HomeMy WebLinkAboutTract Map 21675-6 Lot 9-26 Precise Grading LEGEND �,F
TOP OF CM Om.Do ' PAD ELEV. RANCHO Is
T. c. V TA
FLOW LINE FoLe
HIGH POINT H.P. am
15, TV. 15' Tr. j, VIA RAMI
FINISHED FLOOR FF 0000.0 2n PAU!IA j ca
(EXCEPT C C (EXCEPT D D PRECI E G ADING PLAN
OWK OWNE
FINISHED SURFACE F.S. - MUM) NOTED) 74
GRAM 9WAX L6A
LOT MICNNRlER aX x xi
GARAGE FLOOR GIF 0000.0 •
PAD ELEVATION PE 0000.0
D
rRAc r NO 21675 6
7
RM um!Es MOM
4R
tx4T TYPE 14
I1ICAl Em ELIEVATM
ELECTRICAL VKILT TYPICAL SIDE YARD DRAINAGE (14.T.S. Il TO MR DIEGO
FIRE HYDRANT xy - PROJECT SITE
V1CINTTY MAP
EXTRA DEPTH FOOTING NOT TO SCALE
GRADING NOTES
DRIVEWAY TRACT M. 2IM-5 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER ro.
STREET LIGHT AS AMENDED BY ORDINANCE 457.
so Nunn wm,- w-faq 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SMALL BE IZ.
TRACT 'A ...5 2A in
39 J. MAXIMUM CUT OR FILL SLOPES 2: 1 .
NO. .. ....
30 37 36 35 34 33 32 31
6
21675-3
40 RTE ROSARIO TRACT NO. ALL 4. OV I DE SLOPES 5' W ODVI EER BY5 ' I HIGHM I GM BIERM OR EOU I VALENT ALONG THE TOP Of ALL
F .
21675-5
12" MIN. ABOVE PAD ELEV. 41
5. ALL GRADING SMALL BE DONE UNDER THE SUPM ISION OF A COMPETENT
4 5 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
1 2 3
42 43 44 45
LPLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
mm m
OVER I ' DEEP.
m7:7::X 7777 71
ROUND OFF TOP 7
WATER SM ICE S. A REGISTERED CIVIL ENGINEER SMALL SUBMIT TO CITY OF TEMECULA
SEWER SERVICE 5 # VISTA ROAD ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
SLOPE III ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
EXTRA DEPTH FOOTING .7 PROJM PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
T SITE T. TOP OF CUT SLOPE.
SECTION 6 8 (m.'t-s- 1 S. FINAL COMPACTION REPORT WILL BE REQUIRED 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 REC MMENDATIONt Of
THE PRELIMINARY SOILS INVESTIGATION BY:
N. P�L 5' MIN. PACIFIC
SOILS ENGINEERINGINC. DATED: JUM 19, tM
Sm MIN.
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
3 ' MIN. I 1 3 ' MIN. /
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.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
® J DEPARTMENT, TELEPHONE (909) 694-64fl AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
12'0 MIN. N TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
2z MIN.
N.
EACH LOT.
2% MIN. 2: 1 60 TYP. 21 % MAX.
21 % MAX. 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
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
SECTION C C EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
RMEX AP
THE APPROVAL OF FINAL INSPECTION.
MIN
2'
2-. 1 MAX.-11. T I I MA;. fLj
ir0
0. 6 SCALE :
CALE : 1 " = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
5 ' MIN. P/L
13. FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
3 ' MIN. 11 ow LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
MUDSILL MIN.
610 mrtft. 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SMALL 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
• ML tALLPRW
IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
IYMCJ0V8rvvl
27. MIN.
2r1 MAX. N.T.S. GIVEN.
21 % MAX.
