908tt_sppSTREET IMPROVEMENT PLANS
FOR
PARCEL MAP NO. 28239-1 /
100'
3
VARIES 76' 14'
3 6' 6' 38' 36'
20'
z
N EXIS ING IMPROVEMENTS
114;I Per Ft 1 9
�` VARIES r
�- 1.471 to
4 -
i
3
a 12'
w 6' 6'
3
0
z
X
La � 1114'
,(4
7-� TYPICAL SECTION
MESA DRIVE
10+87 TO 12+25
T. 1. = 8.0
"R" VALUE = 55
REFER TO RIVERSIDE COUNTY STD. NO. 101
38'
36'
14'
20'
6 EXIS ING IMPROVEMENTS
VARIES
to
7) TYPICAL SECTION
MESA DRIVE
12+25 TO 13+78
T. 1. = 8.0
"R" VALUE = 55
REFER TO RIVERSIDE COUNTY STD. NO. 101
VARIES
3
VARIES 58'
VARIES z 6' 32'
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X
1/4%, Ff. L'J
3
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La
0
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LYTHE,
RIVERSIDE COUNTY GENERAL NOTES
C.U.P. NO. 3223
CALIFORNIA
1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR
CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION
DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL
WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED
FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE
FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF
CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR
PERMITS MAY BE REQUIRED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE
PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES.
PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST
48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
PHONE: (909) 275-6885 FOR PARCEL MAPS AND TRACT MAPS.
3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY
STANDARD NO. 816.
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE
COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND
SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND
SUBSEQUENT AMENDMENTS.
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE
ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY
RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY).
6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO
PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:
SEWER, WATER, ELECTRIC, GAS, STORM DRAINS.
7. 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.
ESTIMATE OF CONSTRUCTION QUANTITIES
J
TYPICAL SECTION
BLACK ROCK ROAD
T. 1. = 7.5
"R" VALUE = 55
REFER TO RIVERSIDE COUNTY STD. NO. 108
Under
ground
Service Alert
hf � 01 Shcb1l,1 Ce"fOR110
` Call: TOLL FREE
111�i
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES,
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACT
SHALL ASCERTAIN THE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO
ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON.
The pv"te mpnew sdgwW these plans is nq*w►.ubk for assuring the accunxy
and acmptabAty of Me dkrsign hereon. k the event of d5eareponairs arising after
county apo vnd or durmg constnxtoor, the pOW& engalneer shad/ be responsible
for determining an occeptabk solution and mmwng the plans for aWfwal by
the count:
DATE BY MARK APPR. I DATE
ENGINEER REVISIONS COUNTY
DESIGNED BY DRAWN BY CHECKED BY
RECOMMENDED FOR SEAL COUNTY
APPROVAL
A. gra\\
�j11fN
W 1le Lam/ �✓!�N'i?q �Z-�'1'
t^
4 N1, /�
DATE: A f?
.r -7V/
CHECKED BY:
4
DATE:
SEAL
y`'• �E.S Ole y.
La
No. 18165
* Rsg.E.6-30-97
CIV,
'lf OF CAL�F�
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO
INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND
WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO
PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL
THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY.
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL
BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION
REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE
ENCOUNTERED.
10. 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 SECTION 37, 39 AND 94 OF THE STATE
STANDARD SPECIFICATIONS.
11. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS
RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND
MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE,
AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS
FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
12, ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE
INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT
SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN
THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL
REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACH-
MENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO
THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990.
13. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR
INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW
OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT.
E)
SCALE 1"=100'
0
J
W
w
STREET LIGHT I Q10=1. C.F.S.
PI
W
EDGE OF PAVEMENT
FL
FLOW LINE ELEVATION
GB
GRADE BREAK
ROADWAY EXCAVATION .. ........................ .640 CY
GAS VALVE
r
AGGREGATE BASE (AB -2) ..............................490 CY
26' 1'
3
ASPHALT CONCRETE...................................750 TONS
PULL BOX
w
6j
CURB AND GUTTER TYPE A-8 ........................... 570 LF
STREET LIGHT
POINT OF BEGINNING
SIDEWALKS. .2930 SF
RIGHT-OF-WAY
SMH
DRAINAGE INLET STRUCTURES ............................2 EA
w
w
TOP OF CURB ELEVATION
STREET SIGNS.. .1 EA
TOP OF GRATE ELEVATION
( )
BARRICADES..........................................70 LF
OR IMPROVEMENT
DRIVEWAYS............................................2 EA
X
Uwj
STREET LIGHTS.. .3 EA
.....................................
.00%�.
W
THESE QUANTITIES
ARE FOR PERMIT PURPOSES ONLY. CONTRACTORS
SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES.
ROAD
J
TYPICAL SECTION
BLACK ROCK ROAD
T. 1. = 7.5
"R" VALUE = 55
REFER TO RIVERSIDE COUNTY STD. NO. 108
Under
ground
Service Alert
hf � 01 Shcb1l,1 Ce"fOR110
` Call: TOLL FREE
111�i
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES,
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACT
SHALL ASCERTAIN THE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO
ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON.
