HomeMy WebLinkAboutLot 1-11, 66-76 Precise Grading LEGEND �°"�
B '"°� ' PROJECT SITE
TOP OF SLOPE T.S.
TOP OF CURB 0000.00T.C. � B _
FLOW LINE F.L. TRACT NO , 22916
3
B IR. 11►
HIGH POINT H.P. A S, A am
C S• 5' C D D
FINISHED GRADE F.G. MIN IQ D MIN MIN MIN PRECISE GRADING PLAN
FINISHED SURFACE F.S. t I I
GARAGE FLOOR GF 0000.0 z s =
PAD ELEVATION PE 0000.0 VG RAIR
raw
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WATER SERVICE Cu 1 roe a z Sro
E W �If SAD
SEWER SERVICE N
AIR RELEASE VALVE
-0-CI-1 TYPICAL SIDE YARD DR WAGE
FIRE HYDRANT ` Y DISTANCE FROM FRONT PROPERTY CORNER TO GARAGE
CORNER MEASURED PERPENDICULAR TO THE PRCPERTY LINE. pm MM
DRIVEWAY ia
1�
STREET LIGHT 0--
I HVY. 19
SLOPE I 12' MIN. P/L 8' MIN. BLDG. PAD
I 0
ABOVE PAD 5' MIN. 3' MIN. ELEV. 59 6 � 1D SM Em
EXTRA DEPTH FOOTING 57 61
INDICATES AMOUNT OF
COMPACTED 55 VICINITY MAP
EXTRA DEPTH FO❑TING OX BERM MIN. 53 54 ?ARADO
• 52 , NOT TO SCALE
ACCESS RAMP FM 51 66 6S 64 63 62
2' MIN.
LOT NUMBER a 21l MAX.
2% MIN. 11 67 68 GRADING NOTES
INDICATES MODEL 2MIN. 00
SECTION A — 21% MAX. 10 6 70
FOR SIDE YARD SLOPES GREATER 9 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
4
UNIT TYPE THAN 5' IN VERTICAL NEIGH AS AMENDED BY ORDINANCE 457.
7 8
B 71 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
INDICATES ELEVATIONI--`00000000000000,
12' MIN. ABOVE PAD ELEV. 6 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
WATER BLOW-OFF
5 72 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
THIS LOT REQUIRES A BACKWATER VALVE
4 73 3. MAXIMUM CUT OR FILL SLOPES = 2.1.
PER SECT. 409 OF U.P.C. PER APPROVED — ROUND OFF TOP 74 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. +"VeX MPSI- )
P/L 3 75 FILL SLOPES OVER 5' HIGH.
5' 76
2 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
1 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF A
SECTION B — B ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF RD GH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT GRADE, ELEVATION AND LOCATION DF CUT / FILL SLOPES.
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
TOP OF CUT SLOPES.
6' MIN. 5' MIN. P/L 5' MIN. 6' MIN, F'A 8. FINAL COMPACTION REPORT WILL BE REQUIRED FM ALL FILLS GREATER THAN
3' MIN, 1' 1' 3' MIN. ONE FOOT.
MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BYi
PACIPIG =50it_rn CIATCb OM • 1
•• TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTE13 T THE
12' MIN. 12' MIN• ` ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
27. MIN. 211 MAX. 6' TYP. 2% MIN, ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
INDEX MAP
21% MAX. / 21% MAX, 90.090.00*, • 30.00* som• 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
SECTION C — C DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
/'-b"x�' /: ��4, 4:r9'�o�vl. SCALES 1' = 200' REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
SrFP S P _ sroo TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT,
p ® LOTS INCLUDED 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
5' MIN. P/L `v "� SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
3' MIN. 1' ® g e *� EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
8e THE APPROVAL OF FINAL INSPECTION.
MIN
MUDSILL . 6• MIN. � " n
NIM 4 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.
12' MIN. T_ -714. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
24 MAX. v �, ��
;,� PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
27MIN, _,, T11 CONSTRUCTION NOTES & QUANTITY ESTIMATE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
21% MAX, ITEM TION WITH RESPECT TO ADJACENT GROUND SURFACE IS RE
QUIRED,THE ACTUAL�YPICA OVERALL FOOTPRINT DIMENSIONS NO• QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.SECTION D D
1 LOT GRADING (22 LOTS x 15 C.Y./LOT) 330 C.Y. 15. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
SCALE, 1' = 30' 2 REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 7 PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
SAWCUT 1 ' MINIMUM INTO EXIST. A.C. REPLACE WITH FULL HEIGHT TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
CURB, GUTTER AND SIDEWALK AS REQUIRED BY INSPECTOR. SEPARATE TI❑NS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
Underground Service Alert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
BENCH MARK PERMIT REQU I I RED FROM ENG I NEER I NG DEPARTMENT FOR ALL WORK IN U.P.C. CHAPTER 10.R.
