HomeMy WebLinkAboutLot 1-9,30-31 PreciseGrading LEGEND
14
PAD ELEY, -0*"
TOP Of CM
T. C. ;, PALOMA DEL SOL
FLOW LINE F.L. E
�A
HIGH POINT B lip
M.P. 00 ljj��
FINISHED FLOOR FF 0000.0 115 Tyr, 115' TYP, VIA RW C3
(EXCEPT C C (EXCEPT D D PLAN !2 PAUBA
• WERE WERE
FINISHED SURFACE F 14TED) DOTED) 4A
71
GRAVE INTAK
CATC" SASW Almil
Nal CE
2
GARAGE FLOOR GF 0000.0 2!
PAD ELEVATION PE 0000.0
FIRE HYDRANT xy Pico
—4wz.Jl_ft�
DRIVEWAY V N
STREET LIGHT 0_� TYPICAL SIDE YA D DRA NAGE (N. T. $. i To SAN DIEGO
WATER SERV ICE TRACT NO. 24134-2
�IBX
PRECISE GRADING
1 . F
TRAc r NO 2 34 F
SEWER SERVICE IYA PROJECT SITE
SLOPE /00000" VICINITY MAP
EXTRA DEPTH FOOTING 7 7- NOT
bL TO SCALE
•
LOT NUMBER Fx I > 65
,q 6,L4v 66
INDICATES MODEL ' 51 6� r
UNIT TYPE C. b GRADING NOTES
B 0 —
INDICATES ELEVATION 10 6c) I ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70,
111 110 AS AMENDED BY ORDINANCE 45T.
INDICATES AMOUNT OFO !2
0) JN 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SMALL BE = 1%.
EXTRA DEPTH FOOTING
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
1 TRACT NO. 24134-3 4. PROV I DE 5 ' W I DE BY , I ' H I GH BERM OR EOU I VALENT ALONG THE TOP OF ALL
IS FILL SLOPES OVER 5HIGH.
12" MIN. ABOVE PAD ELEV. \6 St 15 S. ALL GRADING SHALL BE DOW 'UNDER THE SUPERVISION OF A COMPETENT
PRO&L"r131 16 SOILS ENGINEER WHO SMALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
N 11 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
ROUND OFF TOP SITE 36 OVER I ' DEEP.
G. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA
6 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
IP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
53 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE , ELEVATION AND LOCATION OF CUT / FILL SLOPES.
T PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
SECTION 6 8 (N-T-1 - 11 A TOP OF CUT SLOPE.
.FOR REAR YARD SLOPES GREATER S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
THAN 5 ' IN VERTICAL HEIGHT lei ONE FOOT.
9. ALL GRADING SMALL BE DOW IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
ell MIN. — 5 ' MIN. P .L 5 , MIN. MIN. CONVERSE CONSULTANTS DATED: 12/21/89 lk IM199
3 ' MIN. I ' - I ' _t 3 ' MIN. Oro, TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
MUDSILL MIN. MIN. DSILL TRACT NO. 24135-3 ENGINEERING DEPARTMENT WHICH SHALL I NCLUDE FOUNDATION DESIGN RECOM_
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
120' MIN. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
2% MIP . TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
A q® EACH LOT.
2% MIN. 2: 1 MAX. 6' TYP. 21Z MA (.
ZIZ MAX. 40• If . CUT SLOPES EQUAL TO OR GREATER THAN S ' 1N VERTICAL ME-IGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
SEC110N C • C PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
INDEX M A P EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
(N. T. S. ) THE APPROVAL OF FINAL INSPECTION.
SCALE : 1 " = 200 ' 12. DUST SMALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
5, MIN.
13. FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
MIN. I LESS THAN 1/4w PER FOOT FOR A MINIMUM OF 3 FEET.
MUDS I LL MIN. el- MIN.- 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SMALL SUBMIT
OVMLL F001PRINT M CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
( N.T.s..) 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
27 MIN. GIVEN.
2: 1 MAX.
