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GRADING NOTES,
PRECISE GRADING PLANz
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. PASEO DEL SOL
3. MAXIMUM CUT AND FILL SLOPES = 2:1.
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. PHASE TRACT NO , 186 � 1 LOTS 35 � 5
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 0000 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION AND LOCATION 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
S. 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
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 ■ 19 ■ ':2 .�
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND ■ �� ■ �� 1% MIN. " .4r?14��
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
b Z80
THE PRELIMINARY SOILS REPORT. ■ 27. ■ ,�_
■ 23 � ■ �' � N�
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 ■ 41 ■
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
■ ■ 3'
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ■Z 40 ■ 90 MIN.
1'
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR ■ 39 ■ 5' PLAN 2� MIN.
GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN ■ ■ MIN.
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ■ 33 ■ P.L FF=1109.67 MIN.
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ■ 37 PAD=1109.0 z
■ 36 OMME SSSS ■ ■ ■ ■■ ■ ■ ■ M ■ ■ ■ ■ ■ ■ ■ MEMS ■ ■
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 35 ■
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ■ ■
■ 3• 1. �.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, ■ ■
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ■ MIN. MIN.
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. I z
�4.iyF 2% MIN.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE PAD 21% MAX.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ■
AND DAMAGE TO ADJACENT PROPERTIES. ■ ■
■ 42
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
■ ��,?C,0 ■ SWALE
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY ■ ■
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ■ ■ �V ��'V
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ■ TYPICAL LOT
■ SIDEYARD LOT DETAIL
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE ■ ■ 51 43NTSDRAINAGE DETAIL
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES ■ . . .
OVER 30' IN VERTICAL HEIGHT. ■■ 53 ■■ 52 N.T.S.
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING ■ 54 ■
1
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 111■
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ■ IN44
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ■
■ 9
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 ■ 50p
BE PLANTED AT 10 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT ■ S� COS ■ 45
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. %1 ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SEEM ■ ■
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ■ 49 ■
■ � rt
■ To NERsroE
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ■ 46 ■ TO CORONA
ANY CONSTRUCTION/GRADING.
■ ■ LEGEND
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 DISCOVERED48 e ■ BW - BACK OF SIDEWALK �,�►
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ■ DF -- DEEPENED FOOTING
LO
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. `s'� FL - FLOW LINE
■
M FS - FINISHED SURFACE
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. ■ �' ■ FG - FINISHED GRADE
■ GB GRADE BREAK
-
■ GF GARAGE FLOOR
e= 47 ■ HP - HIGH POINT
rU ■ ■ LP - LOW POINT PROJECT
■ ■ TC - TOP OF CURB a SITE
■ ■ TF - TOP OF FOOTING PA
■ ■ TW - TOP OF WALL
- TRACT BOUNDARY City Of Temecula
CONSTRUCTION NOTES ■ ■ - RETAINING WALL
I ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ � 90 - LOT NUMBER
(D INSTALL SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA 50 25 50 1 PLAN 4C - HOUSE PLAN TYPE CN
STANDARD DWG. 303. WA
FF=1 109.67 - FINISH FLOOR SAN DIEGOv,
20 INSTALL 12" X 12" DRAIN GRATE (NQS 1230 OR EQUAL) GRAPHIC SCALE: 1"=50' PAD=1 109.0 - PAD ELEVATION v3
INSTALL 4" PVC ( SCHEDULE 40) VICINITY MAP
INDEX MAP NOT TO SCALE
AS SHOWN a_
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O�FOR e BENCHr. MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 0
Underground 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION o
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD ASU-)pWNER/DEVELOPER:
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN r�
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 r
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- 150-GR •'
r*O WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (714) 753-7731 1`0
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH „ , PLAN SCALE 7
Ir"mvi"nCITY OF TEMECULA N
oQ�#ESs/p INTERNATIONAL Sam 1 "=50' DEPARTMENT OF PUBLIC WORKS Drawing No.
�ei Rte, RECOMMENDED BY: DATE:
water & PROFILE SCALE 0)
Contractor Civil F' INC.
c.� Inland Empire Division cuctuml AlIk,,ure«,
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Inspector C " te�e� ^ =W QWw Alm, SOW SM, '"+M VOWE CA S'6a fel"S-OU4 NA t i6 PRECISE GRADING I N G P LAN S
No. 45920 ACCEPTED BY: DATE: N
Date SEE ABOVE Exp.12_31-98 XnVrepared Under Supervision Of RONALD J. PARKS PHASE 2 TRACT NO. 24186- 1
DEPUTY DIRECTOR OF PUBLIC WORKS
DRAWN BY: LD
Completed `r�,q� ��Q- Date �r-1���9� �_ PAS EO DEL S 0 L
OF 6rEPGE A. tfNF09TEY DESIGN BY: CG - LD4-0
R.C.E. No. 45920 EXPIRATION DATE 12/31/1998 CHECKED BY: R.C.E No. 19744 Expires 9/30/01 LOTS 35-54 Sheet 1 of 3 a
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422-4133 LD98- 150--GR
TWO WORKING DAYS BEFORE YOU DIG
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aQEss/ INTERNATIONAL Lilcrs 1 "=20' - DEPARTMENT OF PUBLIC WORKS Drawing No. N
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Inspector ft0'�' '�' e'"'' '0°' '""""" r's'�" C" sM-0=4ACCEPTED BY: DATE: Z PRECISE GRADING PLANS N
SEE SHEET 1 No. 45920 tans Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24186- 1
E�p.lx-3, � PHASE 2
Date DEPUTY DIRECTOR OF PUBLIC WORKS
Completed // Q'� DRAWN BY: LD
q Date PAS E O DEL SOL
OF CA\-\F GEORG A. LEN STEY DESIGN BY: CG - LD 18744 s/3o/o1 Sheet 2 of 3
R.C.E. No. 45920 EXPIRATION DATE 12/31/1998 CHECKED BY: R.C.E No. Expires LOTS 3 5-5 4
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422-4133 LD98- 150--CR
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TEMECULA
NCONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH PLAN SCALE
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<) 14nd re DEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor _., � ' Civil F.,� INC• zK A. .. PROFILE SCALE RECOMMENDED BY: DATE: !Z /�• 00
C Inland Umpire Division
� eorge A. Lenieateq �`
NA �
PRECISE GRADING PLANS `
Inspector SEE
SHEET
'� � No. 45920 �° ` - ��l0 � ''"'•• ''"'' '0'0• �""' '"'� c� a�sss (�1 ess-oes� ACCEPTED BY: DATE: 2 �
Date zxp.12_3l_gg Ian$ Prepared Under Supervision of RONALD J. PARKS PHASE 2 TRACT N0. 24186- 1
Completed �'� �Q` DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS
q� �F Date .., . _ PAS Eo DEL S 0 L
Q"' CAS GE G EY DESIGN BY: CG LD �'
R.C. . No. 45920 EXPIRATION DATE 12/31/1998 CHECKED BY: * R.C.E No. 19744 Expires 9/30/01 LQ rS 35-54 Sheet 3 of 3 0