HomeMy WebLinkAboutLot 1-84 Precise Grading :RSIDE
PRE
CISE GRAD-ING P� AN
v'
DATE
's shall not fbtc:onstrued to be GRADING NOTES
,rol✓al of,aW violation of any
2/5 *state or wunty laws. ThisTRA C T NO
PO "on the jobuntil completion. 23128 „
�0 + 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUIL DING PAD AND DRA INA GE SWA L E SLOPE SHALL BE 1.=' IF CUT
/S OR FILL IS LESS THAN 10 ', 2Z IF CUT OR FILL IS GREA TER THAN 10
CA L DRA INA GE SIVAL ES SHAL L BE A MINIMUM OF 0. 3 ' DEEP AND BE CONSTRUCTED
A MINIMUM OF 2 FROM THE TOPOF CUT OR FILL SLOPES.
-
N%DLII y 3. MAXIMUM CUT AND FILL SLOPES 2. 1.
a LOTS /26, /27 B /28 OF TR,4 C T MAP NO. c�08 48 REC., ' 4. PROVIDE 5 ' WIDE BY1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
� FILL SLOPES OVER 5 , HIGH.
M. B. /72, PG. 67--� 72 ; R/V CO. A . P. N. 9/9 --350 -- 03/ & 032. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
NOPTf/ GE/Vl- P,9L ' SOIL S ENGINEER WHO SHAL L CERTIFY THA T AL L FIL L HAS BEEN PROPERL Y
KEA�Ny "147P OVER
AND WHO SHALL SUBMIT A 'FIML COMPACTION REPORT FOR ALL FILLS
0 VER 1 ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY
DEPARTMENT WRITTEN CER TIFI CA TION OF COMPLETION OF ROUGH GRADING IN
CAS/ ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO THE ISSUANCE OF
THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE EL EVA-
TION AND L TION FG 7. CUT SLOPES CEQUAL TO O ORT GREA TER L SLIFIL THAN 5 ' IN VERTICAL HEIGHT AND FILL
RAN SL OjES EQUAL TO OR GREA TER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
K, �t EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
a THE APPROVAL OF FINAL INSPECTION.
z z z z 8. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT,
yl CINI T Y MA P 27405 YNEZ ROAD, RANCHO CALIFORNIA, TELEPHONE (714) 676-7730, AT
NO SCALE W w W W LEAST 24 HOURS IN ADVANCE REQUESTING FINISH L 0 T GRADE AND DRA INA GE
w w INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
C-0 C.0 C-0 c= PERMI T FINAL INSPECTION FOR EACH L OT.
w9. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
w w W W BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DEL EUTERIOUS
"� cn cn c.ry MA TERIAL S.
T
10. A FINAL COMPA CTION REPORT WIL L BE REQUIRED FOR AL L FIL L S GREA TER
THAN 1 FOO T.
I
N C 0 L A S ROAD 11. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE PRELIMINARY SOILS
INVESTIGATION BY LEIGHTON & _ASSOC_•.......... DA TED _APRIL 9 /986
TWO SETS OF FINALCOMPACTIONREPORTS SHALL BE SUBMITTED TO THE BLDG.
AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM
MENDA TIONS AND CER TIFI CA TION THAT GRADING HAS BEEN DONE IN CONFOR-
MANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
0
12. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL 15 TO BE PLACED., IT
/ 1 MUST BE CL EARED, KEYED AND BENCHED INTO FIRM NA TURAL SOIL S FOR FUL L
SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS
EARTHWORK 0 UA N TI TIES / 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 8182 83 g4 ENGINEER PRIOR TO PLACEMENT OF FILL MA TERIAL .
13. DURING ROUGH GRADING OPERA TIONS AND PRIOR TO CONSTRUCTION OF PERMA-
/fAYV oar /1 977 63 w 2 NENT DRA INA GE S TRUC TURES TEMPORARY DRA INA GE CONTROL SHOULD BE PRO V--
�PAGf� IDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
L 05 5 L--S !�9 7
14. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
'wI/
62 __ • __ _ M I L A N 0 ROAD FUNC TION, ESPECIA L L Y DURING S TORM CONDI TIONS. PRO TEC TI VE MEA SURES AND TEMPORARY DRA INA GE PRO VISI DNS MUST BE USED TO PROTECT ADJOIN-
ING PROPERTIES DURING GRADING OPERA TIONS.
