968n_ssGENERAL SIGNING AND STRIPING NOTES
1. ALL MATERIAL AND WORK. SHALL CONFORM TO 2014 CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES, 2015 CALTRANS STANDARD PLANS AND STANDARD
SPECIFICATIONS, AND THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARDS.
2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED.
ALL STRIPING AND MARKING SHALL MATCH CALTRANS STANDARD PLANS DETAILS
INCLUDING THE STENCILS FOR MARKING.
3. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS
SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES
SHALL BE PAINTED IN TWO COATS.
4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12—INCH WIDE WHITE OR
YELLOW STRIPES.
5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3—INCH PAINTED BLACK STRIPE
SEPARATING THE YELLOW STRIPES.
6. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (811) AND ALL CONCERNED
UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGING UTILITIES DURING CONSTRUCTION,
7. CONTRACTOR SHALL CONTROL DUST AND OTHER NUISANCES, AND KEEP COUNTY
RIGHT—OF—WAY CLEAN OF DEBRIS AT ALL TIME.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND
RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY
THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY
SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING.
9. CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, STRIPING, AND
PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S
APPROVAL PRIOR TO ACTUAL INSTALLATION.
10. CONTRACTOR SHALL APPLY ASPHALT EMULSION TO ALL SURFACE THAT WERE
SANDBLASTED OR GRINDED PRIOR TO RESTRIPING AND REAPPLYING THERMOPLASTIC
MATERIAL.
11. CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT
MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS
AND AS DIRECTED BY THE ENGINEER.
12, CONTRACTOR SHALL INSTALL ALL RPMS WITHIN SEVEN WORKING DAYS OF ROADWAY
STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN
KIND OR REMOVED IN ACCORDANCE WITH THE PLANS OR AS DIRECTED BY THE
ENGINEER.
13, CONTRACTOR SHALL INSTALL SIGN ON A 2" SQUARE PERFORATED STEEL TUBE POST
PER COUNTY STANDARD NO. 1222 UNLESS NOTED OTHERWISE. STREET NAME SIGNS
SHALL CONFORM TO APPLICABLE COUNTY STANDARD NO. 1220 OR 1221,
14. CONTRACTOR SHALL REPLACE ALL SIGNING AND STRIPING DAMAGED DURING
CONSTRUCTION.
15. CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS
DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO
THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER.
GENERAL CONSTRUCTION NOTES
1. ALL MATERIAL AND WORK SHALL CONFORM TO LATEST EDITION OF COUNTY
OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND
STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, 811 AND
ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN
z11V ADVANCE OF EXCAVATION. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE
z APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS
�o AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK.
Q THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE
Q TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. HAND
Q M DIG AS NEEDED OR AS DIRECTED BY THE ENGINEER UNTIL CLEAR OF
OBSTRUCTIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY
z RIGHT-OF-WAY AFFECTED BY CONTRACTOR'S WORK. THE CONTRACTOR SHALL
� Q
z KEEP COUNTY RIGHT-OF-WAY CLEAN OF DEBRIS, WITH DUST AND OTHER
NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET CLEANING
o SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO
STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY
�o o RIGHT-OF-WAY.
w 4. SEE CALTRANS STANDARD STANDARD PLAN ES -1A, ES -113, AND ES -1C FOR
SYMBOLS AND ABBREVIATION LEGENDS.
� � Q
J UTILITY COMPANIES
Q WATER: EASTERN MUNICIPAL WATER DISTRICT
SEWER: EASTERN MUNICIPAL WATER DISTRICT
W ELECTRIC: SOUTHERN CALIFORNIA EDISON
z 3 TELEPHONE: FRONTIER COMMUNICATIONS
i GAS: SOUTHERN CALIFORNIA GAS COMPANY
z I CABLE: SPECTRUM
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N0. 130023
RIVERSIDE, CAFO NIA
CONSTRUCTION NOTES QTY.
11
REMOVE ALL EXISTING CONFLICTING STRIPING AND MARKING BY WET SANDBLASTING......... ....
-
-
O
PROTECT EXISTING STRIPING MARKING OR SIGN ....................... ...................................................................................................
