HomeMy WebLinkAboutLot 1-6, 20,21,24-31 Precise Grading GRADING NOTES: EC
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PR ISE GRADING PLAN
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. Rom
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2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. 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. ROAD
3. MAXIMUM CUT AND FILL SLOPES = 2:1. CROWNE HILL FAIRMONT
ctio -5�� PROJECT SITE
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. '$ AUS
. VIA RAMI C�
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL Q° �
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION a `' CRE o
• � OO ►'��^� � ►� LACE
REPORT FOR ALL FILLS OVER 1 DEEP. S�N�� ROAD
6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING
Q
PHASE 1 TRACT NO
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, LOTS 162021 AND 24 31
' �
23143 6
ELEVATION AND LOCATION OF CUT FILL SLOPES.
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. ® 1 ��p PIO PICO 7y
8. FINAL COMPACTION REPORT WILL BE REQUIRED F \ ROAD
Q D OR ALL FILLS GREATER THAN ONE FOOT. �
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS �' Ham- 79
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 07-01-02 AND ALL TO SAN DIEGO
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY o VICINITY AP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND NOT TO SCALE TRACT BOUNDARY
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF 2 0*/
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.
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 r 4
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. �`� 5 �B -.._ �• ) r C P.L.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, , ' 7 z ,�
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 8
�` 9 10 '�� per.� J
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, � e �" , ,, 1 X MIN.
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
Q�
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ?.I
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER `"'� 1 2'
AND DAMAGE TO ADJACENT PROPERTIES. �-P
C 50 MIN.
MIN.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 14 �' 5' B 2gC B
MIN' .
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY MIN
13 -�- ' A -
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ARRY BE LEE ���
USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. �. LANE
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE 28 - I
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPESr-
OVER 30' IN VERTICAL HEIGHT. 27 r _ o..
/ �.... --,24
2
----rel ' n
18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 2B ,� Z
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 17 I M
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. X 19 18 0
•1
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS LU 29 0 �; PAD ELEV. L.
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND � 21
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL
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 ,Z5 _ EROSION CONTROL BERM ��V TYPICAL LOT
» �
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR INTERNAL SIDES ' DRAINAGE DETAIL
A MINIMUM OF 3 FEET. �r N.T.S.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. co --7 30 224� SECTION OD-D• UNLESS OTHERWISE NOTED ON PLAN
N.T.S. SEE PLAN FOR DRIVEWAY GRADE
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF LU
ANY CONSTRUCTION/GRADING.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS V
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 24 1
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY9r.b13`j5r
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 31 .2 ��� � 59 P.L.
� � � � w
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. MIN. 5.z z
- MIN. FOOTING EMBEDMENT
25. W.D.I.D. NO. 933S317203 J 3' FL 2#* :3 DEPTHS SHALL CONFORM
» 121 �' G _ c� TO 97 UBC SEC. 1806
26. SEE APPROVED WALL AND FENCING PLAN FOR YARD AND PERIMETER WALLS AND FENCES MIN. c� 1
�1 m REQUIREMENTS, I.E. 12"
m MIN FOR 1 STORY AND
'�o FL 3 18» MIN. FOR 2 STORIES.
EARTHWORK UANTITIES: 45'0' MIN. z
CUT = 850 CUBIC YARDS (50 C.Y./LOT) BACKWATER .`'� ��� 2.1
FILL 850 CUBIC YARDS (50 C.Y./LOT) VALVE CHART 44.0 43.0 40.040.0 � *
50 25 50 100 -�
MIN.
LOT LOT 2% MIN. - * PAD ELEV.
LEGEND ® GRAPHIC SCALE: 1„=50' lox MAX.
1 NO 24 NO **2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2% MIN.
AC �- ASPHALT CONCRETE TF -- TOP OF FOOTING INDEX MAP » 2oX MAX.
BF - BACKFLOW PREVENTER TG - TOP OF GRATE 2 NO 25 NO F - IF SLOPE HEIGHT IS LESS THAN 5 SEE SECTION D--D"
DF - DEEPENED FOOTING TW - TOP OF WALL 67.0' I
DW - DRIVEWAY -- TRACT BOUNDARY 3 NO 26 NO ( 55.5' I 54.0s 57.0 SECTION •A=A•
FG - FINISHED GRADE - RETAINING WALL 4 NO NO r N.T.S. ar
FL FLOW LINE BY SEPARATE PERM 27 P.L. n
FS -- FINISHED SURFACE ( 5 I
NO 28 NO W F.L.
