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APN 0236-071-17 APN 0236-07 I-31 APN 0236-071 -32 ii_ ir L - II I '
_ / 605 FEET @ 55 MPH ,/ 605 FEET @ 55 MPH 1
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NO 3542 E - - - _--- - - - J .._._=----- _ — -
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APN 0236-081-13 P.L. — — — .° r APN 0236-081-34 61
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NOTE:
ALL SIGHT RESTRICTIONS TO BE CLEARED WITHIN SIGHT
TRIANGLE. ANY OBJECTS (I.E. LANDSCAPING, WALLS,
STRUCTURES) WITHIN THE SIGHT TRIANGLE SHOULD NOT BE
OVER 30 INCHES IN HEIGHT.
_ k4D: In: ...
ISCALE: I "=40'
11 1=Mi
0 40 80 120
— — — - EXISTING DASHED
I I
COMMON LEFT
EXISTING TRAVEL WAY E OF I Z 1 APN 0236-02 I -I 1 APN 0236-02 I-I O APN 0236-021-09 APN 0236-021-08 APN 0236-021-07
TURN LANE EXISTING
WAY E OF
- - - - - - - STRIPING -
—� / �l \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STRIPING - - - - -
m I —0.
! 550 FEET @ 50 MPH -- 50 FEET @ 50-MPH
I 550 FEET @ 50 MPH A' 550 FEET @ 50 MPH _�—EXISTING DASHED
—_EXISTING DASHED LANE STRIPING —
"�' LANE STRIPING
— - u' —� - - - -AVENUE _ �- -
EXISTING DASHED —a--
EXISTING DASHED Nfi9°43'55"F
LANE STRIPING a I /LANE STRIPING —_ .........,-..-e- EXISTING DASHED
/LANE STRIPING—
�� _ VI EXISTING CURB GUTTER —�
SIGHT TRIANGLE
\ //�\6 , - _ _ - - _ _ _ _ .�fW_�a r�.. die S� - - - - - - - - - - - - - - - -
EXISTING EDGE OF /,��/ 1 SIGHT TRIANGLE rEXISTING
EXISTING DASHED -\---.-.-....TRAVEL WAY EXISTING R/W EXISTING
WAY E OF COMMON LEFT
ED
COMMON LEFT STRIPING EXISTING DASHED APN 0236 081-34TURN LANE I li
I Iri COMMON LEFT EXISTING EDGE OF L - 1 P`7.,
APN 0236-081 -18 1 STRIPING TURN LANE
TRAVEL WAY ❑ P.L. I I
La TURN LANE } I
iI STRIPING I I, �fV• PN I. 1 II 1( � !I I 1 I
NOTE:
ALL SIGHT RESTRICTIONS TO BE CLEARED WITHIN SIGHT
TRIANGLE. ANY OBJECTS (I.E. LANDSCAPING, WALLS,
STRUCTURES) WITHIN THE SIGHT TRIANGLE SHOULD NOT BE
OVER 30 INCHES IN HEIGHT.
. i
ISCALE: 1"=40'
imii
0 40 80 120
UNDERGROUND SERVICE ALERT
o `scr�� Call: Toll FREE BENCH MARK: PREPARED BY: MARK REVISIONS APPR_DATE ROAD NO,
z J`� I-800-227-2600 TEMPORARY BENCH MARK BEING THE CENTER LINE INTERSECTION OF I •
FESSIp COUNTY O 1- SAN B E R N A R D I N O
r'� , • land planning STREET IMPROVEMENT PLANS
/11 TWO WORKING DAYS %OVER AVENUE AND CALABASH AVENUE, PER C.S.F.B. 4015/1573 DEPARTMENT O F PUBLIC WORKS
`lVj BEFORE YOU DIG • civil engineering ek9a Fz
MELVIN W. Q�
ELEVATION = 990. 1 0 • landscape architecture n THATCHER, 111 i RECOMMENDED BY: APN 0236-081 -14,15917 & FILE NO.
"CAUTION": Remember that the USA �' phone 909 748 7777 No. -• - m DESIGNED BY DRAWN BY CHECKED BY
Center notifies only those utilities BASIS OF BEARINGS: H fax 909.748.7776 o'ii e A MWT/PF PF MWT
belonging to the center. There could ° &p. i2/3i/l I * CLEAR SIGHT TRIANGLE
BEING THE CENTERLINE OF SLOVER AVENUE PER R/S 35/27 it. R/5 hatc er engineering & associates, inc. L9APPROVED BY:
be other utilities present at the work 36/35, BEING N89°43'55"E / 1461 ford street,suite 105,redlands,ca 92373 Tqr CIVIL ��
site. The center will inform you of whom ......... �w e pF CAS FO i Z t
I5UCial
they will notify. GIA KIM DATE SHEET 4 OF 4
Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 3 I , 201 I TRAFFIC DI ION CHIEF, LAND DEVELOPMENT DIVISION
Alir
5321-4 3/31/H 60610R4