HomeMy WebLinkAboutLot 32-51,77-80 - PreciseGradingLEGEND
II 111f1' T9 ,
SAN DIEGO
PROJECT SIDE
SECTION B
0000.00
B
TOP OF CURB
GREATER
THAN 5' IN VERTICAL
HEIGHT
T.C.
6" MIN. 5' MIN. P/L S'
MIN.
FLOW LINE
F.L.
I
AS AMENDED BY ORDINANCE 45T.
MUDSILL
2.
MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IY..
"+
8
HIGH POINT
M.P.
J.N. 400249
4.
12" MIN.
15' TYP.
F I N I SHED FLOOR
FF 0000.0
2Z MIN. 2:1 MAX. 6"
TYP. 21.
MAX.
SECTION C
- C
(EXCEPT C
of IN I SHED SURFACE
F. S.
3' MIN. -j -I'
ERE
NOTED)
NOTE
6RAtW BREAK
G. a.
6" MIN.
qA
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GARAGE FLOOR
GF 0000.0
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
1
27. MIN.
2:1 MA
j
21% MAX.
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
SECTION D
PAD*ELEVATION
PE 0000.0
(N. T. S. )
TOP OF CUT SLOPE.
i4lR RELEASE VALVE
S.
FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN .
IF I RE HYDRANT
` y
t
ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS or
DRIVEWAY
-
PAD ELEV. -0.3' IN.PAL, OMA
F4
15' PT,
C (EXCEPT D D p K Fm k; I
VWRE
NDTEDIA
] A
1 11 "
xiS:TRACT
STREET LIGHT TYPICAL SIDE YARD DRAINAGE
(N. T. S. )
WATER SERVICE +��■�
SETTER SERV 1 CE S
SLOPE I 12" MIN. P/L ISS MIN.
I ABOVE PAD
5' MIN. 3fMIN. /
EXTRA DEPTH FOOTING
COMPACTED
WHEEL CHAIR RAMP BERM
CATCH BASIN c-9-1 •
>i
ABOVE GROUWD BLOW -OFF 01 2:1 MAX.
2Y. MIN. t N. T.$.)
LOT NU A ER xx SECTION A - A
FOR SIDE YARD SLOPES GREATER
tl�1CAYES M00EL THAN 5' IN VERTICAL HEIGHT
�LINtT TYPE 4
B
INDICATES ELEVATION
12" MIN. ABO'V'E PAD ELEV.
INDICATES AMOUNT OF O
EXTRA DEPTH FOOTING
• -
THIS LOT REQUIRES A BACKWATER VALVE ROUND OFF TOP
PER SECT. 409 OF U.P.C. PER APPROVED 5'
WATER AND SEWER PLANS. (SEE INDEX MAP)
BLDG. PAD
ELEV.
6" MIN.
2Z MIN.
21% MAX.
BENCH MARK
COUNTY OF RIVERSIDE B.M. NO. T-29-01
1 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST.
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.N.
CORNER OF THE INTERSECTION I' E. OF A T' CHAINLINK FENCE, 21' a 16'
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.t) 94' N. OF THE CENTERLINE
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT.
ADJ. DATE: 9-13-82 ELEV. 1128.410
BASIS OF BEARINGS OWNER/DEVELOPER
THE BEARINGS SHOWN HEREON ARE BASED 011 A PORTION OF THE MESA HOMES
CENTERLINE OF BUTTERF I ELD STAGE ROAD AS SHOWN ON PARCEL 27555 YNEZ ROAD, SUITE 200
MAP NO. 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF TEMECULA. CAUFORNIA 92591
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, CALIFORNIA BEING N 04' 25 '050' W
I 1 -
REVIEWED 6Y:
�v
•
TRACT NO. 24133-3
DEL
air R
GRADING PLAN
NO. 24133-4
TRACT NO. 24132-1
9110 N's �18 1S �i; .� Era
TYPICAL OVERALL FO DIMEN SIMS
( N.T.S. )
TRACT N0. 24133-5
SITE
INDEX MAP
SCALE: I" = 200'
SHEET INDEX CONSTRUCTION NOTES 6 QUANTITY ESTIMATE
2. LOTS 36-515 77-80 NO. 1 TEM QUANT 1 TY
LOTS 32-33 1 LOT GRADING (24 LOTS x 15 C.Y./LOT) 360
Robert bein,Wittiam Frost & Asweiates
PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS
28"0 01"KE OAK WIV[. SUM;, IMCULA. OLIFORM(A 22M
1000) a?$ -0012 fA7l/(//O�) 676-1240
OATS:
I CHAEL A. f147MAN EXP.3-31-96 R.C.E.