GB - GRADE BREAK ----- -- FLOW LINE t.,l 5' S' "-
15'-20' TYP.
GF - GARAGE FLOOR T -- SLOPE 2:1 MAX. 6 NO 29 YES � MIN. �� MIN. J W
HP - HIGH POINT ( )
mss' P L. 10' MIN. J I
INV -- INVERT 90 -- LOT NUMBER 20 NO 30 NO
TC -- TOP OF CURB p� 4C m 3' FL 2' 0-
FF=1109.67 - HOUSE PLAN TYPE 21 NO 31 NO PLAN 1 PLAN 2 PLAN 3 PLAN 4 MI cn °� MIN. 1-1
0
PAD-=1109.0 - FINISH FLOOR ELEVATION 2,283 SF 2,584 SF 20882 SF 20627 SF N' sFL m 9
-- 22 ELEVATION 22 NO ' := - :-_. PAD ELEV. 3 3 I
HOUSE PLAN LEGEND FOOTING To BE "� MIN. z
1-4
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING EXTRA DEPTH OF 2�� PAD ELEV.
Underground 2 1/2» BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION PLANS (TYP) * x �., ..� 1 �� M/N. 2% MIN. : _ - { 3
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS DIMENSIONED ON ,� Mqk PAD ELEV. .,�- a
OWNER/DEVELOPER. 2X MIN. * PAD ELEV.
of Southern Califon CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 6" MIN. 2X MIN. oar
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE HOMES 20% MAX. 207E MAX. PAD • _ •
Call: TOLL FREE 7' CHAIN LINK FENCE, 21'x 16' AROUND S0. CALIF. GAS VALVES, 40' N. � -SECTION C -
1 -800 OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56 23"W 40980 COUNTY CENTER DRIVE
SECTION •B-B• - - 2X MIN. LD03 250GR �
OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 N.T-S- 20x MAX. .,._ ;
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEMECULA, CALIFORNIA 92591 N.T.S. LD03 169GR
1rr"o WOR va am a YM W ADJ. DATE 9/13/82 ELEV. 1128.410 909 19-1464 ® LD03-303GR LD03- 111 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Compeniesi PLAN SCALE
It E /p�,� AS NOTED , CITY OF T
Al ADD RETAINING WALL do MOVE HOUSE IN LOT1 Drawing No.
CO"trocto' ADD LOT 22 do PLAN 4 ,� � �+� RECOMMENDED BY: DATE: /t 1 DEPARTMENT OF PUBLIC WORKS
C Inland Empire Division
PROFILE SCALE
REVISE GRADING ON LOTS 1 do 2, ADD WALL �' S3fi13 iA ti
I orSEE ABOVE CwbA Awnw SubJW Nam Wft, CA 92553--9024 (909) 6W-0234
oe ACCEPTED BY: DATE.
Des Ons ropared Under Supervision Of RONALD J. PARKS PRECISE GRADING PLANS
Cornpht°d Cnnl Date i11710 DRAWN BY: KS DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 1 TRACT NO. 23143-6
AFF CAI DESIGN BY: - - - 40
R.C.E No. Expires 06---30--,07 MM R.C.E No. 19744 Expi� 9/30/05 LOTS 1 s, 24 22 ac 24 31 Sheet of o
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REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C v m Companies 'n i e s " PLAN SCALE
CONSTRUCTION RECORD DATE BY AS NOTED CITY OF T
EaM/ t, t DEPARTMENT OF PUBLIC WORKS Drawing No.
1 ADD RETAINING WALL, MOVE HOUSE AND ���. S �C
flill, PROFILE SCALE RECOMMENDED BY. DATE. ..
C°'''t^°ct°r REGRADE LOT 1 c,, �� Inland Empire Division
A LOT 22 dt PLAN 4 � � a
DD SEE SHEET 53613 , .r-
Inspector REVISE GRADING ON LOTS 1 do 2, ADD WALL �° 2Zr3�0 Coch� �� She 92553-�4 `�) 553-W34 ACCEPTED BY: /L Z a
�p o6i�io7J. DATE: PRECISE GRADING PLANS
Dote ns ared Under Supervision f DEPUTY DIRECTOR OF PUBLIC WORKS
PHASE 1 TRACT NO. 23143-6
Completed `r>q Crvl� �� Date g � DRAWN BY: KS #
� cA��F�' _ DESIGN BY: MM ,9744 e�3o�os LOTS 1 --6, 20-22 do 24-31 sheet of �
R.C.E No. Expires CHECKED BY: MWS R.C.E No. Expiros 2 2 