HomeMy WebLinkAboutLot 35-44, 60-67 Precise Grading I
GRADING NOTES:
1. All GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISF GRADING PLAN
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. PROJECT
CROWNE I III L '-� N OTTI N Gi 1AMo� �-� R°
3. MAXIMUM CUT AND FILL SLOPES L �� Ao SITE
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4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EOWALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' MGH, Q
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPE'T'ENT SOILS ENGINEER WHO SHALL �`�� ����o � AUBA
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTIONPHASE 4 TRACT 23143 " F
REPORT FOR ALL FILLS OVER 1' DEEP. NO . HA RAS 3 c P
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&A a- 4 AC
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
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PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, LOTS 35 ,�,.�,..,,, 44 AND 60 .. 67 �N��� ROAD W
ELEVATION AND LOCATION OF CUT FILL SLOPES. -a %PIA _S1__
7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. "" 4 4100
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a. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
PIp PICO
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS .A OD Ro
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241 01) DATED 07-01-02 AND ALL
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY 79
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND N'
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF t` I
THE PRELIMINARY SOILS REPORT. E ;�:� I `� �. k <<, ` TO SAN DIEGO
VICINITY MAP
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT TEL 909 1 94-641 1 AT LEAST 24 �� � a �
NOT TO SCALE
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION /71"' N,�- .�
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 A L � � J►
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN z "
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. t(7) ` C
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, L,_J 1:0 � P'L
�t?
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. �� � � �� �� ��, �
82 63 6 �,
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, R MUST BE CLEARED, KEYED, �� 0 __ 64 _j
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A _.. �,L I --- --- 176 MIN'
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. CLY I L
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION Of PERMANENT DRAINAGE ' N
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ool .0'
r
AND DAMAGE TO ADJACENT PROPERTIES. C 5' MIN
rreo r .�.. ....
5 B MIN. B
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15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 2X
IN. MIN
16. ALL EXISTING DRAINAGE COURSE'S ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY '" Fw BER CDLIRT � A '
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST .... .._
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. '� z P-3
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 1.5) SHALL BE -
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FO CUT AND FILL SLOPE'S r
OVER 30' IN VERTICAL HEIGHT. .� -
IS.. A REGISTERED CIVIL, ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING �
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PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN
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. �� l �"
19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 1 2" ON CENTERS 4442 41 I '�� 38 ,Y
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 4 40 I �
`"' I I ' �
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL �
BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES
OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION -�' , '� TYPICAL LOT
DEVICES PER U.P.C., CHAPTER 10.R
DRAINAGE DETAIL
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4! PER FOOT FOR «, � « �' « N.T.S.
A MINIMUM OF 3 FEET.
' UNLESS OTHERWISE NOTED ON PLAN
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BEP .,., «.» '•"" ""` """' """' """` ""� '"- --► .,,,. _„�
„�,. _ ----� ••..",,. ... * SEE PUN FOR DRIVEWAY GRADE
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22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF � �__--
ANY CONSTRUCTION GRADING. �� CRD*W /7U DRIVE �-�`-
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 21mommomm owl 74v�
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED _ o-
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW ANDAPPROVAL.
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. g' P•L- o
25. W.D.I.D. N0. 933S317203 r MIN, 5' N
26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES 45 -- ? MIN. * T11�1G EM CD
3• FL 2 � DDEPEPTHS SHALL CONFORM o
27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCESTO 97 UBC SEC. 18061
FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL BACKWATER 9 MIM. REQUIREMENTS, I.E. 12"
ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE VALVE CHART Sp sp 1�p m MIN FOR 1 STORY AND o
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. -- 1 - - -- --- - 10 3 FL 3• 18" MIN. FOR 2 STORIES.
LOT LOT
GRAPHIC SCALE: 1"=50' MIN. zco
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35 YES 44 No - , INDEX MAP = ' '" •� ,,,
EARTHWORKQUANTMES: r --� z'
NO .•• I ••ti :.:....r.
= 36 NO 60 � 1[) �
CD
CUT = 900 CUBIC YARDS (50 C.Y./LOT) __ I•L .� __ - Pei
FI 90 CUBIC YARDS 50 C.Y. LO I
37 YES 61 NO PAD ELEV.
LL 0 ( / � I 20% MAX. �
LEGEND 38 YES 62 YES **r BENCH REQUIRED W SLOPE HEIGHT IS 5' OR GREATER
MIN.
- - PHASE BOUNDARY -�- WATER SERVICE IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D" 20X MAX'
CL CENTER LINE 39 YES 63 YES
DF - DEEPENED FOOTING _ --- - SWALE FLOW LINE CM3.....,. AIR VAC/AIR SECTION "-A-Apt
DW - DRIVEWAY - RELEASE ASSEMBLY 40 YES 64 YES PLAN FLAN 2 PLAN 3 w 5' P.L. 5' 1111-M F.L.
FG - FINISHED GRADE � � � _.._� _.,,.- •"'- SLOPE (2:1 MAX.) . .�...- ����. .... ... •� WATER MAIN
- .,,, t -- TRUST BLOCK 41 YES 65 NO 2,621 SF 30078 SF 39322 SF z MIN. MIN. z 15'-20' TYP. _
FL FLOW LINE LOT LINE
FS + FINISHED SURFACE , FIRE HYDRANT ASSEMBLY J J 10' MIN.