/04
A.
43o9a
* E0.3-31-96
C 1 V 1\-�P
CAI_ \F I
BY
UNIT
C. Y.
Ali
'
TO
II 111f1' T9 ,
SAN DIEGO
PROJECT SIDE
SECTION B
- B (
. T.S.
FOR REAR YARD SLOPES
GREATER
THAN 5' IN VERTICAL
HEIGHT
6" MIN. 5' MIN. P/L S'
MIN.
8" MIN.
3' MIN. I' I 1' 3' MIN.
MUDSILL MIN. MIN.
AS AMENDED BY ORDINANCE 45T.
MUDSILL
2.
MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IY..
DATE
LOTS 32-51 O: 77-80
3.
MAXIMUM CUT OR FILL SLOPES - 2:1.
J.N. 400249
4.
12" MIN.
2
MIN:
2Z MIN. 2:1 MAX. 6"
TYP. 21.
MAX.
21% MAX.
SECTION C
- C
(N.T.S.)
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
I
3' MIN. -j -I'
MUDSILL MIN.
6" MIN.
i
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
1
27. MIN.
2:1 MA
j
21% MAX.
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
SECTION D
- D
T.
(N. T. S. )
BENCH MARK
COUNTY OF RIVERSIDE B.M. NO. T-29-01
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.N.
CORNER OF THE INTERSECTION I' E. OF A T' CHAINLINK FENCE, 21' a 16'
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.t) 94' N. OF THE CENTERLINE
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT.
ADJ. DATE: 9-13-82 ELEV. 1128.410
BASIS OF BEARINGS OWNER/DEVELOPER
THE BEARINGS SHOWN HEREON ARE BASED 011 A PORTION OF THE MESA HOMES
CENTERLINE OF BUTTERF I ELD STAGE ROAD AS SHOWN ON PARCEL 27555 YNEZ ROAD, SUITE 200
MAP NO. 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF TEMECULA. CAUFORNIA 92591
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, CALIFORNIA BEING N 04' 25 '050' W
I 1 -
REVIEWED 6Y:
�v
•
TRACT NO. 24133-3
DEL
air R
GRADING PLAN
NO. 24133-4
TRACT NO. 24132-1
9110 N's �18 1S �i; .� Era
TYPICAL OVERALL FO DIMEN SIMS
( N.T.S. )
TRACT N0. 24133-5
SITE
INDEX MAP
SCALE: I" = 200'
SHEET INDEX CONSTRUCTION NOTES 6 QUANTITY ESTIMATE
2. LOTS 36-515 77-80 NO. 1 TEM QUANT 1 TY
LOTS 32-33 1 LOT GRADING (24 LOTS x 15 C.Y./LOT) 360
Robert bein,Wittiam Frost & Asweiates
PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS
28"0 01"KE OAK WIV[. SUM;, IMCULA. OLIFORM(A 22M
1000) a?$ -0012 fA7l/(//O�) 676-1240
OATS:
I CHAEL A. f147MAN EXP.3-31-96 R.C.E.
/04
A.
43o9a
* E0.3-31-96
C 1 V 1\-�P
CAI_ \F I
BY
UNIT
C. Y.
Ali
'
TO
II 111f1' T9 ,
SAN DIEGO
PROJECT SIDE
APPROVED BY:
VICWTY MAP
SHEET
1
1
of 3
N
•
Q
NOT TO SCALE
1
GRADING NOTES
�.
RAYMOND A. CASEY R.C.E. 41880
PRINCIPAL ENGINEER EXP. 3/31/96
CITY OF TEMECULA
DATE:
1.
ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 100,
AS AMENDED BY ORDINANCE 45T.
2.
MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IY..
DATE
LOTS 32-51 O: 77-80
3.
MAXIMUM CUT OR FILL SLOPES - 2:1.
J.N. 400249
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 OE A COMPETENT'
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY' i•l
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
I
OVER I' DEEP.
S.
A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA'
i
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
1
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
j
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
I
T.
PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG`',
TOP OF CUT SLOPE.
S.
FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN .
