HomeMy WebLinkAboutLot 81-101 - PreciseGrading LEGEND— ck
PAD ELEV. -0.3' ON.
TOP OF CURB 0000.00 Bk1i p
ALOMA DEL SO L
FLOW LINE F.L.
HIGH PC 114T M.P.
FINISHED FLOOR FF 0000. 0
Is' Tr. IsTr►. VIA RA7rI1
•� P .
Ir►EIPT C C Iw,E[ET D D _ At)BA ,� ►.,
-FINISHED SURFACE F . S. NOTED) NOTED) '7"
llltltOE MIEAtwc G. B. � ROAD ;
1 1 1 1TRACT NO , 24133 _ N
GARAGE FLOOR GF 0000.0 i Z z at
4 w
PRECI E RADIN PLAN
PAD ELEVATION PE 0000.0
AIR RELEASE VALVE -4_ Q� FICO
FIRE HYDRANT `O' \ )o, ~� \ lot *x• Ilkl�4
OR 1 V'EWAY 0 N miry 79
STREET LIGHT �-C TYPICAL SIDE YARD DRAINAGE
(N. T. S. )
TO SAN o l EG0
WATER SERVICE W LPROJECT SITE
SEWER SERVICE I I $ TRACT Na. 24132-1
VlCtNITYSLOPE MAP..
— ( .
EXTRA DEPTH FOOTING ��rr/ �� NOT TO SCALE
WHEEL CHAIR RAMPFM
tATC>`i sastN F-0-1 a �' • � - 1 '� •
1 GRADING NOTES
mww GROUND BLCw-OFF 01 . , , • • • �° "`�G,, �►
Tp
LOT NUMBER
X 1 ASALL
AAAENDEDGRADING
BYHORDINANCEALL R457� THE UNIFORM BUILDING CODE, CHAPTER 70,
- 0% 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE _ (/..
I ND I CA'i E S MODEL � � � •1p ,_, �:��:_ � PROX CT STM
3. MAXIMUM CUT OR FILL SLOPES - 2: 1 .
UNIT TYPE B ,r vAGh'� � J.� It 4. PROVIDE S ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
`''!� ` g' �,� •
INDICATES ELEVATION FILL LL SLOPES OVER 5 ' HIGH.
�;:� - •
12" MIN. ABOVE PAD ELEv. is .d : ` 2 S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
INDICATES AMOUNT OF O � '1A e03� ,t SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
EXTRA DEPTH FOOTING 16 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
�
THIS LOT REQUIRES A BACKWATER VALVE ROUND OFF TOP
� OVER I ' DEEP.
�► �� e 3� 6. A REGISTERED CIVIL ENGINEER SMALL SUBMIT TO C 1 TY OF TEMECULA
PER SECT. 409 OF U.P.C. PER APPROVED — � 5 • TRACT 140. 2++rr��4133-3 rj! 39 '3 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
WATER AND SEWER PLANS. ISEE INDEX MAP) O GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
• ��133-�
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL 9E TO LINE,
TRACT `fo
• 1v GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
G 1. PROVIDE BROW DITCH, DESIGNED TO HANDLE IOD YR. 0 STORM FLO", ALONG
TOP OF CUT SLOPE.
SECTION B - B (N' •S- , 4
4. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS 6REATER THAN
FOR REAR YARD SLOPES GREATER ONE FOOT.
THAN 5 ' IN VERTICAL HEIGHT
9. ALL GRADING SHALL B DONE 1N CONFORMANCE WIT" RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
6" MIN. S' MINI. P/L S' MiN. 6+ M1 N. WCONVERTS OFaTHEF NAL COMPACTION REPORT SHALL BE a SUBMITTEDT T
3 ' MIN. I ' 1 ' 3 ' MIN. 0 HE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECON-
MUOSILL MIN. MIN. MUDS ILL MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
oe 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
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS, INSPEC-
12" MIN. 21 MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
•
2z MIN. 2: 1 MAX TYP. 21 % MAX. A EACH LOT.