21Z MAX. r
' 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
SECTION D w D PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15 ' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER, SHALL BE PLAN-
(N. T. S. ) TED WITH APPROVED TREESSHRUBS, OR COMBINATION THEREOF. SHRUBS
SHEET INOEX CONSTRUCTION NOTES & QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' , ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TI ONS. 1 5 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS 1 - 9 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
LOTS 301E 31 1 LOT GRADING ( 11 LOTS it 15 C.Y./LOT) 165 C.Y. U.P.C. CHAPTER IO.R. % z
4 <
,BENCH MARK 16. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED fN THE FIELD PRIOR _j
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING, CL
COUNTY OF RIVERSIDE I.P. MD. T-29-B1 0
1 112" BRASS DISC IN CONC. CYL INDER LOCATED nft THE IWILKZIECI ION OF FW ST. • 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE z
NO RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPLICANT AND MIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 0
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.W. RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON <
THEMMIE. ENWER SIONM I FIE31E FOR ASSURM ACCURACY Ir
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINLIW FENCE, 21 ' 1 16' AND ACCEPTABILITY OF THE DESIGN HEREON, THE EVENT OF DISCREPANCIES ARISING AM" REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NID.11) 94' N. OF THE CENTERLINE CITY APPROVAL OR DURING CONSTRUCTION, PRIVATE ENGINEER SMALL K RESPONSIBLE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MWXNT. FOR DETERMINING AN ACCEPTABLE 3OLUiTnlOmXmd REVISING THE PLANS FOR APPROVAL BY cn
ADJ. DATE: 9-13-82 ELEV. 1128.410 THE CITY. L)
uj
APPROVED BY : 0-
BASIS OF BEARINGS OWNER/DEVELOPER 000...................... SHEET
Robert Bein, William Prost & Associates CITY OF TEMECULA
THE BEARINGS SHOWN HEREON ARE BASED OR A PORTION Or THE MESA HOMES A.
X \_ in
CENTERL INE OF BUTTERF I ELD STAGE ROAD AS SHON PARCEL 27555 YNEZ ROAD, SUITE 200 PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS 'Cli
MAP NO. 23432 FILED IN BM 159, PAGES 38 THROUGH 61 Of TEMECULA, CALIFORNIA 92591 WM $IN&[ OW 901K. SUITE M- TEMECULA. mirOMIA OrM TRACT NO . 24 1 34—F
RAYVOND A. CASEY R.C.E. 41
.PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF (ml oro-amp Ism are-nde
RIVERSIDE COUNTY, CALIFORNIA KING N 04* 25 '05" WIExP430"1-96 PRINCIPAL ENGINEER EXP. 3/31/96
.3-3CITY OF TEMECULA or 2 0
clv%\� I PRECISE GRADING PLANS z
DATE[ Cg-\i DATE BY DESCRIPTION APP 'DJDATE 1EX31110111AN OF' u
M I CHAEL A. N EXP. 3-31-% R.C.E. R E V I S 1 0 N S CITY DATIE: A/d)l LOTS 1 - 9130 a 31
J . N. 400265
CA I c JD• 30' oc" 01• -- - - - - - - IL - - - - 105. 00 '
I I
1 I /o Zo to' /o c LOT 29 N INI I I '�^ I I� 17,
_r .fU 1
1
PE= 1257 . 0 G• c - I � � I- I- I l Iw I � LSI I o i1 �, I - - r` �,. I- 1
g PE= 125T . 2 o a IU I `4 I I - _ I �� l`•'
I_ I I CA I ;. 1 1T T- - - o I I I N I
$ h � - .,�, I I ii N I `yNJ �OT I I o
- LJ C o
a 125 9 ' --- , - Q of l 1 = _ _ _ I _T I I 1rn II
m / /� ti J 103. 13' INI L - I I = - Cm
INIC! _- - �• - I I
a - V- - --L _ II IN II
xxk , " m ^ ti � \04 108.83 ' I I I HLm j C"II IN 1
1 59- j �. W ( �'I 4 1
' ti N - " • � o '' � , U r - - '- Lim `
N
� N
�* F ti� ti T Z -
(/1 U
u= ►� m �' c '�� ';�� � c �I`mI =- ter 1 p 105.00 •
o �c�, U Nm m �° �� o W y //s•h o �^
lot !h I� I I ��mI l� - _ _ - r_-_
Ln m k 5 5 cn '' ^' �' 26� I I I \_ _ _ _ I -J
� c -' M&No t,,, fS �ti E o W - >o �"° I Q
• N o
o o ..N o m �" - �° m1 � N I I I I �.LL _ - - W _ -li r -� - I r'I' • 1
1 �.b /•/. .00 UI a = 1 �, Ii-I=LJ local N � 11 a ~ , - - - .� Ilr - - .�' I �I �I I = of
1 --- � �� o pC 111 _
71 ra
128.21 5 fb. --- 40, ---
2 0.02 ' � � IJP I Lwl 11 O �' II Ivy -� 1 w INI�I CJI
2 .00 --- ��• - � -J� - - -JI V o II L(PI NI 1 (cal III I I
• - °' o �f �� 7 I 00 u, �O / c" 6� 107. 13 ' - - - - -t-- - �• I LI\l/ I_ L � I folm
4N
105.00
1 44. C'm Cm
I I - _
m _ _ _ v _ _ _ _ _ _ _
�ti N 1 �fs w �' A N N Is= III r_q I a INS II o - - - - -1 - - L - -G7 1 -
o ��� m �o U I I _q CA I L _I I I o I I F '' I I �'Io
" A ka oN 1�,�L' f a `" O w (A I L I ( c"IrvI l I "' Its ==J'I 1- g I
„ ti m o tnloe �i I I
6• �.% --- - ti�o• �►9� ,� �� caw w `w N III-L�� I - r _ - _ - J ,utl - - - T�I -___
123.04' F _-- 0 2m ,�� �Ztc 4U � ' �j� I II �t4� _ _ � I I IIUII =JI 1
•/.
