HomeMy WebLinkAboutLot 11-17, 34-37, 78-81 - Precise Grading PRECISE 43R,,ADING PLAN
LEGEND
GRADING NOTES: BW -- BACK OF SIDEWALK
DF -- DEEPENED FOOTING
FL -- FLOW LINE
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE APPENDIX, FS - FINISHED SURFACE
CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. SO IMB R� OSA FG - FINISHED GRADE
GB -- GRADE BREAK
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 176. DRAINAGE SWALES SHALL BE A GF -- GARAGE FLOOR
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. HP - HIGH POINT
PfiLSE0 DEL Sol LP - LOW POINT
3. MAXIMUM CUT AND FILL SLOPES = 2:1. TC - TOP OF CURB
TF - TOP OF FOOTING
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. TG - TOP OF GRATE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL TW - TOP OF WALL
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION - TRACT BOUNDARY
REPORT FOR ALL FILLS OVER 1' DEEP. NON
- RETAINING WALL (BY SEPARATE PERMIT)
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN 90 -- LOT NUMBER
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN 4C - HOUSE PLAN TYPE
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ■ ■ AND ■ FF=1109.67 - FINISH FLOOR
ELEVATION AND LOCATION OF CUT FILL SLOPES. HA 0 , PAD=1109.0 - PAD ELEVATION
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY * UNLESS OTHERWISE NOTED ON PLAN
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND SEE PLAN FOR DRIVEWAY GRADE
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF �GZ�
THE PRELIMINARY SOILS REPORT.
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10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 _ r-� �•4 �' O
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION _ ��� 19� MIN.
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR
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 ���y!► �,
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 3,
9� MIN. ,
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 2
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. dp se MIN PLAN 4C 2% MIN.
P.L. FF=1 109.67 Mal
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, �p I PAD=1 9.67
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ! 0� z
09.0
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER 17
0 10 00
3' 1' �I GF=1109.0
AND DAMAGE TO ADJACENT PROPERTIES. '
�� MIN. MIN.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. i 2% MIN. 2
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY i
�� .e � � PAD 2196 MAX.
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ,i a la M 1 A
04
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE 61% % 1�SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES � fi N SWALE ,�
OVER 30 IN VERTICAL HEIGHT. V V
sp t
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING \ M °A Lc WAY- d SIDEYARD LOT DETAIL TYPICAL LOT
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN pEti
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS r 1 0 .0 N.T.S. DRAINAGE DETAIL
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. !� 1p O N.T.S.
N ss , Gp*gg�P*�
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 ON CENTERS M
OR ANOTHER APPRQVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND / z� �` a�
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL
\'d
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENTs ap � •
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R IS "A3 \00 60 w
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 114!' PER FOOT FOR
A MINIMUM OF 3 FEET. EASEMENT FOR �4� s1b \ M ET
STREETS AND y ss ;;,;, O�t0 S DE P
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PUBLIC UTILITY \ TO oRr
PURPOSES CZQpR s O�
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF SS
ANY CONSTRUCTION/GRADING. 'A rI« • Ce
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED40
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY �9 ,�� ��
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 4, / ' ► �•` ��� TeRgM0
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. ,. �� q�o�
25' SLOPE PR03E
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BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING SCALE. 1 VICINITY MAP
-120
FORE N.T.S. O
Underground 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION o
cT Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD ASOWNER/DEVELOPER: I 6
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN Ln
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 CONTINENTAL HOMES
7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W
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422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. Suite Diego,
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130 LDOO-203GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies, PLAN SCALE
10101 QR�EIAS SHOWN CITY OF TEMECULA
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(-D Richard N. Yale 22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234Y
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CA R.C.E. No. 040 EXPIRATION DATE 12/31/2001 CHECKED BY: CG R.C.E No. Expi ea LOTS 1 1 17,34-'37 AND 78 81