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3533 3eR 9 , ,� � :� o DRIVEWAY OPENINGS
i -► 1047.4 •� -.; $ �Oo•4'1
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55
• LOT 55 161
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• �0 1047 .0 �o31 � LOT 58 16 '
$ 4o s O � t•' $ LOT 59 16 ;
54 � « p i � ��. � LOT 95 16
'- of p 1 � M LOT 96 16
rl . `°° ,off 6 ` s c 2CR 9j �' LOT 97 16
ro J� z 1 A °,+. ir��,a 10ae.S 1 o4s- •0 1 4 LOT 98 16
Q ,o4s.s a 103 LOT 99 16 '
, ,� p o.s • LOT 100 16
\, �•
+s•s 37-19' LOT 101 16
LOT 102 16
53
LOT 103 16
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�6�3 .x•�°'E ,t3B �-` � 103 LOT 104 16 '
17.60
'� 1046' 0 LOT 105 16 '
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look VON 102.36 .
��►�` z� NOTES:
,� � '� g 1 '� $ DRIVEWAY OPENING WIDTHS ARE MEASURED AT CURB LINE .
,NES 1 U °0 O0 !!c ° �,• .3'' ?�� + � ' � °z AR o � CENTERL I NES ARE PERPENDICULAR OR RADIAL TO CURB .
A SA7� 23• 24. ''�� �► 1046.0 104s.o , 1 SIDELINES ARE PARALLEL TO THE CENTERLINE , EXCEPT
32GF
. THOSE MARKED BY AN ASTERISK (« ) WHERE SIDELINES
�o�.e6 ARE RADIAL TO THE CURB .
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nderground Service Alert '�' R,0 19jeca'N
Call. TOLL FREE
1 -800 vp
422-4133
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RECOMMENDED FOR SEAL SEAL, AP OVED Y �� �3 CR08BY En Engineers P I Planners Surveyors ors SHEET NO.
APPROVAL
_ - ��,aoF9 Y TRACT NO . 23267 — FINAL
rf __ cMEAD 5650 El Camino Real . Suite 200 CITY OF TEMECULA 2
- ��• OP s_, AGNOLO, NOP NGINEER, CITY a,u PEC i SE GRADING PLANS
0 C•p R.C.E. 4 3 Ext. DATE 3'31-06 MENTON Carlsbad. California 92008
cr. s' fi - _ ALe9oCZtz'�e 619 438 — 1210 4 9•'�'
PREPARED UNDER VGON Of: DATE /1 C ) LOTS 53 T} U 59 . 95 TFftl1 105
The private engineer signing these plans is responsible for assuring the accuracy
DATE
p� t FILE NO.
and acceptability of the design hereon- In the event of discrepancies arising after DATE SY NARK APPR. DATE CFECKED BY '� 1 . �, BENCHMARK FOR VERANDA � PHASE 5
cit royal or during construction, the private en +neer Shall be res onsibl- f s ICf1M T — 2 — 81 E(-EV• 10J2•J 14
y � g p g" p • � � c►vn
for determining an acceptable solution and revising the pons for approve/ by ENC I NEER REV I S I ONS CITY i. �If FOR yy.o-
the city. DESIGNED BY G. IELLOM DRAWN BY G. MEELL01d CHECKED BY DATE *` Q� �At 1F R.C. 1151 4 Elm. 1'E 31 ATE 10-07-92 SEE DESCRIPTION ON MEET N0. 1
OV'EP"-W
1 (10�4 .