a m �I - - - - - - I I ��I C' I I
w `� - - - - - - __''I II LAS- I v,l
I _ �• c�0 i l _ - - _ _ _ Im
1 � 1 p 73.70 ' 90. 48 ' ti �.
� ti s •��, I�_ - - - - - -I I'JA
Q N N w m /O•L u p'3 CX1ST. BLOCK W^LL
Qcn u' m 10. 40
co m
w 6mft 69. 44 ' 1
Q
0
0
F- Q1 • �6 \1 7. 1� M
/zs7-� - �a_ FS_ Its - CALLE BAR
F_L- G•
s e _ CALDO o
305 R h1 �• �� AG. V -
1 ti 1 ► 1
0
X32.9 n4b 12. 7' 'r s w o
s� 5
20. I To 50. 00
^' �cr �,`� / .s S�' ,0 0•ST m is .?7 a� / S7 7
24. 42 ' -
`4 c. e. ch 1757.3
CP
b _ ♦ `0. �'�.,G F�. FG. 11.0
1 a �6- -z°� � 5�•D '� C S fG- - e�. It17.� - F '1.`
•to i 3 2 sir /757 s
s ,� 0 f�.•`.e ,tib`.
1 ,f.G. �./. 9 . F�. ;ca
eGF 1259.3 ; GF 1259.0 59.1, I
03 GF 4 Q GF 1258.8 t
F, ►259.3 'sa aA ; TRACT NO. 24134_3
r �d� ♦ E•� A A � 303 .t
e 33,
j f(,• �4 b !\,�`C• 4p, 16 , 302 ` 8 p `3S
PE 1258.8 ' /O' •5-
�•
SS' \ \ FF 1259.5
hog y \ \2yb 60 % PIE 1259 ` PE 1259. 1 , ,
9 FF ' 1 FF 1259.8 PE 1258.6 _
43' Z 'L x �`�, i f• FG 1 1259.8 � � 58. 8 58. 8 FF 1259.3
L FG FG 1•
FIG _ _I � �
58. 6
`s FG t 59. 1FG
1 'A FG /'►'` 58. 6
FG S C rr
�C_ y P • F.[ N.P. �' F A L -
_ o P. � E I - 20
qD CX
AI
Q 1
- 1
lb
CY
CY 655. 11
ch
70.00 ' 65.T 50.05' 50.06 ' � L•
1 321 .90' 29.20'
1 _
Ile
N
i
i h �
1
1
_ SANTIAGO ROAD
APPROVED gY: CITY OF TEMECULA SHEET
Robert Bean, A'i t t'ia m Frost & Associates ��l°�A. Z
PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEYORS
REM e11WE OM DRIVE. «lx sae. ,l=CULA. C&MMIA 9"M � TRACT N 0 . 2 4 134- F
(son we-sear we? WO-T240
AYYOPO A. CASEY R.C.E. 410
43090 IRINCIFAL ENGINEER Eli. 3/31/96
RE V I EwED BY:
• EX*•3-3 I-� :ITY of TEWCULA PRECISE GRADING PLAN of
CIV 1%.-
DATEtfak/47�` �, �E DATEBY DESCRIPTION APP 'D DATE
MICHAEL A. TY N R.C.E. 090 CAL
%f
E V I S I O N S DATE: LOTS 1 - 9 . 30r 31
i