HomeMy WebLinkAboutLot 25-32,79-82 - PreciseGrading LEGEND HIGH DOINT
BPAID EEV.-0.3MIN. PROJECT SITE
TOP OF SLOPE T.S.
A C
TOP OF CURB 0000.00
T.C. K
ZZ�lm B FLOW LINE F.L.
HIGH POINT H.P, 15'TYP. 5'TYP.
-1PRECISE GRADINCi PLAN
A I A � C 5' 5' C �r D 5' D ,
FINISHED GRADE F.G. MIN. A 00 IN. MIN. tv1IN
FINISHED SURFACE F.S.
z z PHASE II
GARAGE FLOOR GF 0000,0 P.
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PASPAD ELEVATION PE 0000,0 r.
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FINISHED FLOOR FF 0000.0 $ 511
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WATER SERVICE W OX kA mI'11gX
SEWER SERVICE S IE O'
PROJECT SITE
TYPICAL SIDE YARD DAINAGE �.
FIRE HYDRANT XY DISTANCE FROM FRONT PROPERTY CORNER T1PERTY
HE GARAGE
CORNER MEASURED PERPENDICULAR TO THE LINE.
DRIVEWAY Hwy. 79t
STREET LIGHT P/L 3 20 21 22 23 24 25 26 27 28 29
`-' �--C 12 MIN. 8 MIN, BLDG. PAD O
SLOPE I ABOVE PAD 5' MIN. 3' MIN. ELEV. 19 IIIA V SDE 30 TO YM KM
I
EXTRA DEPTH FOOTING COMPACTED 186' MIN. 85 84 83 82 #r31 �. VICINITY MAP
BERM 17 f 81 80 79 <
INDICATES AMOUNT OF
EXTRA DEPTH FOOTING O `: O J 3 NOT TO SCALE
16 86 75 76 77 78 W 33 a
ACCESS RAMP 211 MAX, 12' MIN 2%
MIN. 15 87 74 GRADING N ❑ TES
2% MIN. /� /� 21% MAX. 14 88 73 �CORDARO
LOT NUMBER a34
SECTI❑N A — A O 35 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
FOR SIDE YARD SLOPES GREATER 72 Z 63 62 61 AS AMENDED BY ORDINANCE 457.
INDICATES MODEL THAN 5' IN VERTICAL HEIGHT 13 71 0 60 36 0 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
4 1 64 _ 37 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
UNIT TYPE 12 89 70 59 < CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES,
B
12' MIN. ABOVE PAD ELEV. / W 00 65
11 � 38 3. MAXIMUM CUT OR FILL SLOPES = 211.
90
INDICATES ELEVATION 69 58 39
v
66 4, PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
ROUND OFF TOP 9 10 91 57 40 FILL SLOPES OVER 5' HIGH,
THIS LOT REQUIRES A BACKWATER VALVE P/L 68 67
PER SECT, 409 OF U.P.C. PER APPROVED — 5' 8 92 56 41 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
WATER AND SEWER PLANS, ( SEE INDEX MAP ) SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
7 93 53 54 55 42 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
4 51 52
OVER 1' DEEP,
6 5 SORE 43 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
SECTION B — B 3 � 44 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
46 45 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
2 47 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
FOR REAR YARD SLOPES GREATER 1 50 49 48 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
THAN 5' IN VERTICAL HEIGHT
I — 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
TOP OF CUT SLOPES,
5' MIN, P/L 5' MIN, B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6' MIN, 6' MIN, ONE FOOT,
3' MIN, 1' 1' 3' MIN, INDEX MAP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS 13FMUDSILL MIN. MIN. MUDSILL THE PRELIMINARY SOILS INVESTIGATION BYi
''
SCALE, 1 = 200
CONVERSE CONSULTANTS DATED DECEMBER 23, 1988
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
• ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
12' MIN. 12' MIN, — LOTS INCLUDED MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
2% MIN. 211 MAX. 6' TYP. 2% MIN, 49.50' 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
21% MAX, (►SIN ) 21% MAX. 9.33' 50.00' DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
LOTAND DRAINAGE INSPECTION. THIS
SECTION C — C TTION REQUESTING
BEINISH APPROVEDGRADE PRIOR TO BUILDING PER IT FINAL NSPECTIONEFOR
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
P/L 10 o Q PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5 MIN, ® c EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR T❑
3' MIN, 1' THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN, 401 M
6 MIN. , 4A 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD.
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
12' MIN, 211 MAX, PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
2% MIN. G" MIN• CONSTRUCTION NOTES & QUANTITY ESTIMATE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION D — D NO. ITEM QUANTITY UNIT
15, EROSION OLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA- ICETYPICAL OVERALL. FOOTPRINT DIMENSIONS 1 LOT GRADING (12 LOTS x 15 C.Y./LOT) 180 C.Y. 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
SCA E� 1' = 30' SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER
Under round Service Alert BENCH MARK U.P.C. CHAPTER 10.R.
