HomeMy WebLinkAboutLot 8-23 Precise Grading GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, Zj-. 1 F A-r �Y TAME Au juMep
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. EXC1✓M7oN �CoNsrl�uct�►oN R� No
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2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X. DRAINAGE SWALES SHALL BE A C"4.r LLXAl �.S*IRLW • ,'�+� OAD
PRECISE GRADING PLAN
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. �4a-rI .� oR, eTFf�sl� ' R-
CROWNEHILL ASTORIA
3. MAXIMUM CUT AND FILL SLOPES 2:1. w�Cks•N �/ls RA ,o ,�s��' PROJECT SITE
To �E ��I>�vc.E •fr �KLTialy4t, AUS
4. PROVIDES WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVERS HIGH. �R �1��•Eo�-orjttok�ecE ��, VIA RAMI
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL &WNs.jL 5µMI thwht"jA�r1<rLY ' MSA aY CRE °
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION �4.pVIr� T� G f r y OF s� 2TRACT NO3143101 5'►NT�'Op d1Q LACE _
REPORT FOR ALL FILLS OVER 1 DEEP. AWC7 Yft c1.1r� SM'M.1.- c�tfl Q ROAD r
5. A REGISTERED CML ENGINEER SHALL SUBMIT` TO THE CITY ENGINEERING DEPARTMENT WRITTEN ALAI. l &LIL-r ag j!Xc4uAroW 'p 4, w
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING &TUsIR- oISM"ArNGE of •r"
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, meftc7p *"A To If►atEoIAMLY LOTS 8 � 23
ELEVATION AND LOCATION OF CUT FILL SLOPES. CEr4tE , TMMC pIR.�G•roR �F PL*0,#J1v4 P10PICo �'!} b
7 .PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. '+'T I�hs�t�f.�t SK•E d1Sctn.r►t w�k� '°I RD.
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k " o� N�..AMY rr V4 et a Mot�� Ro m
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I
N ECC S94AV re *"AW •roa CITY to I HWY. 79
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS a at4j; V AWo1e0L MA-TOlolw" AN Ala 2� ,�••!, + 'rlV IINVESTIGATION BY PETRA GEOTECHNICAL, INC. (JOB NO. 241-01) DATED 10-24-02 AND ALL ADDENDA 1 N t7�.p�N��.NTF LY gw4t.fFI%aI To SAN DIEGO
THERETO. TWO SETS OF THE FINAL COMPACTING REPORT SHALL BE SUBMITTED TO THE CITY fGw,IAU ST To 1050rT TWO XI _.. ---- -' - �-' `-�"--� -"- -- '-" ' -' -' - �- -` -` -` -' --` --- -- -'-_ VICINITY AP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND S -xr +-- - �� -� - �,TA� CRESTAA& - -
A+r~ N e G Y► T1�c c r1Y iN oR•o�ls �. -�'�' +- ��
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF NOT TO SCALE
THE PRELIMINARY SOILS REPORT. lib • WE SICjN1P144NGE F IVE
FINp, IA4soNAml
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10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL.. (909)694-6411 AT LEAST 24 Tt vlsGoutR.Y is N•T -r
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION '�•'��f _ �� �� C
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. IL1"1+e �- P.L.
-�-
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 - '� ; 1% MIN. .r a
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. •w��-Rx. A&$0 4) �/►�M"1o1►I +4�J� �ib41,L. I
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS • r# v F W•l - o
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. p ISeAw&" ,s ,�, • 1 5 2
IL
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AW-Z# 0L4%1eA-t./ • 3' 1- 2'!
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ��T`{"�� r"�� PUBLIC C I MIN.
Tft 1>w4se-ro g of ► UTILITY MIN. B
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �lF�NI - � • • • • • • � EASEMENT - 5' 276
•\ MIN. -, M�
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE Nol, T14� PXOP"TY 22 A I
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER sl.vA(� T6W AI 'AND DAMAGE TO ADJACENT PROPERTIES. • 11125
z I
VOL o ^torr w 1 � L_ 3.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. mol •� • i °' PUBLIC
Ti4 -rE PKr�� �► V I '� • • BACKWATER - UTILITY
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY Ad Irj yATlp*! Pc�N •�. aR • �„ VALVE CHART EASEMENT
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST cro Ec Y7 s + I I
*T1F1E A-A- V �] _ LOT LOT a 5'
BE USED TOPROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. A+&,ASa4I< h4*vg 59/ • •- W
PUBLIC
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE "'/Zo�p t3� 'Toe 1 3 • O � 8 NO 16 NO � _ - UTILITY
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES vfG7�� of P` AnMf. I -Q 9 NO 17 NO N EASEMENT
OVER 30' IN VERTICAL HEIGHT. ,�7 Ze I I`I
10 NO 18 NO
18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING i . 2 3
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN C/� • 1 7 • 2 4 11 NO 19 NO �,
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 18 .}- TYPICAL LOT �.
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 12 NO 20 NO DRAINAGE DETAIL ��
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERSI I I 13 NO 21 NO N.T.S.
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND 9 12 UNLESS OTHERWISE NOTED ON PLAN
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL I • 14 NO 22 No
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT SEE PLAN FOR DRIVEWAY GRADE
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R TA NKO CIRCLE 16 15 INO 1 23 NO
-- - --- -
-4 i
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.
59 P.L.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. �• W MIN. 59 W
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF �\ J MIN.
ANY CONSTRUCTION/GRADING. *\ 11 ___ FL
• • • 39 2
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS •, o MIN''
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED • • m z I co
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 7 z FL 3,
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. \ 9 �1
8 5 4 .� MIN. z
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. �\ 10 '-•�--'� - ';w Z'
25. W.D.I.D. NO. 933S317203
pFES3/p�,+ MIN.
MIN. '�
26. SEE APPROVED "WALL AND FENCING PLAID' FOR YARD AND PERIMETER WALLS AND FENCES ��� 0. TA ��► SO 25 100 A� 22X X MAX. PAD ELEV.
�\ 2X MIN.
,�; 0.62951 M GRAPHIC SCALE: 1"=50' - l 20X MAX.
EARTHWORK QUANTMES: oc XP. -a - 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER
W r - -- - IF P HEIGHT A
CUT 800 CUBIC YARDS (50 C.Y./LOT) INDEX MAP �- SLOE E G S LESS THAN 5 SEE SECTION "D-Cr
FILL = 800 CUBIC YARDS (50 C.Y./LOT) sCNh- �► . ` , r J76
. SECTION `A-A`
OFCAI N � � .� �jf LEGEND 2 11J
N.T.S.
AC - ASPHALT CONCRETE - TRACT BOUNDARY 60, 49 56' P.L.
BF _ BACKFLOW PREVENTER - RETAINING WALL � * FOOTING EMBEDMENT
BY SEPARATE PERM a MIN.
DF DEEPENED FOOTING k W
DW - DRIVEWAY ____ � � DEPTHS SHALL CONFORM � MIN. ,�
- FLOW LINE TO 97 UBC SEC. 18061 �o
FG - FINISHED GRADE � 2
FL - FLOW LINE - SLOPE (2:1 MAX.) REQUIREMENTS, I.E. 1Z" s
FS - FINISHED SURFACE L 54' I MIN FOR 1 STORY AND 9
GB - GRADE BREAK 9O - LOT NUMBER 65 1 -- . . 51,5 18" MIN. FOR 2 STORIES, o0 311 I M
GF - GARAGE FLOOR PLAN 4C - HOUSE PLAN TYPE I ., MIN' c1�' I FL
HP - HIGH POINT FF=1109.67 - FINISH FLOOR ELEV. a.. -
INV - INVERT - a • PAD ELEV. L. 15 -20 TYP. 3
F. - -• ��---- PAD ELEV. --ORO �
�_ W •�-- �- � MIN*
TC - TOP OF CURB PAD=1109.0 _ PAD ELEVATION . _____ 10' MIN. Z FOOTING TO BE -
TF - TOP OF FOOTING PUBLIC UTILITY EASEMENT PLAN 2 P.L. ;1 �+ PAD
3,305 SF PLAN 3 1 � EXTRA DEPTH OF � ?� � �•
TG TOP OF GRATE PLAN EROSION CONTROL BERM 2 PLANS (TYP) * r_ .-
TW - TOP OF WALL 3,950 SF MIN. '' M
2,915 SF HOUSE PLAN LEGENDINTERNALSIDES m DIMENSIONED ON PAD ELEV.
