962o_ssKOKELL AVE
in
a
CENTER ST A F` P �
G
O
1 7 1 T T a l T WVWA
I O YI e�� i # I0 A� ft I IVIVIi i
BEING A PORTION OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4
OF SECTION 22, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SBM
PREPARED FOR -
COACHELLA VALLEY UNIFIED SCHOOL DISTRICT
83 -733 AVENUE 55
THERMAL, CA 92274
(760) 398 -5909
THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE
DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY
NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE
WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.
THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE
EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING
UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING
CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA
CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND
THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR
FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK.
ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR
SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE
CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED.
THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN
GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS
FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND
APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE
CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS.
IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND
CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE
SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR
SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON
CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION.
UTILITIES
WATER COACHELLA VALLEY WATER DISTRICT (760) 398 -2651
SEWER COACHELLA VALLEY WATER DISTRICT (760) 398 -2651
ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303 -7756
GAS THE GAS COMPANY (800) 427 -2200
TELEPHONE VERIZON (800) 483 -5000
CABLE T.V. TIME WARNER (760) 340 -1312
USA UNDERGROUND SERVICE ALERT (800) 227 -2600
CONSTRUCTION NOTES - STRIPING QUANTITY ESTIMATE
FOR PERMIT PURPOSES ONLY
DET 1 — CENTERLINE — 2 LANE HIGHWAYS "CAMUTCD DETAIL 1" 1,809 L.F.
24
7 I 17 7
DET. 21 — DOUBLE YELLOW LINE "CAMUTCD DETAIL 21" 588 L.F.
DET. 27B — RIGHT EDGELINE "CAMUTCD DETAIL 2713" 2,609 L.F
THROUGH TRAFFIC y
NI
CONSTRUCTION NOTES - SIGNAGE QUANTITY ESTIMATE
FOR PERMIT PURPOSES ONLY
STOP Rt —i — 30 "X30" 7 EA
® W1 -6 — 48 "X24" 2 EA
® W1 -7 — 48 "X24" 1 EA
<> TYPE N -1 (CA) — 18 "X18" (MUTCD OM1 -3) 3 EA
of INSTALL SIGN POST PER RIVERSIDE COUNTY
TRANSPORTATION STANDARDS 1220, 1221 &1222 12 EA
CONSTRUCTION NOTES - MARKINGS QUANTITY ESTIMATE
FOR PERMIT PURPOSES ONLY
SIT MARKING PER CAMUTCD FIGURE 3B -20 (CA) 7 EA
NOTE
ALL PAVEMENT MARKINGS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL.
ABBREVIATIONS
E) EAST ESMT. EASEMENT
N NORTH EVC END OF VERTICAL CURB
S SOUTH EX EXISTING
W) WEST FF FINISHED FLOOR
NE) NORTHEAST FG FINISHED GRADE
NW) NORTHWEST FL FLOWLINE
SE) SOUTHEAST FS FINISHED SURFACE
SW) SOUTHWEST GB GRADE BREAK
AC ASPHALT CONCRETE GF GARAGE FLOOR ELEVATION
AP ANGLE POINT HP HIGH POINT
BC BEGINNING OF CURVE HZ HORIZONTAL
BCR BEGIN CURB RETURN INV INVERT
BSL BUILDING SETBACK L# LINE
BOC BACK OF CURB L.F. LINEAL FEET
BS BOTTOM OF STEPS LP LOW POINT
C# CURVE MAX. MAXIMUM
C 1 CENTERLINE MH MANHOLE
mR CURB AND GUTTER MIN. MINIMUM
CATCH BASIN MOC MID —POINT OF CURVE
1 { -CUBIC YARD MVC MID —POINT OF VERTICAL CURVE
EPTH NG NATURAL GROUND
' DRAIN BOX NO. NUMBER
DRAWING N.T.S. NOT TO SCALE
OW'Y" G �` DRIVEWAY OH OVERHEAD
EA. EACH P/L PROPERTY LINE
EC 'END OF CURVE P.C.C. PORTLAND CONCRETE CEMENT
ECR END CURB RETURN PCC POINT OF COMPOUND CURVE
FLEV ELEVATION PE PAD ELEVATION
EP EDGE OF PAVEMENT PIG POINT OF INTERSECTION, GUTTER FL
NOTE:
R :
WORK CONTAINED WITHIN THESE PLANS
A SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND /OR A GRADING
DIAL TWO WORKING PERMIT HAS BEEN ISSUED.
