HomeMy WebLinkAboutTract Map 21675-6 Lot 6-8, 27-29 Precise Grading M
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PAD ELEY. -0.3' IN.
TDP OF CURB 0000.00 B
T. C. RANCHO VISTA
FLOW L I NE F.L.
'! B
MiGH PAINT M.P. 40
15• Tire. 15-1 Tv . V i A RWI
F 1 N I SHED FLOOR FF 0000.0 a A (EXCEPT C C (EXCEPT D D PAUBA
W
PRECI E RADING PLAN
F 1 N I SHED S'UR'FACE F.S. �i� wc1�
VOTED) NOTED)
DE BR
GRAM 6.5. W
ROAD
• i I i i �
LOT HUMBER aX x
— � t_
6
GARAGE FLOOR GF 0000.0rRAc r NO 21675 _
• PAD ELEVATION PE 0000.0
rk. Q`�, a ?I �-
111CCATES MOM � �IIfA, � i rlx• a.4 �
UMT TYPE 4R
e HR1'. 79
MDICATES 13EVAT m
MECTRICAL 'MI&T TYPICAL SiDE YARD DRAINAGE (N.T.S. ) TO SAN DIM
FIRE HYDRJf'KI xO' �
PROJECT SiTE
129, vim. P/L 1!' MIN. BLDG. PAD
VICINITY MAP
1lG��E3 AMOt>NT O ABOVE PAD ELEY. -
EXTRA DEPTH FOOTING 5 M I N. 3 MIN.
NOT TO SCALE
COMPACTED 6" MIN.
• BERM
GRADING NOTES
DR I VE1►AY 2s I MAX. N T 27. MIN. t 5
2% MIN. 'S' )
21 % MAX. TRACT W. 2I r '� 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
STREET LIGHT o--- SECTION A w A AS AMENDED BY ORDINANCE 45T.
FOR SIDE YARD SLOPES GREATER 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SMALL BE = IX.
THAN 5 ' IN VERTICAL HEIGHT TRACT � : 26 25 24 23 22 21 20 19 le 3. MAXIMUM CUT OR FILL SLOPES 2: 1 .
� 39
NO.
38 37 36 35 34 33 32 31
4. PROVIDE 5' MADE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
21675-3 4O ,OFtTE ROSARiO FILL SLOPES OVER 5' HIGH.
a
12' MIN. ABOVE PAD ELEV. 41 Z _ _ _ S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
c SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
-� 1 2 3 , 8 :' = �`_ 9 10 II 12 13 14 IS 16 t7 PLACED AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT FOR .ALL FILLS
' 42 43 44 4S a
OVER I ' DEEP.
M/AT 11 SERI►t trE MUM OFF TOP N
�` _ 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA
SEVER SERVICE S 5 ' N� VISTA ROAD ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
RAI' GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
II ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
SLOPE GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
PRWECT
EXTRA DEPTH FOOTINGSITE T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
TOP OF CUT SLOPE.
SECTION B - B cN.T.s. I -
S. FINAL COMPACTION REPORT WILL_ 6E REOUiRED FOR ALL FILLS GREATER THAN
FOR REAR YARD SLOPES GREATER ONE FOOT.
THAN 5 ' IN VERTICAL HEIGHT
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WiTH RECOMMEiDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
PACIFIC SOILS ENGINEERING INC. DATED: JUK IS.1987
C' MIN. S' MIN. P� S' MIN. 6' MIN.
3 ' MIN. It I 3 ' MIN. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MUDSILL MIN. MIN. MUDSILL MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
T 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
T ® DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
12" MIN• � TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
2% MIN.
EACH LOT.
2% MIN. 2: 1 MAX. 6" TYP. 21 % MAX.
It . CUT SLOPES EOUAL TO OR GREATER THAN 5'• IN VERTICAL HEIGHT AND FILL
21 % MAX. SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
SECTION C w C PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
WEXMAP EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
(N. T. S. ) THE APPROVAL OF FINAL INSPECTION.