-
-
O3
INSTALL SIGN AND POST PER MUTCD FIGURE 2A-1.......................................................................................................................
7
EA
O
INSTALL SIGN ON STREET LIGHT POLE........................................................................................................................................
2
EA
O
APPLY THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STD. PLAN A24D, TYPE AS INDICATED..........................................................
8
EA
O
PAINT 4" WHITE LANE LINE WITH TYPE G MARKERSPER CALTRANS STD. PLAN A20A, DETAIL 12............................................................
2,331
LF
O7
PAINT 4" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22..................................................................
464
LF
O
PAINT 4" SOLID WHITE EDGE LINE PER CALTRANS STD. PLAN A20B, DETAIL 27B............................................................................
.... 440
LF
O
PAINT 4" SOLID DOUBLE YELLOW MEDIAN WITH TYPE D MARKERS PER CALTRANS STD. PLAN A2013, DETAIL 29 . ............ ................
........ ..... . 408
LF
1p
PAINT TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN A2013, DETAIL 32. . ................................ . .... ...... . .........
.. ........... 1,410
LF
11
PAINT 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38......................................................................
393
LF
12
PAINT 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A ................... . .......... . . .. . ..........
. . . . ........ _ .. , , ... 200
LF
14
PAINT 12" WHITE LIMIT LINE..................................................................................................................................
.................. 154
LF
?5
APPLY THERMOPLASTIC TYPE IV (L) OR (R) ARROW PER CALTRANS STD. PLAN A24A............ . .................... . . . . . . ............
. .. ..... . ..... 4
EA
16
PAINT 4" SOLID WHITE STRIPE. I ............................................................................................................................................
164
LF
17
INSTALL BLUE DOT REFLECTIVE PAVEMENT MARKER............................................................................................................
............ 7
EA
NOTE: APPROVAL
BY THE
TRANSPORTATION
DEPARTMENT IS
FOR WORK
WITHIN
PUBLIC RIGHT-OF-WAY
ONLY
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The private engineer signing these plans Is responsible for assuring the accuracy
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1-800-227-2600
and accepti of the di harm In the event of Ascrepar cies arising
A PUBLIC
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after county approval or drag construction, the private engineer shall be
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UNDERGROUND
SERVICE ALERT
responsible for kternming an acceptable solution and revising the plans for
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NARK I BY I DATE
ENGINEER
REVISIONS
APPR I DATE
COUNTY
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SECTION 12, TOWNSHIP 4 SOUTH, RANGE 4 WEST,
SAN BERNARDINO BASE MERIDIAN
NOT TO SCALE
NOTICE TO CONTRACTORS
CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS REQUIREMENT SHALL CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR, FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCT! RES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED IN FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY
ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE
PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND
ANY OTHER LINES NOT SHOWN ON THESE PLANS.
MAJOR ITEMS TO BE REMOVED HAVE BEEN NOTED ON THESE PLANS,
HOWEVER THE CONTRACTOR IS TO WALK THE SITE FOR VERIFICATION OF
ADDITIONAL SURFACE FEATURES REQUIRING REMOVAL. THE CONTRACTOR IS
RESPONSIBLE TO REMOVE ALL OBJECTS AND MATERIALS (AC, CONCRETE,
TREES, BUSHES, FENCING, ETC.) THAT ARE IN CONFLICT WITH THE NEW
PROPOSED IMPROVEMENTS WHETHER CALLED -OUT OR NOT ON THE PLANS
AND DISPOSE OF LEGALLY. CONTRACTOR IS TO BACKFILL ACCORDINGLY AND
LEAVE SITE IN RELATIVELY LEVEL CONDITION.
ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES
ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL
CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL
SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH
THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION
SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY o
FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS
AND ORDERS.
UNAUTHORIZED CHANGES AND USES
e
z
0
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES —'
OF THESE PLANS. ;
DEVELOPER
RIDER COMMERCE, LLC.