BEFORE DAYS BEFORE
YOU DIG YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE
FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE
TOLL FREE 1-800-2127-2600 DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING
AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE
A PUBLIC SERVICE BY PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING ARKI BY I DATE
UNDERGROUND SERVICE ALERT AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY. NQINFFR
POC
POINT ON CURVE
INDEX
PP
POWER POLE
1
PRC
POINT OF REVERSE
CURVE
PROP.
PROPOSED
3
PT.
POINT
4
PUE
PUBLIC UTILITY EASEMENT
PVI
POINT OF VERTICAL
INTERSECTION
PVMT
PAVEMENT
R/W
RIGHT OF WAY
RAD.
RADIUS
S.D.
STORM DRAIN
S.F.
SQUARE FEET
S/W
SIDEWALK
STA.
STATION
STD.
STANDARD
SWR.
SEWER
TB
TOP OF BERM
TC
TOP OF CURB
TOP OF FOOTING
TOG
TOP OF GRATE
TP
TOP OF PAVEMENT
TRW
TOP OF RETAINING
WALL
TW
TOP OF WALL
TYP.
TYPICAL
VC
VERTICAL CURVE
VERT
VERTICAL
WIDTH
WTR.
WATER
REVISIONS
'A QROFESS /pMf
y �Q`V P� 01 DE L 4 T0 9 .
J 9
w C43880 m
APPR DATE F OF CAti FOQ
LEGEND
R/W
•
MSA CONSULTING, INC.
PLANNwG a Crvm ENGngmo QG ■ LAND S URvEYING
34200 BOB MOPE DRrvE ■ RANCHO MmA ■ CA 92270
TELEPHONE (760) 320 -9811 ■ FAX (760) 323 -7893
:PREPARED UNDER THE SUPERVISION OF:
/ -tJ•If
JULIAN A. DE LA TORRE RCE NO. 43880 DATE
THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY
MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN
EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED
SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT.
NOTE TO CONTRACTOR QUANTITY ESTIMATE
MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE
PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY
ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE
HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT
BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME
OF CONSTRUCTION.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83
(EPOCH 2007) ALONG THE CENTERLINE OF POLK STREET BETWEEN AVENUE 56 AND AVENUE 58, PER
RECORD OF SURVEY 131/66 TAKEN AS
N 00'05'21" E
FEMA FLOOD ZONE -
THE PROJECT AREA IS COVERED BY FIRM PANEL NUMBER 06065C2270G, REVISED AUGUST 28, 2008, WHICH
INDICATES THE PROJECT AREA LIES WITHIN ZONE X (SHADED), DEFINED AS "AREAS OF 0.2% ANNUAL CHANCE
FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH
DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE
FLOOD.
TOPOGRAPHY SOURCE
INLAND AERIAL SURVEYS
7117 ARLINGTON AVENUE, SUITE A
RIVERSIDE, CALIFORNIA 92503
(951) 687 -4252
DATE: MAY 30, 2012
GENERAL SIGNING AND STRIPING NOTES
1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD
PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING
DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD
STANDARD PLANS.
3. THE 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.
4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 —INCH WHITE OR YELLOW STRIPES.
5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 —INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES.
6. THE 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.
7. 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.
B. ALL RPMS SHALL BE INSTALLED 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.
9. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR
AND SLEEVE, FASTENED WITH %- RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL
SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.
