HomeMy WebLinkAboutLot 102 Precise Grading PRECISE GRADING PLAN
GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, CROWNE HILL CARLYLE
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
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.
3. MAXIMUM CUT AND FILL SLOPES = 2:1. TEMPORARY WELCOME CENTER TRAILER
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. R
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALLPARKING� LOT
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION AND $�r PROJECT SITE
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 '' W RAMI
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, CRE
ELEVATION AND LOCATION OF CUT FILL SLOPES.
L 3 � � PLACE
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. a m
� � 6
102
MODEL SITE TRACT NO 23 3 8
s $
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. LOT 9 ?�
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL REPORTc
OF ROUGH GRADING BY PETRA GEOTICHNICAL, INC. (PROJECT NO 241-01) DATED 6-21--02 AND ALL
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY RD.
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. HWY. »
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 TO SM DIEM
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
NOT TO SCALE
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
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. ,
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, �O CONSTRUCTION NOTES:
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
0 1 O CONSTRUCT 3" AC PAVEMENT 3,625 S.F.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, I
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A �� O2 INSTALL CONCRETE CURB STOPS 7 E.A.
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �O
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE Q 4" WIDE WHrTE STRIPiNG
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER O4 INSTALL 4" PCC SIDEWALK 928 S.F.
AND DAMAGE TO ADJACENT PROPERTIES.
O5 INSTALL HANDRAILS PER CALDAG STD.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
INSTALL REDWOOD HEADER 86 L.F.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST MODULAR RAMP AND STAIR SYSTEM PER CALDAG STDS.
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
BY TRAILER INSTALLER
F AT ONE AND FIVE TENTH 1.5 SHALL BE
17. STABILITY CALCULATIONS WITH A FACTOR 0 LEAST ( ) Q CONSTRUCT 6" SIDEWALK PER CITY STD. NO 401
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES
OVER 30 IN VERTICAL HEIGHT. 401 ALONG LOT FRONTAGE 420 S.F.
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING O9 7' WOOD LATTICE SCREEN FENCE 29 L.F.
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 6' AC DIKE PER CITY STD. NO 214 90 L.F.
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.Q Q CONSTRUCT 24 RESIDENTIAL DRIVE APPROACH PER CITY STD. 207
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS
INSTALL PRIVATE DRAIN THRU CURBi- STD. 303
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND Q '
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL INSTALL 1 T x 12" DRAIN GRATE (NUMBERS 1230 OR EQUAL; NDS)
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 CSS INSTALL 4" PVC (SCHEDULE 40)
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.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF
ANY CONSTRUCTION/GRADING.
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 DISCOVERED
LEGEND
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 3
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
AC -- ASPHALT CONCRETE
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. INDEX MAP BF - BACKFLOW PREVENTER
WDI No. 933S317203. � � DF - DEEPENED FOOTING
25. D DW - DRIVEWAY o
GRAPHIC SCALE: N.T.S. FG - FINISHED GRADE J
FL - FLOW LINE Y
FS - FINISHED SURFACE
GB - GRADE BREAK
GF - GARAGE FLOOR a
HP - HIGH POINT ac
INV - INVERT
TC - TOP OF CURB
TF - TOP OF FOOTING o
TG - TOP OF GRATE "
TW - TOP OF WALL
�w - WATER LINE
E - ELECTRICAL LINE
- TRACT BOUNDARY
- RETAINING WALL (BY SEPARATE PERMIT) z
----- - FLOW LINEy y
3
-- SLOPE (2:1 MAX.)
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90 - LOT NUMBER
z
RE BENCH MARK COUNTY OF RIVERSIDE B.M. T--29-81 BASIS OF BEARING PLAN 4C - HOUSE PLAN TYPE M
Underground 2 11Z" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION FF=1109.67 - FINISH FLOOR ELEVATION j
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF 13UTTERFIELD STAGE ROAD AS OWNER/DEVELOPER:
of Southern Callfomia CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN PAD=1109.0 - PAD ELEVATION
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 M
CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2756 23 W 24800 CHRISTANA DRIVE
1 --800 OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. A, P., N * 952 - 612 -006 Q
422 4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. MISSION VIEJO, CALIFORNIA 92691LD03�-036GR N
TrMO WORKING DAYS BEFORE You DING ADJ. DATE 9/13/82 ELEV. 1128.410 TEL (949) 206-9427
N
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE
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CONSTRUCTION NOTES:
A
`�"� �� ��9 `�� PLANTER
1 . .