JARED RIEMER
527 W. 7TH STREET, #308
LOS ANGELES, CA 90014
(949)478-1883
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CIVIL ENGINEER
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HUITT-ZOLLARS, INC. 9z
JOHNNY MURAD N
3990 CONCOURS, SUITE 330
ONTARIO, CALIFORNIA 91764
PHONE: (909) 941-7799 Z
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SHEET INDEX
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DESCRIPTION
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TITLE SHEET
CONSTRUCTION NOTES & ESTIMATED QUANTITIES
2
SIGNING AND STRIPING PLAN
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mz�r
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VICINITY
L
W IRIDER STREET
VICINITY MAP \ \ \
SECTION 12, TOWNSHIP 4 SOUTH, RANGE 4 WEST,
SAN BERNARDINO BASE MERIDIAN
NOT TO SCALE
NOTICE TO CONTRACTORS
CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS REQUIREMENT SHALL CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR, FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCT! RES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED IN FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY
ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE
PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND
ANY OTHER LINES NOT SHOWN ON THESE PLANS.
MAJOR ITEMS TO BE REMOVED HAVE BEEN NOTED ON THESE PLANS,
HOWEVER THE CONTRACTOR IS TO WALK THE SITE FOR VERIFICATION OF
ADDITIONAL SURFACE FEATURES REQUIRING REMOVAL. THE CONTRACTOR IS
RESPONSIBLE TO REMOVE ALL OBJECTS AND MATERIALS (AC, CONCRETE,
TREES, BUSHES, FENCING, ETC.) THAT ARE IN CONFLICT WITH THE NEW
PROPOSED IMPROVEMENTS WHETHER CALLED -OUT OR NOT ON THE PLANS
AND DISPOSE OF LEGALLY. CONTRACTOR IS TO BACKFILL ACCORDINGLY AND
LEAVE SITE IN RELATIVELY LEVEL CONDITION.
ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES
ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL
CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL
SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH
THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION
SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY o
FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS
AND ORDERS.
UNAUTHORIZED CHANGES AND USES
e
z
0
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES —'
OF THESE PLANS. ;
DEVELOPER
RIDER COMMERCE, LLC.
JARED RIEMER
527 W. 7TH STREET, #308
LOS ANGELES, CA 90014
(949)478-1883
v
CIVIL ENGINEER
z
HUITT-ZOLLARS, INC. 9z
JOHNNY MURAD N
3990 CONCOURS, SUITE 330
ONTARIO, CALIFORNIA 91764
PHONE: (909) 941-7799 Z
0
V)
SHEET INDEX
SHEET NO.
DESCRIPTION
1
TITLE SHEET
CONSTRUCTION NOTES & ESTIMATED QUANTITIES
2
SIGNING AND STRIPING PLAN
BASIS OF BEARINGS:
THE BASIS OF BEARING FOR THIS SURVEY IS THE
CENTERLINE OF PATTERSON AVENUE, BEARING
N00°06'16"W, AS SHOWN ON PARCEL MAP NO. 24737,
PMB 177/85-86, RECORDS OF RIVERSIDE COUNTY.
PERMANENT BENCH MARK
DC HUI 31/4" ALUMINUM DISC ON TOP OF
CURB 1300' WEST OF ATSF
Huitt-Zollars Inc. Ontario RAILROAD TRACK. NORTH CURB
OF RIDER STREET, STAMPED
3990 CONCOURS, SUITE 450 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 METROPOLITAN WATER DISCTRICT,
BM 435
EPA D UNDER TLL SUPERVISION OF: DESIGNED BY1 J.M. CHECKED BYE J.M.
