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CURVE/LINE DATA
0
Q/BEARING
RADIUS
LENGTH
TANGENT
1
N89 -44'54'E
1206.39
2
90'03'37
35.00'
55.01'
35.04'
3
89'55'36"
35.00'
54.93'
34.96'
4
S89-45'42" W
417.36'
5
N89-07'29" E
252.31'
6
N89 -16'59"W
360.54'
7
N89'45'42" E
417.14'
8
90'04124"
35.00'
55.02'
35.04'
9
89 56'23"
35.00'
54.94'
34.96'
10
N89-44'54 E
1206.59
11
N89 -44'54'E
903.97'
1
1 o�
so�oo70
2.0 0
6.28
13
180'00'00"
2.00'
6.28'
14
N89-45'42" E
187.99'
t5),
N82738'1 1 '1 E
40.31'
16
N8T45'42" E
112.00'
1
N89'07'29"E
359.83'
18
N89 -16159"W
354.85'
19
N89 -45427E
419.99'
0
N89044'54" E
1 187.9911
1
N
N = 6 17 w 2 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF
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m a �` Q o �Q o }. Q r� N N N w f5_ Q r o N �- STANDARD PLAN 1006, AND AS SHOWN ON PLANS.
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COMMUNICATION ATIoN CONDUIT 2&30
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5NOTES: Q SIGNING AND STRIPING PLAN 4 OF 5EXIST R/W1. FOR ITEMS TO BE ADJUSTED TO Q
GRADE, SEE DEMOLITION PLAN.EXIST R/W
- ;°� - II (0 0o ; �. t-- = 8 PROP R W o
2. SEE SHEET 41 FOR LD DETAILS STA 224+36.54 _ 0 ��-. _ _ = N �• /�S�L�NI� /�V�NU� m / `n TRAFFIC CONTROL PHASE 1 3 OF 16 pfESS/
r Cn 12:1 GR DING LIMIT _ cv I QR Or/
AND SCHEDULE. 48.00 RT BCR o _ �-,� , o K° ; ~- w w o w N • ' f --
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3. FOR JUNIPER PLAN AND STA 9+17.06 ECR Uj + - - - .` / i z '� w �- O�ESS/QN TRAFFIC CONTROL PHASE 2 7 OF 16
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N N { --5 3 /T Q I I °' ~ + a o °' ~ `�� �° TRAFFIC CONTROL PHASE3 12 OF 16 NO. 53390
EXIST R/W ; N o N o o N U --, F- o + w o a o U `}. w v EXP. 6-30-15
ridI+ F_ 00 ~ o N o N J c N m 724 ro Z' i STREET LIGHTING PLAN 1 OF 1 i
STA 8+75 oo cn r � I cn W �, Q _j N cn ND• 59 � �. clvi1.
j cn o to �- -' 15 E¢-- 15 � N + � a + �. aA 31_ t � q
SAWCUT AND JOIN a o c_n Q 3 Q, rn H (A 0:0 Q 3 c'y Eq.12 int �'� CA`\F \S
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E CHURCH SIGN TO BE RELOCATED 17 Q Q o 17 �Erf ct►��� Z
v , ER '� VE AS DIRECTED BY C! INSPECTOR t--• DD F" • DRIVEWAY APPROACH DETAILS PLAN 35 & 36 OF 41
EXIST R/W � N ECTOR � .d. (n r
SSE SHEET 25
REV, REVisiQtJ DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision Of CITY OF FDNTANA CALIFORNIA
DSHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT pFESS�
AS—SOLT�RECOIZD pR1�WING 'Z1(� , �C 1.19.1l eR q
GRAPHIC SCALE RELOCATE EXISTING _ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���o�PS�Ee q _ BASELINE AVENUE IMPROVEMENTS
�a o 20 4a �o ,eo CATCH BASIN 24 15 C '� DRAM BY.
1 ( j SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 37 STREET IMPROVEMENT PLAN SCALE:
DIAL - ',lL Y BASELIN VENUE DATE:} - 40
---
TWO WORKING _ _ I THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO X001 East First Street DESIGNED B
BEFORE DAYS BEFORE - — -- - - 0 6/30/os _
( IN DEET 1 `��U DIG YOU DIG ' 'f` Santo Ano, Chi 92705 FROM STA 224 To A 232+00
A.F. %i5-16-07
I inch = 40 ft. - -- - BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIV 1\- ��' TEL. (?14)568-1300 FAX.- t 714)83&-5906 CHECKED BY: APP D B� DRAWNG NO..
TOLL FREE 1-800-227-26009� Q�F�F 21 j
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT --- STANDARDS IN EFFECT. cAti _-- _ �.+.R. 6 7 4223 /41
Dote CITY ENGINEER R.C.E_ 51152 DATE:
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