HomeMy WebLinkAboutLot 11, 15-26, 76-104 PreciseGrading •
t "
LEGEND
IPA PROACT SITE
T.C. TOP OF CURB 1�! ,
AD
ELEV. -Q.3, ` AD ELEV, - .3.mm.
INV. -- INVERT _ ?O
F.L. - FLOWLINE P/L Is r�r-� �� �s rr�. Pn.
M.P. — HIGH PONT •
F.F. FINISHED FLOOR A A C C D p P ECI E GRADING PLAN
F.S. — FINISHED SURFACE _ Ij J— A
L.F. — LINEAR FEET
�+ h
T.G. TOP OF GRATE '
E W
- G.F. GARAGE FLOOR PAUBA-
P.E. PAD ELEVATION
(> j, AIR RELEASE VALVE SIURIA60 RD. �' ;
0 WATER METER
0- MAIL BOX
- STREET LIGHT �,• tFF�
l pica
�► — FIRE ""RANT
EXTRA DEPTH FOOTM TYPICAL SIDE YARD DRAINAGE
--- FeNCE
MK1'. T9
C" RETAII NG MALL Ir MIN. ABOVE PAD ELEVATIM
AREA DRAIN SYSTEM owIPAC��D � 51 MRs• �
TRACT NO 24133 3
tO SAN DIEGO
ERM FjAlB0VE_PA_D_
2" MIN. I 6" MIN.
CATCH BASIN
OLD6.rJCO EtEV. o ROUND OFF TOP
2
2 CONSTRUCTION NOTE ?�• M,N �,px. •
O INDICATES COLOR 3
LOT Nt1MBEA
SECTION A - A SECTION B B 4
• 58 VICINITY MAI)
FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER /
INDICATES MODEL THAN 5• IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGTH 5 ST 56
UNIT TYPE Q� 551 NOT TO SCALE
INDICATES ELEVATTOIr
T mm. P`L T m". s• MIN. P n 6 v� � SAM�NO � 53
59 S2 GRADING NOTES
�-INDICATES AMOUNT OF 3' MIN. 1' MMI. I' Mm- 3' MIN, 3' MIN. 2• MIN. 7 / 60 51
I
EXTRA DEPTH FOOTING I / 61 62 50
. THIS LOT REQUIRES A BACK- 6' IIRIIV. I g~ MIN. 6 MIN. g 63 10 1 . ALL GRADING SHALL CONFORM TO THE UNI r" 8U f LD i'NG CODE. CHAPTER 7b,
WATER VALVE PER SECT. 409 a a ,
' 64 49 , AS AMENDED BY ORD i MANCE 457.
OF U.P.C. PER APPROVED *� j 9 � "� 65 48 2. MINIMUM BUILDING PAD AND DRA 1 NAGE SWALE SLOPE SMALL BE = 1 X IF CUT
'NIv M -_ �r� 4� OR FILL IS LESS THAN 10 ' 2% IF CUT OR F I Ll IS GREATER THAN 10 '.
WATER $ SEWER PLANS. ?'y,� M''� ��. _ y :o. . 66
4x 6 TY 2�'�' M4k '�'•''" 47 DRA I NAGE SHALES SHALL BE A M I N i MUM OF 0.2' DEEP AND BE CONSTRUCTED
MIL►- 10 I
46 A MONAW of 2`- PROM -ME � of GUT OR f"LL sLOPr`G.
SECTION C � }
- C SECTION � � _` • �
D - D 68
45 UT AND FILL SLOPES a 2 s 1
� MAX I MUM C .
v 69 4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EDU i VA
LENT ALONG THE TDP OF ALL
1U 1 2 w r 44 FILL SLOPES OVER S' HIGH.
�, • ,. r TO
r rp 13 >a x'�� S S. ALL GRAD I NG SHALL BE DONE UNDER THE SUPERV I S I ON OF A COMPETENT 30'1l�
` ' , 43 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED
�► .' AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR '
0 ALL FILLS LLS OVER
, . 2 DEEP.
V ; -¢ • . 72
•� 6. A REG 1 STERED CIVIL ENG tMEER SHALL SUBMIT TO 'THE EN•IGINEERW(;
39 DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING 1k 1
40 ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
` � �. ht4 = s '` f�� ,�' ,.x'. °` .} rt BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION
,il
�_ 7441
AND LOCATION OF CUT FILL SLOPES.
