HomeMy WebLinkAboutLot 41-70, 106, 116 Precise Grading GENERAL NOTES c
RPNCH� FORNIq RpAD
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF
THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS.
ILo g0AID
APPROVAL OF THESE PLANS BY THE CITY OR IYS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR
o �
2.
OMISSIONS DISCOVERED DURING CONSTRlkYION.
Cyd �ti H
3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. � r
(0
. THE PERMITTEE MUST 087AIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. �� �o n � 1 �6 VIA RAM[ aLOTS
PAUBA ROYAL o
4
Ln o MCDRgE 4 CREST
5. A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION.
SAN�ZPGO � y� � c PLACE �
8. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY. WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER (1/4) Of A MILE OF AN
p
recise
Gr
�d
in
g
Pi �n
OCCUPIED RESIDENCE. BETWEEN
THE HOURS OF 6: 30 P.M. AND 6: 30 A. I. , MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF Q ROAD � S �
7: 00 A.M. AND 6: 30 P.M.. ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS.
CITY ODES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED ONS" -v �
7. THE ISSUANCE OF A PERM I T 8Y THE C all,
S� (�t�j �� �/ �I i� O r � 1 �SPECIES ACTS OR WATER WALITY REGULATIONS. T� PERMITTEE IS RESPONSIBLE FOR OBTAINING TFE API'ROPRIATE CLEARANCES FROM TF�SE A6ENC I ES PR!OR TO ANY 0 I STURBANCE OR �I ty
Q� �� ��u � � FFNq �y �n � P 10 P i CO '9/-
DING. FA
GRA
8. EMERGENCY TELEPHONE NUh6ERS (ANSWERING MACHINE IS N07 ACCEPTABLE):
RD.
0
0
SCOTT HANSEN, KB SOUTHERN CALIFORNIA - COASTAL (951)691-5239
HWY. 7s
9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION MO SEDIMENT CONTROL NOTES THROUGHOUT THE OURAT I ON OF THE PROJECT, INCLUDING THE STATE NPDES
TO SAN DIEGO
PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. -Emma
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES.
_
1 '
40 CONSTRUCTION NOTES
PE=1255.5 INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40)
38NOTE. _- ,,,�--'r;'9� acs 37 3 INSTALL 6 ROUND PLASTIC CATCH BASIN (NDS SPEE-D #101 OR 201 )
,� \
roo - - `' 2 �- WITH GREEN PLASTIC GRATE (NDS #40)
�o� ��. \ _ / PE-1262.7
7 -.��MZ PE-1261 .3 00 RE r
ARCHITECTURALLY ENHANCED ELEVATION �- .0 �6•� �- o p �4xNI 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD.
oll _ / �.
_ � FG � � o �`pq ALS N0. 303
�o (0 � Qo o Rq T�
6 �- RM� 36 5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA
16:7 1, .: • T
��-G� 8 ry �•20, o o 00 STD. NO. 207
01 0 G co d. PE-126 3.2
t ' 2
� •� Ow) FF 1257.37 `� �� 6 ~ _ o
53.97 A
"i v7� PE=1256.7 Gj �O
PICK-A-LORULES �►
C �� P rF L 60.6 61 �o
1 . NO IDENTICAL FLOOR PLANS DIRECTLY ADJACENT TO ANOTHER cY+ cr I�" 1 •0 308270 40 24. 35
Hp �$• 29.90 PE=1263.7
2 1
2. NO IDENTICAL FLOOR PLANS AND ELEVATIONS WITHIN 2 LOTS OF FS Zo• 6•� 56. , p� : -
ANOTHER OR DIRECTLY ACROSS THE STREET .� .o.�, ►` ` '��- 60, 7 -- - ---�- .001--m
6
F 1 s .� /
�, N 2 .�, , �. . 6 2.5 _ .8
3. NO MORE THAN 2 OF THE SAME ELEVATIONS IN A ROW 14+2 ,21 S �, ` � o L p� •3g' f �
f `fin � `� , � .�- r- 6 FG � _
4. OR AS APPROVED BY THE CITY OF TEMECULA 5 �, �, �►. .� �- 60 1.,3 /
o_ __- - 61 1
52 W Mp
5 - `fir ,=17 av:;-�- .: ry l� /
G l l
PE 1256. 1 v M �'
.. -, opo 9 8
--- ► �, 1 • -n ►, 47 .29 .1"�-`... n
� 61.
