HomeMy WebLinkAboutLot 30-34, 55-60, 87-93 - Precise Grading L
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GRADING NOTES PRECISE GRADING PLAN
1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY
ORDINANC;E. 93-04.
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. PASEO DEL SOL
3, MAXIMUM CUT AND FILL SLOPES = 2:1.
4. PROVIDE r' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. PHASE 3 TRACT NO , 186 � 1
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
REPORT FOR ALL., FILLS OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ■ ■■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ �
ELEVATION AND I.00ATION OF CUT FILL SLOPES. ■ ■
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. ■ ■
■ ■ � UNLESS OTHERWISE NOTED ON PLAN
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT, ■ ■ * SEE PLAN FOR DRIVEWAY GRADE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS ■ 35 ■
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 0 ■ :34V
, -� p
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND ■ ■ �� 1%' MIN. ,"� Q�14�j
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ' ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■
THE PRELIMINARY SOILS REPORT. ■ �O ■ ■
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 ■ ■ 33 C-4'5
■ ■
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION ■ in ■ ■
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 3'
■ ■ *9 20 ■ 90 MIN. 1,
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 ■ 93 ■ ��.CO MIN. PLAN 4C IN MIN.
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ■ ■ ■ Z'� � ■ P'L. FF=1109.67 MIN
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 31 PAD=1109.0 z
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, ■ ■ ■ ■
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ■ ■� ■
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED IT MUST BE CLEARED KEYED ■ ■ 30 ■ 3'
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A� ■ 92,# ■ o ■ 54 ■ MIN. MIN.
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ■ ■ 1 ■ ■ 1 ?
■ ■ ■ 0 2% MIN.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE in ■ ■ PAD 21% MAX.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ■ ■ ■ 55 ■
AND DAMAGE TO ADJACENT PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ■ ■ 56 ■
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION ESPECIALLY10 91 ■ ■ ■ SWALE
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ■ ■ vs ■ ■ ��(� �-�•v
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ■ ■ ■ ST ■ TYPICAL LOT
■ ■ SIDEYARD LOT DETAIL
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE ■ ■ y ■ ■ N.T.S. DRAINAGE DETAIL.
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES ■ ■ ■ ■
OVER 30' IN VERTICAL HEIGHT. ■ 90 ■ :58 ■ N.T.S.
18. 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 BO
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ■ ■ 59 ■ in
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ■ ■ in ■
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS ■ ■ in ■
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND ■ �'v ■ ■ ■
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL ■ 89 ■ ■ ■
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ■ ■ ■
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R ■ ■ ■ ■
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR ■ ■ ■ ■
A MINIMUM OF 3 FEET. ■ ■ ■ ■
■ 4N ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■D ■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ �
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ■ 88 ■ TO RIVERSIDE
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ■ ■ TO CORONA C:ANY CONSTRUCTION/GRADING. ■ ■
■ ■ LEGEND
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS
■ ■ - � G /,7.
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED ■ ■ DF BW - BACK OF SIDEWALK DEEPENED FOOTING 4, ,R R q
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY in ■ FL - FLOW LINE
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ■ ■ -
�; ■ $7 FS FINISHED SURFACE
■ -
24. RETAINING. WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. FG FINISHED GRADEGIB■ ■ FG - GRADE BREAK
■ ■ GF - GARAGE FLOOR
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INDEX MAP -- TRACT BOUNDARY CityOf Temecula RD•
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Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS •
` of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND OWNER/DEVELOPER. ro
SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN
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
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 7200 IRVINE CENTER DR. NO. 470 z
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. IRVINE, CA., 92618 LD98-- 167GR •'
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CONSTRUCTION
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Date Exp.l2-31-02 PI ns Prepared Under Supervision Of RONALD J. PARKS PHASE 3 TRACT NO. 24186•-- 1 C
Completed J'� �P L S DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS G
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GF CA1.� GEORGE L Y DESIGN BY: CG LD 19744 9/30/01 Sheet 3 of 3
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