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PRECISE GRADINEi PLAN
PASEO DEL SOL
TRACT NO . 18 � 1 LOTS 75 � 90
GRADING NOTES
1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY
ORDINANCE 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. LEGEND
3. MAXIMUM CUT AND FILL SLOPES = 2:1.
BW - BACK OF SIDEWALK
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. DF - DEEPENED FOOTING
FL - FLOW LINE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL FS - FINISHED SURFACE
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION FG - FINISHED GRADE
REPORT FOR ALL FILLS OVER 1' DEEP. GB - GRADE BREAK
GF -- GARAGE FLOOR
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN HP - HIGH POINT
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING LP - LOW POINT
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, TC - TOP OF CURB
ELEVATION AND LOCATION OF CUT FILL SLOPES. TW - TOP OF WALL
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. -- TRACT BOUNDARY
90 -- LOT NUMBER
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PLAN 4C - HOUSE PLAN TYPE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS FF=1 109.67 - FINISH FLOOR
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420--01) DATED 4-26-96 AND ALL PAD=1109.0 -- PAD ELEVATION
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY
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.
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694--6411 AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
1 T. 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
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. UNLESS OTHERWISE NOTED ON PLAN
* * SEE PLAN FOR DRIVEWAY GRADE
11. 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, A-.'t�v
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. L 17 MIN. Z- Q �•
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGELn
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER N-5
AND DAMAGE TO ADJACENT PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
90 MIN. 5'
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY 5 PLAN 4C 2% MIN.
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST P.L. IN. MIN.
BE USED TO PROTECT ADJOINING PRQDERTIES DURING GRADING OPERATIONS. FF=1109.67 -�
PAD=1109.0 0 z
7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE z r- �
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES M TO RIVERSIDE
OVER 30 IN VERTICAL HEIGHT. 3, 1 �� 1�0 CORONA
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING MIN. MIN.
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN z
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 2% MIN. -1'E
REQUIRED, THE ACTUAL, DISTANCE AE?r'VE THE ADJACENT GROUND SHALL BE GIVEN. PAD 21% MAX. �R �►
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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
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL
BE PLANTED AT 10' ON CENTERS. SIOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT v
SWALE
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R �� �.�. -o ~�
��. FINISH GRADE SHALL 3E SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET. SIDEYARD LOT DETAIL TYPICAL LOT pA B1
2 NO OBSTRUCTION OF F;.00D PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. N.T.S. DRAINAGE DETAIL PROJECT
22. ALI- PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF N.T.S. City of Temecula RD SITE
J
ANY CONSTRUCTION/GRADING.
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23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HISP�U1J�►
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED
DURING CONSTRUCTION. UPON REQUES 1, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY WAY
TO SAN DIEGO
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
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VICINITY MAP3.1-0
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IN/ � �, 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 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
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS
Call: TOLL FREE � 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 12636 High Bluff Drive z
1 --80 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. Suite 300 LD98- 134GR
422--41 .33 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. San Diego, CA 92130 �n
iwO WORKING DAYS SEEOR� YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410
CONSTRUCTION REC( D DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH ,, PLAN SCALE
s,,�, 9 CITY OF TEMECULA T-
ESS/ INTERNATIONAL la"d 1 =20 Drawing No.
civil INC. �s� � RECOMMENDED BY: DATE. i DEPARTMENT OF PUBLIC WORKS00
Contractor ,� ' , Water ft, , PROFILE SCALE _
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Inspector �- rp A.45enf deY MW awe An. NOW ,N O Nomw VWAW CA ,W, (M)#&-O"4 NA ACCEPTED BY: 4DATE: 9� PRECISE GRADING PLANS
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SEE ABOVE Exp.iz-31-9e ans Prepared Under Supervision Of RONALD J. RKS T
Q DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N 0. 2 418 2- 1
Completed J� DRAWN BY: LD
Date �� __ PAS EO DEL SOL
Gly- CAS\ GEO GE A. F Y DESIGN BY. CG - LD �
R.C.E. No. 45920 EXPIRATION DATE 12/31/1998 R.C.E No. 19744 Expires 9/30/01 LOTS 7 5-9 0 Sheet 1 of 2 +'
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Inspector eorge A. Leniestey '
cwtu"d� No. 4590 � _ - xseoo crew. ,�.... s,Ma soo. �..�.. rws, e� iaesaa ��)esa-osa� ew NA � 00
Date SEE SHEET ACCEPTED BY: DATE: �a PRECISE GRADING PLANS
Exp.12-31-9e Plans Prepared Under Supervision Of V-
Completed RONALD J. PARKS
sT .� DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 24182- 1
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Date 11 z3 9� _ ., DRAWN BY: LD
OF CAO GEORtE A. E TEYDESIGN BY: CG _ LD PASEO DEL SOL _
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R.C.E. No. 45920 EXPIRATION DATE 12/31/1998 CHECKED BY: R.C.E No. 19744 Expires 9/30/01 LOTS 75-90 Sheet 2 Of 2 0
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