878f_sppN
6�D
-
ESTIMATED
QUANTITIES
(354.15) PV.1.®
��-,
345
UNIT
18
00
U.
TOP OF ROPOSEO 8"
TYPE "e"
S. F.
„
1
EXISTING EDGE ' OF
PAVEMENT GRADES 9 CENTERLINE----
N
36O
201
3
CURB' B GUTTtR' TO
BE CONST.
an -
TOP�OF PROP, 8
TYPE B' CURB: GUTTERu
Em' T LOGE OF PAVPT. r
GRADE G r
5
FUTLI'r£ TOP OF CURB
0 32' EAST OF t `',
g U
ESTIMATED
QUANTITIES
(354.15) PV.1.®
O
345
UNIT
18
00
U.
TOP OF ROPOSEO 8"
TYPE "e"
S. F.
„
—
2
F
N
36O
201
3
CURB' B GUTTtR' TO
BE CONST.
235
TOP�OF PROP, 8
TYPE B' CURB: GUTTERu
4
6
Y
v
. KI
N 3 A$°
—
355
m ci
co
®32` EAST
3
TO BE CONST. 6 32 'EAST-
ti
In
Y
U
>,N
1
OD
I
m
EXIST, GRADE ON EDGE w r Q of
qr
OF PAV`T. O 22' EAST men
:�40 350
S S 345
ri
EXIST. EDGE OF PAV'T
GRADE O'CENTERLIN
/E { 355 X65 '�.✓''
1
rf
.0 N
i
in in r
I I � . M ro•IAoto'
80'' V.C. ci '
- I I N 0015'02"Wm
PRC#? ' R/W
SOUTH LIMITS
CU 2716-E
,__JER L NO.r S e
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF' THE PROPOSED WORK AREA, AND RE-
LOCATION COSTS OF ALI, EXISTING UTILITIES, PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION
SCIIEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, PHONE (619) 342-8267
2, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD DEPARTMENT IM-
PROVEMENT STANDARDS AND SPECIFICATIONS, DATED 1982, COUNTY ORDINANCE NO, 461 AND SUBSE-
QUENT AMENDEMENTS,
3. 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 EXIST-
ING COUNTY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PULIC
USE. 1
4, ':ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET
SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND
DRAINAGE,
S. .CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO
COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD,
6, ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN AFTER ROUGH
GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF
EXPANSIVE SOILS ARE ENCOUNTERED.
7, "ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING
PLACEMENT OF THE ASPHALT SURFAC114G 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.
APPROVALS ' DATE 1 REVISIONS
DES M. P. II/84
ORN k.o.J. II/84
2642.66'
APPR.
CD
MI r! ,nrl y M� M
ci
m
LRE 100' V. C.
(371.31') P.v1.
In
n
a
EXIST. EDGE OF PAV'T
GRADE O ;CENTERLINE
- EXIST. OFADE ON EDGE OR PAV'T.
0- 2e EAST OF CENTERLINE
FUTURE TOP OF
—CURB 6 32' EAST
M
ESTIMATED
QUANTITIES
(354.15) PV.1.®
ci
. .
o T
UNIT
18
SM NO,
TOP OF ROPOSEO 8"
TYPE "e"
S. F.
„
—
2
F
N
36O
201
3
CURB' B GUTTtR' TO
BE CONST.
235
TOP�OF PROP, 8
TYPE B' CURB: GUTTERu
4
6
Y
> M .
w o
. KI
N 3 A$°
—
5
m ci
co
®32` EAST
3
TO BE CONST. 6 32 'EAST-
66
In
1
OD
I
N
a M.
�� I
d v
G1=3x057)
®N
M
-
-
H
M
N M
-
ON G OF RAV'T.
! EXIST. GRADE ED
N
O2t' EAST OF'CENT RLtNE
M g
o_ In 2.2Ay°
EXISTING
EDGE OF
PAVEMENT
GRADES
0 22'! EAST
%
ol
in
CD
in
M.
�:..
Y1
10
11
12
13
14
355
15
BASIS OF BEARING
THE
CENTERLINE OF RIO DEL SOL ROAD
BEARING N 0°15'02"W PER RIV. CO,
F.B.