6w
21 % MAX. , A I1 . CUT SLOPES EQUAL TO OR GREATER THANIS' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3 , IN VERTICAL HEIGHT SHALL BE
SECTION C C • 's PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
. EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
MEXAP
(N. T. S. ) ri► THE APPROVAL OF FINAL INSPECTION.
SCALE : 1 " = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
S' MIN. irk
t • 13. F 1 N I SH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
3 ' MIN. I ' LESS THAN 1 /4" PER FOOT FOR A MINIMUM OF 3 FEET.
WINS ILL MIN. 6« wt ft.
14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
mp ON REQUIRED, THE
ELEVATION (WITH RESPECT TELEVEL)
IVEN INF AELEVATIONWITHRESPECTTOJADCENTGROUND
BEGSURFACE
• N.T.S. I IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
27 MIN. 2: 1 MAX. GIVEN. .
21 % MAX. IS. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
SECTION O DPLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
'
15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION . THEREOF. SHRUBS
(N. T. S. ) SNE�T INt?EX CONSTRUCTION NOTES & QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS 82 - 99 NO. ITEM OUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
3. LOTS .D1, 1C0 a tdl I LOT GRAD t NG ( 21 LOTS x 15 C.Y./LOT) 315 C.Y. U.P.C. CHAPTER 10.R. Zt
BENCH MARK 16. ALL PROPERTY CORNERS SHALL ISE CLEARLY DEL i NEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
COUNTY OF RIVERSIDE B.N. 10. t-29-asl
1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FIM THE INITERSECTI011 IF FRONT ST, l?. APPROVAL OF THESE )'LANs BY THE C 1 TY OR ITS AGENTS GOES NOT REL 1 EVE _
NO RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPL 1 CANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- `
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IH THE N.V. THE PRIVM SIGRRIG �SE RS 18 FOR ASSt111 M ACCURACY RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON pC
AND ACCEPTABIUTY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
CORNER OF THE INTERSECTION I ' E. OF A 7' GIA I N L I W FENCE, 21 ' 1 16' CITY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE
AROUND S0. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. N
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. THE Com•
ADJ. DATE: 9-13-62 ELEV. 1128.410
APPROVED BY: SHEET a..r
BASIS OF BEARINGS OVNER/DEVELOPER Ro beH Be'in,Wi I i'ia m Nast & A ssoc'ia tes ?VCFM/ � CITY OF T '
THE BEAR I NGS SHOIIN HEREON ARE BASED ON A PIV IOR Or TIE MESA MOMES h \, A. t� It" ,e -
PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS
CENTERL INE OF BUTTERF I ELD STAGE ROAD AS sHlonN ON PARCEL 27555 TNEZ ROAD. 3L9M 200 38M •1111ac .M MOM. NOW M„ Taco. M WOWA IWM c� � TRACT NO . 24133- 4
N
)IAP NO. 23432 FILED IN BOO( 159, PAGES 38 THROUGH 61 OF TEAOF A CALPIORNIA RA M91 _ M= A. CASET R.C.E. 41 0
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF tom M-don low$ �-nM '�'
RIVERSIDE COUNTY, CALIFORNIA K I NO N 04' 25 '05w W * [7p !e- I NC I PAL EN61 NEER ElW. 3✓31/96 3
C TY of TEMECULA
I�i BY: PRECISE GRADING PLANS °F $
OATt,< Ll
ff-w �' ¢ \f DATE BY DESCRIPTION APP 'D DATE
MICHAEL A. TY MAN c,�.3-sass R.C.E. ♦ 090 ' 3 LOTS 81 - 101 ►
- R E V I S I O N S CITY DATE: •
1—
J. N. 400249
LOT III LOT 110 LOT 109 LOT 108
LpT 112 9 _ P.E. = 1209.4 P.E. = 1209,9 RE = 1210.4 P.E. _ 1 LOT
113 P E = 12p8. - 210,9 107
LOT 3 21 .90 2 P.E. = 1211.4 LOT 10
P E• : 1208- 16.7 I 55.38 3. 14 45. 08 24.81 P'E• - 12116
O� %t,Q .� 69.04 -- -- -- - - - --- 22. 05 6 P`OT /OS
p7• 4fe
- - 58- 40 -E
.0
'Z4.09" 1 4.09 _ 0 / 0
5 2 fG• - /IOC 12. 65 LQ
c., ., "� 0 0 3. - - - T l
- PIE-
24 Oq
!y0 1207 _ - - - h0 /� r44 6• N ~ N - N F °' ,S' 24 •f
• s 460
/ • 04.4 /z. IV.