GBI - GRADE BREAK �` p'L' J
DEEPENED FOOTING 42 YE5 66 NO
°��" - GATE VALVE •
LOT NUMBER 70
GF �- GARAGE FLOOR 90 - 0. SEWER MANHOLE 43 NO 67 NO HOUSE PLAN LEGEND m 3• FIL • .�, m 2' 9
HP -- HIGH POINT PLAN 4C •- HOUSE PLAN TYPE .�. • N �
MIN. MINIMUM SEWER MAIN MIN. �^ MI 29
FF=1109.67 -- FINISH FLOOR ELEVATION ""'E ... •
BACKWATER VALVE F'L 3 3
TC - TOP OF CURB PAD=1109.0 •- PAD ELEVATION STREET LIGHT -
MIN
�. f•-~-" PAD ELEV. �o
�• .
FOOTING TO BE :- ID
2:� �' PAD ELEV. -.:..:�, "" s
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29--81 BASIS OF BEARING PLANS OF
n `` �-. 1rN
CN ) _ _.. -
Underpr�ound 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION DIMENSIONED ON * * PAD ELEV. ;
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS pWNER/DEVELOPER: �. * PAD ELEV. +�
of sw,tt�err+ CaNronria CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 20 MIN' S" MIN. 2X �• 0
MARGARITA ROAD IN THE N.W. CORNER OF THE INTERSECTION 1' E OF A BOOK 159 PAGES 38 THROUGH 61 OF MAPS RECORDS 20X MAX. 20% MAX. PAD
Can: TOLL FREE 7' CHAIN LINK FENCE, 21'x 16' AROUND S0. CALIF. GAS VALVES, 40' N. � � � GR ON HOME SECTION- "C-C"
„_„� z
1 -800 OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2756 23"W 40980 COUNTY CENTER DRIVE SECTION-"B.-B"_- - 2X MIN. �,
422-4133 OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 N.T-S• N.T.S. 2076 MAX. NOTTINGHAM PHASE 4 L
FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. TEMECU CALIFORNIA 92591
"two w�oRltww� grmt Y+ou uIc ADJ. DATE 9/13/82 ELEV. 1128.410 Q10"
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: T h ® Keith C o m pe n i e s PLAN SCALE w
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AS NOTED
ITY OF TEMECULA
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Cornp%� c I V •� 9 l p DRAWN BY: JG DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 4 TRACT NO. 23143--F' o
� .� m�e Date DESIGN BY: JG LOTS 3J--44 �C SO--s7
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LEGEND •r++
CL -- CENTER LINE - PHASE BOUNDARY - WATER SERVICE cu
cu
DF -- DEEPENED FOOTING _ _---- - SWALE FLOW LINE A*� - AIR VAC/AIR
DW -- DRIVEWAY SLOPE 2:1 MAX.) RELEASE ASSEMBLY
FG -- FINISHED GRADE -- -•- -•.T -- �" ,:'. .......... WATER MAIN
FL -�- FLOW LINE �- LOT LINE 4 _ TRUST BLOCK 'r
FS -- FINISHED SURFACE - DEEPENED FO�OTIWG' k;'`w_.. .•....' _ FIRE HYDRANT ASSEMBLY
GB -- GRADE BREAK GATE VALVE
GF - GARAGE FLOOR 90 c .- - µ -'- SEWER MANHOLELID
LOT NUMBER
30 1s 30 to ^
HP - HIGH POINT PLAN 4C - HOUSE PLAN TYPE -- SEWER MAIN
___-__ 1 ___ _._____-___.__ 1 CL
ce
M ,
MIN. -�- MINIMUM � _ GRAPHIC SCALE: 1 30CL
FF 1109.67 FINISH FLOOR ELEVATION f,; � - �� ���-- -- BACKWATER VALVE
TC -- TOP OF CU PAD=1109.0 - PAD ELEVATION •- -- STREET LIGHT
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NOTTINGHAM PHASE 4 '
LD03-203GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC•D BENCH MARK SEAL: The Keith Companies PLAN SCALE
AS NOTED CITY OF Ts
��Ess�gy� RECOMMENDED BY: DATE: �4 DEPARTMENT OF PUBLIC WORKS Drawing No. w
�°r PROFILE SCALE o,
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y '� San Diego Division ;
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SEE SHEET 1 Q MIL6311147 tea►d awe r s tom► c�I �a �,�e-�sra ��"
9-,� ACCEPTED BY: DATE: 'w PRECISE GRADING PLANS
p * * Ions epared Under Supervision 0 RONALD J. PARKS .�
• PHASE 4 TRACT NO. 23143--F
Comphrtad `�' � V � `' Date Zov Ar DRAWN BY: �G DEPUTY DIRECTOR OF PudlliC MNORKS r�
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CP CAL`F DESIGN BY: JG LOTS 35-•�-44 do 60--67
R.C.E. No. 63947Expires9--30--2008 11744 �, - t/�/'�_ Sheet 2 of 2 �
CHECKED BY: K �'0'E '`
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