HomeMy WebLinkAboutLot 102-105 Precise Grading GRADING NOTES: PRECI ES GRADING PLAN
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1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE,
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. Q ROAD
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 19. DRAINAGE SWALES SHALL BE A y0 �S�P PROJECT S ITE
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. {
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3. MAXIMUM CUT AND FILL SLOPES = 2:1, CROWNE HIL �.� VIA RAMI AUB�
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4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.
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5. ALL GRADING SHA � w o PLACE �
LL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL ROAD o ri
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION Q Q cam, w o 0
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 o� PIO Pico �yy
MODEL SITE TRACT NO 23143 8
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION AND LOCATION OF CUT FILL SLOPES. A��o[ ONID R�
LOTS 102 105 0111111111R
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. HWY. 79
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. TO SAN DIEGO
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS VICINITY AP
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL NOT TO SCALE
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. k `,� 5' P.L.
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10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 w MIN. 5, w jE FOOTING EMBEDMENT DEPTHS SHALL
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION z MIN. zCONFORM ON A PER LOT BASIS
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. �' ,i; 3' FL 2' J
TO TABLE "A" BELOW. DATA ON
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11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR � �•P SAID TABLE IS PROVIDED BY
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GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN M SPECIALTY STEEL INC., SLAB AND
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ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN is z FL 3, FOOTING DESIGNER, AND IS SHOWN
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. J FOR REFERENCE ONLY. CONTRACTOR
y O` MIN. SHALL VERIFY EMBEDMENT DEPTHS
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 2. AGAINST POST-TENSION SLAB PLANS
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. �r • ,�� M,
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13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, O 6 MIN.2�6 MIN. •`��
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A �/ PAD ELEV.
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 20% MAX.
� 27 MIN.
'1E'1F 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE IF SLOPE HEIGHT IS LESS THAN 5 SEE SECTION "D-D"' 2% MAX.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER , '
AND DAMAGE TO ADJACENT PROPERTIES. SECTION A_A•
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. N.T.S.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. P.L.
r z 5' 5' w
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE \ MIN. p= MIN. z
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES
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OVER 30' IN VERTICAL HEIGHT. W,
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18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 0° 3 L .a I in,
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN MIN. S I
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS FL 3' z
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ;-.�.:':. . ::: :s. PAD ELEV. 2 MIN. `O
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS ,, '�, FOOTING TO BE N Q
2� PAD ELEV.
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND -� MAX ��
EXTRA DEPTH OF
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL � DIMENSIONED ON PLANS (TYP)
1 PAD ELEV.
BE PLANTED AT 10 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT cS MAk
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R '" 2% MIN' 6" MIN. 2% MIN.
. MAX. 20� MAX.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4- PER FOOT FOR 20�
A MINIMUM OF 3 FEET. SECTION •B Be P.L.
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21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. N.T.S. hz �..
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22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OFvP qt 1% MIN. a
ANY CONSTRUCTION/GRADING, G
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS O
ENGINEER FROM THE RESPONSIBILITY
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 2'
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. INDEX MAP 2' PUBLIC C 5' MI
B MIN. B
EASEMENT
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. UTILITY '
40 20 0 40 e0 A --MIN. 2%
MIN.
25. WDID NO: 933S317203
GRAPHIC SCALE: 1 z
40' p,X PAD ELEV.
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ASSESSORS PARCEL NUMBERS: 952-612-006 THROUGH 009 TABLE An .�� 3.
LEGAL DESCRIPTION LOTS 102 TROUGH 105 TRACT NO. 23143-8 M.B. 313/81-91 b� PUBLIC'
FOUNDATION CATEGORIES EROSION CONTROL BERM 1 r UTILITY w
LEGEND FROM ROUGH GRADING J EASEMENT CnCn
Lot #'s Expansion Category Depth of Embedment Overall Depth of AC _ ASPHALT CONCRETE INTERNAL SIDES IF SLOPES,..LE55 THAN 5' _ PUBLIC 5' o
Index Exterior FTG Embedment, Interior FTG BF BACKFLOW FOOTING
NTER UTILITY
from top of slab DF - DEEPENED FOOTING SECTION 'D-Do o EASEMENT
CONSTRUCTION NOTES. DW -- DRIVEWAY N.T.S. N
FG - FINISHED GRADE
1-13, 17-25 0-20Qr
1 12" 12" FL - FLOW LINE a-
10 CONCRETE FLAT WORK PER LANDSCAPE PLANS. 30-47, 50-53, 69--105 Very Low FS - FINISHED SURFACE
14-16 26---29 21-50 GB -- GRADE BREAK 3
Q2 4" PVC PIPE, TO BE REMOVED UPON RECLAMATION OF LOT 102. 59�62 Low 11 12" 18" GF - GARAGE FLOOR F.L. 1 � �� i
HP - HIGH POINT
15'-20' TYP. Uj ��� TYPICAL LOT �.�- o
3 LOCATION OF DRIVEWAY AFTER CONVERSION OF MODELS 63-68 51-90 III 15" 21" INV - INVERT P.L. 10 MIN. DRAINAGE DETAIL `
Medium TC - TOP OF CURB
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91-130 " " TF - TOP OF FOOTING 2 J N.T.S. r
48-49 High 1V 21 27 TG -- TOP OF GRATE MIN. m �
9 I - UNLESS OTHERWISE NOTED ON PUN z
TW - TOP OF WALL * * SEE PLAN FOR DRIVEWAY GRADE
- TRACT BOUNDARY I z
- RETAINING WALL (BY SEPARATE PERMIT) `° a
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING -- FLOW LINE
FORE 29• N.
o Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION - SLOPE (2:1 MAX.) .i, �.. o
o 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• �P T PAD ELEV.