g 3. f1A� 55.0 2 -n �-�' cr �► �, "'► �,- 6�
r O r► r �^' + 1 + / /
�- 45 6j 62 92
-� 145
.. - •o r r' 45 ' 0
FF=1261 .9746
6 6 /
�, -�n -� PE=1261 .3 � � 6�•� F" 6 Ir 5 � 15 ,
�' G G .6
FC 1 L , t 4
-- � +0. 16
--� 2A /
1
+ cr► 6 46 -� 50 5.2 7 6 =
r 'I 57 • 55• n;.., 6 wY ,+ � 2 �'1.� +t, cn � �,,� FF 1263.77
0� q _ 5 cn FF-1262.87 `1
\___j
�s
1 + •$1 � .7 �' , , 61•� �' PE -1263. 1 , , ft �
X14 70.6 55 =125 o h` PE=1262.2 , N 4 - a FF 1264.47
a
15-7 .3 2B �'a 16 D Y cn 59.9 TG
)58-1
�v -1263.8
� �? ..� IE
9
,3 5 � S N G o o
4 57 i 5.8 , �, M� � . GF'.� ,� ��.2 _ 5 , ,� ,per- 6p 1 X61 C o
. FF 1258.27 �G S _ - � °�. • 1 '4 �► 3 ,� 6 0 �
_ �, o ,
9� gyp_ � \,_�J62 �
i '�• . 1 F � 5i
PE=1 257 r 6 r •� ,9� • ,c #rob , y ��• ,
1 Za ,'� �� • 55 N C�1 . 1 o
7
o o -G� O �' � G Gp�
10 �0 -- J - ` h �- o Gp 1 /
•6 S \ _ --- 1 26,E . Q
�.,. ...
� � 82.09 � a o �.0 �e
,�, � , , /
cr1. MIN .--•- - -�' --- C �' 6+ 0 �" 6 1 n� 1
U4 Lnr.. /
. - 86 t� 9 tt a$ o 1.94 4 _ 6,38
57• cam! 6 � � .� W � �v � � � � p _ � GQ
i to �-G� C& • c� f /
--� P L. 57.53 G 59,0 � � � ,� �.. N Q �
15.28 57.32 29, 4 co 4 ° [/� 9 -'�' • `� h N cy )6
t cn TC o TC1. t� 1 . �► 0� 6 . 14 /
CD TC 57 . 59. 13 TC W s ,�- �► p
ll
to _ F j C cy 4 �.. 2 - - ,_. .,... � (,
as FF-1259.57 -., 588 I E � •61 5D o0' -� c° 4 �� GR •
• R 2.26 0 /
w
� PE=1258.9 � r
v
8.6 -�, 6,
1 ._ _.. � w � 0 FS
I 5 ---�- -� CIT• 57.78 13 � S
�. ,8% FS w YUURT ,.� 5
1
HP4L 15 ..� 10 � 1 B
+34• C� • TC o « rc� h �..
.39 1.5 OIL.. Y o
3A 20 B co �
0+00. 0 57.88 N `�' M r a o o f
�J c0 � 1 ter- CJ
o
45• �,, .30 co � U /
• ., 1 C C&G .36 q7 v 1 ~ (0 co l
58.9 0 , . F' 15+32. .�
8,9 TC
� 5 FG ao j, D ,�' c- ao N.F'G � �
to o o
.1 �• r� ��� �... • tri/ �'
, - - 85+11n i a •8
.� - RrA4 c /
1 no.oo --- - 5a•, s a -` /W r/
7,40 A _y 1
�. 5.9 3� s+7j,* 4.6
� �,, h -� 61 .99
`'� 1.0% M I +`� 1
tow 59.49 cn �/ z
towQ S6 c0 ' �
I 10 20 2 �' ca / �-- co 2 28• -- $ {y M
- 59.95 o A
FL .3 ,5 59.7 y/(y��� � s�, L.� W �
•1 •. ..g,FFY s '0 ii � 1
•2 18.58 0
F)o �
FL o
/ �., FG � 57,93 /��' 60.5 60.5 A 2,� • �� �----
FG 1 B �. cn 60.2 ` 6a. ~- - 16 ' ?c�
t TC ?
59 , FG �. -
� � 4
w 5 G /
HP-FL °- +n HP FL . �� `---�'' ao 6Q,%7j
15 92. 118 15.88 2AR �p,� p /
FF 1260.87 �
59.7 20.39 o �. f
I • 15 10,2 16 D WY
�Q PE=1260.2 FS CO ` ' a � � �' °� �. /
6
60.2 .� 20.13 2. • / /
LLJc� + s
17.81 �-�. 1 0 .06 X8.51 �...-.r�- c� FF=1261 . 17 61, N "? s ,�.
FG 60.78TW 58.69 5
��N �� I WY � 10.8
59.54 � r. 10 � L
.1 .3 58.77TF r 5 FS 20.18' PE 1260.5 Gp
[�! D.78TW 1 61.45T�M FL 10 2Q' 20 co 5 .74 cn T 126 ,o,,
6 9.44TF. � �. °�
I 58.87 ,� �' �
0 59.44TF T 60.5 61 ' 1 •
IN. 61.45TW 61.45TW � 1 I FS 60.5 .8 7 �r►cV f
�r 1.a% M '1
587l- .77TF" FG
-r - w 7TF • 1 +15. 11 FG �G - .�.y,�7 61 •1 /
5 .84 TC •0 . l N N s ,'
w" .� 4 58.97 '% cv 59.08 59.73 6 .