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104 .5) �04�) 6 CO4 a0 ) / SCALE:
1
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43 X047 ) 100
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0 10044•a ` g a +� ° 27.60 •�-E 103
.0 57.151
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49.99' 49• � � � �
18 s
25 44.3) R 51.00
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v 1 A S��21 Op'E �� •J, 45.14 g ,e L ='. (1064 0
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* 4is to DRIVEWAY WIDTHSCHEDULE
*'J i s
57-06 �� ?Qr 45 00 J.ap � E`' s.� Q s2�
�. 45.0° �. r 4 o \ ,A- LOT 49 162
0 4 s •c , 045.5 ;, $ 105 LOT 50 16
1s 45 s ?s '� ' a 1 1 LOT 51 16
jb x.90' s fs 1o4s.o ° 5.7i 6 09 2°• 6' to4s.e ` °4�) LOT 52 16 '
48.37 �1 .ti' N ! " 104S.5 5 R '' 1
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GF ° CR s' 3 LOT 106 16
43.94 11.% Q 2�E`' oJ• �• 6 +�'. 1045.0 A 1045.5 a6_1' 104.0 1o4s.e 104b• �e �,As LOT 107 16 '
1044.6 1044' S 1045.0 5' s.s 104.s f LOT 108 16
0 � ? GF �• of 1 a 3AR OF o.•' 1045.5 �e LOT 109 16 '
a s 1044.1 1044 4 1044.6 • '' 0 4. 1 R , 10 V � ,Q LOT 110 16
,� ql S• �o.� 1045.0 � '' Y w '� �07 x
1043 `' 1 o44R1 5' t o 4.6 5 1045.1 5 5 LOSc t 08 �' �� 1.12' LOT 111 16
.6 N 09 N 4 24.26' 4 LOT 112 16 '
'fit 21.0 E
w 1 CR 1044 8 s.s' _ w m J 45.16' e35•s7 LOT 113 16
5 1 110 LOT 114 16 '
2A 1044.1 ff 104 � ? o �' � � s
�04�) s 11s 49''0 LOT 115 16 '
cr. 1043.6 0
i
5 044 1 1044 - 8 $ 112 45.00 LOT 116 16
1 5 5" fF g' 11 S 45.00
117 6.,2 19 Co 11 4 45-06N ,
g v 5.00 !
118 44 '" T
9 NOTES:
45.39'
�
�•31•g1•E ''
439 �•, DRIVEWAY WIDTHS ARE MEASURED AT CURB LINE.
R10
TE 'A CENTERLINES ARE PERPENDICULAR OR RADIAL TO CURB.
_ SIDELINES ARE PARALLEL TO THE CENTERLINE, EXCEPT
! THOSE MARKED BY AN ASTERISK (* ) WHERE SIDELINES
ARE RADIAL TO THE CURB .
nderground Service Alert
Call: TOLL FREE
1 -800
422-4133
m wmm avow Vw m
RECOMMENDED FOR SEAL SEALAPP VED p,,,�
Amo""` " + ` CROSBY Engineers • Planners Surveyors TRACT NO . 23267 - SHEET NO.
FINAL
NAL
- IdEAD 5650 E I Camino Real .. Suite 200 CITY OF T
y SPA oLo, i �P NEER, CITY axA EMECULA 3
° R.c.E. No. 4 B L N T O N Car I s b ad. Ca I i f or n i a 92008 P1�EC I SE CHAD
°�►. °A� -}"-� I NG PLANS
DArE 1a`iso,! PREPARED UVDER ON OF: DATE 4'19-13 �ee00T�T�A (619) 438 - 1210 LOTS 49 TFRtJ S2 106 TFRIJ 4 stirs.
The private engineer signing these plans is responsible for assuring the accuracy 116
and acceptobility of the design hereon. In the evant of discrepondes arising alter
city approvol or during construction, the private engineer shall be responsible DATE BY V DATE C�EG<ED BY M FILE N°.
lw determining on occeptaeb solution and revising the pians lar approval by ENG i NEER REV i S i ONS c i TY c- t ,' - 30' BENCHMARK T - 2 - et ELEV.v. = t os2.514 FOR VERAPOA - PHASE 6
the city. DATE + r l 1 ! OR L. BE T
DESIGNED BY G. I�IELLOM DRAWN BY G. MdELLOM CHECKED 8Y
R.C.E. NO. 14584 DATE 31_ T TE 2-22-93 SEE DESCRIPTION ON SHEET N0. 1 FOR W.O.