Cn
of southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN - LOT NUMBER PAD �� Y
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 LENNAR HOMES - HOUSE PLAN TYPE 2% MIN.
1 -800 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 24800 CHRISANTA DRIVE -- FINISH FLOOR ELEVATION SECTION 'C-C' 20% MAX. m
OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD.
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. MISSION VIEJO, CALIFORNIA 92691TEL. 949 206-9427 -- PAD ELEVATION N.T.S. LDQ3- 126GR '�
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128-410 ( ) co
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: 1111100111111 The Keith Companies PLAN SCALE o
opR°�ASS' As SHOWN CITY OF T
Inland Empire Division N
Contractor
'Q� 4400 0 DEPARTMENT OF PUBLIC WORKS Drawing No.
c;��v �� PROFILE SCALE RECOMMENDED BY: DATE: o
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Inspector oc No. 28089 - a 22M Cwtw AwrKm Sure 3W Ab m Vbby CA 92W-W24 (909) 03-0234 NA
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Exp. 3/31/06 ACCEPTED BY: 41)ltt DATE: S �Z 03 PRECISE GRADING PLANS Co
Date SEE ABOVE s Q~ APPROVED BY: J
J. PARKS ,n
Completed �-9j�. C/V��- \ CLDRAWN BY: DSB DEPUTY DIRECTOR OF PUBLIC WORKS MODEL S ITE TRACT N 0. 23143-8
� CEPO A. McGEE R.C.E. N0. 28089
DATE. 9;1 a(,p ISTRATION EXPIRES 3--31-2006 DESIGN BY: DSB R.C.E No. 19744 Expires 9/30/05 LOTS 102- 105 Sheet 1 of 2 0
CHECKED BY: SC
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49.16' 50.25' 50.2'
1243.0
DETAIL A 'x
SCALE: 1" 10' BUILD OUT
SCALE: 1" =30'
CONSTRUCTION NOTES:
1Q CONCRETE FLAT WORK PER LANDSCAPE PLANS. 1
LEGEND W
AC - ASPHALT CONCRETE Q2 4" PVC PIPE, TO BE REMOVED UPON RECLAMATION OF LOT 102. cn
BF - BACKFLOW PREVENTER Q3 LOCATION OF DRIVEWAY AFTER CONVERSION OF MODELS
DF - DEEPENED FOOTING
DW - DRIVEWAY
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FG - FINISHED GRADE
Elf
FL - FLOW LINE
TABLE "An FS - FINISHED SURFACE
GB - GRADE BREAK
GF - GARAGE FLOOR
FOUNDATION CATEGORIES HP - HIGH POINT
INV -- INVERT
Lot #'s Expansion Category Depth of Embedment Overall Depth of TC - TOP OF CURB `D
TF - TOP OF FOOTING �
Index Exterior FTG Embedment, Interior FTG TG -- TOP OF GRATE
from top of slab TW - TOP OF WALL z
1-13, 17-25 0-20 » - TRACT BOUNDARY GRAPHIC SCALE
30-47, 50-53, 69-105 Very Low I 12 12 - RETAINING WALL (BY SEPARATE PERMIT) o
---- -- FLOW LINE •
14-16, 26-29 21-50 II 12" 18.. T Y - NOTE: ( IN FEET ) Li
ORE 59-62 Low SLOPE (2:1 MAX.) Q
Underground LOT 102 MUST BE RE-GRADED, COMPACTED 30 0 15 30 60 90 <
Service Alert 63-68 51-90 III 15" 21" 90 - LOT NUMBER AND RE-CERTIFIED PRIOR TO ISSUANCE OF o
of Southern California Medium PLAN 4C - HOUSE PLAN TYPE A BUILDING PERMIT.
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Call: TOLL FREE91 -130 FF=1109.67 - FINISH FLOOR ELEVATION
48-49 IV 21 27" 1 = 30
1 -800 High PAD=1 109.0 - PAD ELEVATION
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422-4133 LD03- 126CR
TWO WORKING DAR'S BEFORE YOU DIG
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies 1 PLAN SCALE sCITYo
QrrESS� o, l .3OF pR Inland Empire Division 1 _ O+ � N
A. Mc �F 3 Z DEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor c� �� cPROFILE SCALE RECOMMENDED BY: DATE: Q
Inspector N o. 28089 - 226'90 Cn*o *mxa, Sure 300 Moreno Vdky, CA 925.5.3-9024 (909) 653-0234 NA �.
ACCEPTED B .Exp. 3/31/0fi DATE: o PRECISE GRADING I N G P LAN SSEE SHEEP
Date APPROVED BY: RONALD J_ PARKS
Com s� C�V�L �P DEPUTY DIRECTOR OF PUBLIC WORKS MODEL SITE TRACT NO. 23143-8
Completed -9 . r DRAWN BY: DSBo
OF CA\Y J EPH McGEE R.C.E. NO. 28089 a)
DATE: 02*10 3 REGISTRATION EXPIRES 3--31-2006 DESIGN BY: DSB R.c.E No. 19744 Expires 9/30/05 LOTS 102- 105 Sheet 2 of 2 c�
CHECKED BY: SC
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