15. EROSION CONTROL: ALL GRADED SLOPES SHALL IM PLANTED WITH ROSEA ICE
SECTION D D PLANT AT 12m ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
(N. T. S. )
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
S14FET I NOE X CONSTRUCTION NOTES & QUANTITY ESTIMATE 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 9 - 26 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
I LOT GRADING 1 18 LOTS 15 C.Y./LOT) 270 C.Y. U.P.C. CHAPTER IO.R. 2
BENCH MARK 2 INSTALL TRAFFIC BOX, BROOKS MODEL NO. �-RT. J R CONCRETE EA. 16. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED IN TW FIELD PRIOR
MODEL NO. V-2R OR EOUAL APPROVED BY EMWD TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 01
COUNTY OF RIVERSIDE B.N. NO. T-29-61
1 I/2w MASS DISC IN CONC. CYLINDER LOCATED FRW ?W I& or "wr ST. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
MID RANCHO CALIFORNIA NW, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- C:
TW PRIME ENUVErlK NOMM lNESE PAIS 15 FM ASSURM WCURM RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
TO THE INTERSECTION Or RAIM CAL IFORM IA ROAD AND MARGARITA ROAD,IN THE N.V. AM ACCEPTABUTY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER
CORNER W THE INTERSECTION I ' E. OF A 7' CHIAINLIW FENCE, 21 ' 1 16' CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
AROUND 30. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE FOR DETERMINING AN ACCEPTABLE 30LUTION AND REVISING THE PLANS FOR APPROVAL BY TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
V
IF RAN= CALIFORNIA ROAD. FIKRGLASS WITNESS POST SET I' W. OF MONUMENT. THE CITY.
ADJ. DATE: F-13-12 ELEV. 1128.410 6
t. ReVISec:> fiOOT Flz'"T APPROVED BY:
,It BASIS OF BEARINGS OVNER/DEVELOPER Robert Bein.Willia' a Prost & Associates /95, Rlbr I-LOTS, li A I-+ I p CITY OF TEMECULA SHEET
1/94 RL" R"Sfp "Ourve PLOT LOT22 ir
I //A* -
MESA HOMES
THE BEAR I M SIM HEREON ARE MED ON A FDR�10 W TW OF
27555 YNEZ ROAD, SUITE 200 (C
1.
CENTERLINE OF RANCHO CALIFORNIA ROAD AS SWOON 00 TACT PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS HIM 91"KIE OW WIV9. MIT[ M. 'nWO&A. mirm"IA 9"M TRACT NO . 21675-6
W NO. 20079-3 FILED IN WM 150. PAGES 41 THIROUGH 4 TEMECULA, CALIFORNIA 92591 RAY A. CASEY R.C.E. 418M
@F WPS IN THE OFFICE OF THE COUNTY RECORDER OF 43M PRINCIPAC ENGINEER EXP. 3/31/96
RIVERSIDE COUNTY, CAL IF01111111A KING N 78O07 '050' W EXP.3-31-96 C I TY Of TEMECULA PRECISE GRADING PLANS or 2
CjVj%_
h RAC
E: OF' CAL DATE By DESCRIPTION APP 'DJDATE
I I L
MICHAEL A. TY AN EXP -6-51-9G E. LOTS - 9 - 26
R E V I S 1 0 N S CITY DATE It fi(q
J. N. 400495
Q
TRACT N0. 21675-5 �� LOT 8 LOT 6
LOT 14 LOT 13 PE= 1269 . 9 .o
PE= 1271 . 1 PE= 1270 . 8 LOT 12 LOT II LOT 10
�%' LOT 9 46•x' f.ts. PE= 1290 . 2
PE= 1 270 . 4 PE= 1 270 . 2 PE= 1269 . 9 ��� PE= 1269 . 9 37
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�G' �G' `0- C' 1 $�93 Fi ReVi�D t+0�,16.E FooT PRINT /� APPROVED BY:01 SHEET
,-oTs V 24- CITY OF TEMECULA
Robert Be7,n, William Frrost & Associates � °�Q z I/% RaF REvIvED I� usE PLOT, LCT Zz �,,, � � 2
PROFESSIONAL ENGINEERS, PLANNERS L SURVEYORS TRACT NO . 21675-6
RANCHO VISTA ROAD " WN sI� OM WIVE. NII M, UMCUL►. cKiro",• ms• _
YIIOPO A. CASEY R.C.E. 4 1880
43090 RINCIPAL ENG INEER EXP. 3/31/96
o..3-3 -,» C I Tr of nWCMA PRECISE GRADING PLANS OF
CIDiVSTRUt;TION NOTE rev 1 EWo ev: CIV 1v
INSTALL TRAFFIC SOX. SR00113 IiiNO. 1-RT. J 8 R CONCRETEAjj DATE:(Z Or COL DATE BY DESCRIPTION APP 'D DATE C
MODEL NO. V-2R OR EQUAL APPROVED BY EMMID. MICHAEL TY N R.c.E. a 090 R E V I S 1 0 N S DATE: L3 LOTS 9 - 2 U
J . N . 400495