10. THE 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.
THE 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.
CENTERLINE
PROPOSED CURB AND GUTTER
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
EXISTING EASEMENT
PROPOSED EDGE OF PAVEMENT
FOUND SURVEY MONUMENT
PROPOSED STREET LIGHT
" 111 BENCHMARK"
DLS KK 516
391.19' (NAVD 88 + 500')
TRAWN BY 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER
DLS OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE,
38.7' EAST OF CENTERUNE
?82 I.P. NO. 1404
COUNTY OF RIVERSIDE
CVUSD DISTRICT OPERATIONS CENTER
OFF -SITE SIGNING AND STRIPING PLANS
COVER SHEET
BEING A SUBDIVISION OF A PORTION OF
;HECKED BY THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SBM
BSK /JAD FOR: W.O. COUNTY
SCALE: FILE NO.
H: AS SHOWN V: CVUSD 2116
SHEET NO.
p
OF - SHTS
SHEET
INDEX
SHEET
DESCRIPTION
1
COVER SHEET
2
PLAN SHEET -
CHURCH STREET
3
PLAN SHEET -
OLIVE STREET
4
PLAN SHEET -
57TH AVENUE
'A QROFESS /pMf
y �Q`V P� 01 DE L 4 T0 9 .
J 9
w C43880 m
APPR DATE F OF CAti FOQ
LEGEND
R/W
•
MSA CONSULTING, INC.
PLANNwG a Crvm ENGngmo QG ■ LAND S URvEYING
34200 BOB MOPE DRrvE ■ RANCHO MmA ■ CA 92270
TELEPHONE (760) 320 -9811 ■ FAX (760) 323 -7893
:PREPARED UNDER THE SUPERVISION OF:
/ -tJ•If
JULIAN A. DE LA TORRE RCE NO. 43880 DATE
THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY
MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN
EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED
SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT.
NOTE TO CONTRACTOR QUANTITY ESTIMATE
MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE
PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY
ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE
HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT
BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME
OF CONSTRUCTION.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83
(EPOCH 2007) ALONG THE CENTERLINE OF POLK STREET BETWEEN AVENUE 56 AND AVENUE 58, PER
RECORD OF SURVEY 131/66 TAKEN AS
N 00'05'21" E
FEMA FLOOD ZONE -
THE PROJECT AREA IS COVERED BY FIRM PANEL NUMBER 06065C2270G, REVISED AUGUST 28, 2008, WHICH
INDICATES THE PROJECT AREA LIES WITHIN ZONE X (SHADED), DEFINED AS "AREAS OF 0.2% ANNUAL CHANCE
FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH
DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE
FLOOD.
TOPOGRAPHY SOURCE
INLAND AERIAL SURVEYS
7117 ARLINGTON AVENUE, SUITE A
RIVERSIDE, CALIFORNIA 92503
(951) 687 -4252
DATE: MAY 30, 2012
GENERAL SIGNING AND STRIPING NOTES
1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD
PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING
DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD
STANDARD PLANS.
3. THE 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.
4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 —INCH WHITE OR YELLOW STRIPES.
5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 —INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES.
6. THE 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.
7. 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.
B. ALL RPMS SHALL BE INSTALLED 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.
9. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR
AND SLEEVE, FASTENED WITH %- RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL
SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.
10. THE 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.
THE 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.
CENTERLINE
PROPOSED CURB AND GUTTER
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
EXISTING EASEMENT
PROPOSED EDGE OF PAVEMENT
FOUND SURVEY MONUMENT
PROPOSED STREET LIGHT
" 111 BENCHMARK"
DLS KK 516
391.19' (NAVD 88 + 500')
TRAWN BY 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER
DLS OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE,
38.7' EAST OF CENTERUNE
?82 I.P. NO. 1404
COUNTY OF RIVERSIDE
CVUSD DISTRICT OPERATIONS CENTER
OFF -SITE SIGNING AND STRIPING PLANS
COVER SHEET
BEING A SUBDIVISION OF A PORTION OF
;HECKED BY THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SBM
BSK /JAD FOR: W.O. COUNTY
SCALE: FILE NO.