Robert Reii;, IFiUiam Frost & Associates atKTY OFEBSOE RIV #X K T-29-M 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
o PROFESSIONAL ENCINOM, PLAHM t 9XVI 2112' MtASS ESC Di COIL OM&M TED RM Tlf IMTERSECTIQI IF FM ST, TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
ZW YC NW, SM. 0970M a. 91591 AID RNlCIU CALFvIfA M Ib ME.ON RAIU fALFMA ROAD 17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
TOLL T
CALL LL TFREE (909) 676-8042 , FAX (909) 676-7240
-8 OLL-4133 M TW IMCTD OF RA"M A ROAR AIA IMRC�ARITA MAP XILI THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
CO1dER IF Tlf 1lITfRSECT)01 C E OF T DAAIIIIN! ME x 16' RECTI❑N OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
MMZCALF. WVANES. #0' K PP. 01110 94' K OF DECi:NiFJ:LDf TO THE CITY ENGINEER FOR REVIEW AND APPROVAL,
OFRAID CAUFD�A ROAII VMFES>:1 1' V. OF BUM.
TWO waacINc DAYS effoRE YOU DIG ADJ,DATE• 13-82 ELEV. uz8.410 LD95 - 097 GR
�!
CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D OWNER/DEVELOPER SCALL: QIp f E S S/p� JL/MT ADEL S. CASAO JL/MT J
, DESIGNED BY DRAWN BY cL/MT BY RECOMMENDED DATE: CITY OF TEMECULA DEPART1rENT OF PUBLIC WORKS Dr aw I n 9 No�'S '��
� A
HORIZONTAL
Contractor y `��ETrl�� �� PI ns repared Under The Supervision Of
RICHMOND AMERICAN v ACCEPTED BY: DATE: o- -9.f
Inspector 17310 REDHILL AVE. , ITE 320 AS SHOWN � No.43o90 � D'y PRINCIPAL ENGI R. FOR CITY ENGINEER TRACT NO . 24131 - 1
IRVINE, CA 92714 4 Exp. 3/31-9e Date: G7E V� 11/ C•RE%WELL
Date Completed VERTICAL J}'l C j y 1t �,���
M CHAEL TYLMAN PRECISE GRADING PLAN
N/A F OF Ck0 R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. 4�So Expires rZ-31-95 PHASE I I , LOTS 25-32 AND 79-82 SHEET 1 OF 2
PLOT: 08-29-95 JN: 400664 DRAW ING: T I 1 LESHT
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7(A 50 OFIEN SPhGE
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Underground Service Alert
Robert Beira, 1/illiam Frost & Associates
PROFESSIONAL ENG1NEDiS, R-AN ERS t 0KYORS
11555`C A*, SIE" 0019M G. 91591
CALL TOLL FREE (W9) 676-8042 FAX (%9) 676-7240
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG LD95 - 097 GR
SCALE Quo F E S s � ___ __._ __ - CITY 0 E T E M E C U L A
c^
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MAW � DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED DATE: 1fQ -S=f� DEPARTIENf OF PtIBL I C WORKS Drawing No
A. t/
JL/MT ADEL S. CASAO JL/MT
Contractor HORIZONTAL y \��` limos Ions Pre red Under The Supervision Of
�_ ACCEPTED BY' DATE'
Inspector SEE SHEET N0. 1 1 20 00 3 46 / Date: Z T� PRI IPAL ENGI ER, FOR CITY E7dGINEER TRACT NO . 24131 - 1
�c v / >� STEYEN] VV. GR-ESSW+✓LV
VERTICAL sf �� �� �� MICHAEL A. YLMAN PRECISE GRADING PLAN
Date Completed NSA OF CAL R.C.E. No. 090 Expires 3-31-96 R.C.E. No. +7100 Expires IZ-31-95 LOTS 25-32 AND 79-82 SHEET 2 OF 2
PLOT: 08-29-95 JN:400664 L)RAWING: SH122
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