Robert Bein, William Frost & Associates = IF ff 1A IL T-21-M PUBLIC WORKS R/W. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE PR❑FESSI❑NAL ENGINEERS, PLANNERS b SURVEYORS
1 Me W BSC RI 0X CnOIBR L010 FRM THE OTFRSSECFIDI IF FID)ff ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
27555 YNEZ ROAD,SUITE 400,TEMECULA, CALIFORNIA 92591 N W" CkFITdIIA M L8 NO ME.M tWE CUA 02 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
1-800-422-4133 (909) 676-8042 M THE XTREM M ff RMQO GLIA VJ AMD INRGARITA W TIE KV. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
fDDEIt OF TIE W RSE M P E If A r DNNLK FW 21' x W RECTION OF ERRORS OR OMISSI❑NS DISCOVERED DURING CONSTRUCTION. UPON
Af M Z ULF.GAS VALVEI N'K IF PR fl0.#) W K IF TIE(IUTF M REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
ff RMOD GLF3ITA fD1A1.FDERQASS Vl11ESS w gT Y Y,ff IODRENF.
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WORKING DAYS BEFORE YOU DIG ALL 1AT5 9-" M•WIN LD95-102GR
CONSTRUCTI❑N RECORD DATE BY REVISIONS DATE ACC'D SCALE Q�pF ESSIpr` Designed B Drasn B Checked B CITY ❑ T E M E C U L A DrawingNo.
A j`� JOHN LeSAGE ADEL CASA❑ JOHN LeSAGE RECOMMENDED BY• DATES ZO-� DEPARTMENT OF PUBLIC WORKS
OWNER/DEVELO ER
Contractor Horizontal s Pla Pr nred Under The Supervision Of
COSTAIN HOMES
T ACCEPTED BY, 'I.f
DATE, TRACT NO. 22916-3
AS SHOWN W No.43090 1 7 /r-l�
Inspector ac am Date 6 t PRINCIPAL ENGIN FOR CITY ENGINEER TRACT
620 NEWPORT CTR. DR. STE. 400 � Epp. a/arse � MICHAEL A TYLMAN 5T7=v>=N W. cRes�4VEL.l- PRECISE GRADING PLANS
NEWPORT BEACH, CA 2660 Vertical �A C/D 1�,
Ont• c eted (714) 760-1455 N/A 'jf BF C A�� R.C.E. No. 090 Expires 3-31-96 R.C.E. No. 411t)0 Expires 12-31-96
LATS 1-11 AND 66-76
Sheet 1 of 4
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Underground Service Alert rONSTRUCTION NOTES
2a— REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 SAWCUT r
Robert Beira„ Filliam Forst do Associates MINIMUM INTO EXIST. A.C. REPLACE WITH FULL HEIGHT CURB, GUTTER
o PROFESSIONAL ENGINEERS, FLAMERS It 9JKYORS AND SIDEWALK AS REQUIRED BY INSPECTOR. SEPARATE PERMIT REQUIRED
V5 YU ISD, ST. 4M*T IM G. 91591 FROM ENGINEERING DEPARTMENT FOR ALL WORK IN PU13UC WORKS R/W.
CALL TOLL FREE (909) 676-8042 . FAX (909) 676-7240
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG L D 9 5-10 2 G R
CONSTRUCTION RECORD DATE BY RFI/I S I ONS DATE ACC'D BENCH MARKSCALE Q0.p F E S S Ips' JL ADEL S. CASAO JL DES I Gt�ED BY DRAWBY cHEacED BY RECOMMENDED BY: DATE:
A. /a-�-� CITY OF T E M E C U L A D�ARr�rr PUBLIC WOFWORKSawing No.
Contractor HORIZONTAL l`/f/�s`n= PIG Pr p red Under The Supervision Of
P Exp. 3/316 T Date: l 4 ACCEPTED BY DATE: ib-ZJ-1 J
Inspector SEE SHEET NO. 1 1 -20 No.43090- o PRINCIPAL ENGI ER. FOR CITY ENGINEER TRACT NO . 22916-3
MIC AEL A TYLMAN
STEVEN W. CREssWELL PRECISE GRADING PLAN
VERTICAL �r Cl Y l� ��!
