-q MF
REVISIONS
1 12evi56D FOOTF724N-r LOTS 11 )40
�.
ACC'D
PeVISED MODEL e`\'eU. L.OT 46.Q.,
BENCH MARK
OWNER/DEVELOPER
TERRANOVA CONSTRUCTION CO.
Pr Or BOX 612
CORONA DEL MAR.* CA 92625
( 714) 250--0750
SCALE: 1' = 30'
BENCH MARK
TRACT N0.
22762
COUNTY OF RIVERSIDE B.M. NO. T-29-81
1 1/2" BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST,
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.W.
CORNER OF THE INTERSECTION I' E. OF A 7' CHAINLINK FENCE. 21' x 16'
AROUND SO, CALIF. GAS VALVES, 40' N. OF P.P. (N0.#) 94' N, OF THE CENTERLINE
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I' W. OF MONUMENT.
ADJ. DATE: 9-13-82 ELEV. 1128.410
F
� 10
1b`� Tk744 CTN0.
`-P �
227G/
011yap/
/ a
SCALE: 1 200'
-- UNITS INCLUDED
•
16,7 A w I
CONSTRUCTION NOTES & QUANTITY ESTIMATE
NO, ITEM QUANTITY UNIT
I LOT GRADING t 15 LOTS X 15 C,Yr/LOT) 225 Cry.
SCALE `�E� Desi ned By Drawn By Checked B
� � T• < �, GL AC/GL
Horizontal Plans Prepared Under The Supervis4on Of
C Cr No. �
AS SHOWN 48393 Date Z100 9--96
�
EXP. s -3o --ss
�, E ORY T, LEBLANC
Vert i c a l oox Cl V 1\- ,��
10�F Cf. 1FOQ` R.C.E. No. 48393 Exp i r es 6-30-96
N/A CAL
RECOMMENDED BY: DATE: 2 er//&"
ACCEPTED BY: /r DATE: qz-114r
PRINCIPAL EN INEER. FOR CITY ENGINEER
RAYMOND A. CASEY
R.C.E. No. 41880 Exp i res 3-31--96
VICINITY MAP
NOT TO SCALE
GRADING NOTES
Ir ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70.
AS AMENDED BY ORDINANCE 457,
2, MINIMUM BUILDING PAD DRAINAGE SWALE SLOPE SHALL BE IX, DRAINAGE SWALES
SHALL BE A MIN. OF 0r2' DEEP & BE CONSTRUCTED A MIN, OF 2' FROM THE TO
OF CUT OR FILL SLOPES.
31 MAXIMUM CUT OR FILL SLOPES = 2:1.
4. PROVIDE 5' WIDE BY I' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH,
5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER I' DEEP,
6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE
GRADE ELEVATION AND LOCATION OF CUT / FILL SLOPES.
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR, Q STORM FLOWS. ALONG
TOP OF CUT SLOPES.
8, FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT,
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
LEIGHTON &ASSOCIATES DATED: JUNE 16. 1989
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT,
10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
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
EACH LOT,
11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
THE APPROVAL OF FINAL INSPECTION.
12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET,
14, A REGISTERED CIVIL ENGINEER SHALL 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-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED.THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN,
15, EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLAN-
TED WITH APPROVED TREES. SHRUBS. OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT l0' ON CENTERS. TREES. 20' ON CENTER. COMBINA-
TIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Ur P» Cr CHAPTER 10,13,
16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING,
17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
� Ln 99r 07�3 642-
LD 95--030GR
NT OF PUBLIC WORKS Drawing No.
C I T Y OF TEMECULA DEPARTME
PRECISE GRADING PLANS
TRACT NO. 22761. LOTS II -17
TRACT NO. 22762. LOTS 13-15 & 46-50
Sheet � of C5 �,
J.N. 400461
0
0
Q
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ro'
119->
LOT 47
PE= 1149.0
LOT 49
LOT 48 PE= I 148.4
PE= 1148.9
i
LOT 18A, L`' AT •98 N
0
�E=1 124.0 •
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SCALE: 1" = 20'
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LOT 12
PE= 1123.7 "%
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Underground Service Alert
CALL TOLL FREE
1--800--422---4133
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LOT 17
PE= 1 1 13. 1 86-21
LOT 16 PE= 1 1 12.2
Robert Bein,William Frost & Associates
PROFESSIONAL ENGINEERS. PLANNERS &SURVEYORS
28765 SINGLE OAK DRIVE.SUITE 250.TEMECULA. CALIFORNIA 92590
(909) 878-8042
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BYREVISIONS
(2f*19 FZF I KEVIS6n 100TPRINT LATS 11, 46 4
Contractor P%5VIe.7Sb MOOC-L 6V -SV. LQT 4
Inspector
Date Completed
ACC'D
BENCH MARK
SEE SHEET I
M
N
60
PZ
SCALE
Horizontal
1 - 20
Vertical
N/A
20
1��
9 22761
TR, 22761
T Ro 22762
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0 � I 1 r34 I�o•rp
8 � � ► H 77.89
-T
LOT 45 LOT 43
LOT 44
PE=1 109«2PE=1108.1 PE=1 106.5
.ESS/ Desi 9ned By Drawn By Checked B
GL GL /AC
442
00� � Plans Prepared Under The Supervision Of
0
48393 Date Zw 7.1'5
� PE=1104.5
LOT 42
PE= 1105.5
NOTE
A�.�- P�MENS1oNS .a.Np
IEl_EVA'r1otilS ARE IN FE'E"r,
Q LD 95 -073GIz
LD 95-030 GR
RECOMMENDED BY:DATE: Z Z/ CITY OF T DEPARTMENT OF PUBLIC WORKS
Drawing No,
ACCEPTED BY: DATE:ti PRECISE GRADING PLANS
PRINC PAL/ NGINEER. FO ITY ENGINEER
«r. 6-30-98 (9RE(910RY T. LEBLANC RAYMOND A. CASEY TRACT NO, 22761, LOTS 11-17
lj�h,9 Cl V 1\1 ���
�OFF COQ` R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires
� 3-31-96TRACT nn GG»
i
. 2inJ IJ -IJ nU-ten Sheet �
Of 0-�)