L. N. _ - SOT
\\6 6 � R ro �'�n / 0 N,3 p4.4 AM K.
N I/•�. --- DF6• ` \ / /0.3
6, R4D F[ , /• FL.,M.P. � 'Y C X09
\O� \20 �E6 pA/►'1' 4 04.6 i /•/,' - - '�' v ., •2
9 8
/ ,y . ��./s yZo �. , O� p 04.6 FF 1205. 1 03.8 03.8 /•i. 02.8 02.8 "tii
PE 1204.4 ,
t 4 /203.5 FF 1205.3 ; 04. 1 04. 1
/ 03.3 03.3 y, toy g
PE 1204.6 FF 1204.5 FG FF 1203.5
\\ /S f D E H2O 05 O 03 A ' PE 1203.8 PE 1202.8 2'S ` : 02
FF 1204.8
220034..0 A 1 . 0 F
0F2'P 1204. I 30 1
le
1204.8 1204.6 03 \ / Z 03 ? A s FF /20 FF
6't �,��• G o4.4 5 C 4 - 5. 1
a.i � o A E /20 3 P f // 8
93 F. . O3/ 202• /
\• \2 \ �� a X20 �� N � +�.3 GF 1204.3
6 Zp
GF 1204.0 6� GF 1203.5 'el) p GF 1203.0 0
04.E c.,c.a- ❑ °3.8 "� vze c 2 20
Q • 12L6 O� 116,
94
/ Lxte ,•� �' s F/F9--Tl ,6 202
X56 f.�• v � 5 �zol.A .
5 f[. G-e. 03.0 6 Fc 6 B. 98 1 GF
\ /� o Q /• 5. 1 y �. F. 03.3 OZ.S /IQ
fC / / •2 '� O F.6. F . 2.
• - /tOt.9 / 3
%v S
VO \2 \\ 'y Oo �'V • 40. 2/ s2 � � o o F[�.e. N F[. s� T2s 6 99 FZ/ is L 0 T 100
l I Q - \ d, /ern raj ,� �►c���� `Jh �° Oti s 22. N
w N � h 45.00S . 51 39.86 42N.,46 Of5 � �
PE= 1201 . 6
A s 60 s 42.46
\ 0 1202.77 c� •��.C�r'� , O F5 d'ES F5' .S n+ ,�,� �•
T. C. �' �a /r'O 10/0.
69 N O v - v •(1 •�� •�+ •8� •C, '1� '�, •Q+�'C+ • �. p f5 s 46
N Up N tioti o. CORTE _ AVAL I NA
7 � °.
1 'C. °
5 C),X0G le c�° C. +O 4
\
\.O \12 O \\\\ .1.o.124� v �►- �nN mN N N - O� o N� °O ,� •o W
0 45. 0
ooON 0o iIE6.