ONE FOOT.
9.
ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS or
THE PRELIMINARY SOILS INVESTIGATION BY:
CONVERSE CONSULTANTS DATED: 19/21/89 _
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE'i'
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-.I`."
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 PILL;!!
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR .GROUND COVER TO PROTECT THE SLOPE FROM'1`
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
I
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 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
14.
A REGISTERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR SHALL Sl?I3M I T `' 1
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS;
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
BE GIVEN. IF AN'ELEVATION 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' �j
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 i
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
j
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P.C. CHAPTER IO.R.
IS.
ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
J
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
IT.
APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE , ;
z
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- !
o
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
Q
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
V)
U
W
APPROVED BY:
CITY OF TEMECULA
. TRACT NO. 24133-4
PRECISE GRADING ,PLANS
SHEET
1
1
of 3
N
•
Q
RAYMOND A. CASEY R.C.E. 41880
PRINCIPAL ENGINEER EXP. 3/31/96
CITY OF TEMECULA
DATE:
DESCRIPTION
APP 'D
DATE
LOTS 32-51 O: 77-80
R E V I S 1 0 N ScITY
J.N. 400249
n --..:.,. „��.. 5-_ ,qs•--. v _ ..i :�:� -- y ,. :.. <nr ._ a,p; :..yes Ns 3: fl-Av;Q-'MS_ -
.. � ri:.:1 6 S -�ia. : >W;- �Y .�^Y':- V a••/•+t `fXrFA• •� s
TR, 24133-4140000
r�• s
LOT 52
i PE 1196.7
--- - 4 2
_ - - q`, I'
,h aJ oO�i FI -
CK
ci
/19Z.T
LOT 86 ,
PE 1204.2
LOT 76
PE 1195.1
Q1
t� F.L.,#.R //94.0 /%
-- ++ //90.9 (.0 --- /a/. a - ? a-1 .% , -- FC., H. P.
U) 44 /192.0 0
i
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- ---
94.0
---- i FF 1 4. 7
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203 o e
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3 � C 1
LOT 85
PE 1203.9
\ \ LOT 84
\ PE 1203.5
\ O�
\ `.
//y <\\
5 S \
�5 0
fG \
Q cr
TR. 24133-4
v \
LOT 83
PE 1203.1
191- IG B. �� �a � \ LOT 82
L-5 19I [
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-- I
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= 11903 r 1c FG. 9 L f l f �.Oc ;
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�9
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OPEN SPACE
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I FF g3' I \'-' `I ---..1c o G - 9 D. ► ` �F ., 831 PE 1200.1
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TR. 24133-5 OPEN SPACE o -`- _ - -
1141.5
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I� cit l`,!{ I CITY Of 11,.EUIL-tivbE�r'l flc: � rc 11'�ll �cx in f��i-v�•t n' .-�J'Sv[;icxtc� yt' ` � 7%,�
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PROF ES:) 1 ONA[ �- NI �- 1 NE E R . -L ANN[ F•,:, ?, )URVf YOk'
28765 SINGLE OAK DRIVE. SUI1E 250, TEMECULA, CALIFORNIA 92590
(909) 676-8 2/FA "91 576-7240
L
- - - _ DATE
1; EX .3 R . C . E .
CD
NU.
43090 J
EXP.3 31 96 °
cIVI�
�Tf Of CAo�� O� L) A 1 E b y
�'
O A. CASEY R.C.E.
41870
i;r
3/31/96
OF TEMECULA
LOT 85
PE 1203.9
\ \ LOT 84
\ PE 1203.5
\ O�
\ `.
//y <\\
5 S \
�5 0
fG \
Q cr
TR. 24133-4
v \
LOT 83
PE 1203.1
191- IG B. �� �a � \ LOT 82
L-5 19I [
�CF- 1 \ PE 1202.4
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LOT 81
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Robert lkirt,W1111tarrt Frost & Associate's
Yn PROFESSIONAL ENGINE=ERS, F'LANNE RS & SIJRVE YOR:
26765 SINGLE OAK DRIVE. SUITE 250, TEW CULA, CALIFORNIA 92590
t909) 676- 42 F t909) 676-7240
REVIEWE BY:
DATE: Z T 13
0.u . I : EXP. 3-31-96 R. C. E ,
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NO.
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¢ EXP.3-31-96 CITY OF TEMECULA
Jx CIVIL -
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