61 16. STABILITY CAL CUL A TIONS WITH A FACTOR OF AT LEAST ONE AND FIVE
45 44 35 34 21 20 3 TENTHS (1. 5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING
AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 ' IN VERTICAL
60 HEIGHT.
z 17. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
22 19 4
46 43 36 33 CERTIFICATION OF BUILDING PAD EL EVA TION. WHERE SPECIFIC EL EVA TIONS
FF Np �- / �F� a SEE S u E�r No. ARE REQUIRED, THE EL EVA TION (WITH RESPECT TO MEAN SEAL LEVEL) SHALL
'w
SfjlE'F `� � / NQ R 5 BE GIVEN. IF AN EL EVA TION WITH RESPECT TO ADJACENT GROUND SURFACE
T N0. 47 37 32 cn 23 18 1 . - SEE SHEET IS REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
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6 "BLOCK WALL - 6 , BLOCK
G.F./6.82 NO TES r
/INDEX VA PIP /. MASONRY UNITS SHALL BE GRADE A CONFORMINGO
TO A.S.T.M,C 9 , AND MANUFACTURED /N
SCALE: 1 /00' � ACCORDANCE W/TH CONCRETE MASONRY ASSOCIAT/ON STANDARDS.
Ta p� 2. PORTLAND CEMENT SHALL CONFORM TO A•S. T-M. C/50•
3. CONCRETE SHALL HAVE A MIN. COMPRESS/VE STRENGTH OF 2 000 P.S./. AT 28 DAYS
4. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED /N THE RA TIO BY VOLUMES
OF / PART CEMENT: I/2 PART LIME PUTTY, 4112 PARTS SAND AND SHALL CONFORM TO
12 A.S.T.M. C270. /F PLASTIC TYPE CEMENT /S USED, THE LIME PUTTY SHALL BE OMIT TED•
5. GROUT SHALL BE OF FLUID CONSISTENCY RATIO BY VOLUMES / PART CEMENT, 3 PARTS
6 SA ND, 2 PA R T S PEA GRA VEL.
�-� .Q�J��� 6 RE/NFORC/N SrEEL SHALL BE DEFORMED BARS CONFORM/NG TOA S. T. M A6/5 GRADE 40,
=// /�lll= - ���:����/lis �
:
// �P J r -/ ¢ , % WIRE REINFOR CING SHALL CONFORM TO A, S. T. M. A82.
74 7. SEE STI/ PLAN 117 FOR LOCATION RESTRICT/ONS AT INTERSECT/ONS.
NAT!/,r?,9L G,QpI/ND
oEENLCHXARK
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\\ �T F. � i, _ �:✓ WA 1,65/ 0 7a ?a EL EVA TION. .10-9.1. 074 • � � DA TE: 9-13w-82
/rr�ry r ;���
N 7J� 1217 �- /� RIVERSIDE COUNTY DESIGNA TIoN.: 1°46--81 sTAMPED oN 2 d 1/2" BRASS DISK L$ B"
IN CONCRF TE WALL FROM THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND $1��
FRONT S TREE T 1 . 7 MILES N1W ON FRONT S TREE r -- JEFFERSON A VE. TO THE J A�2509
DRAINAGE I N TER,sEC T I ON OF JEFFERSON AND WINCHESTER (HW Y-T 9), 2. o MILES N/E ON
TYPICAL LOT GRADING TYPICAL SWALE EXISTING WALLp,
WINCHESTER ROAD (HNY-79), TO A BRIDGE OVER THE TUCAL DTA CREEK AND THE
SANTA GER TROD I S CREEKFORK. IN THE SIE WINGWALL, 6 ' SIE OF CORNER OF
N . T. S . DRAINAGE CHANNEL BRIDGE ABUTMENT 3 ' E OF STEEL GUARDRAIL, 19 , N OF TELEPHONE SERVICE
BOX,
UNDERGROUND ALERT INFO: RE VISI QNS.' _ APPROVED BY: RANPA C ENGINEERING CORP.