The pv"te mpnew sdgwW these plans is nq*w►.ubk for assuring the accunxy
and acmptabAty of Me dkrsign hereon. k the event of d5eareponairs arising after
county apo vnd or durmg constnxtoor, the pOW& engalneer shad/ be responsible
for determining an occeptabk solution and mmwng the plans for aWfwal by
the count:
DATE BY MARK APPR. I DATE
ENGINEER REVISIONS COUNTY
DESIGNED BY DRAWN BY CHECKED BY
RECOMMENDED FOR SEAL COUNTY
APPROVAL
A. gra\\
�j11fN
W 1le Lam/ �✓!�N'i?q �Z-�'1'
t^
4 N1, /�
DATE: A f?
.r -7V/
CHECKED BY:
4
DATE:
SEAL
y`'• �E.S Ole y.
La
No. 18165
* Rsg.E.6-30-97
CIV,
'lf OF CAL�F�
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO
INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND
WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO
PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL
THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY.
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL
BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION
REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE
ENCOUNTERED.
10. 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 SECTION 37, 39 AND 94 OF THE STATE
STANDARD SPECIFICATIONS.
11. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS
RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND
MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE,
AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS
FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
12, ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE
INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT
SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN
THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL
REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACH-
MENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO
THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990.
13. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR
INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW
OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT.
E)
SCALE 1"=100'
0
J
W
w
STREET LIGHT I Q10=1. C.F.S.
1-10 FREEWAY
INDEX MAP
APPI QVTD BY DATE3 / 9/9
i TATKJ-` JUP-VF-PSl� '_-O'_*ITY ! :A
R.C.E.NO. 73 73 et EXP.DATE
PREP RED By
DATE
R.C.E.NO. !8165
VICINITY MAP p
N.T.S.
LEGEND
BW
PI
W
EDGE OF PAVEMENT
FL
FLOW LINE ELEVATION
GB
GRADE BREAK
GV
GAS VALVE
PARCEL 1Uj
INVERT ELEVATION
IP
IRON PIPE
PB
PULL BOX
PL
PROPERTY LINE
STREET LIGHT
POINT OF BEGINNING
R/W
RIGHT-OF-WAY
SMH
SEWER MANHOLE
w
w
TOP OF CURB ELEVATION
t
TOP OF GRATE ELEVATION
( )
=
w :,
J
OR IMPROVEMENT
W
/ �tE SHEET 3
BLACK ROCK
ROAD
1-10 FREEWAY
INDEX MAP
APPI QVTD BY DATE3 / 9/9
i TATKJ-` JUP-VF-PSl� '_-O'_*ITY ! :A
R.C.E.NO. 73 73 et EXP.DATE
PREP RED By
DATE
R.C.E.NO. !8165
VICINITY MAP p
N.T.S.
LEGEND
BW
BARBED WIRE
EP
EDGE OF PAVEMENT
FL
FLOW LINE ELEVATION
GB
GRADE BREAK
GV
GAS VALVE
INV
INVERT ELEVATION
IP
IRON PIPE
PB
PULL BOX
PL
PROPERTY LINE
POB
POINT OF BEGINNING
R/W
RIGHT-OF-WAY
SMH
SEWER MANHOLE
TC
TOP OF CURB ELEVATION
TG
TOP OF GRATE ELEVATION
( )
DENOTES EXISTING ELEVATION
OR IMPROVEMENT
CONSTRUCTION NOTES
UNDERGROUND UTILITIES
(PLAN LOCATIONS ARE APPROXIMATE ONLY)
----- S ------SANITARY SEWER LINE
la CONSTRUCT TYPE A-8 CURB PER RIVERSIDE COUNTY STD. NO. 201.
Q CONSTRUCT 40' WIDE CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY
STD. NO. 207
3 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER RIVERSIDE COUNTY STD. NO.
303 (SLOPE REVERSED)
® CONSTRUCT 6' WIDE SIDEWALK PER RIVERSIDE COUNTY STD. NO. 401.
5 CONSTRUCT SIDEWALK & ACCESS RAMP PER RIVERSIDE COUNTY STD. NO. 404.
SAWCUT AND REMOVE EXISTING PAVEMENT. CG
7� CONSTRUCT 0.39' A.C. PAVEMENT OVER 0.50' COMPACTED(BASE MATERIAL.
8 CONSTRUCT 0.36' A.C. PAVEMENT OVER 0.50' COMPACTED BASE MATERIAL.
�9 CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY.
10 FEATHER A.C. OVERLAY (MIN. 2' WIDE) TO FORM A SMOOTH JOIN.
11 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD, NO. 816.
12 INSTALL (EXTEND) BARRICADE PER RIVERSIDE COUNTY STD. NO. 810.
13 INSTALL STREET LIGHT PER STREET LIGHT PLAN.
' NOTE: WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
P.M. 28239-1 C.U.P. N0. 3223 SHEET NO.
J. Ronald White Associates, Inc. COUNTY OF RIVERSIDE
SURVEYING + ENGINEERING • PLANNING SCHEDULE
„ 1
SCHEDULE E
1777 N. ARROWHEAD AVENUE, SAN BERNARDINO, CA 92405 STREET IMPROVEMENT PLANS
PHONE 909/881-3377
SCALE: BENCH MARK: USC & GS E133 RE
SET 1942
A STD. BRASS CAP IN A CONC POST AT THE BLYTHE AIRPORT, APPROX. 1 MI. EASTFOR
�,� �� DATE: OF MESA DR. & 140 FT. NORTH OF OLD U.S. 60 & 188.6 FT WEST OF ROAD TO HANGERS.
EXP.DATE 2-26-97 ELEVATION = 388.447
OF 3 SHTS.
TITLE SHEET FILE N0.
W.O.
9os-Tr
I
:l�j: