HomeMy WebLinkAboutLot 1-31 Precise Grading •
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LEGEND: •
PAD PAD ELEVATION
FF FINISHED FLOOR
GFF GARAGE FINISHED FLOOR UTILITY JLEGEND: GRADINGNOTES:
FL FLOW LINE
PRECISE GRADING PLANS FOR
HP' HIGH POINT 0 CATV O METER PAD 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE,
FS FINISHED SURFACE A TELE ❑ TRANSFORMERC H A IR 1) 0 N A A Y APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
TC TOP OF CURB ® HAND HOLE ■ CATV
TW TOP OF WALL 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF SLOPES.
3 = PLAN NUMBER 3. MAXIMUM CUT AND FILL SLOPE - 2:1.
1 A = ELEVATION
R = REVERSE PLAN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF
H I L !S
TRACT 23100 6
0_2' F DEEPENED FOOTING (DEPTH AS SHOWN) ALL FILL SLOPES OVER 5' HIGH.
0�0 STREET LIGHT �. J. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
voo FIRE HYDRANT ��,� 0S COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
RETAINING WALL (BY SEPARATE PERMIT) h31
0 Q �0 pL t I thru BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
(ALL WALLS ARE TYPE I-B, PER CITY OF A P v� FOR ALL FILLS OVER 1' DEEP.
TEMECULA STANDARDS UNLESS NOTED 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF
OTHERWISE ON PLANS) ��` LOT NOe TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF
® ELECTRICAL VAULT 1'I,� COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
? GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
SEWER LATERAL 11r MIN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
WATER LATERAL
z }- OF CUT/FILL SLOPES.
INDICATES LOWERED GARAGE
FINISHED FLOOR o S 11 12 13 14 15 1 d ® 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM
BF 10 FLOWS, ALONG THE TOP OF CUT SLOPES.
VINDICATES BACKFLOW PREVENTER REQ'D A
Q B 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALi FILLS GREATER
/T THAN ONE FOOT.
A to
PAD= PAD ELEVATION 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
FF = FINISHED FLOOR RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
50 MIN. GFF= GARAGE FINISHED FLOOR S 11 LEIGHTON & ASSOCIATES DATED Mok-1 lb2000 TWO SETS OF THE
DGF= DROP GARAGE FLOOR FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
3' 2' BFF;E7N77ON
CK FLOW DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
ELEV. IS EQUAL TO OR GREATER VALVL� - "� �
-'"w .s.. - RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
MIN. MIN. �E --. .
THAN BLDG. PAD ELEV. " .rst DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
Cr MIN �^ � w ,
PRELIMINARY SOILS REPORT.
- - .- - = -�- .. 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
PAD ELEV.
� �
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
,r•^' �.. •"':^� ,,,,,....... �� ,...^�.._ ^; _..T �
-„"''....•"�"•s'•�y- '".� ..r .._•", .r- .,� ���n. ....�"w".e•�,_,.-""rte '^"'r,,..�N.,..•�^"'-''" �.���,.,�-�;,� r,,.."�"'" .r ""'�~'��-- ..,..�...-.
2.1 MAX. ��,._ _ ..�--...�-"- ..=-_•- .._-- ,.,�- ..�.-...-�==: w� :.. • ....��. :�=�....-. .,..,-.�- :�,_.. �"�-__
12" MIN DRAINAGE INSPECTION. THI INSPECTION MUST APPROVED PRI T
. �= _ ;�'.=�:�.�-� :-:�-:=�---w'.�.---- „�---� .� ,. •_� ...�_"'.: GESUS BE 0 ED OR 0
��-_. ..-: rte- .--.� �,.: rte' .� -:_ ,.,.. ��-.,..,.- r.-,^. - ,.-.•-"..•.T;;s'1:':=��.:.. '�.w-^;'.'.-�'- ;�; -�.r✓ "'..•.._....-'
? 3
M�
� NG PERMIT FINAL INSPECTION FOR EACH LOT ONE. 694
DEEPEN _.-- -=- .�.- ::,.�-' .,"..-^ ::� ...�"
MIN. .r, _-r--�: : = - -- - __.�.._.:r - _ :-'
Q _ �. :. - ..,.- .= --- ^_. " _ �-"� Mw - w ... 6411.
FOOTING
2X MIN.
_ ..�.- " ..- ..._ w - � :. _. .^ �. ".
21 X MAX•
WHEN
MIN.
....-- 11 OPS T R R THAN IN RTI HEIGHT AN
REQUIRED CUT SLOPES EQUAL 0 0 GREATER 5' VERTICALD
'- .- f- -.- - - �. -_ -� FILL SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL
PAD ELEV. R/N� 01
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
�^-
.r^ r'
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT
SIDEWALK . := .'w-� T - = : �1 CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
2X MIN. "-
-- w T ;rte
21 X MAX. _ � _..- _ .:: .�
'.,. '� �, .rte.= ..-.+ ..�' ..,r' ..^'.�,'_," r••
SECTION A A CURB FACE ...�-�-� -� ��
12" MIN. ����-�-_� .,:-_.�^ ;;.-�,�-�'� =w' .-�• .-. X;�a.�= =-��.'�• :..�- 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
;.. HAS BEEN CLEARED OF WEEDS DEBRIS TOPSOIL AND OTHER
SEE FOUNDATION PLAN W
N.T.S. -
DELETERIOUS MATERIAL.
�w ,.�Y"�rJ�,•� Mme;s ...^;,-. �.. ;:.�,, ., .�^"'�•^'., �" r:.-f'�',"..--'^""r-""t-`",:,'�� M'��• ��
w.
PICALOT I N I S GRADIN 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
UNO = UNLESS NOTED OTHERWISE
f"== NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
NOT TO SCALE P OMENADE
- _- ' BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
AFTER FINE -
GRADE, PROVIDE rL - =
'WI 1' 10' MIN. SLS - r" ~"'= a�= 2 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
5 DE BY 5 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
HIGH BERM SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
OR EQUIV. � MUD SILL
ADJACENT PROPERTIES.
1, 6" MIN.
100mm7
PAQ L�1/ = =-- 3 23
............
12
15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
. _"..... --.-',w- - -_- .. METHODS.
MIN � mow.
^'.'..-•^ ..-•�,.. ,_•rte"'",..-- �,''""y^^"'-•:.s-^'.,..,.''v "r..--'�^-°^".r�,.
1 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECTSITE UST
276 MIN. 12" MIN. 11 - � CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
21 X MAX. = :w = w= = „ - PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
21
22 23 24 " � "=�""==" -"^ N 23 BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING 20
.. -�� --' ,M. -. -...r RIN
SECTIONOPERATIONS.
N.T.S. 22 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
�. 19 _ ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
48.00'
VERTICAL HEIGHT.
55.00" 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
PLEASE REFER TO REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
,X ARCHITECTURAL PLANS BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND
FOR ADDITIONAL 2x SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
ELEVATION ENHANCEMEN ix GROUND SHALL BE GIVEN.
ON PLAN 1 CORNER
LOCATIONS. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH
w
ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND
8 w �NDEX MAP PROJECT COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR
SCALE: 1" 100' SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON
CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS,
'l R SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
S IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P,C.,
CHAPTER �10.r.
QUANTITIES; 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
n In � T 440 � NOT LESS THAN 1/4!' PER FOOT FOR A MINIMUM OF 3 FEET.
� n
400 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES c•
SHALL BE PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION GRADING.
CHARDONNAY 11ILL$ EQQTPRINT• 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
PRIVATE ENGINEER'S NOT �Y CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW `
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR STAB AND APPROVAL. c�
Caul: TOLL FREE , LENNAR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 0 20 40 60 80 100
LEIGHTON & ASSOCIATES OF CALIFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR
DUR1 -800 FOR DETERMINING NG AN CONSTRUCTION,
E SOLUTION ENGINEER
AND SHALL
REVISING RESPONSIBLE
OPLANSE
422-4'� 33 3934 MURPHY CANYON ROAD GROUP 24800 CHRISANTA DR., STE. 200 FOR APPROVAL BY THE CITY. VICINITY MAP
SUITE B 205 PLANNING • ZNG�IG • G MISSION VIEJO, CA 92691 N.T.S. SCALE.- 1 = 20 LD01 "-015GR Cc;
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SAN DIEGO, CA 92123 949 598-8500 Vr�
TW WMING DAYS BEFORE YOU DIG 619 292-8030 �o Lusk ���((619)�sso_99oi son Diego, Cs �iai
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. U
4 RECOMMENDED BY: DATE: /�' CITY OF` TEMECULA DEPARTMENT OF PUBLIC WORKS
MAY OZf 15/OI Gd�dTRUGTION CNAN(3E-GNAPl6E pME1�SIoky ON 'ASL .zZ.� CO. OF RIVERSIDE B.M. NO. T-29-S1 �1 A• Y
Contractor 1.5" BRASS DISC N CONC. CYLINDER LOCATED FROM G
PLAN Lia.�►vD Wwu. /TMl (TYPICAL AI..I!LOTS). THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.a Horizontal y - Plans Prepared Under Supervision Of
MARGARITA W. N 'ME N.W. CORNER to
INT. VATH OF THE NT. N A No. 4321 Ir 2/ O PRECISE GRADING PLANS./ ACCEPTED BY.DEPUTY DIRECTOR OF PUBLIC WORKSLD00 1 77GR
Inspect°r 1' E. OF A r CHAINLINK FENCE, 21' x 16' AROUND EXP. 3/31/04 Date I7� RONALD J. PARKS U
SO. CALIF. GAS VALVES, 40 N. OF P.P. (NO. 94
N. OF CENTERLINE OF RANCHO CALIF. RD. Fla - Vertical s�� i •� MARWAN YOUNIS TIUCT 23100-6
Data Completed GLASS WITNESS POST SET 1' W. OF MONUMENT. # X
N A �' 43217 M ch 31 2004 19744 SEPTEMBER 30, 2001 LOTS 1 diru 31 Sheet 1 of 6
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TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 550-9o1
CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. N
SCA LE p�# RECOMMENDED BY: DATE. & e� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS =
MAY aa,/i5/a 1 COPWRUGTION CHANGE-CHANGE DIMNKSIONS ON ALI. .1Z.e1 00. of RrvERSIDE B.M. No. T.-29-M � A. Ethel Parrenaa Ethel Parrenas Marwan Younis
contractor1.5" BRASS DISC IN CONIC. CYLINDER LOCATED FROM Plans Prepared Under Su ervision Of
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MI.'S N.E. ON RANCHO CALIF. RD. TO INT. WITH w v 0 ACCEPTED BY:J DATE: �L Z� PRECISE GRADING PLANS. _ a
MARGARITA RD., IN THE N.W. CORNER OF THE INT. 1 : 20 W. 43217 LDOO 177GR
Inspector 1' E. OFA 7' CHAINUNK FENCE, 21' x 16' AROUND EXP. 3/31/04 DEPUTY DIRECTOR OF PUBLIC WORKS A
Date �Iz 9� RONALD J. PARKS
So. CALIF. GAS VALVES, 44' N. OF P.P. (No. ), 94' Ar C H A R D O N N A Y HILLS—TRACT 23100-6
N. OF CENTERLINE OF RANCHO CALIF. RD. R - �fertTed ' C'/V \ �r MARWAN A. YOUNIS a
Date Completed GLASS WMTNE55 POST SET 1 W. OF MONUMENT. &It� \ LOTS 1 thnt 4 Rtld 12 heat 2 f x
AN. DATE 9-13-82 ELEV. 1128.410 NSA R.C.E. No. 43217 Expires Larch 31, 2004 R.C.E. No. 19744 Expires .SEPTEMBER 30,-2001 S o 6
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THE INT. OF FRONT ST. & RANCHO CALIF. RD., 1.6 Plans Prepared Under Su Supervision Of \
MI.'S N.E. ON RANCHO CALIF. RD. TO INT. VATHE NO. 43217 45 ACCEPTED BY: DATE: /Z41 10CIII PRECISE GRADING PLANS: _ 0'
Inspector MARGARITA ' A THE N.W. CORNER of THE INT. 1 = 20 (� DEPUTY DIRECTOR OF PUBLIC WORKS LDOO 177GR
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Inspector MARGARITA RD.. IN THE N.W. CORNER OF,THE INT. 1 � 20 DEPUTY DIRECTOR of PUBLIC WORKS LDOO�177GR a
1 E. OF A 7' CHAINLINK FENCE. 21 x 16 AROUND EXP. 3/31/04 �=/�'Ob
So. CALIF. GAS VALVES 40' N. of P.P. (NO.'). Date RONALD J. PARKS A
N. OF CENTERLINE OF RANCHO CALIF. RD. FI8ER— vwtka `ri* ,�J .� M AR WAN A. u N I s CHARD 0 N N A Y HILLS—TRACT 2,3100-6
Date Completed GLASS WITNESS POST SET 1 W. OF MONUMENT. �,
ADJ. DATE v-13-82 ELEV. 1128.410 NSA R.C.E. No. 43217 Expires March 31, 2004 _ R.C.E. No. 19744 Expires SEPTEMBER 30, 2001 LOTS 13 thio 18 Sheet 4 of x
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