HomeMy WebLinkAboutLot 41-48, 80-85 Precise Grading PRECISE GRADING PLAN
GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PASEODEL SOL
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. LEGEND
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. 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. BW BACK OF SIDEWALKDF -- DEEPENED FOOTING
3. MAXIMUM CUT AND FILL SLOPES = 2:1. TRACT NO . 185 FL FLOW LINE
FS - FINISHED SURFACE
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. FG - FINISHED GRADE
GB - GRADE BREAK
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALLPHASE 3 LOTS 1 8 AND 80 85 GF -- GARAGE FLOOR
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION HP - HIGH POINT
REPORT FOR ALL FILLS OVER 1 ' DEEP. LP - LOW POINT
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6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN TC - TOP OF CURB
- TOP OF GRATE
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING I TF - TOP OF FOOTING
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION AND LOCATION OF CUT FILL SLOPES. +aa TW - TOP OF WALL
7. PROVIDE BROW DITCH DESIGNED TO HANDLEI I -- TRACT BOUNDARY
100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. - RETAINING WALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
90 - LOT NUMBER
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS PLAN 4C -- HOUSE PLAN TYPE
I
FF=1109.67 - FINISH FLOOR
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL PAD=1 109.0 - PAD ELEVATION
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY I N
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT. I 17
1
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 3
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION IS
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. I " " TO RIVERSIDE a,
To CORONA
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11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR " 3' '� z M
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. G R
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12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS,
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. I
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13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, I „ 42
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. " �, 'po v� -c m
„ I PROJECT
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE -�
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER I ` , I p AU8A R° SITE
AND DAMAGE TO ADJACENT PROPERTIES. o
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15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. a. S I City of Temecula Ro
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY I , +� I' Cr PORTON
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ' DE 79
A HIGHWAY CAMPANULA
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 47
7
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE 40 TO SAN DIEGO
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES
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OVER 30 IN VERTICAL HEIGHT. VICINITY MAP
____ ______ _.
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING a p NOT TO SCALE
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 IS r w
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
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19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS '� "' ~ •'
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND I • IN
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL i
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT I
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R
2 n UNLESS OTHERWISE NOTED ON PLAN*
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR SEE PLAN FOR DRIVEWAY GRADE
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A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ,o ��[�N4
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF
17 MIN. 4���.
ANY CONSTRUCTION/GRADING. CCWSIESTM1EET as
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23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS � N�
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED «
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY I n
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ~ ~ 9O M30
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24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. PLAN 4C 2% MIN.
P.L. MIN. FF=1 109.50 MIN.
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PAD=1 109.0 z
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.• I 3' 1I GF=1 109.0 3
MIN. MINI °
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27a MIN. I M Cn
PAD 21% MAX. ,,0
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INDEX MAP SWALE
SIDEYARD LOT DETAIL TYPICAL LOT
N.T.S. DRAINAGE DETAIL a-
N.T.S.
FORE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING i
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�'�, Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 0o
4 Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: o
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 120 60 120 240 00
Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS
7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22-56'23"W TRIMARK PACIFIC HOMES GRAPHIC SCALE: 1"=120'
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 85 ARGONAUT, SUITE 205 z
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. ALISO VIEJO, CALIFORNIA 92656
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 465-1655 LD00- 1 52GR
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE �
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CITY OF TEMECULA
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Contractor LASSHOWN DEPARTMENT OF PUBLIC WORKS Drawing No.
RECOMMENDED BY: DATE: o
Inland Empire Division PROFILE SCALE o
Inspector a Westey, � 22690 Cactus ue, Suite 300 Moreno Volky, CA 92553-9024 (909) 653-0234 NA Z-/7j5 `N°
No. 45920 ACCEPTED E PTE D BY: AT Q a PRECISE GRADING PLANS
Date SEE ABOVE DATE:
Completed Ezp.12-31-02 � Ions Prepared Under Supervision Of RONALD J. PARKS TRACT N0. 24185
S � DEPUTY DIRECTOR OF PUBLIC WORKS
9 Date /21.Le DRAWN BY: LD PAs EO DEL S 0 L �°
� CA��F GEOR E A. LEN STEY DESIGN BY: CG - LD °'
R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: CG R.C.E No. 19744 Expires 9/30/01 PHASE 3 LOTS 41 -48 & 80-85 Sheet 1 of 2 0
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Call: TOLL FREE
1 -800 z
422-4133 LD00- 152GR
TWO WORKING DAYS BEFORE YOU DIG r7
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF T
QF#ESSI 1" =30' Drawing No.
RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS
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Contractor PROFILE SCALE o
Inland Empire Division
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Inspector ' creO
A. 22690 Coccus Avenue, Suite 300 Marino Valley, CA 92553-9024 (909) 653-0234 Lenfestey N A 9 t PRECISE GRADING PLANS
p SEE SHEET 1 No• 45920 ACCEPTED BY: DATE.
Date Exp.12-31_02 Pla Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24185
Completed J'� \Q' 4�Z(�� DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS
q�� ��F� GEO G A. EST Y Date _ DESIGN BY: CG - LD PAS EO DEL S 0 L
CA R.C.E. No. 45920 EXPIRATION DATE 12/31/2002R.C.E No. 19744 Expires 9/30/01 PHASE 3 LOTS 41 -48 & 80-85 Sheet 2 of 2 0
CHECKED BY: CG
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