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(1049 3) 64
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(1048.9)
67 ,�!` 62
39
104 4 INS- 38
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e3 9'e�, 5 1 o4s.7 5 2 C 1047. °4 �.aa '�� LOT 30 16
46.7 2A X04 a LOT 31 16
FG h 1046.7 i' Q ��Ql a ,, �• r LOT 32 16
$ 32 �-►Q` 01
w �► !� ~''' , '`' 104 4) -� LOT 33 16
IMP ? - ,? + N o x.17 ± 69 0 LOT 34 16
�0'�- �,► �' 0 LOT 35 16
3CR
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31 KLOT 36 16 '
1046. �
Fs z o• •,� / LOT 37 16 •
s
. s 9.9 'o LOT 38 16 '
�8 �.+' 4'x,1, �►_ „C S 5.OA 10. 3 16 ri 17.87' 24.43 J ?� •
s s tie ?AQU 1 T A6 •«� • (1��47.9)hLOT 40 LOT 39 16 10�? ' off_ 68 LOT 41 16
.&. +b_ / LOT 42 16
1 4 4.6) �J 47 • a �,,, � LOT 43 16
1 •
/ 2 046. 1 *s �s �� LOT 44 16
43' iB � S• 8 >> 1 16.52 26.20 � 4Q.29• ��4, �• ---47
9)
h 64.8
•
106.16 o
/ & (0„ a5 & P J � 4 10 7 '9
30 IRA
20' AR 6 �� NOTES:
**•',� s,� •� d 5 0 o.s• to47.�°`, z DRIVEWAY WIDTHS ARE MEASURED AT CURB LINE.
N 1045.9 fs B 041
(1044.5) �, % c' Q �o CENTERL I NES ARE PERPENDICULAR OR RADIAL TO CURB.
1045.9 1045.9 �.7 p w
� •ro + J �1 � � •�� � ,045.9 0►o.�'
4 5 AR •� (1047.4 SIDELINES ARE PARALLEL TO THE CENTERLINE , EXCEPT
C ) THOSE MARKED BY AN ASTERISK (* WHERE SIDELINES
- � 1L.
, 1047.5 1047.5 s � � _
°•' t u 6
if 98.2 ARE RADIAL TO THE CURB .
4 0 1 AR •
�.
96.71 5-00' � � � �04p
�- //--_ �o''a' p 4� �
(�04�) �0 - 48
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30' 'o• �J 60 64
8 � 49
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�0�� C1�44J
1
nderground Service Alert `
1
Coli: TOLL FREE
1 -800
422-4133
iso womv tee BEFORE You w
RECOMMENDED FOR SEAL GTY SEA APP OVED QS DATES CRO�3BY Engineers veers Planners anners Surve ors SHEET N0.
APPROVAL oaoFr�sro � 9 • Y TRACT NO . 23267 - FINAL
NAL
c • L eF AI IPAL ER, CITY OF IKEAD 5650 El Camino Rea I , Suite 200 CITY OF TEMECULA 4
GNOLO, PR
R.C.E. ?a 4M Eva. DATE 3-31-96 BE'NTON Car I sbad, Co I i f orn i a 92008 PRECISE GRADING PLANS
No. 14594 4
DATE
PREP UNDER TME VISION OF' DATE x-11-93 "90CIALT O (619) 438 - 1210 LOTS 30 THRU 44 SHM
The private engineer signing these plane is responsible for assuring the accuracy + >► FILE NO.
and acceptability of the design hereon- In the event of discrepancies arising after DATE BY MAW AMRDATE CHECKED BY ,p , . FOR VERANDA - PHASE 7
city approval or during construction, the private engineer shall be responsible �,' ��� 1 30 BENCHMARK T - 2 - 81 ELEV. 1052.514
for determining an acceptable solution and revising the plans for approval by ENC+I NEER REV I S I OBIS C 1 TY pATE T�, QF C At�E4g L T FTE SEE DESCRIPTION ON SHEET NO. 1 FOR W.O.
DES I GNED BY G. MELLOM DRAWN BY G. MELLOM CHECKED BY R.GE. 14594 • DAA 31- 10-07-92
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