HomeMy WebLinkAboutLot 1-8,38, 39,66-73 Precise Grading GRADING NOTES: RPNc�0 c� oRN,A ROAD
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, ROAD
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING
RA��o P ,LANOf �5�� PROJECT
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES SHALL BE A S ITE
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. AUS
3. MAXIMUM CUT AND FILL SLOPES = 2:1. VIA RAMI O 0
CE
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. g MaCABEaY PRACE fn
k SANROAD o 5 r
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL a w 6
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION Qf a
REPORT FOR ALL FILLS OVER 1' DEEP. k �
CROWNE HILL NOTTINGHAM
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PHASE 1 TRACT No . 23143 11
6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN q
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING 4 PID PICO �7y o
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, LOTS 1 8p 38p 39p AND 66 73 °�r� RD.
ELEVATION AND LOCATION OF CUT FILL SLOPES. OAD
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. Herr. 79
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. TO SAN DIEGO VICINITY AP
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS NOT TO SCALE
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 11-24-02 AND ALLe� 1
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY �� e Pip1,4f=-1+
N �
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION N 0 DESIGN RECOMMENDATIONS AND �
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT. 4� m P.L.
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10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL (909)694-6411 AT LEAST 24 "`• �� 047'�c J
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 4 D. 4 3 Q d
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. , i 8 7 i s 5 _ _ 1 X MIN.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR L L
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. � 105' 2'
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, ' C B MIN. MIN:
5 B
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 7r A N MIN. 2%
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,
A A MIN
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ..... �.. _... _ zRZ
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. NORTHSHIRE CIRCLE
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE L�
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER
AND DAMAGE TO ADJACENT PROPERTIES.
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15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
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16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY / �/ • N :2DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 'V
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. _1 70
38 � - s9 7� r �
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE �� 72 ~�,-�
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES 1 TYPICAL LOT
OVER 30 IN VERTICAL HEIGHT. 73 OV O
DRAINAGE DETAIL
18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN Q r N.T.S.
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ` X n UNLESS OTHERWISE NOTED ON PLAN
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 10
39 ss SEE PLAN FOR DRIVEWAY GRADE
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
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL 77 Q J
BE PLANTED AT 10 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT SHEET
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 75 n"
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR 4 20
A MINIMUM OF 3 FEET. n' 1
67 75 �
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 40
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 74 Z'p1,X PAD ELEV.
ANY CONSTRUCTION/GRADING. :r.Fla
n I� .�
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 66 a .�!//��1// lit
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED REMOVE EROSION CONTROL BERM
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY BACKWATER /
VALVE CHART
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. INTERNAL SIDES_ IF SLOPES LESS THAN 5
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. LOT LOT SECTION OD-D"'
25. SEE APPROVED "WALL AND FENCE PLANS" FOR YARD AND PERIMETER WALLS AND FENCES.
1 NO 7 NO fib NO 77 � '
N.T.S.
26. W.D.I.D. 933S317203 2 NO 8 NO 69 NO
3 NO 38 NO 70 NO
4 NO 39 NO 71 NO
EARTHWORK QUANTITIES: �o ss �oIgo q6 in
5 NO fib NO 72 NO - -- - in
CUT = 900 CUBIC YARDS (50 C.Y./LOT) GRAPHIC SCALE: 1"=50
FILL = 900 CUBIC YARDS (50 C.Y./LOT) fi NO NO 67 73 YES
INDEX MAP
5P P.L
W MIN. 5' w PLAN 1 PLAN 8 PLAN 3
z3� 2** MIN. z 2891 SF 3668 SF 3962 SF
LEGEND * S*-
PRECISE GRADING MIN. J F.L.
15 20 TYP. w
• AC - ASPHALT CONCRETE TF - TOP OF FOOTING °° z °° P.L. HOUSE PLAN LEGEND
10' MIN. z
CONSTRUCTION NOTES. BF - BACKFLOW PREVENTER TG - TOP OF GRATE `O FL 3' w 5' S' 4J N P.L. J
DF - DEEPENED FOOTING -- TRACT BOUNDARY MIN. _ z z MIN. o s MIN. z c� m
1� INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE ply _ DRIVEWAY ___ _ 2:� `o M J �° G� J 2 v .�
PER CITY OF TEMECULA STANDARD DWG. 303. FG - FINISHED GRADE - FLOW LINE '" --•'~-'�► �. -n MIN. m
Q2 INSTALL NDS 12" x 12" CATCH BASIN MODEL N0. 1200 AND FL - FLOW LINE - SLOPE (2:1 MAX.) * " '=��' `--��•�~Y� FL � of N
( ) FS - FINISHED SURFACE MIN. `- -� K m 3 :� m z -
NDS 12" x 12" DRAIN GRATE (MODEL NO. 1210) OR EQUAL GB - GRADE BREAK 90 - LOT NUMBER 2X MIN' - �^ io a
PLAN 4C 20X MAX' 2% IN. PAD ELEV. MIN. s � LO
a
3Q INSTALL 4" PVC (SCHEDLE 40) GF - GARAGE FLOOR - HOUSE PLAN TYPE 3 : ?