H: AS SHOWN V: CVUSD 2116
SHEET NO.
p
OF - SHTS
CONSTRUCTION NOTES - STR IPING
CONSTRUCTION NOTES - SIGNAGE
STOP R1 -1 - 30 "X30"
® W1 -6 - 48 "X24"
<> TYPE N -1 (CA) - 18 "X18" (MUTCD OM1 -3)
of INSTALL SIGN POST PER RIVERSIDE COUNTY
TRANSPORTATION STANDARDS 1220, 1221 &1222
CONSTRUCTION NOTES - MARKINGS
FT MARKING PER CAMUTCD FIGURE 38-20 (CA)
W1 -6 & TYPE N -1 (CA) (MUTCD OM1 -3)
PROPOSED ROW
PROPOSED CURB & GUTTER
en
PROPOSED CURB & GUTTER
PROPOSED EP
—R /W
EXISTING ROW
,( ®�
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ao PROPOSED WALK o DETAIL 1 (487 L.F.) Y Y DETAIL 21 (121 L.F.)
00
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t — — 22+00 — _ 23 +00
PROPOSED EP
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. R/W ...... ._ _... ,.: R /W . „ -_ -R /W .... ....... R /W ° R/W R/W R.W,
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D15 R SCALE i
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-OTE.
WORK CONTAINED WITHIN THESE PLANS
A SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND /OR A GRADING
BE ORE TWO WORKING PERMIT HAS BEEN ISSUED.
DAYS BEFORE
YOU DIG YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE
FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE
TOLL FREE 1-800-997-2600 DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING
AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE
A PUBLIC SERVICE BY PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING
UNDERGROUND SERVICE ALERT AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
1
I
160, NOTE-
ALL PAVEMENT MARKINGS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL.
DE•tA r0 FyC/
m 2
w C43880 m
s
V
BY DATE REVISIONS APPR DATE F OF CAoFO
=NGINEER
1 f DETAIL 21 (150 L.F.) 0 0 — — DETAIL 1 (444 L.F.)
DETAIL 27R (595 L.F.)
R/W R/W R/W �
MSA CONSCI,`I7NG, INC.
PLANNING ■ Crvm ENGINHBRING ■ LAND SuRVBYmG
34200 BOB H OPE DRm ■ RANcxo MmAGH ■ CA 92270
MmEmONE (760) 320 -9811 ■ FAx (760) 323 -7893
UNDER THE SUPERVISION OF:
- r ® = ®®i /r
DE LA TORRE RCE N0. 43880 DATE
DLS KK 516
391.19' (NAVD 88 + 500')
\WN BY 3 BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNE
DLS OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLIN
138.7' EAST OF CENTERLINE.
BSK /JAD SCALE:
H: AS SHOWN V:
I.P. NO. 140022 SHEET No.
COUNTY OF RIVERSIDE
CVUSD DISTRICT OPERATIONS CENTER o
OFF -SITE SIGNING AND STRIPING PLANS 2 0.
OLIVE STREET PLAN VIEW o
BEING A SUBDIVISION OF A PORTION OF OF 3 SHTS a
THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SBM .o
OR: W.O. COUNTY
CVUSD 2116 FILE N0. /V/
li
w
Lu
1
i
i
I
0
I�
J '
ao PROPOSED WALK o DETAIL 1 (487 L.F.) Y Y DETAIL 21 (121 L.F.)
00
a OLIVE STREET
t — — 22+00 — _ 23 +00
PROPOSED EP
M DETAIL 27B (503 L.F.)