Dote Completed N/A 'jF of CAL\E�� R.C.E. No. 3090 Expires 3-31-96 R.C.E. No. 47150 Expires 12--31-95 LOTS 1 — 6 SHEET 2 of 4
PL01: 09--05-95 JN: 400639 DRAWING: SHLE-1 Z
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SHEET LP CONSTRUCTION NOTES
NO _ 8 �2 - REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 SAWCUT
84 9?, � F� MINIMUM INTO EXIST. A.C. REPLACE WITH FULL HEIGHT CURB, GUTTER
• 2 AND SIDEWALK AS REQUIRED BY INSPECTOR. SEPARATE PERMIT REQUIRED
Under round Service A I ert M FROM ENGINEERING DEPARTMENT FOR ALL WORK IN PUBLIC WORKS R/W.
o Robert Beim„ Filliam Frost do Associatessp 98, l
PROFESSIONAL ENGINEERS, PLANERS t 9lRVEYORS fi
rc
2755511FZ MO. SIE. 4M e10EQ1A G. 2511 k
CALL TOIL FREE (909) 676-8042 , FAX (909) 676-7240 PE 1279 . 1 3°
1-800-422-4133
TWO WORKING DAYS KFORE YOU DIG LD 9 5-10 2 G R
CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE Q j,p F E S S 104, DES I GRED BY DRAWN BY CHECKED BY ✓ CITY 0 F T E M E C U L A Dr aw I n q No.
���p ���` A I`l / �� JL ADEL S. CASAO JL
RECOMMENDED BY: DATE: )G -9S DEPARThErff OF PUBIC WORKS
Contractor HORIZONTAL y a ins - PI s rep d Under The Supervision Of
or
1° =20' No.43090rn ACCEPTED BY: DATE:io-iJ 1r TRACT NO . 22916-3
Inspector SEE SHEET NO. 1 ac e PR I NC I PAL �rEER, FOR CITY ENG I NEER
Exp. 3/31••-�6 Date: a
VERTICAL Jj' SII 1� ICHA L Aiolg
LMAN STEVEN W. CRE5 WELL PRECISE GRADING PLAN
Date Completed NSA lF of CKO R.C.E. No. 0 Expires 3-31-9(l R.C.E. No. 47150 Expires I2-31-95 LOTS 7 - 11 AND 66 - 70 SHEET 3 OF 4
PLU1: 09-11-95 JN: 400639 DRAWING: SHLL 1.3
MEN
CONSTRUCTION NOTES
2O— REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 SAWCUT I'
MINIMUM INTO EXIST. A.C. REPLACE WITH FULL HEIGHT CURB, GUTTER
• AND SIDEWALK AS REOUIRED BY INSPECTOR SEPARATE PERMIT REOUIRED
FROM ENGINEERING DEPARTMENT FOR ALL WORK IN PUBLIC WORKS R/W.
SEE 1270.71
SHEET NO . 2
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Robert Beim )FiUzam Frost & Associates R/W
o PROFESSIONAL ENGINEERS, R A4hM It SLRVEYCRS
2M YU MS. SIE. loo•1ElM CA. V31
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 SCALE 1" = 20'
1-800-422-4133 20 10 0 20 40 60
-- — _
wM
GRAPHIC SCALE IN FEET
TNO WORKING DAYS SU ORE YOU DIG L D 9 5—10 2 G R
CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE CC'D BENCH MARK SCALE Quo E E 5 S 1 pN� DES I GRED BY DRAWN BY CI-ECKED BY RECOMMENDED B . DATE: p-as CITY 0 F T E M E C U L A D�ARTr�rr o1: Puel I C WORKS Drawing No.
p A Z JL ADEL S. CASAO JL
Contractor HORIZONTAL � ,\c� i•� � P1 s epa a Under The Supervision Of
_ , ACCEPTED BY: DATE:/0•t .t TRACT NO 22916-3
Inspector SEE SHEET NO. 1 1 -20 a430wee pate: o PRINCIPAL ENGI •ER. FOR CITY ENGINEER
M I CHAL A. LAN
STEVEN W. CRESSWELL PRECISE GRADING PLAN
Dote Completed VERTICAL Jf'j
N/A F OF CA�1F R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. 47180 Expires 12-31-95 LOTS 71 — 76 SHEET 4 OF 4
PLUT: 09-01-95 JN: 400639 DRAWING: SHLE12