HomeMy WebLinkAboutLot 29, 30 & 44-56 Precise Grading GRADING NOTES:
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1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, eAULORN�A Rom PROJECT
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. RP�c�0 ° SITE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X. 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. ��P
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PRECISE GRADING PLAN
3. MAXIMUM CUT AND FILL SLOPES = 2:1. co
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► R AMI C RY A
4. PROVIDE 5 WIDE 8'Y 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVERS HIGH. MACE P�Ac
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL �' v 6 o mo
HILL ASTORIA
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTIONPHASE 7 TRACT NO o .�PCo Q d
REPORT FOR ALL FILLS OVER 1' DEEP. ■ SMN ROAo �,
6. A REGISTERED CIVIL ENGINEER SHALL SUBM''IT TO THE CITY ENGINEERING DEPARTMENT WRITTEN Ln
IN ACCORDANCE WITH THE APPROVED GRADING °; �FFHq w �°�
' CERTIFICATION OF COMPLETION OF ROUGH GRADING E '
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, �Io ?ICO �}
ELEVATION AND LOCATION OF CUT FILL SLOPES. °.
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7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS ALONG TOP OF CUT SLOPES.
TRACT BOUNDARY
B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ..�. - • •• .. Ham' 79
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS .,• •• �""
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241--01) DATED 07-01-02 AND ALL dom TO SAN DIEGO VICINITY MAP
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ... ..•
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND .,, ,�. .w. ,...► am wrir *+ «w. ••�• +� � "r"" NOT TO SCALE
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF WYAAVOT7ESTREET
THE PRELIMINARY SOILS REPORT.
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10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694--6411 AT LEAST 24 �P
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
. . . . . r ,.,,,� s + w • 29 � ,� P.L.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT ,MID FILL SLOPES EQUAL TO 0R + • �
23143 10 ? F
LOTS 29 30 AND 44 56
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN •at1�
LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN • 3�
ON THE APPROVED LA E �,, - .. 17I: MIN. �,Z n-
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ��� jj
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46, i
44
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 48
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. '¢� z
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, '� "'"` r""' 9 2'. .
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A +� (; 5 MIN.
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 5' MIN.
PHASE BOUNDARY MIN.N. B 2%
14. DURING ROUGH GRADING OPERATION'S AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE .. saw w=. .. ,,,,r • MIN.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER + A =
AND DAMAGE TO ADJACENT PROPERTIES. w 1 Z Z
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 1
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
T PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
BE USED 0
CL
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 1.5) SHALL BE ■ r -}L•
o_
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES • -}�c�M
OVER 30 IN VERTICAL HEIGHT. + •
C"
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 406
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION WITH RESPECT TO MEAN r I 4DF
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.
TYPICAL LCAT
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"' ON CENTERS I 1 DRAINAGE DETAIL
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 N.T.S.
BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES BACKWATER UNLESS OTHERWISE NOTED ON PLAN
OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION VALVE CHARTL6CA
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DEVICES PER U.P.C., CHAPTER 10.R SEE PLAN FOR DRIVEWAY GRADE
LOT LOT � �
2o. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/r PER FOOT FOR
w .
A MINIMUM OF 3 FEET. 44 Y 52 N .�•...
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 45 N 53 N � 50 25 50 100
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 46 N 54 N GRAPHIC SCALE: 1"=50'
ANY CONSTRUCTION/GRADING. 47 N 55 N ••• � INDEX MAP
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS �
FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 48 N 56 N ' •
ENGINEER0 E
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 49 N 29 N
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 50 N 30 N 5' P.L.
25. W.D.I.D. NO. 933S317203 51 N MIN.
W z FOOTING EMBEDMENT
26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES 1 -j 30 FL 21* MIN. .,J DEPTHS SHALL CONFORM
27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES MOO �' MIN. g TO 97 UBC SEC. 18061
FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL REQUIREMENTS, I.E. 12
ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE 49.0" 51.80 m g m MIN FOR 1 STORY AND
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. FL 3' 1 T MIN. FOR 2 STORIES.
EARTHWORKQUANTMES: e , -_--_- _ _ -Y .� MIN. ID
ILLCUT = 750 CUBIC YARDS 50 C.Y. LOT j+r f a `�"
( / ) :�I �- �`""�-- � 'fir __ ^^�
.M. -ti•."•ti- CLQ
FILL = 750 CUBIC YARDS (50 C.Y./LOT)
■ e 6" MIN. n
2%, MIN. ' PAD ELEV.
of
LEGEND 6
20% MAX.
**2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2% MIN• ,4
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CL - CENTER LINE ■- -- PHASE BOUNDARY ----- - WATER SERVICE 20% MAX.
DF -- DEEPENED FOOTING `- --- - SWALE FLOW LINE �. � RELEASAi R E ASSEMBLY SECTION Ai ReA-A" It
D11� -- DRIVEWAY ��rr P.L. o
FG - FINISHED GRADE ,.._. .L _._. __ ...r. - SLOPE (2:1 MAX.) _____.W .�.. WATER MAIN _ 5' S' N.T.S. F.L. `L'
FL - FLOW LINE - LOT LINE - TRUST BLOCK MIN. p� MIN. ? 15'--20' TYP• w m
FS - FINISHED SURFACE - DEEPENEb FCIOTING `- -- FIRE HYDRANT ASSEMBLY -' ��s -�'
10 MIN. �
GB - GRADE BREAK --- -- GATE VALVE "'" c^ P.L.