. R/W ...... ._ _... ,.: R /W . „ -_ -R /W .... ....... R /W ° R/W R/W R.W,
h
R, -,
EXISTING ROW STOP _ � _ f i
66 \ \
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LLI LLI
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w 7;
m
O
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U
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0 I_ O
Y (n
U Q
LLI 0
= LLJ
U >
Z O
Q
_r m
0- Q
0' 40' 80' 120'
D15 R SCALE i
N „
_ ., - -
-OTE.
WORK CONTAINED WITHIN THESE PLANS
A SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND /OR A GRADING
BE ORE TWO WORKING PERMIT HAS BEEN ISSUED.
DAYS BEFORE
YOU DIG YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE
FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE
TOLL FREE 1-800-997-2600 DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING
AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE
A PUBLIC SERVICE BY PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING
UNDERGROUND SERVICE ALERT AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
1
I
160, NOTE-
ALL PAVEMENT MARKINGS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL.
DE•tA r0 FyC/
m 2
w C43880 m
s
V
BY DATE REVISIONS APPR DATE F OF CAoFO
=NGINEER
1 f DETAIL 21 (150 L.F.) 0 0 — — DETAIL 1 (444 L.F.)
DETAIL 27R (595 L.F.)
R/W R/W R/W �
MSA CONSCI,`I7NG, INC.
PLANNING ■ Crvm ENGINHBRING ■ LAND SuRVBYmG
34200 BOB H OPE DRm ■ RANcxo MmAGH ■ CA 92270
MmEmONE (760) 320 -9811 ■ FAx (760) 323 -7893
UNDER THE SUPERVISION OF:
- r ® = ®®i /r
DE LA TORRE RCE N0. 43880 DATE
DLS KK 516
391.19' (NAVD 88 + 500')
\WN BY 3 BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNE
DLS OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLIN
138.7' EAST OF CENTERLINE.
BSK /JAD SCALE:
H: AS SHOWN V:
I.P. NO. 140022 SHEET No.
COUNTY OF RIVERSIDE
CVUSD DISTRICT OPERATIONS CENTER o
OFF -SITE SIGNING AND STRIPING PLANS 2 0.
OLIVE STREET PLAN VIEW o
BEING A SUBDIVISION OF A PORTION OF OF 3 SHTS a
THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SBM .o
OR: W.O. COUNTY
CVUSD 2116 FILE N0. /V/
a INSTALL SIGN POST PER RIVERSIDE COUNTY
TRANSPORTATION STANDARDS 1220, 1221 &1222
CONSTRUCTION NOTES - MARKINGS
W MARKING PER CAMUTCD FIGURE 313-20 (CA)
W1 -7
TYPE N 1 (CA)
(MUTCD OM1 -3 ) �'
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PROPOSED CURB & GUTTER _
0
DETAIL 1 (481 L.F.) °
v
�= 13 +00 14 +00 15 +00 I 16 +00
PROPOSED EP
DETAIL 27B (650 L.F.)
A
NOTE -
ALL PAVEMENT MARKINGS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL.
H t'UtSLIU JtKVIUt OT Ft"Ait LNGINLtK SHALL dt NtSYUNNULL rUN UtIL MINIM, AR BY DATE APPR DATE 11 1 fl- Q UNDERGROUND SERVICE ALERT AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR REVISIONS
APPROVAL BY THE COUNTY. FNC,INIFFR rnl mlTv
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.`DETAIL 27B (300 L.F.)
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ALL PAVEMENT MARKINGS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL.
H t'UtSLIU JtKVIUt OT Ft"Ait LNGINLtK SHALL dt NtSYUNNULL rUN UtIL MINIM, AR BY DATE APPR DATE 11 1 fl- Q UNDERGROUND SERVICE ALERT AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR REVISIONS
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DETAIL 21 (150 L.F.)
.`DETAIL 27B (300 L.F.)
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I: PROPOSED ROW
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PROPOSED CURB & GUTTER
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