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OWN
TYPICAL SECTION
PER Ril�ERSGLc �l.Y/N7Y S'T,9/YOyKp Or4LIW /NG /YO /G�j /i>�O /F /EOM
SCALE: / S' rSEC7701V "19'Y)
" C STREET _( PRIVATE "l EET )
T.I. = 5.0'
R = (02
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GENERAL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF
PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING
UTILITIES. PHONE 714 - 787 -2031.
100'
a
RJW
J
TYPICAL SECTION
FEf� YiliEiPSrDE Col/ Y s'fA�uGwRO o/49I ✓ /�YG /YC 105 6 7 'F/ '
C I A ®RIVE
T.I. = 5.5'
.2 = 612
9
COC& OEPRE55 10/V O ET B
MO SCALE
' T,QA1V5
EASEMENT L /ME3_
iv
2. THE DEVELOPER SHALL INSTALL STREET NAME SIGNS CONFORMING TO
COUNTY STANDARD NO. 816.
3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSID`'.
COUNTY ROAD DEPARTMENT. IMPROVEMENT STANDARDS AND
SPECIFICATIONS DATED 1988, COUNTY ORDINANCE NO. 461 AND
SUBSEQUENT AMENDMENTS.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY
THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS
REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461.
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR
CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY ROAD DEPARTMENT,
PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON
EXISTING COUNTY MAINTAINED ROADS, AND FOR UTILITY WORK
WITHIN OFFERS OF DEDICATION FOR PUBLIC USE.
6. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE
PRIOR TO PAVING THE STREET SECTION INCLUDING BUT NOT LIMITED
TO, THE FOLLOWING: SEWER, WATER, GAS, ELECTRIC AND
DRAINAGE.
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED
AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 207, AS
DIRECTED IN THE FIELD.
8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TEST
SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE EXACT STREET
SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE
SOILS ARE ENCOUNTERED.
t�
9. "ASPHALTIC EMULSION" (FOG SEAL) SHALL BE APPLIED NOT LESS
THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT
SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER
SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS
37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.
10. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF
TEN PERCENT.
11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO.
460.53.
'JNDe:RGROUND UTILI'T'Y NOTES:
LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE`
BEST AVAILABLE INFORMATION, HOWEVER, SUCH LOCATIONS AS SHOWN OR
i FAILURE TO SHOW EXISTING SUBSTRUCTURES SHALL NOT RELIEVE THE
CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION AND-
PROTECTING ALL SUBSTRUCTURES. IT SHALL BE THE RESPONSIBILITY OF
:THE CONTRACTOR TO CONTACT AND MAKE NECESSARY ARRANGEMENTS WITH
THE APPROPRIATE UTILITY COMPANIES PRIOR TO THE BEGINNING OF
CONSTRUCTION.
CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO
.SAYS PRIOR TO CONSTRUCTION. PHONE: 800 - 422 -4133.
CONSTRUCTION NOTES: 004/VT /7
Construct A.C. paving_- 06/FF_CO/V&R 17EO_�t!Ar/O% r✓/✓�TE,C� /AL__ - _ _____ 39 TO/VS
2�--- Construct curb and gutter (5" CF) per Riverside County Standard_ - /O90 LF
20,1 - 6.
(D-Construct 6' cross gutter per Riverside County Standards 209__. -_. ZSO 6/'
and 210.
o
Vl
NO SCAL E
SHADING LEGEND
Ac PAVING
G'U 7
O Construct p.rkway outlet per Riverside County Standard 303 .............4 EA.
and 303A
�- cO.vSrP�rcr CArc,I OAS /N 1E� ,P /vim es /�E court/ / EA.
ROAD pE °T .57 1Vv .300. rlV = 14. 0' Vz g.5
�5 -- colv5TPr/cr cArc,�/ BQS1N PEF eiuE2s /pE cnxv7Y � 674
eaAa oE/°r - Na �34e rp✓= 2 14 0 / V= 5700,
/G CO/V'✓7e6AC - _ /OG9L Oelc (fF55 /ON ,°E,P P6-77 O , OEr. 6 / T/� / 5V 7
p l . - -- e(/ 'r
r THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR
J19452 o ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK
� HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
!RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING
THE PLANS FOR APPROVAL BY THE COUNTY.