COUNTY OF RIVERSIDE
48 HOURS PRIOR TO ANY GRADING 27447 Enterprise Circle West
-___ ________- REGISTERED CIVIL ENGINEER N0. 26457
IN THE VICINITY OF UTIL I TIES Temecula, Cal i forma 92390 TRACT NO . 23128EXPIRES 3/31/92 rel. (714) 676-7000 / OF
DA TE.'
CONTRACTOR SHALL NOTIFY (U. S.A _ SCALE: BENCH MARK: PRECISE GRADING PLAN
UNDERGROUND SERVICES AL ERT A T: 6 SHEETS
1-800-422--4133 _ _ AS SHOWN
AS SHOWN TI TL E SHEET
RIVERSIDE COUNT Y,CALIF.
FELE NO
DA TE.' FOR ROAD COMMISSIONER DA TE; WDA 105-11 FOR . F. 3.
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REVISIONS: SUBMITTED BY:
- -- RANPA C ENGINEERING CORP. COUNTY DF RIVERSIDE
27447 Enterprise Circle West
REGISTERED CIVIL ENGINEER NO. 26457 Temecula, California 92390 TRACT NO. 23128 2
DA TE EXP. 3131192 Tel. (7.14) 676--7000 or
PRECISE GRADING PLAN
APPROVED BY: SCALE. BENCH MARK.
.l' • - /"-20 S SHEETS
-( SEE SHEET No. / AND PLOT PLAN
RIVERSIDE COUNTY,CALIF. FI L E NO.
DA TE.'-
FOR ROAD COMMISSIONER FDA TE.'J /988 W. 0.105-H FOR.• SUNL AND F.B.
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REVISIONS.• SUBMITTED B Y.'
RANPA C ENGINEERING CORP. COUNTY OF RI VERSIDE
27447 Enterprise Circle West
REGISTERED CIVIL ENGINEER NO. 2645.7 Temecula, California 92390 TRACT NO. 23/28 3 OF
DA TE: EXP. 3131192 Tel. (7j 4) 676-7000 PRECISE GRADING PLAN
'
AP PR4 VED B Y.' SCALE.• BENCH-MARK.'
i"- 20' PLor
6
SEE SHEET NO. AND PLAN ,SHEETS
t RI VERSIOE COUNTY,CAL IF. FIL E NO.
DA TE.' FOR ROAD COMMISSIONER DA TE.'JUNE, /988 W- (9
D./05—// FOR. SUNL A ND F.B.
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REVISIONS.' SUBMITTED B Y.-
f�ANPA C ENGINEERING CORP.
COUNTY OF RI VERSIDE
' 27447 Enterprise Circle West
REGISTERED CIVIL ENGINEER M. 26457 Temecula, California 92390 TRA`i T /V D• 23/2 OF
DA TE: EXP. 3131192 Tel. (7.r4) 676-7000
APPROVED Y-• CAL BENCH MARK: PRECISE GRAD/NG PLAN
0 B SCALE B c 6
2° SEE SHEET NO. ! AND PLD T PLAN SHEETS
RIVERSIDE COUNTY,CALIF. F jL E' NO.
DA TE.•
FOR ROAD COMMMler'�,jONER DA TE.-JUNE, /988 W. 0./05// FOR: SUNL AND F.B.
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LEGEND REVISrONS.• SUBMITTED BY.- RANPA C ENGINEERING CORP. COUNTY RIVERSIDE
of
27447 Enterprise Circle West
VAWAWAWAWAW, /ND/CATS BZoC/l WALL REGISTERED CIVIL ENGINEER NO. 26457 Temecula, California 92390 TRA C T NO. 2.3/28 5 or
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REVISIONS: SUBMITTED BY:
RA NPA C ENGINEERING CORP. COUNTY OF RI VERSIDE
27447 Enterprise Circle West
REGISTERED CIVIL ENGINEER NO. 26457 Temecula, California 92390 TRA �` T NO• 23/28 8
DA TE.' EXP. 3/31/92 Tel. (714) 676-7000 OF
. PRECISE GRADING PLAN
APPROVED B Y. SCALE. BENCH MARK.
11 8 SHEETS
24 SEE SHEET NO. / AND PLor PLAN
RIVERSIDE COUNTY,cAL IF. FILE NO.
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FOR ROAD COMMISSIONER DA TE.JUNE,�988 W. 0.105-11 FOR: SUNL AND F.S.