10 CONSTRUCT r AC PAVEMENT 64.23
02 INSTALL CONCRETE CURB STOPS 6
A
Q3 47 WIDE WHITE STRIPING 5 7 V J
4 INSTALL 4w PCC SIDEWALK
o
a
05 INSTALL HANDRAILS PER CALDAG STD. LEGEND S
Q6 INSTALL REDWOOD HEADERAC — ASPHALT CONCRETE 4.5' IRRICONNECT TO
3
BF — BACKFLOW PREVENTER TEMPORARY
Q MODULAR RAMP AND STAIR SYSTEM PER CALDAG SIDS. _ PER�LANDSCAPE N
DF DEEPENED FOOTING
BY TRAILER INSTALLER DW — DRIVEWAY CONNECT TO WE4 CAME HOME PLANS
FG — FINISHED GRADE w
8 CONSTRUCT Cr SIDEWALK PER CITY STD. NO 401 _ TEMPORARY
N rRA�LER N
FL FLOW LINE 8. 18.8 o
ALONG LOT FRONTAGE FS — FINISHED SURFACE
GB — GRADE BREAK Q
09 7 WOOD LATTICE SCREEN FENCE GF — GARAGE FLOOR w 2.07 w N
V' AC BERM PER CITY STD. NO 214 INV H�IG/E�POINT \ �,� 0 ' 659 1* PVC 2• ,
N
WATER LINE
- RAPH I ALE 6 250 GALLON SEWAGE OX �
1 CONSTRUCT 24' RESIDENTIAL DRIVE APPROACH PER CITY STD. 207 TC TOP OF CURB G CSC HOLDING TANK 70.02' a-
Q TF — TOP OF FOOTING -01
INSTALL PRIVATE DRAIN THRU CURB, STD. � 34,3 TG — TOP OF GRATE ( IN FEET ) o
INSTALL 12w x 12w DRAIN GRATE (NUMBER'S 1230 OR EQUAL; NDS) TW — TOP OF WALL o
INSTALL C PVC (SCHEDULE 40) �w _ WATER LINE ao o is ao eo 90 CURB
Q --------E- ---- ELECTRICAL LINE LINE
— TRACT BOUNDARY
DETAIL "A" 60
4'
r
— RETAINING WALL (BY SEPARATE PERMIT) = 30'
---— -- FLOW LINE SCALE: 1 = 10 0. a� z
Y y - SLOPE (2:1 MAX.) 2x 6
3
90 — LOT NUMBER
PLAN 4C --• HOUSE PLAN TYPE 4� ADA ACCESS J
FF=1109.67 — FINISH FLOOR ELEVATIONFE
Q
Underground PAD=1109.0 --• PAD ELEVATIONNC-�-E: \ SECTION A-A 0
Service Alert N.T.S.
of Southern Cantona LOT 102 MUST BE RE—GRADED, COMPACTED MI
Call: TOLL FREE AND RE—CERTIFIED PRIOR TO ISSUANCE OF
A BUILDING PERMIT. m
1 -800 1
422-4133 A. P. N . 952 - 612 -006LD03-036CR
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALEe KeithCompanies .
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Drawing No. �
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Contractor ct�` PROFILE SCALE : 0
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'CD` No. 28089 MW C&-M Arww A& MO Umm Wft a -M 03-M30 NAZPRECISE GRADING PLANS 0
Inspector Exp. 3/31/06 ACCEPTED BY: DATE: 3 �3
SEE SHEET 1 RONALD J. PARKS TEMPORARY TRAILER & PARKING LOT
Date
�q CIV �N APPROVED BY. DEPUTY DIRECTOR OF PUBLIC WORKS
Completed � —
�� DRAWN BY: DSB MODEL SITE TRACT NO. 23143 8
CAI- / SEP A. M-c E R.C.E. NO. 28W9 0
DATE: !l'�s o EGISTRATION EXPIRES 3-31-2006 DESIGN BY:BY:
�9�44 Expirm 9�30�� o
CHECKED BY. SC R.C.E No. LOT 102 Sheet 2 of 2 �
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