A. �, ' ,tom ,:. f` h ` q` w ;r. ,. `"� � ~ ` ,:' 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. �0 STORM FLO", ALOWG
TOP OF GUT SLOPE
N.
G. F 1 NAL COMPACT 1 ON REPORT WILL BE REDU I RED FOR ALL FILLS GREATER THAN `
,f 38
do
•tee.M w•* S + ONE FOOT•
r �' ku ` ark F, .+ .� �► 37
f T , 36
- 4
p. ALL GRADING SHALL BE DONE IN CONFORMANCE WItH ITCOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY
34
2
. `''� �` ,� �;r � �� ., 3 � 1` �•a �` 27 33 '• TWO CONVERSE CONSULTANTS pATCO 12/21/89
- I 28 32 SETS OF THE FINAL NAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
�'` EIIFJEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
29 30 1
� 1
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPOPT.
►, . 10. THE CONTRACTOR SHALL NOTIFY _HJT(_ QF_.ZEI+9FCUL.A. C-t4&NEERIN G
• �+ . DEPARTMENT, TELEP14MJ 909 1034 -Apf//, AT LEAST 24 HOURS IN
• � � ADVANCE REOUESTING FINISH GRADE AND DRAINAGE INSPECTION. THIS z
INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTICIN Z
. FOR EACH LOT. Q
`
III . CUT SLOPES EOUAL TO Olt GREATER THAN S' IN VERT I CAL HEIGHT AND FILL �
• SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION W
AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIOR TO
THE APPROVAL OF FINAL INSPECTION. U
W
y 12. DUST SHALL BE CONTROLLED SY WATERING OR OTHER APPROVED METHODS. cc
D_
APPROVED Y: 110E4:ti�o 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT Q
OUNER/DEVELOPER • 1w »I ow LESS THAN 1/2w PER FOOT FOR A MINIMUM OF 3 FEET.
MESA HOMES Lm
D UGLA M. STEWART R.C.E. 437254
29765 SINGLE OAK DR. SU 1 TE 100 DEPUTY CITY ENGINEER EXP. DAT -30-92 �E OF CAl\F0� _
TEMECULA, CALIFORNIA 92390 CITY OF TEMECULA DATE:
(714) 676-7290
I
1
BENCH MARK BASIS OF BEARINGS SHEET
DD Robert Re'ir1,, WitLiam Prost & Associates CITY OF TEMECULA
COUNTY OF RIVERSIDE B.M. NO. T-29-131 � THE BEAR i NGS SHOWN HEREON ARE BASED drt A 1Q1 OF TW _
I 1/2 0 BRASS DISC I N CONC. CYLINDER LOCATED fRW THE INIERSECTTAI ! f RDNT ST. CENTERLINE OF BUTTERF I ELD STAGE ROAD AS ON PARCEL PROFESSIONAL ENGINEERS,PLANNERS 9 SURVEYORS l4rSICi N
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD MAP NO. 23432 FILED IN BOOK 159, PAGES 38 HROUGH 61 OF 28763 3INCLE OAK DRIVE,SUITE 250.TE1rECULA,CALIEORNIA 923M TRA CT NO. 24133-3
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD A N THE N.W. PARCEL IMPS 11x1 THE OFF ICE OF THE COUNTY RE ORDER OF (714) 676-8042 DRAWN SCALE
CORNER OF THE I NTERSECT I ON I ' E. OF A T' CHA I NL I NK FENCE, 21 ' : 16' RIVERSIDE COUNTY, CAL I FORM I A BEING N 04' 5 '05" W Tit F• _ �.
ARouNo SO. CALIF. GAS VALVES. 40' N. OF P.P. (NO.#) 94' N. OF THE CEIfT'ETd INE W DESIGNED JOB NMER PRECISE GRADING PLA1 - .
h-
OF RANCFIO CALIFORNIA ROAD. FIBERGLASS WITNESS PAST SET I ' S. OF ipM11ENT• Z � DATE BY DESCRIPTION APP'D DATE �'L 40MU
ADJ. DATE: 9-13-82 ELEV. 1125.410
CHECKED DATE LOTS 11, 15 26 & 7'6-104 <
MICHAEL A. TYLM R. C.E. 43090 EXP. 3/31/92
R E V I S 1 O N S APJ- 3. '7.