586 ,
- I I N 0015'02"Wm
PRC#? ' R/W
SOUTH LIMITS
CU 2716-E
,__JER L NO.r S e
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF' THE PROPOSED WORK AREA, AND RE-
LOCATION COSTS OF ALI, EXISTING UTILITIES, PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION
SCIIEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, PHONE (619) 342-8267
2, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD DEPARTMENT IM-
PROVEMENT STANDARDS AND SPECIFICATIONS, DATED 1982, COUNTY ORDINANCE NO, 461 AND SUBSE-
QUENT AMENDEMENTS,
3. 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 EXIST-
ING COUNTY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PULIC
USE. 1
4, ':ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET
SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND
DRAINAGE,
S. .CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO
COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD,
6, ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN AFTER ROUGH
GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF
EXPANSIVE SOILS ARE ENCOUNTERED.
7, "ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING
PLACEMENT OF THE ASPHALT SURFAC114G 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.
APPROVALS ' DATE 1 REVISIONS
DES M. P. II/84
ORN k.o.J. II/84
2642.66'
APPR.
CD
MI r! ,nrl y M� M
ci
m
LRE 100' V. C.
(371.31') P.v1.
In
n
a
EXIST. EDGE OF PAV'T
GRADE O ;CENTERLINE
- EXIST. OFADE ON EDGE OR PAV'T.
0- 2e EAST OF CENTERLINE
FUTURE TOP OF
—CURB 6 32' EAST
M
ESTIMATED
QUANTITIES
NO.
17
UNIT
18
SM NO,
19
PROP. R/Wj
o CONSTRUCT 6" CO NC. D/W
APPROACH PER STD, DWG,
NO, 207
CONSTRUCT 8"TYF'E"B"CURB
81 GUTTER PER STD, DWG. NO. 201
CONSTRUCT 0. 21 1 A.C. PAV'T.
OVER 0.33 CL 2 BASE
Q R/W
44'
32' 12'
22'
EXIST, A.C, PAV`T. JOIN B FEATHER TO FORM
S TRANSITION
+Mg'. VARIE�S�O^1% VARIE'S EXIST,
Z. GROUND
41 �;
IB a
1
CONST.21'A.C. GUTTTERBPE STD DING.
PAVT, OVER Q33 NO, 201
CL. 2 BA6E
TYPICAL SECTION
RIO DEL SOL ROAD
SCALE, I-= 10
TI x6.5
M
N
N
T
LD
H
N
375
370
365
37'5
370
��4
us
'
ESTIMATED
QUANTITIES
NO.
DESCRIPTION
UNIT
(QUANTITY
SM NO,
1
0.21 ' A. C. OVER 0.33' CLASS 2 BASE
S. F.
5,478
—
2
CONST. 8" TYPE "B" CURB 6 GUTTER
L. F,
661
201
3
CONST. 6 CONC. DRIVEWAY APPROACH
S. F.
235
207
4
0.25' A.C. OVEIR NATIVE SOIL
S. F.
357
—
5
CLASS 1, TYPE "F" DELINEATORS
EA.
3
—
t4_ 121
U 17 18
6�A 114
-----�'-- -
' B y_Octs
010000 = 12525 cts
CONST. 3"A.C. DRAINAGE APRON EXIST. R/W
A. C. PAVEMENT EXIST, GROUND
IN
SECTION, B
NTS
DATE _APPR__ APPROVED BY.
accisnitlD cm No HEEa No. 950 PALM 09URT, OALIPORNiA 92290
DATE:.1 6 � N/0 046-7481
- ---
--- -- --.. —1 - APPROVED BY: SCALE: BENCH MARK: P.D.-50
i HORIZ , 1°=40' INTERSECTION OF RAMON ROAD
_. --
it;FOR, RDAD ISSI $4 R, .0 VERT., I"= 4' AND KUSIC ROAD.
---`— -- -" -- DATE: +� $3 RIVERSIDE C N Y ]I DATE NOVEMBER 1984 ELEV. 225.750 (DEC. 19631
\�\N
C.U.
6i E
W 1/4 COR \
EAST -WEST
po'. EC. 7
0
�NE
NOT
IN THIS Pew
L
Qqy
C,U. 2716-E
Fq
PROJECT SITE
SEC. 7, T-4-S,R-6•E
B.
S. B. M.
4
K
SpQrlc
rY
�� N
b
RAMON
ROAD
—�
V� Y:�
MQI`3
COUNTY OF RIVERSIDE
STREET IMPROVEMENT PLAN
RIO DEL SOL ROAD Of I SHEETS
3EC.7,T48,R6E,888M FILE NO.
J.P. CONSTRUCTIONJOB N 189 0401
-5
w