0. D - 1 .0% MIN. �- ` 8006
0 60.35 59. 77 TC FL 1.v MIN. FL - � W -
FL 58. 75 I ' . 25. 13 LF 18.86 "? �` a• o . / Q
E �- z
� cn /
moo
61 ,2 N 2 Ill �..w ,� 6 a, r
FG 1 .2 I , 5" .9s .O� M N. 0� « '' �L- (� • • / -
I 2B G 6
s p �.� /
FG 6 ' N FL-G8 r• 60.47 �' o 8 1 6 • ?8 ca N
v, Q• � . ' nr ,1 � x.27 �' l
FL 4
2B to G /
x a 10 61 . 1 �.. 6 , 6 / / / / J
20 61 . 1 r � 2 �
5 15.66 FG -.� FF=1262.87 F"G f _ 0
� = � FG � ca a.. o G�� G � o0
• + FF=1261 .87 t 59.59 4C 2.2 PE=1262.2 C\11 �•4 1
1 0) 60.8 to i l�• `G `�• 7'S' c�
/
c� a. + FS G G
� ,�. 59.5 1 51 .76 � r. R -,► � , / .-
c� z PE-1261 .2 60.8 w g•g 5 HP-FL 15
! I .,., ,
I 4A /
a � 61 .2 F N 20. � F � 16 D WY 8.4� _ �
W LL_ G .. 27 r-- FF 1261 .77 7
j FG .2 �� 1 20.28 to O �'
6.26 9 �r o
h P .4 a 59.81 16+52. 7 cn 04 PE-1261 . 1 ,,�
20 , 6 R /
. 5 .79 � � cv .�.. '�.
5 9 0 60.8 /
3� 25 2 FF=1263.77 �e ! l
� � 20 FS 1 16 D WY � . II .,.�..r.-- s 1 . 1 �` �
1,0 M 1 • FS FG •3 , .1 �- G 4, o i
1 10 • 6� = /
59.65 20 PE--1253. 1 FF 1264.47
FG 80.48 ► .�.
5 .68 o /
33• ` Z�, , 7 .44 1. FIL , �~ 6 �e m
MrN.. - TC 19.8 - �- 1.0% MIN. . 1.69 6 - 6 �- 8 PE=1263.8 �? /
61 .5 ° F�-Ge _ �" �' �~ �- - °0 1Q5.oo' G 6 `0
„. 1 G l l /
FG 61 .5 c�' .� ' �'' 1 .0 MIN, `� . .� 5, �" 6 1 0
FG t0 R, , ..r.� 2q' Ln .-- 61.9 6�•6 6
15 6 3 /
19.01' 59.93 7.7 .4 ,z 61 .5 ��'� •$ J�,� �. p 5 a
16 3.92 61 . 1 F- .,��.0 Mp p ,
59, 5 G ' �. t
9 FS � /
r
1 61 .2 r j F 16 D WY 22.46' �, FG 1o' ^� -� _ 6�, c0
^� hN 5 0-
FF-1262. 17 59.9 �� 1B _-
I
HP,..F•L �
! PE-1261 .5 : + 'loll
w 20.,5519 )9.64 0 0
(CNNY 0 / / /
61 ,�. 16 D W 19
5 .4 /
61 .5 it 59.97
6 FF=1262. 17 5
3 FG 8.57 .,, w �, s•2 1, d-
� � ! � � PE 1262.6
fiG 61 . 1
� PS PE-1261 .5 ,
O8 .-
w
FL I.0 caft O 6 / /
MI .-• 2 1 .5 / /
00 • 1 2CNV
0 FG s _
60.3 59.78 �, y .01'p / 20 10 0 20 40 60 m
`
FL-G8 C, TC �p. -- . � ' MIN• 49+75, w
59.69 -- - . � _-
9.00 T 105 r oo, PE 1263. 1 0
SEE SHEET 3 SCALE: 1 "= ' w
� � / sC LE 20
PE 1261 .3
53 %56
1
i j 7
SEE SHEET 3 j PE=1261 .5
�n � PE 1263.8 � ! _
I 7 LD1 1 -023GR
6 LD1 1 0
PLANNING � DESIGN Ir CONSTRUCTION 3 LD1 1 -�-010GR
2 LD1 1 -008GR o
40810 COUNTY CENTER DRIVE z
r TEMECULA,CALIFORNIA 92591-4679 Q
E:E3 N S U LT 1 N E3 951.676.8042 ■ FAX 961.676.7240 • www.RBF.com
� LD1 0-063GR -j
LD 10�-055GR o
Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-�-29-81 DESIGNED BY DRAWN BY CHECKED BY SHEET NO. 0
SCALE Q��I�S$j0�y
RECOMMENDED BY: DATE: fl / ! TEMECULA DEPARTMENT OF P IC WORKS r-
• 2-1 2" BRASS DISK IN CONC. CYCLIDER �� TCB TCB TCB PUBLIC Q
UPDATE PLAN TYPE AND GRAD I NG. / O j
LOCATED FROM THE INTERSECTION OF FRONT ST. HORIZONTAL '` �� el N
CONTRACTOR RBF /1\12/10, LOT 42, &01/11; LOTS 47,115 AND RANCHO CALIFORNIA RD. AND MARGARITA �. �, PLANS PREPARED UNDER THE SUPERVISION OF
RD IN THE N.W. CORNER OF THE INTERSECTION �• ACCEPTED BY: DATE: l� o�
RBF 02/11; LOT 112A603/11, LOT 114 �, � � PRECISE GRAD NG PLAN Ln
3 1 E. OF A 7 CHAIN LINK FENCE 21'X16' rn
RBF 03 11 LOTS 41 51&52 � AS NOTED � No.S9069 r*�
B AROUND 0. CAL. GAS VALVE 4 ' N. OF P.P. G EG B LER
INSPECTOR / ou D s s� o
