HomeMy WebLinkAboutTract Map 22915-1 Lot 35-41,66-74 Precise Grading i
GRADING NOTES
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1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE CHAPTER 70, AS
AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE 1X DRAINAGE
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF
2' FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPES - 2:1.
4. PROVIDE A 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
WAR 0 D D SLOPES OVER 5' HIGH.
CSO CALif - BG 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
it 9 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
G1� ,p WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
Cp ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
A GRADING IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN PRIOR TO
-11,p ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
1 'F�, D ELEVATION AND LOCATION OF CUT AND FILL SLOPES.
7
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS, ALONG
CH0 NSZ ROAD TOP OF CUT SLOPE.
p,N O 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR Fl
R ALL LLS GREATER THAN ONE
FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS DATED 12/9/91
PROJECT SITE TWO SET'S OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
VICINITY MAP 7-5 �7 CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS
N.T.S.
REPORT.
7� 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411, AT LEAST 24 HOURS IN ADVANCE
+ REQUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
+ \ �O MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
713 + +� + 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 INSTABILITY
OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND
IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL
EARTHWORK QUANTITIES � + � + 20 OF FINAL INSPECTION.
CUT FLL 81 X30 + ?� 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
�� + `C 7' + + \ 13. FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
82THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
VOLUME: 210 CYS 210 CYS �3 + ® ♦ � 3� \ 14. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
+ + + ♦ ♦ CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.
841 + + + 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
® + ♦
J 33 FUNCTION ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND
+ + ♦ ♦ ♦ TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
+ + + fj + + 32 PROPERTIES DURING GRADING OPERATIONS.
Q 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
+ + + + +
-31 16.
AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
® + + 0 OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED
WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE
+ PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON
NDT FART 64 .+. + + 48 CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
6-5 IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.x.
+ + + + + + + 4D 17. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
_ + + + + COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
co1Rs . + ® + ♦ 50 18. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
Q APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
+ ♦ + ♦ ♦ ♦ ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
+ + + ♦ 3 52 � ENGINEER FOR REVIEW AND APPROVAL.
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
-58 I j7 �� rj � CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
LEGENDS IS
GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
X FIRE HYDRANT NOTICE TO CONTRACTOR
O AIR RELIEF
INDEX MAP THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR OTHER
N.T.S. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT UTILITIES SHOWN AND ANY OTHER UTILITIES NOT OF RECORD OR
LEGEND NOT SHOWN ON THESE PLANS.
P PAD
(TC) EXISTING TOP OF CIURB
TC TOP OF CURB R R
FL FLOWLINE R
FP HIGH POINT 01 mm -IN
FF FINISHED FLOOR 10 MIN.
MBI. • MIN. 4' MIN.
GFF GARAGE FINISHED FLOOR 4L10
r
FS FINISHED SURFACE 5 g ROLnre oI<F TOP e- MIN. FIF COMPACTED ABO P �' MIN. Pr
FG FINISHED GRADE IN PLAN
GI3 GRADE BREAKFF� -0 P 6 MIN. DEE(Q1m TING (VARIES pEEPENm E00?ipG (yARIES
N WATER METER r FF 5O 12' TO 18' ��MAX. • 0%MAx :1 9 91 it NO. 12' TD td' (SEE PLAN 0% Lr
µAx•
® SEWER
� NOTE TOTAL FOOTING DEPTH— DEPTH PCH
ER AR .
`,Ep GO�C��O G^ Ge e
DF DEEP FOOTING MO TOTAL FOOTING DEPTH— DEPTH PER ARCH. PLANS + EXTRA D.F. PER PRECISE GRADE PLANS PUNS + EXTRA D.F. PER PRECISE GRADE PLANS
LOT (NUMBERTYPICAL REAR YARD BERM TYPICAL SIDE YARD DRAINAGE SIDE YARD DRAINAGE
ll AT TOP OF SLOPE
2AR UNIT TYPE AND ELEVATION Ti
CONSTRUCTION NOTE
■ - ■ DEEPENED FOOTING
EXISTING 11 SLOPE-,-CUT/FILL NOTE: GARAGE PADS — PAD ELEV. — 0.5 FEET (TYPICAL)
F.G. ELEVATIONS AT ALL BUILDINGS CORNERS — PAD GRADE (TPP.)
TYPICAL LOT DRAINAGE AND SETBACK DETAIL PREPARED BY:
NOTE: PREPARE FOR: umsker
UNDERGROUND SERVICE ALERT SOILS ENGINEER ALL UNITS WILL HAVE ROLL UP GARAGE DOORS.