0. 42W.76 °O . .
o
Ov\ p 9 p 1
0•2 `O 64• / w s
'
O
�O
Q�' \ �: • a �y 35 0 .24 * F.G. 100
F.6.00
a-
oC' -
/20t.
o �� i•�• �. 86 ' 85 ot.S 84 83 00,4r oma, o
F1204. F 1204. D3� GF I203.7 GF 1203.3 3/ �� 6
88 3 C
202
4 GF o PE 1204. 2 EE: 1203.9 ' 2 I \ PE 1203. 1 8 �� 2 2.8 ti
Q�. \\ �, a� �. p 203 o• 1204. 2 OS 113 FF 1204.9 FF 1204.611 FF 1203.8 r ;
4 LOT 81
\ •�8 \oti \ FF /2 04. 2 04. 2 03. 9 03. 9 PE 1203.5 03. I 03. I 0/ �• PE= 1201 . 6
\ 04.7 q• OS- 4 fz)
04 2 FG ; FG FG FF 1204.2 FG FG P
FG 1.
\ i FG • FG 1 f
/ZOZ.S /20
u4 p / /• 03. 5 03. 5 F.c.,H-P. 7,r. ♦ FF /2 2' 4
/2p _c- P /Zo3.& N o C G
5.2 FL.,H. . v ID --- / /. « N o -t•� 2. 4
9 azo 4•S W% O 1
Q� - - - f
• � `j8 -�.,,y� FG 0 � °D /ZO-S.2 o 5 Ft., .o N OFG• ZA ` i. G
4,
oma, FG S ori 9 03�G 45.48 4 1 .62 fy. '•_ ;*
,� \ d9 c o ,� f 6' 46.25 2 0
\ .20 45 �` y2 N o� o,G.
�o�• p .o F� 45.49 - - - - - - - FG
53.00 19.80 - -
_ -
VAr �
__ LOT 80 �\
� p LOT P.E. = 1196.7 �
LO 79
8
LOT 75 - - - -
P - -,- - - LpT 195.1 p,E. = 119.
/•E. - 1196.0 p.E.
SCALE : I " = 20 '
APPROVED BY: (,� SHEET
Robert Bein, llilliam Frost & Associates �q� �/0►� ` a CITY OF TEMECULA
A.yam" � ' r} '
PROFESSIONAL ENGINEERS, PLANNERS S SURVEYORS Z� `+ TRACT N 0 . 24133 - 4
non m-8 MM we-no i 1 NKK OM WIVE. is 17E M, TWCULA, CAL 1 raseUMA R � -
� N0.
z RAYI+IOPD A. CASEY R.C.E. 11880
REV I EINE BY: � .ao90 r CRn OF TEYC�ER EXP. 3/31/96 PRECISE GRADING PLANS* EXP.3-31-98 t
OF
c1Vi -
DATE: `f DATE BY DESCRIPTION APP 'D DATE
Cp MICHAEL A. MAN R.C.E. 090 LOTS 82 - 99
R E V I S I O N S DATE: 9
J . N. 400249
SEE SHEET 2
1 LOT 82 I 1
l4
PE= 1202 . 4 A01
I Oz- v to /o I
/
'10 1-,;r
a � LOT 99
G Of i
PE= 1202 . 1 I /o' i
39• // I'�4Z I
ZD' 20'
/ I 12. 22
4�N p/.b 0 30 • --- 24 17� ^ q
I ^1 o , v i
Nm
i S �� r'•r I 1
W % _ to
�G2 0 o a /8 f to Q 0 i'/. 103. 00 N
� 119- 45
I h tib:' 9. 45
Ln
1 N '
GCn
0 0 • o o Q ti c `` 3s, PLOT 103 CL
o 2 ti \ st E• = 1209.2 N W
I I • 9G '� t
N I
o 1
02 4�' I 102. 91� � �: � $4• � I
- C °
32 t W 0 1 1
o 4.