�- J.N. 400165
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DO LAS gj STEWART R.C.E. #3T254
DEPUTY C 1 TY ENG I NEER EXP. DAT 30-92 SEE SHEET N 0.3
CITY OF TEMECULA DATE:
o99af BSI lc/
Robert BeiT , lltiian1 'ost & Associates
F TEMECULASHEET
A. PROFESSIONAL ENGINEERS.PtANNEAS s SURVEYORS �� t.sAca ,l � O
2
TRACT M. 24133-3
ft on 43M 28183 VO4" OW WIVE. WIN M, MIIIIIII Mif"IA 923M
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M�ErJl1lEQ vMOEIe TW1iJrERV I H o., A,- casae " _ W REG'�l5E JADING PLA1 V Or - 5 i
Jj .�►�' _ DESIGNED JOB NLWER
off U� C Ali\ DINE / DATE BY DESCRIPTION APP 'D DATE � DATE 40M
LOTS 81 — 90
MICHAEL A. TYLMA R.C.E. 43090 EXP. 3/31/92 CKMER E V I S I O N S
JA 400165
SEE SHEET N0.4
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APPROVED BY:
SEE TRACT 24133-3
DOUGLAS M STEWART . C.E. #37254
DEPUTY CITY ENG I NEER EXP. DA a 0-92
CITY OF TEMECULA DATE: SCALE : 1 " = 200
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A TY F� Associates CITY OF TEMECULA SHEET
` � Robert Be1n, lit t t1au� Prost � A
PROFESSIONAL ENG I NEERS.PLANNERs t SURVEYORS Jvw L•S/ca TRACT N0. 24133-3
EXP 931" =ire• •INKI aR •Rt K. WIT[ s••. TOCCLA. IML ITWIA ••••0
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DESIGNED JOB NI11�ER i
DATE l DATE BY DESCRIPTION APP 'D DATE rmm DATE 400'M — — —
MICHAEL A. TYLMA . C.E. 43090 EXP. 5/31/92 R E V I S 1 0 N S LOTS 25-26 76 110 & 91 93
J.N. 400165
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THIS LOT A 11A VALVE _
. APPROVED BY: PER SECT. 409 U.P.C.
SCALE : 1 20 '
SEE TRACT 22
DOUGLAS hG STEWART R.C.E. #37254
DEPUTY CITY ENGINEER EXP. DATE 6 30-92
MEII !
CITY OF TECULA DATE: !
�o1a`E sTFsSHEET
Robert Bein, William, Frost Associates CfamsYOF TEWMA
W PROFESSIONAL ENG I NEERS.PLANNERS L SURVEYORSJUMV iOsess TRACT NO. 24133-3
EXE 031M tiros •frac Ort DRIVE. DATE f>!o. TELA. COLI*01101A 99M
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f ,F DES I GNED JOB NLWER PRECNE GRADMC PLA& OF 5
OF CAS
DATE DATE BY DESCRIPTION IAP P 'D DATE 40M
MICHAEL A. T LMA R. C.E. 43090 EXP. 3/31/92
CHECKED DATE LOTS 1 - 24 & 94 - 97
R E V I S I 0 N S J.t.L 3-7-91'
J.N. 400165
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DOUGLAS 4j STEWAIRT R.C.E. #37254
•0rj DEPUTY CITY ENGINEER EXP. DAT 6 30-92
CITY OF TEWCULA DATE: q
SCALE : 1 " = 20 '
oQaoFEssio� f Robert Be'in Wi i'iam Pm9f & Assoc, ates CITY OF TEMECULA SHEET
A. ry .yam,
PROFESSIONAL ENG I NEERS.PLANNERS 9 SURVEYORS JQMF L&SACa TRACT 24133-3 S
"MOM WPM •HOLE OMI DRIVE. OIIITE 2300, TEIEI.", fXIFORIIIA WM
V31 11.141 we-em rAX 0141 01'0-1240 DRAIN SCALE
« pRrp tRf D THE ER S I ON ort As CASAO f, _
J'j Q.1►�!
DESIGNED JOB MA16ER
PRE= CPADI= PLA15 of 5
off OF CNO WAA A f DATE 2DATE BY DESCRIPTION APP 'D DATE ��
" t MICHAEL A. TYLM R. C.E. 43090 EXP. 5/31/92 R E V I S I 0 N $ OfWD DATE LOTS 11, 15, & 98 — f04
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,./ J.N. 400165