No. 94' N. OF THE CENTERLINE OF RANCHO DATE: /�� If OwlDIRECTOR OF PUBLIC WORKS / CITY ENGINEER ..Y':'.Y•p�
ll �Y�„ .�r:. PASEO DEL SOL TR 24188-2
�J � � �'- .r+• %.i�x•:.t?x�Lei
VERTICAL �'' '� THOMAS C. BURNSIDE DE R.C.E. NO. 47109 d" ��� Q
CALIFORNIA RD. FIBERGLASS WITNESS POST SET � C j y 1�. �
DATE COMPLETED 1' W. OF MONUMENT. �l Q� R.C.E. NO. 69069 ��A...••:is��:.... _ 41-52ADJ. DATE 09--13--82 � � �, i,, ��� MANNANYTA LOTS & �
ELEV. 1128.410
N/A FCA OF q- SHEETS
SEE SHEET 2
NOTE: , ............I I I I....I I I I I I I I....1111s2.os
5
� I �
�C ARCHITECTURALLY ENHANCED ELEVATION FIG62.9 q �� 49.75�
`
62.9
62.36
to
FL ,-- M
PICK-A-LOT C PAL RULES
� • 51 62.48 - -
1 . NO IDENTICAL FLOOR PLANS DIRECTLY ADJACENT TO ANOTHER � 63.5
rn � ri � F� 7.96, 63. 18 HP-FL
2. NO IDENTICAL FLOOR PLANS AND ELEVATIONS WITHIN 2 LOTS OF FL � 63. 17 II
ANOTHER OR DIRECTLY ACROSS THE STREET FL ( I
3. NO MORE THAN 2 OF THE SAME ELEVATIONS IN A ROW I I � o 155 � L�... �� 5'
4. OR AS APPROVED BY THE CITY OF TEMECULA 3 4 Q 28 � 00 � °O
62 0
� Z � � 4C � � *C'4
I I
48 HP-FL �� FF=1263.77 �I � � M I II
60. 105.00 � g
19.79 FL-GB _ �_ c,o �.97 � 61 .96 Q o PE=1263. 1 O ' �� o O FF=1264.47 0 �
59.78 � � �, 1 .09' MIN. U' 60.86 � FL � �$� � � O N 4 � o PE=1263.8
TC 2,;� 1 .5 61 .5 FL I� 8.56 I �4, 6 �
I59.95 � FG 53 FG i �� 62.6 G � � 61 .71 .
� I ' O I i
L5'1
Fg F� FF=1263.27 �,. o1 +23.75 � � �v 20.32 ,v 3C � o FL-GBCL `16 D WY. rn �5 61 .2 � as � � Nri cD
PE=1262.6 4 62.5 cn t� o0
SHEET 2 .69
".j __%
9.0% J HP-FL `U' � .� _ � 5
SEE � -____ .p, FG ^ `v 1263.97 "� c�
19.01 � U, F=12 2. 17 � �? 3C a� -1263.27 � � 70. 6
-� �`•D � PE=1261 .5 r � � �� �� 7 23' °' 82.7 62.69 ( �
f{ FS
4 1 60.02 a, � � 6 61 .57 N � � � Fl.,-�e °
1 .0� MIN. F� 6 � .99 61 .5 62.6 F�-GB
' � 00 61 .88 A jv�o o FL-GB
I -� 1, � 61 . 49. 18' - � z �� .- �
� � � � 20 10 �' FG FG FG 62, � M FL-GB � N
20 ` GF-1262.77 r, �; � ,n r
60.66 61 .3 �p 20' 20� h+ .81 �� � \\�� J ` 56 � FG v� N � �1�k � � � n �
FL FG �1 O � � FS �1 .0� MIN
i 18. 17' � � 1 � 60.8 r 20.52 _ - - � 60.85 � � 4� N N °'
ON— FG N 59.73 59.55 60+46 rn FL �� r- °'� -� a, a U,
� 61 .0 1 C � 8.4� FS 1 T� 2 FL GB N oo � � � cn o � cnvHP-FL �R '� � J17+49. 5 a,� `� W cn co �
15� _ X7.85 L 16 WY. �� _ _ _ I I
FF-1261 .97 _ _ - 90.$5'- - _ i W _ �- � 61 .5y.
_ � I �yy _ .2 61 .47 TC � o
PE-1261 .3 60,9 ^ �, a }: TC 3 �y
�
61 ,3 O O FCS � �'� '- 1 . 7 A o � �
60.66 FG 20 20 � � iced, � 9.41 � oo ,
j FL 1 .0% MIN. � in `�' C �..�. 59.3 \59.68 C&G 60.59 3 60.98 0 � 60.6 � ` I ( I � frl
�-, :- �5.s2' � RIM
o TC 60.6 ,�, TC + J �
1 .0� MIN. � - - -----� � �, � 8" Is `� TC � �� RIM �
D ( � F0.33 60.9 10 20' ^ \ � a: U _ 1 1 _ Ln
60.9 �n � 3_ 12 12+31 . 61 .82 i frl
FG960. � - - - - � -o 0 ori -�-- - � TC
. , 60.6 110 ,5.8z .61 ' -
� Q 6 '�� o.� _ � � 17+g REAMER � + � cn- � "' p
� �O .� W =10+ 0.00 q ORISCOLL CT. ISCOLL COURT 4 60. 17IE � � �+° � 0 �
Q /-2-C \ 59.46 r Q ,� N 60.61 `�' � � 00 a 3 Q
FS � 8 WATER
20.05 TC TC �r- �o I I �
W i5 FF=1261 .57 6 � N � m I 59.58 C&G 6 .69 ��� 61 .07 co a � �
PE=1260.9 FE'S co � 59.38 18+21 . 9 a3lig.4
LF TC N � � I �
Z � F0. 13 60.9 20 .2 � ; � FS I � CL 16 WY.
