HomeMy WebLinkAboutLot 51, 52 Precise Grading PRECISE 43RADIN43 PLAN
LEGEND
BW - BACK OF SIDEWALK
DF - DEEPENED-- FOOTING
FL - FLOW LINE ,
14IRLPiSOL FS - FINISHED SURFACE
FG - FINISHED GRADE
GB - GRADE BREAK
GF - GARAGE FLOOR
GRADING NOTES: HP - HIGH POINT
LP - LOW POINT
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, SOL TC - TOP OF CURB
AS AMENDED BY ORDINANCE 93-04. PASEO DEL TF - TOP OF FOOTING
TG -- TOP OF GRATE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A TW -- TOP OF WALL
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 7 - TRACT BOUNDARY
3. MAXIMUM CUT AND FILL SLOPES = 2:1. T "CT -- RETAINING WALL (BY SEPARATE PERMIT)
90 -- LOT NUMBER
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. PLAN 4C - HOUSE PLAN TYPE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL FF=1 109.67 -- FINISH FLOOR
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION TEM ORARY A S TRAI R PAD=1109.0 - PAD ELEVATION
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
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, 0 ND
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
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SEE PLAN FOR DRIVEWAY GRADE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
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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 ALLis 9 �v �O
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY �IVf 7 �� 1% MIN.ENGINEERING DEPARTMENT SHALL .z Q V
AND
CERTIFICATIONS THAT GR DINGICH HAS BEEN I DO ED INFON CONFORIMANCESIGWINH T HEO RECOMMENDATIONS OF Y MEADO
SUN
K ,6 ,7
THE PRELIMINARY SOILS REPORT. 14 15 18 19
13 `Q � r � 20 o
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 12 �� 11P X
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION so 1 y '
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 10 O I 90 M N.
1'
e 9
MIN. 4C PLAN 2% MIN.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR
P.L. FF=1109.67 -MIN-1
GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN O��V� O
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN CARPO PAD=1 109.0 10,
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. I
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 727 26 25 24 23
22 1 5z
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 28 21 30 1• 1 GF=1 109.0
29 .
[1.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, 30 MIN. MIN
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �, 6 31 2MIN.
Z 39 ,4.0 41 PAD 211% MAX. r �
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE
37
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER 7L 35 36
AND DAMAGE TO ADJACENT PROPERTIES. 5 33 34
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. Q a 32 SWALE
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY 3 4 [�,'u
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST W RASA COURT RD LOT DETAIL TYPICAL LOT
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. SIDEYA
NTH 1.5 SHALL BE W N.T.S. DRAINAGE DETAIL
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TE ( ) 3 Q
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES 44 43 N.T.S.
OVER 30' IN VERTICAL HEIGHT. 46 45 42 OPEN AREA
4847 PASEO LOT 78
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 2 a 50 49
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN O
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. 59 66
N
58
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 51
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL 65
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
C01011! CARA 60 To RIVERSIDE
57 TO CORONA
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20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN l/4" PER FOOT FORLOT "C" 52
A MINIMUM OF 3 FEET. 64
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21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 56 z �p R G R4
1 53 B7 rnn
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 63
ANY CONSTRUCTION/GRADING. 62
55 �
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 2 54 68
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED
R PROJECT
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �' SITE ;
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24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. P AUgq RD. U' �'o Ln
City of Temecula RD Cn
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PRECISE GRADING TO SAN DIEGO
CONSTRUCTION NOTES: ch
10 3" AC COVER NATIVE SOIL VICINITY MAP_
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING
SORE INDEX MAP O INSTALL CONCRETE CURB STOP NOT TO SCALE 1 0
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�y � Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION
cT s 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: SCALE: 1"=100' INSTALL 4" WHITE STRIPING
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 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD.
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. Suite 300 LD01 --053GR
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF T 00
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Drawing No. 0� oS�PH S /� RECOMMENDED BY: DATE: /� �/ DEPARTMENT OF PUBLIC WORKS
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(:3 22690 Cactus Inspector . ACCEPTED BY.Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234 NA C)
No18784 DATE: PRECISE GRADING PLANS
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T o� • G a/ DRAWN BY: JR
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TWO WORKING DAYS BEFORE L D 01 --0 5 3 G R
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pa n i ea PLAN SCALE
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QR OrL9 Inland Empire DivisionITI<C 1 =3 0 Drawing No.
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Inspector No. 18784
22690 Cactus Avenue, Suite 300 Moreno valley, CA 92553-9024 (909) 653-0234 NAA41,L o PRECISE GRADING PLANS
SEE SHEET ACCEPTED BY: DATE.
Date � Exp. 6/30/01 � Plans , repared Under Supervision 0 RONALD J. PARKS o
Completed ,r] CI 1� �P G 4 DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N O. 2 418 7—2
� p�' Date � / DRAWN BY: JR ..
OF CA,��F TEMPORARY SALES TRAI LER Q)
E. JOSEP HA DESIGN BY: CG — LD
R.C.E. 18784 EXPIRATION DATE 6/30/2001 CHECKED Y: CG R.C.E No. 19744 Expires s/3o/o, LOTS 51 AN D 52 Sheet 2 of 2 0
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