R.C.E, Nn 67512 ELEVATION = 1512.59' (Ni
DATE 6-30-21 SCALE: FOR:
Nr MORA_U,iii H; AS SHOWN V; N/A
IP 190028
PPT 180023 p
COUNTY OF RIVERSIDE SHEET ND:
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PLOT PLAN NO. 180023 0
SIGNING & STRIPING PLAN m
TITLE SHEET of 2 SHEET
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O REMOVE ALL EXISTING CONFLICTING STRIPING AND MARKING BY WET SANDBLASTING
0 PROTECT EXISTING STRIPING MARKING OR SIGN
O3 INSTALL SIGN AND POST PER MUTCD FIGURE 2A-1
O INSTALL SIGN ON STREET LIGHT POLE
O APPLY THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STD, PLAN A24D, TYPE AS INDICATED
O PAINT 4" WHITE LANE LINE WITH TYPE G MARKERSPER CALTRANS STD. PLAN A20A, DETAIL 12
3 PAINT 4" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22
O8 PAINT 4" SOLID WHITE EDGE LINE PER CALTRANS STD. PLAN A20B, DETAIL 27B
O PAINT 4" SOLID DOUBLE YELLOW MEDIAN WITH TYPE D MARKERS PER CALTRANS STD. PLAN A2013, DETAIL 29
10 PAINT TWO—WAY LEFT TURN LANE PER CALTRANS STD. PLAN A20D, DETAIL 32
11 PAINT 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38
12 PAINT 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A
14 PAINT 12" WHITE LIMIT LINE
15 APPLY THERMOPLASTIC TYPE IV (L) OR (R) ARROW PER CALTRANS STD. PLAN A24A
16 PAINT 4" SOLID WHITE STRIPE
17 INSTALL BLUE DOT REFLECTIVE PAVEMENT MARKER
n18 REPAINT EXISTING DOUBLE YELLOW CENTER LINE
NOTE: APPROVAL
BY THE
TRANSPORTATION
DEPARTMENT IS
FOR WORK
WITHIN
PUBLIC RIGHT—OF—WAY
ONLY
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Q w BEE❑RE DAYS BEFORE
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QN I � U TOLL FREE I — 8 0 0 — 2 2 7 — 2 6 0 0 and acceptability of the design hereon. In the event of discrepancies arising
U 11� A PUBLIC SERVICE BY after county approval or during construction, the private engineer shall be MARK BY DATE
Li Q UNDERGROUND SERVICE ALERT responsible for determining an acceptable solution and revising the plans for REVISIONS
aaoroval by the county 1 ENGINEER
APPR, I DATE
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Huitt-Zollars Inc. Ontario RAILROAD TRACK. NORTH CURB
OF RIDER STREET, STAMPED
3990 CONCOURS, SUITE 450 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 METROPOLITAN WATER DISCTRICT,
BM 435
REP UNDER THE UP'RVISION OF: DESIGNED BY: J.M. CHECKED BY: J.M.
R.C.E. NO. 67512 — ELEVATION = 1512.59' (NGVD29)
SCALE1
FOR;
DATE 6-30-21
�H v n�f IRA H, AS SHOWN v; N/A
COUNTY OF RIVERSIDE
PLOT PLAN NO. 180023
SIGNING AND STRIPING PLAN
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Q w BEE❑RE DAYS BEFORE
Y❑U DIC YOU DIG
0 The private engineer signing these plans is responsible for assuring the accuracy
QN I � U TOLL FREE I — 8 0 0 — 2 2 7 — 2 6 0 0 and acceptability of the design hereon. In the event of discrepancies arising
U 11� A PUBLIC SERVICE BY after county approval or during construction, the private engineer shall be MARK BY DATE
Li Q UNDERGROUND SERVICE ALERT responsible for determining an acceptable solution and revising the plans for REVISIONS
aaoroval by the county 1 ENGINEER
APPR, I DATE
COUNTY
QROf ESS10,yq�
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1 EXPIRATION
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.�„ 31/4" ALUMINUM DISC ON TOP OF
CURB 1300` WEST OF ATSF
Huitt-Zollars Inc. Ontario RAILROAD TRACK. NORTH CURB
OF RIDER STREET, STAMPED
3990 CONCOURS, SUITE 450 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 METROPOLITAN WATER DISCTRICT,
BM 435
REP UNDER THE UP'RVISION OF: DESIGNED BY: J.M. CHECKED BY: J.M.
R.C.E. NO. 67512 — ELEVATION = 1512.59' (NGVD29)
SCALE1
FOR;
DATE 6-30-21
�H v n�f IRA H, AS SHOWN v; N/A
COUNTY OF RIVERSIDE
PLOT PLAN NO. 180023
SIGNING AND STRIPING PLAN
PATTERSON AVE S HARVILL AVE
W,❑ COUNTY
i F?LE NO,
v
P 190028 -
PPT 180023
SHEET NO.
20
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