5 0 � � � � 61 .47
� z ( FG O �20 Sc 8.59 � � - - _ �yy 92,-85 _ __ .01 26. � TC 61 .51. h� � i) O
� 1 \ "' 1 .0� M 1 .�n p96 / w °rte°__ - - _ � 9 TC �
� - N _ _.__--,� _ _3 58. E 1• Z.?96 18+37.98 3 �p, o �- - � - � 7 � 81.40�,
`� 8:871E 4 t�`/� 59. 1 .
0 04
38• II II
60,3 N �n �a- 1 .OX MIN. � MIN. N � �� co t��t� � r.
i 2
HP-FL 0 60,6 � n N � 5 2 0° 3 '���° � 6�•9�0
� FG � O�� U-3 20 � F� 61 . 1 � ��� r� 1, 61 22TG 3 o N 61.40 � N v) °1° � v)O� N � 1� � � 60.62f E \ �• � l� r' J��O � cn6.19.61 6 ,3 59.270
W FG I 5. 12' � � � � r- �. ._ � ,ten .°n°.c°� � a$ N 62.8 N�
16 17.95 �- FS ^ * 2A I " I � GF=1262 7 5 62.09 ``� o cn �. � ,� N� v� � � � FL G8
II59,19 I,� � 5 18+58 48 N ' 22.31 ' cv R � I o cn v.. N _ cv N uo +^ 63.
r'-- 11
�5 --- r'�. FS rn �= CL 16 D WY. 'I 59. 19 10 I N `vim N FL GB � 5.33' .56 � I rn FG
a FF=1261 .27 � 20.65' � �� FS moo � FF=1261 .77 � O co �. � 4, 42 N _ �,,.� � GF=1263.97 °-
cn '� 9.4 °' c� �� 60.8 -► ► z O F-1263.37 � �
�, 59,11 18+74.30 X � i PE=1261 . 1 �r co �, r� c�
�p��,6 PE=1260.6 60,6 'i � FS C 16' D' Y. 5 �s � FG �[3� `° o a � �� i co �. 62.9 57 0 4' I N
�'`� 20 1 o t� co z � FG o cv
rn FG � `� °�'� .96 �� 10 Q � � ca �. �� �o 0 59 O � 6 62. 10 N`v q. 0 3C *O Z�
'v- MIN, 2 .24' � �, N o � z 58 FL-GB � � �� I I I �
- 1•0� MIN, r� ti%�v� 5 18+)88, d �o 'n d- 1 ,p � 4 O 1 B cv o ��, Z 5• � I i � I �
�n10' _ 6' WY. 59 MIN. � � I� 4C '-' FF=1264.47 o I o
n � 2.00 � _^ 'L,/ � '12 vi J 20 `n 7, �e ( I
Q
58. o �3 10' 60,5 ��� � - FF=1263.27 � (15
� s� � PE=1263.8 0°
c� 5 84 T� � 20.21 ' c`°v 60,2 � F� 59.88 � �O �- FF=1263.87 � � W t�l. � t�L.
SE- H �, ,W� S .38 j� 4 � ,... FL g. PE=1262.6 ,- 5s'
E S �,� � an FG 61 � f 5 PE=1263.2 5' �
4 Orn •- .83 v I 63.17 63. 18
" ____ � � 59,04 � 46 60.2 ' d- F�.5 � I N N I � FL I I I I 1
pj � r� t' M C9 � �
'r� � �, FS HP-FL ' +� � c� CD cfl �,.. (0 6- I I I I I m
�„� cn � 6 FF=126 . 1 15 � �
S8. 74 S9 �� � F 5 PE=1260.5 40, l ° � � � 5 62?57 - 5.33 J it
c�
r� F�_GB � a- 60,5 59 � � � r� � � FL � FL.58 � Ln U.