GF - GARAGE FLOOR 90 -- LOT NUMBER �__ .- .� SEWER MANHOLE PLAN 1 PLAN 2 PLAN 3 FL 9 2' cn
HP -- HIGH POINT PLAN 4C -- HOUSE PLAN 'TYPE � � m 3 �'ji� m
MIN. �•-- MINIMUM � -----,5- - SEWER MAIN 2,891 SF 3,fifi8 SF 3,962 SF
MIN. MIN. r
FF 1109.67 FINISH FLOOR' ELEVATION Q -M BACKWATER VALVE J' FL , 3 .
TC - TOP OF CURB PAD=1109.0 -- PAD ELEVATION «--- - STREET LIGHT HOUSE PLAN LE6E'ND - .. .:.~---•. PAD ELEV. 3 '�
..�.. .+� �+ 4• � MIN.
FOOTING TO BE
EXTRA DEPTH OF PAD ELEV. f::.= ��'� _
PLANS (TYP) ' �`'`.' `� _ A�/ 2�X MII'NN °-
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29 81 BASIS OF BEARING DIMENSIONED ON * `- * PAD ELEV. =r _ ��
o Underground 2 1/27 BRASS DISC IN CONIC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION ~: 4� MIN. MqX X MIN. .� '� PAD ELEV. a
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: 209G MAX. (' MIN' 20 6 MAX PAD (y
of southern CallformW CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN - ■ SECTION T-�'r 2� MIN.
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE HOMES SECTIO S - L.D04�-011 GR
Call: TOLL E 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W
- N.T.S. 20% MAX.
1 -800 OF P.P. N0. 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 40980 COUNTY CENTER DRIVE N.T.S. ASTORIA PHASE 7
422--4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. SUITE 110
"M WORKwc pars ®EFI7�!'E YW IM ADJ. DATE 9/13/82 ELEV. 1128.410 TEMECULA, CALIFORNIA 92591 LD03_289GR
T 719-1464
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: T h el Keith C o m p>a n to s l PLAN SCALE CITY OF T s
2/17/04 TKC 1 LOT 51 REV. LOC. Of FOOTPRINT a �pFESS/qy AS NOTED • I DEPARTMENT OF PUBLIC WORKS Drawing No. w
ffewlqt RECOMMENDED BY: DATE: /41
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�tSEE ABOVE . ,� .. posoomN� ACCEPTED BY. DATE: PRECISE GRADING PLANS o
Pla s Prepared Under Supervision f RONALD J. PARKS
Daft 0 a►arte� c v �� /� DRAWN BY: SRp DEPUTY DIRECTOR OF Pu�Lrc w�aRKs PHASE 7 TRACT NO. 23143--10 & F o
� �`F� Date DESIGN BY: SRD LOTS 29, 30 AND 44-~Js
R.C.E. No. 63947 --� Expires 9-30-2006 1! 744 E�epir�+le _ s/3o�u ,. ., Sheet 1 of 2
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DF - DEEPENED FOOTING - SWALE FLOW LINE AIR VAC/AIR
DW - DRIVEWAY Of RELEASE ASSEMBLY
30 15 30 so
FG - FINISHED GRADE - SLOPE (2:11 MAX.) -W- - WATER MAIN
FL - FLOW LINE - TRUST BLOCK %
- FINISHED SURFACE - LOT UNE - FIRE HYDRANT ASSEMBLY % GRAPHIC SCALE: 1"=30'
FS - DEEPENED FOOTING
- GRADE BREAK - GATE VALVE LD
GB - LOT NUMBER 1
GF - GARAGE FLOOR 90 - SEWER MANHOLE
HP - HIGH POINT PLAN 4C - HOUSE PLAN TYPE S_ - SEWER MAIN LD04-01 1 GR 'd
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE x
AS NOTED CITY OF TEMECULA Drawing No. w
2/17/0 1 LOT 51 REV. LOC. OF FOOTPRINT aFESS/cov, DEPARTMENT Of PUBLIC WORKS
RECOMMENDED BY: DATE:
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San Diego Division
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SEE SHEET 1
Inspector No.63247 rn 5W El Can" Abd, Sub IM CwbW, CA 9M (760) 438-1210 ACCEPTED BY: DATE. PRECISE GRADING PLANS
Emp. 9-3&-2WB Plans Prepared Under Supervision O� RONALD J. PARKS
fm DEPUTY DIRECTOR OF PUBM WORKS C)
/ V PHASE 7 TRACT NO. 23143-10 & F 4so
P DRAWN BY: SRD 4
Completed Ix
Date ZZ4%�4
DESIGN BY: SRD LOTS 299 30 AND 44-56
R.C.E. No. 63947 Expires 9-30-2006 CHECKED BY- R.C.E NO. 19744 Expires 9/30/05 Sheet 2 of 2
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