Call:Toll FREE PACIFIC SOILS TAYLOR WOODROW HOMES ssocistes Irvia4 Ian ,
-800 737� I
OPPORTUNITY ROAD 4461 RIDGE ROUTE DRIVE
SUITE LAGUNA HILLS, CA. 92653 Rafflu'as BMYnftv&s some ad
TWO WORKING DAYS BEFORE YOU DIG SAN DIEGO, CA. 92111
(619) 560-1713 (714)581-2626 > R� � ►> M4) �->�
CONSTRUCTION RECORD DATE BY REVISIONS ACC' BENCH MARK SCALE SEAL DESIGNED BY DRAWN BY CHECKED BY DRAWING No.
RELOCATE ui�D�N6 0-T c A� COUNTY OF RIVERSIDE B.M. No. T-29-81 eOLIVERITY OF TEMECLLA DEPARTMENT OF PUBLIC WORKS
o.r�. CAT. s Sr 4 �-'�- E RECOMMENDED BY: ___ ", //
CONTRACTOR 2 1/2' BRASS DISC IN CONC. CYLINDER LOCIATED HORIZONTAL �� W sA� ______--DATE: �L�
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FROM THE CALIFORNIAROAD,
OF FRONT ST. AND *? �J ti PLANS PREPARED UNDER SUPERVISION OF
RANCHO ORNIA ROAD, 1.8 MILES N.E. �1
RANCHO CALIFORNIA ROAD TO THE INTERS 9ON W R.C.E No. 44180 p A TE:��/1 P R E C 1 S E GRADING
INSPECTOR OF RANCHO CALIFORNIA ROAD AND MARGARITA RD. Ewham 6/30/97 ACCEPTED BY: _
IN THE N.W. COR. OF THE INTERSECTION 1' , OF VERTICAL I'LL_ pA� 3�/��j¢ PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT NO. 22916-1
A T CHAMWJNK FENCE 21•x18' AROUND SO. ALGA �� r -- — --- -- — --- THA E
Civ►V 4419a--
��j�// RAYMOND A. CASEY
DATE COMPLETED VALVES, 40' N. of PC,(NO R) 94' N. OF CEN— R.C.E. NO.__ T`F'I9 EXPIRES _6�30�7 R.C.E. No. 41$80 EXPIRES: 03/31 96 LOTS $6 - 41
TERUNE OF RANCHO CALIFORNIA RD. FIBER SS ¢ CALIF / , 66 74 Sheet 1 OF 2
WITNESS POST SET 1• W. OF MONUMENT.
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CONSIRUC IIUN RECORD DATE BY RLVISIUNS ACC BENCH MARK SEAL DLSIGNLD BY DRAWN BY CHECKLD BY
SCALE _ DRAWING No. v �=
5 94 O.N D REPLOT BUILDING AT AN APPROPRIATE LOCATION kITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Lij� C
COUNTY OF RIVERSIDE B.M. No. T-29-81 OLIVERIv R N OLIVERV Y R N RECOMMENDED BY: _____________DATE: _____
CONTRACTOR _________ _
FOR LOTS 36 & 37. 15-11 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED HORIZONTAL ��t 0 S4
-'--- FROM THE INTERSECTION OF FRONT ST. AND
RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON PLANS PREPARED UNDER SUPERVISION OF
RANCHO CALIFORNIA ROAD TO THE INTERSECTION R.C.E No. 44180 ACCEPTED BY: ________________DATE: _____ PRECISE GRADING °' C
INSPECTOR ------
OF RANCHO CALIFORNIA ROAD AND MARGARITA RD. �~0 6�Jo�o7 cC
IN THE N.W. COR. OF THE INTERSECTION 1' E. OF VERTICAL _________k��t �__•___ _�- DATE 51/7194 PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT NO. 22915-1 N
A 7' CHAINLINK FENCE. 21'x18' AROUND SO.CALGA 7 C1V,�
� ----- -----/------ RAYMOND A. CASEY PHASE 6
DATE COMPLETED ------------- VALVES, 40' N. OF P.P.(NO /) 94' N. OF THE CEN- Qr, CALM R.C.E. NO.___ �Q_ EXPIRES L3�7
TERLINE OF RANCHO CALIFORNIA RD. FIBERGLASS 44 ` R.C.E. No. 41880 EXPIRES: 03/31/96 LOTS 85 - 41, 66 - 74 Sheet 2 Of 2 3 ?
WITNESS POST SET 1' W. OF MONUMENT. ---- --- - - Q