�, f • b `' ti ti o' 4-r LOT 102 Q -
1 ,9� .22 � tic4v ti o P.E. = 1208.3 ,� V 112. 09 1
1
.c-
q I ui
N to
33,
�
• 1
\
48
/ r ��•
121. 1 - �, I ha
/ A M -
80.07
� ~ 4 �98.9$ Cq o I
/ /Z o, M
8 ^ ZZ 105. 65 I r
. 14
0
a � �// �3 // s • / � `fig •a5 �21•G �
P /--� Jl o N 10F,\0O // � ✓� l3 // / o/ A 46. / M
I
i
// t 0/• // l l ' I ! a �� o I
/� // 11 /� � - a I 6. 14
-I ti I
// l I _ I °f 1 I ,�
� 46. 14
// Ill - ;_ , e I N °' I I � 22. 00 8. s4 16.5 � // /� �0�� l ►•
/ pE, •2// Ill - � N I I I 38• s / '0)OvI �-
I 1 2 1
• f'F` °/. // l l l �l 3 1 1 1 1 N o oD A 38- 1
\0�'\% �l 'LPE/?oz ; / / e �_/I F/203. / I I I -I I r- �_ - - I s , I 6 1 1°° N I j ��
4s oo F� l LFF/20 - 1 I I I I I I I I ••a- -- J I 1 - N N / X�,yo/%Q'�/�• o./o I
X31 1 I I - I I I I - � ►
/ / / L r' !_ 1 l 8 1 IGF1204.3 I I 1 X30 6 - _ - / �Q • / // 3T Q
o FG�r � /2 L29� II 1 ll - _ -11 r - - _11 ► 1 ��4 /,.� /
FG J f/ FF 1 .� I ` Ir - II I �F1205. 111 10
- 46 o L -L_ ?o • s I 11 `203/ 111,- i GF 12os.911 II 1 x281 1 1 r27
o .l I r- L r- - =_ 12 -- I L I I � - �_y - � 1 1 l
1203 1 I I = I \ I I 11 I I 1 GF 1206.411 1 11 1
o s - _ � 0� I r-- - = J I I I 11 1 IIGF12oT.� 1 2° /
FG I I LF
204 .5 1 1 I PE 1204.6, I I I
L - -j - _J I r II I- - - _ 1 I I 10 �"- -t-�1 11 11 L a I � 1 - /
r -I I I I fb I �- 1
53 0 - F = =�J=OI � I LF 1205.s1 11 I I -/ I I I F - `203/
46 F� -/ I _ r�_ I I I - _ ( ( 11 rE 1205- �� 1 i 1 �E 1206• I I, /
Jco
rPE 1205 4 I I 1 �- - - r - -
1I l I I FF 1207•J IBJ
o FG FG I FF 1206. 14 I I I AFF 1206_) ` 1 11 �- - / � 1
53-46 g o N I l - - - 1 --a'§ _= J-FG fib_$
• _ o 03.x" 65�J FG FG FG
C; FG FG s 0
_ -
•
/
53- 46 _ oo N o o � 'u►� /
38L07 - 54.00
15.39 0
5.00 - I
82 00 '
58. 82
so
TRACT NO. 24133_5
OPEN SPACE
SCALE 1 "' = 20 "
APPROVED BY: SHEET
Robert Befin, Witliam Frost & Associates '° CITY OF TEMECULA
PROFESSIONAL ENGINEERS, PLANNERS S SURVEYORS y 01 3
RAYMOND A Y R 41 o TRACT N O . 24133 - 4
WrW sIPME aW WIM. =IM iso, mccuu►. Mlr=*IA W"W c-3
(on? yrs-eoa (owl fro-r240
A. .C.E. 88
43090 PRINCIPAL TEWCUL ER EXP. 3/31/96 PRECISE GRADING PLANS REV D BY: * Elfr.3-31-�
OF
`�,' C1 V 1\- r
DATE: DATE BY DESCRIPTION APP "D DATE
MICHAEL A. T MAN R.C.E. f 4SO90 R E V I S 1 0 N S DATE: LOTS 8 1 . 1 00 , 1 0 1
J . N. 400249