APPR. DATE
CHECKED BY
APPROVED BY: 7 A U K A IN
ENGINEERS
WILLIAM E. SNELL R.C.E. No. 19452
REGISTERED CIVIL ENGINEER NO _ L
ENCIN ERINCPL.ANNING.LANDSURVEYING
DATE. 0 AI RPORT DRIVE
ft VEft51 DE,CA 92504 (714)688 -0241 DATE
or
APP EC BY: SCALE BENCH MARK:
' fL5 SNON/N U6C.6 G5 511455 01,5C /N TOE OF
CO �/E406l�ilLL O. IF M/LE5
/✓E OF C/7Y1 /NO QE4L and L/MON/TE OrV 1v LY. 610E OF L /MO ✓ /7-E.
FOR ROAD COMMIS IONER DATE
RIVERSIDE COUNTY, CALIF. / ��/ w y /F3 EYE//. 879. 4
IN THE COUNTY OF RIVERSIDE CALIFORNIA
TRACT ISO. 20250
STREE IMPROVEMENT PLANS
FOR ✓URUI°A WESTERN
W.O. F.B. FILE NO
viii E
I
OF 2 SHEETS
ii
YC5-` 57- EST /-/ 9/v .L�E 5T4EE'T PLAN
(®cw 0,cPRE55/0N DET A"
NO 1 5C41 1 6 -
OETA /L A
Df 9t3 /7. 7w 17. Ito NI •Y I `^ / \
/07 LS LOT
KACN11VA 5�
/0 9
Q 9�q�
PER 7 . 20249 IMPRDI EMENT o Z �h ° o Q �� C\
PL
SHADING LEGEND
CBETWEE/V c6/�65)
r - PCC CURB GUTT�
40' 80 120' 160'
SCALE: 1"=40'
RIVERSIDE SLEPRINT - RIVE,RSIDE, CALIF.
0
14 43
k 4• • 4
/37`7/00, C
0
/2
CURB CURVE DATA
O
IL
R
T
L
A
22 ° 3T /2"
262.00'
56.¢0'
(
f
22 ° 37%1"
318.00'
63.60'
115.54'
c
16 0 15 1 36'
//2.00'
16.00'
31.79'
D
212'31'13"
36.00'
130.29'
/40.95'
E
71 0 07'03"
25.00'
17.67'
3/.03'
F
30 ° 23'06"
2500'
6.79'
/3.26'
G
/4 ° 59'36"
36.00'
4.74'
9.4Z'
H
32 ° 40'37"
25.00'
733'
14.26'
_ _ t
`
I
I:.
f i
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i
e
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r T
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f i
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i C
t :
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:.
,
5
Df 9t3 /7. 7w 17. Ito NI •Y I `^ / \
/07 LS LOT
KACN11VA 5�
/0 9
Q 9�q�
PER 7 . 20249 IMPRDI EMENT o Z �h ° o Q �� C\
PL
SHADING LEGEND
CBETWEE/V c6/�65)
r - PCC CURB GUTT�
40' 80 120' 160'
SCALE: 1"=40'
RIVERSIDE SLEPRINT - RIVE,RSIDE, CALIF.
0
14 43
k 4• • 4
/37`7/00, C
0
/2
CURB CURVE DATA
O
IL
R
T
L
A
22 ° 3T /2"
262.00'
56.¢0'
///.33'
4
22 ° 37%1"
318.00'
63.60'
115.54'
c
16 0 15 1 36'
//2.00'
16.00'
31.79'
D
212'31'13"
36.00'
130.29'
/40.95'
E
71 0 07'03"
25.00'
17.67'
3/.03'
F
30 ° 23'06"
2500'
6.79'
/3.26'
G
/4 ° 59'36"
36.00'
4.74'
9.4Z'
H
32 ° 40'37"
25.00'
733'
14.26'
�op J cc c STREET
g /a3 Pte- 8` y'
CURVE DATA
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR AA 22 1 37'12" 300.00'
ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK
HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING
THE PLANS FOR APPROVAL BY THE COUNTY.
APPROVE[• STREET ! MPROVEMENT PLANS' TRAC NQ. 20250
REGISTERED Glvi ENGINE[
DATE HtulaIMAIIUNV - XHIHES STREET IMPROVEMENT PLANS
® SCALE /- 40' BENCH MARK
r�K H� Al t:L,MM PRI STREET oF_ 2 SHEET
A °P `` SEE SHEET N° /
ruvtrtSIDE COUNTY, C IF.
tiSRy DATE MAY.I989 OR J4/C4OA WESTERN F S FILE NO
r