SCALE : I " = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
S' MIN. P� ® 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR MALLS AT NOT
3 ' MIN. It ® �fl s0' LESS THAN I/2" PER FOOT FOR A MINIMUM OF 3 FEET.
MUDS ILL MIN. 6' MIN. 14. A REGISTERED CiVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
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
�LAL.L �� IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
27 MIN. GIVEN. .-
21 % MAX. 2: 1 MAX. ( N.T.S. ) IS. EROSION CONTROL: ALL GRADED SLOPES SMALL BE PLANTED WITH ROSEA ICE
SECTION D D 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
(N. T. S. ) SHEET INDEX LONSTHUL1 ION NOTES & QUANTITY ESTI MATE SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS 6-19 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P.C. CHAPTER IO.R.
LOTS 27-29 1 LOT GRADING 1 6 _OTS 15 C.Y. /LOT) 90 C.Y.
BENCH MARK I6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
s TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
b`-
000NTY OF RIVERSIDE B.M. NO. 7-29-81 S
1 1/2' BRASS DISC IN COW. CYLINDER LOCATED FRRI TIC INTERSECTION OF FRONT ST. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES MDT RELIEVE
NO RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPLICANT AND H 1 S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- c
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.M. RECTION OF ERRORS OR OM 1 SS I ONS DISCOVERED DURING CONSTRUCTION. UPON
CORFER OF THE INTERSECTION I ' E. OF A T' CHAINIINR FENCE. 21 ' r 16'
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
AI UND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.tel 94' N. Of THE CENTERLi1iE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. L
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. IF MONUMENT.
ADJ. DATE: 9-13-82 ELEV. 1128.410 L
C
1 AP11POVED B, : L
BAS I S OF BEARINGS OWNER/DEVELOPER �ESS� CITY OF TEMECULA SHEET
Robert Bein, William Frost & Associates ,�9 °►�
THE BEAR I NGS SH(W HEREON ARE BASED OR A PORTION OF THE MESA HOMES
27555 YNEZ ROAD, SUITE 200 PROFESSIONAL ENGINEERS, PLANNERS G SURVEYORS P ( 1
QNTERL 1 NE of RANCHO CAL I Ft)IIN I A ROAD AS SHOiIN ON TRACT �nTRACT NO . 21675-6
MAP NO. 20079-3 FILED IN BOOK 150, PAGES 41 THROUGH 48 TEMECULA, CALIFORNIA 92591 IBM SIkVLE one DRIVE. SUIT[ tis. TEst
WCULA. CAL ets � vZ � RAYMOND A. CASEY iI.C.E. 41580
OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ttotj srs-ss �r isot� tTs-Tt.o tr0.
R 1 VERS I DE COUWY, CAL I FORNI A BE I NG N 78'OT '05 W e EXta,3�3�1-96 R PRINCIPAL ENGINEER EXP. 3/3 I/96 2 S
REVD SY: sr C1Y1� \� GITY OF TEMECULA PRECISE GRADING PLANS OF
A&ftGATE: 'Ifs �rE' DATE BY DESCRIPTION APP 'D DATE- OF +
s M I CHA L A. MAN EXP 3-'�1- 9` R.C.E. 43 90 ICA1-\� LOTS 6-8 s 27_29
i; R E V I S 1 0 N S CiTYt
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I
RANCHO VISTA
ROAD � �•` •'��'
��
•`• ��,e `'.
1 - APPROVED 1BY:- - - - �/ CITY OF TEMECULA
SHEET
_ - Robert Beln,William Post & Amoctates Z
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS , TRACT N 0 . 21675-6
wrs alias so trim, an . tea. GAWWMA 9w _ A. CASEY R.G.E. 4180
aea " am t >zw Me
3M I NC I PAL EMi I Nn EW. W31/911
11E1►Ic c sr: 2
' W.3-31-x° CITY of ,EES► PRECISE GRADING PLANS Or
� c1'v1�-
DA?l Q, `E DATE BY DESCR 1 PT I ON APP#D DATE
MICHAEL Us T MAN R.C.E.
R E V I S 1 0 N S DATE: `1 Zdf13 LOTS 6-8 27-29