II II �
22 97, . 0 116
1 .07 MIN. ca rn F�, N � cNn °� �� � _ o � �Y' �
_ N � 62.9 � 0 I i
0 12 HP-FL �
,� o �• 0' ai
O2 INSTALL 3 PVC GRAIN PIPE (SCHEDULE 40) =N 57,40. o M I � � o
3 INSTALL 6" ROUND PLASTIC CATCH BASIN (NDS SPEE-D 101 OR 201 16WITH GREEN PLASTIC GRATE NOS #40 # � W 1
, s. 11 45.53 �6 LD1 1 -046GR
O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD,
28.92 I � I I 15 LD1 1 -0 44G R �
N0. 303 Q
............ SEE SH � � � ( �2 LD1 1 -030GR
U5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA EET 4 I o-- w
STD. No. 207 � � I I I �o LD1 1 U
sQ GR
�a
LD1 1 -025GR
Q
LD1 1 -023GR Z
0
20 10 0 20 40 60 �
s LD1 1 -020GR �,
PLANNING ■ DESIGN ■ CONSTRUCTION Q LD1 1 -01 7GR J
SCALE: 1 "=20' j
� 40810 COUNTY CENTER DRNE LD11 -01 5GR o
TEMECULA,CALIFORNIA 92591-4879 LD1 1 -010GR a
CONSULTING 951.876.8042 ■ FAX 951.6767240 • www.RBF.com
LD 10--055GR o
Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29-81 DESIGNED BY DRAWN BY CHECKED BY �[�, / SHEET N0. %
SCALE � Q�OFESS�N' RECOMMENDED BY: ��• (/\h� DATE: ��(� /� CITY 0� TEMECULA DEPARTMENT OF PUBLIC WORKS p
UPDATE PLAN TYPE AND GRADING: 2-1/2" BRASS DISK IN CONC. CYCLIDER p ! TCB TCB TCB
CONTRACTOR RBF /3\02/11• LOT 53 /4\02/1 1' LOT `) � � - LOCATED FROM THE INTERSECTION OF FRONT ST. HORIZONTAL �� N�' N
AND RANCHO CALIFORNIA RD. AND MARGARITA ti � � � PLANS PREPARED UNDER THE SUPERVISION OF p
RBF 02/11• LOT 57 /6\ LOT 110 RD, IN THE N.W. CORNER OF THE INTERSECTION � _ ,� � ACCEPTED BY: I �� DATE: / �� �Y T PRECISE GRADING PLAN
5 i � 03���i 1' E. OFA 7' CHAIN LINK FENCE, 21�X16� r*� 1`�� G � �
AS NOTED w No.69069 m
INSPECTOR RBF /7\03/11; LOT 60,103/11, LOT 59 AROUND S0. CAL. GAS VALVES, ao' N. OF P.P. °' � G- EG 8 LER
RBF /9\03/11; LOT 56Alo03/11; LOT 55 (NO.�) 94' N. OF THE CENTERLINE OF RANCHO '� � DATE: �O" Z 9" �.OI�_ DIRECTOR OF PUBLIC WORKS / CITY ENGINEER g�a`"" "x p PASEO DEL SOL TR 24188-Z a
CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL sj. e l v i�, �ti� THOMAS C. B NS I DE R.C.E. NO. 47109 �, '`:� �'�" � Q
DATE COMPLETED RBF 12 04/11; LOT 61A05/1 1; LOT 109 ADJ. DATE 09UM3N 82 N/A 'l`� 4f C A���`�� R.C.E. NO. 69069 �''9a,�;stl�`oQa°� MANZANITA - LOTS 53-61 & 109-111 OF 4 SHEETS
RBF t6 06/11; LOT 58 ELEV. 1128.410
SEE SHEET 3
SEE SHEET 349 .3o'
16 59.20 8.83 25.15 - j
59.79 F� C - I I 51 .20� 25.32 �
102.00'
M
FL _
o-- �� ' � 6 r I ,.,fir ,
I - 1 .0% MINE, 12 t�.02 �
I 60.0 � .n � �p$ _ ��-_ 20� 10 1
� HP-FL 60.3108
0 10 ts.58� 10 �s.s8' - - ..--0 .00 � �n 63.00
F� -- 60.2 � - 8.74 � A��, �o ;n 1 .0� MIN. � ��. 16 � 62.5 � c11� M � FL � 11
�C 2B 58.89 � C � ✓N as � 60.2 60.2 � ` I � � _ HP-FL_
i
FS 19 32.9-1-- v) o� J "? F FG � � N � 136
X8.55' FF=1260.97 � � CL 6' 'D WY. � 8.90 �n �. o� � 6� �0 62,17 I `D L`- i Io
,s FT�
� FS 2o.es' N � � -: �' 62,16 1, * 2C
PE=1260.3 o 20.3 ' � 19+34.4 5 i 3A � 50.37 F� F� `•�
N I 6.2� a
M � 58.81 C 16 D WY ...- � � 17.5' 1
4 �0 60.3 n 8.2� FS � .83 � 59.9 � - - -� .. 62,8 62,8 8.5 FF=1264.27 a'
r ���� 59.11 TG �� o FS FF=1260.87 �5 HP-FL � \61.7 1 FG 5 FG � iz -3 58.51 lE F� 59.43 I N � Z� I �, �, PE-1263.6 0
iv F�-�°Io 58.55TC � r j 60..0. PE=1260.2 a � � � / � HP-FL � /4C\2.00 �n �- 1 .09� MIN. �, • `L' S .09 I E 4 �`'� � FG , ,1 c° �'- ; i 61.36 � F1.358� ?
� 58.52 59. 17` .20 �Ln b. , � FL � o �i � i
'n r .0°d MIN. ;n �20.02' S .54 TC FL-GB� �' 1 .0% ,�MINN _ � s�.1 s o 0 7.1 � FF=1263.47 �� i.- �o
� 0�� T i9.98', III WERE � cfl0.00 i� � � ai � 6PE=1262.8�07 �� 20 �� d170" MIN. �n \ � 3A `° �- � � �� � �
-� �o' o c� rn .� 0 �
212 FS' 9+72.2, 5 t. 59.38� � 69 6� ��' cv � � 1
1 A 59.7 a� 20 60.0 � a�e a�e 61
W � �'- � �- �n t,.. � to C 16 D WY. 58.68 i �� ' o a 61,68 � GF=1263.77 ri �
• � � � 2o.7s � 00 _jO O FG F� �, FL-GB � i .02' 1
> � � R FG i, 7.5� I 19+ 4. 2 FS ;� t,- 59.7 15' i�� �. 62.7 FL-GB
[� ( 59.7 FF-1260.67 � 5 21 .21 N �{G 63 � � 6 FF=126 67 s �
18 47' - -' CL 1I WY. 6- �� � FG 62,8 �a la;. � 62.4
LJ � - HP-FL PE=1260.0 M 58.62 � � 4C i 59.7 I .� N � PE=1262.0 GF--��1262.97 � � FL-GB ,1 1
(/� � n ►� S °' v, 58.61 � HP-FL �' �n �. FG
� u'�s r- o
PIA �v C � q� o 8 � . N ��� � ^ ,� FS _ i � a� 1 GF=1262. 17 � � � 1
0 I 60.0 O � n^ � � � � 59.9 FF-1260.67 ° 979 � � W to �. ;,� � n � S
�p I � /FG 20 .n^ � 79 N� �� FG PE=1260.0 60.d 9.03 � � ��7.11 � 1� �v r, � �� W 1 ,1
� I � r. � m 59.14 °,�,� � $ ^ �, ! 60.95 � ri � �
� � � F� 1 .0� MIN. (0� �' v, N• N ��r, � � FG 59.38 , �, � rn c� N FL-GB En
N � N �' 8
59. _--•. -... 0 p IIIo� 58.29TC 4 ��' �" F1`. _ _`O 1 .0% MIN. �' FL � °'�� 0 o v� 9°'1� o v� 9�
__ � 57.83 I E o - -� nw
• � W
....I
z � 1 � �L.20 59.7 MIN. FL-� � � � 5 w 19.07' 49.66 45.67 .33 8• 61 ,50 0 3
FG 59.7 � N T � � o � 61 .22 TC � 0 ' ` , Gj
2A F� 15� I �-'Q�---= �� 58.56 60 } T .82 T� N o
' � w U o� 58.87 59.82 �
15 Io ►- 59. 16
C&G T� - �- � 61 .7
� o Q T� 58.8 TC - TC }- 60.43 o v 1 -r1
58,31 3 � TC o ,�, 3 ►n �, R I
1 �
59.6 FF=1260.37 � c� � �„LJ RIM cv co. TC r�- � 61 .97 - � `, �' 1
t�.25' � g _ _$�� SEWE _. __ __. r_ao o _..___- -12 �,,� �-- .__ }, __. TC
11 -
1 � FG O PE=1259.7 FG•g N zo' Q 20+36.73 REAMER DR� - - Ob - - -`��-��_ + � `nT� 7
� 58.81 7 2.3' 4 n 58. � �� m 1 =10+00.00 � CORR I GAN CTO �- � `o � o � r- -� �
0 2 15 Ln- � �
40' ��J' ~'� FS 1 r' ,� 5s.3s CORR I GAN COURT � � v ,r, + .�
101 . �` - ' � � .0� MIN. �20+48. 8 F�� 58.87 59. 16 N � � �" 60.37 N � . -�
r 00 ;� 5 8 WATER v 64 �-------- ...--- v
3 58-48 TG - �3�0 6 D wY. T T� _ 3 J
TC TC C&G � s t,to 7C M. +
57.8s tE 58.81 57.53TC 4 TC.82 � so.64 IE 4 00 r, � c,,
FL-� � 5 .071E � ^ '
M� _ a 4.82 � �&G 61 .50 � � 61 .65 U y'� 1, `, 4
0 0 57.52 �-`.. - -----F---- - - 47.0 26 20� TC � J T�
SEE p[qASE 2 N T� --�-- �/w. _ _ N � s �
,� rn v ft 11"I
'° 6` � � \N �o� 8.9,3' i �
16 o `-' 60, 9 � �'� c`� °�. N n � �a`�i� w S
9.01 ) `v 6�.23 � N � N 23.36 � � N � .
FL-GB c� � ae 3s.7 LF cv 41, , 1
I Fl.-G8 c° Q.34 ` t.s% 3 �° �`-61.9 GF=1262. 15 6 n ,�9°�° ': � '� c�' cn �
F� ao W LEI
� cv c� GF=1262.8 s.o '/�j � � `O� o � ; 6 .69 � 82.66
7' 60.78 r+ �7O - W �- /' N vi � � f -GB t FL-GB 1\ 1
SIR- �n �. 5' 0 9.07' �o� � �rI N 62. 0 + o g 9�0 y \1
� FL N � �. FL- 8 7' ao
z 70 Q N c� 63. =1264.05
� z � �- i FG GF=1263.45 5 � 67 � � _, ,\ ` `1 `n
l:0
NOTE** I . as � 69 � �
2 INSTALL 3" PVC DRAIN PIPE (SCHEDULE 40) 12 14 10 � � \61 -89 TG �i 0 o 6' tD U. 4A �
D �C ARCHITECTURALLY ENHANCED ELEVATION I i o � � O 3 cn U.
s
_ I ' FF=1262.65 �� 0 2C � i z 61 .29 I �N 4 � *� ' r
O3 INSTALL 6 ROUND PLASTIC CATCH BASIN (NDS SPEED #101 OR 201 ) �C �C INDICATES 9" (0.75' ) DIFFERENCE FROM FINSIHED FLOOR (FF) N � •i � � 1 `\ � , 1 �
WITH GREEN PLASTIC GRATE (NOS #40) PE=1261 .9 � zi 68 z ,1 °N°
TO PAD ELEVATION (PE) . ON m FF=1263.35 � z FF=1264.55
IIEEI
U4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. � LO� 1_4� � , m PE=1263.8
N0. 303
' .aa: 14.06 � � 6' o �v PE=1262.6 o i� 1 B O^ o'
O5 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA 61,26_ 612 `�O * � �� �� � �� �
STD. N0. 207
FL ,n 61.6 FL CO `� � FF=1263.95 00
� HP-FL � � `y PE=1263.2 � c° �- c'�n � ��•9� , , `1 �
PICK-A-LOT (PAL ) RULES I I o �' -- - -- '� 5 `° � � � �{c * ' J 83.,s \� � �� m
61.82 N CD 9.0 1 �.07 4� 83.17 M I.I.R. � �
1 . NO IDENTICAL FLOOR PLANS DIRECTLY ADJACENT TO ANOTHER N � (06-
2. NO IDENTICAL FLOOR PLANS AND ELEVATIONS WITHIN 2 LOTS OF � � � 62.40 �" � � �' a0-7
ANOTHER OR DIRECTLY ACROSS THE STREET ,=�4 -� 6�•g9 F� `� I o
3. NO MORE THAN 2 OF THE SAME ELEVATIONS IN A ROW I � � N �- � FL � � i ` �- - ,, o
0 4. OR AS APPROVED BY THE CITY OF TEMECULA I W � � � 5 0 �; ' ,\ `` a
N ao � ''' ' 62.9 � 62.64 �
�p - - -�- - --= r� 1� _ FL-HP cfl � FL
51 .08' 10 � 1 .08' 65.98' ` , �� o
�- - - - 59.72 - - - - - - - - - - - - - - - - - - - - - , - - - - - - - �� 1 `` i
i4
w
Q
z
a
w
SEE PHASE 2
U
W
�s
LD1 1 -046GR °
�a
LD1 1 -033GR z
20 10 0 24 40 60 Q
�3 LD1 1 -032GR
PLANNING ■ DE91ON ■ CONSTRUCTION SCALE: I -ZO' 12 LD1 1 -030GR J
11 LD11 -029GR
40810 COUNTY CENTER DRIVE Q
TEMECULA,CALJFORNIA 92591-4879 1 o LD1 1 -027GR
j
CONSULT 1 N G �,.67B.8o42 . FAX�,.g7g.72� • www.RBF.com LD1 0- o
Q
U
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29-81 DESIGNED BY DRAWN BY CHECKED BY �,,[�,� SHEET N0. �
SCALE Q�OFESSIONRECOMMENDED BY: r7'��l/���DATE: �Aj� CITY OF TEMECULADEPARTMENT OF PUBLIC WORKSUPDATE PLAN TYPE AND GRADING: 2-1/2" BRASS DISK IN CONC. CYCLIDER �pUTCB TCB TCBN
LOCATED FROM THE INTERSECTION OF FRONT ST, HORIZONTAL[ZONTAL w� � �� �y �
CONTRACTOR RBF �p 3/11; LOTS 66&69 �� 4/11; LOT 67 AND RANCHO CALIFORNIA RD. AND MARGARITA ti �P S � PLANS PREP RED UNDER THE SUPERVISION OF � �'Y`. o
RBF Al2 /11; LOTS 62,63, 107 RD, IN THE N.W. CORNER OF THE INTERSECTION � = o � ACCEPTED BY: vl- DATE: � I/ �,�o T � PRECISE GRADING PLAN �
t� E. OFA 7� CHAIN LINK FENCE, 21 X16' AS NOTED w�, NO.89069 ►'t � REG TLER Q
INSPECTOR RBF A134/11- LOTS 65,70A144/11- LOT 68 AROUND S0. CAL. GAS VALVES, 40' N. OF P.P. � � ;�7- � DATE: IO' x Q'' xOI DIRECTOR OF PUBLIC WORKS / CITY ENGINEER
RBF �g 6/11; LOTS 64,106 & 108 (N0.�) 94' N. OF THE CENTERLINE OF RANCHO � � R.C.E. N0. 47109 d",', `^`''"� PASEO DEL SOL TR 24188-2 Q
CALIFORNIA R0. FIBERGLASS WITNESS POST SET VERTICAL J'f C���\, �'ti THOMAS C. BURNSIDE r
DATE COMPLETED ,� W. OF MONUMENT. 't� Eos R.C.E. NO. 69069 �yo���o 19 9''' 4�. MANZANITA - LOTS 62-70 & 106-108
ADJ. DATE 09-13-82 ELEV. 1128.410 N/A 4F C A�1 "9• en p° OF 4- SHEETS