I MMIN. 27r MIN.
N.T.S. 20XMAX..
SECTION 'D-D• I _Z 20% MAX.
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING N.T.S. �O SECTION, pB-B•
Underground BENCH
11r BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 1� N.T.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: MSN -�=-"�'�- '
Of Southern CalifonAs CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN
�- L, QS - ID 9 GR
Cali. TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OFA BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS �. * PAD ELEV.
GREYSTONE LENNAR ALD04-067GR
� --800 7' CHAIN LINK FENCE, 21'x 16' AROUND S0. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'S6'23"W 40980 COUNTY CENTER DR., SUITE 110 PAD OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SECTION `C-C9 2X MIN.
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEMEC9 9, CA. 9 591 N.I.T.- 20X MAX. - LD03- 172GR
"M WORaMc Wn ounw YM DIG ADJ. DATE 9/13/82 ELEV. 1128.410 ( ) /
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL- The Keith Companies PLAN SCALE CITY OF T
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ESS • AS NOTED Drawing No.
J.J.J. WIDEN OTS DRIVEWAY T 4 � �, DEPARTMENT OF PUBLIC WORKS
Controetor .r. ��RREN 6 RECOMMENDED BY: DATE:
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Inepw or No. ZTM v 08" *WW SUMO ,V 1b►wlo %ft. CI W&W-1024 ") O3- 234 4 f 4.
SEE ABOVE E* 12/31/05 ACCEPTED BY: DATE: PRECISE GRADING PLANS
Date a Prepared Und Supervision Of RONALD J. PARKS
Com~ J}� C% �'!- DEPUTY DIRECTOR OF PUBLIC WORKS
�. Date 3/�2 S`1o1' _ DRAWN BY: KS RASE 2 TRACT N0. 23143-10
� ��� DESIGN BY: MM --
R.C.E No. 23737 Expires 12-31-05 R.C.E Ne. 19744 �„N !Z30/05 LOTS 8 23 Sheet
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CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE
"=30' CITY OF TEMECULA .
3•L� J.J.J. WIDEN T' RNEWAY T 4' �Ok�i DEPARTMENT OF PUBLIC WORKS Drawing No.
�R�tN a RECOMMENDED BY: DATE:
Contractor - DOT AVIV tr1'D VWGLU� Aael. S`R 9 8 �' ��� Inland Empire Division PROFILE SCALE
W"Ie�ter Na 23737 _ tseMD . , Surlbr D Albrrra rte►, a !2353-lrA24 ) SM-01%
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SEE SHEET 1 ,�,,,� ACCEPTED BY. DATE. PRECISE GRADING PLANS
Data a Prepared Under Supervision Of RONALD J. PARKS
Complaba ,1j� arra �t-
�;. Date 3�i�/�JY - DRAWN BY: KS �� DIRECTOR of PueLrc WORKS RASE 2 TRACT N0. 23143-10
� �•� DESIGN 8Y: -
R.C.E No. 23737 Expires 12-31-05 MM R.0-E No. 19744 Expir�a 9/30/05 LOTS 8 23 Sheet
CHECKED BY: W 2 of 2