HP - HIGH POINT FF=1109.67 _ FINISH FLOOR ELEVATION 20% MAX. '+ -- ~ -~ ��~-� PAD ELEV. MIN. `° T MIN,
INV - INVERT PAD=1109.0 _ PAD ELEVATION *' 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER, FOOTING TO BE -- z N �Y Ace
TC - TOP OF CURB IF SLOPE HEIGHT IS LESS THAN 5 SEE SECTION D-D �_ 2:� PAD ELEV. . -_,�-_ �• -
EXTRA DEPTH OF
PAD ELEV.
"A- • PLANS (TYP) - ~ * •�
SECTION A DIMENSIONED ON ;� 2: PAD ELEV. PAD 2% MIN. �°
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING M'�X -
Underground "
N.T.S. 2% MIN. 6" MIN. 2% MIN. Z
r9 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 20% MAX. 20% MAX.
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'
of Southem California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN SECTION B-B� FOOTING EMBEDMENT SECTION eL'_L'e A
DEPTHS SHALL CONFORM
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
Call: TOLL FREE 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22056'23"W DEPTHS
TO 97 UBC SEC. 1812" N.T.S.NTsu
1 -800 OF P.P. N0. 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 40980 COUNTY CENTER DRIVE REQUIREMENTS, I.E. 12 ��
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. SUITE 110 MIN FOR 1 STORY AND ,�
TOMO w�olelclnc Dr►r5 BEFORE You DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEMECULA CALIFORNIA 92591 18" MIN. FOR 2 STORIES. LD03-' � 22GR
T L. 09 719 1464
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies " PLAN SCALE CITY OF T m
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RELOCATE HOUSE ON L0T 7 � 1 = 50 DEPARTMENT OF PUBLIC WORKS Drawing No. N
Contractor
RECOMMENDED BY: DATE. CU
,` �►``� �' s Inland Empire DivisionCO PROFILE SCALE
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Inspector SEE ABOVE �' 53613 0 2Td'90 Cadw S� 3W Abwro Vbft GI 9255►-9024 (909) 6�'5►3-0234 -....-, ..-. �, o u
DATE: 3 PRECISE GRADING PLANS
"'� � ACCEPTED BY: 44 -�
Date I* 06/*M/07 PI Pr a d Under Supervision Of RONALD J. PARKS r•
Completed DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 1 TRACT NO. 23143--11
CML �r Date 7 �J 0 DRAWN BY: KT JJJ40
_ -�--- _ : KT JJJ LOTS 1 --8 38 39 & 66--73
R.C.E No. Expires 06-30-07 DESIGN BY _ 197" Expires 9/30/05_ ' Sheet of
CHECKED BY: MWS R.C.E No. 2 a_
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PAD=1325.5 0.4
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m 6 7.3 PAD-131 t.90
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a o.o N h .r 3oa.o0 1
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MIN.' � z � � � 11 1 1.307-
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N _._ 23. 30. moo . - - - rK z 1 0. / V
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PAD 1329.7 r 6.55X I F - -----.�_i:q%r •n �' '`� �, Cb + s-7 0
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6.63X L 16•p p �
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2.7 h 2.OX JIM*
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spa o� 1 ,_ N � 77
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PRECISE GRADING 'wti y°' of
8 a
CONSTRUCTION NOTES:
30 15 30 60 A
INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE
GRAPHIC SCALE: 1"=30 -�
PER CITY OF TEMECULA STANDARD DWG. 303.
2� INSTALL NDS 12" x 12" CATCH BASIN (MODEL NO. 1200) AND
z
NDS 12" x 12" DRAIN GRATE (MODEL NO. 1210) OR EQUAL
0
3
a
Q INSTALL 4" PVC (SCHEDLE 40)
r
U
i
LD03--122GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pay n i e s PLAN SCALE CITY OF T a
C
30' Drawing No. ,
T Edi RECOMMENDED BY: PATE: L L Q3 DEPARTMENT OF PUBLIC WORKS ti
REL OCA rE HOUSE ON LO /7 4,
Contractor -�S-o3 � �►��-4�""' S� Inland Empire Division PROFILE SCALE N
SEE SHEET 1 �� - �, 9 -94 9� -�. --___ ��� 03
r o Cadw Avenue S� 3W
'�°'"� ACCEPTED BY: DATE: PRECISE GRADING PLANSLn
impactor � � 53613 c '
Date 15111. °6/°� PI Pr ed Under Supervision Of RONALD J. KS rl
DEPUTY DIRECTOR OF PUBLIC WORKS Is
�. _ DRAWN BY. KT JJJ PHASE 1 TRACT N0. 23143-1140
Completed 9� `,�„"\F '�. Dote DESIGN BY: KT JJJ 9744 3o O5 LOTS 1 --8, 38, 39, & 66-73 0
R.C.E No. Expires �� 06-30-07 - _ - R.C.E No. Expires - _ _ Sheet 2 of 2 a
CHECKED BY: