912kk_sppWoo
K
� o0
2:1 MAX
SLOPE
UNMERGROM SERVICE ALERT
CALL: TOLL FREE
1.800
227.2600
Dmftn�"man
VICINITY MAP
N.T.S.
SECTION 8 TOWNSHIP 7S RANGE 9E
R/W
60'
i 40'
STREET
COACHELLA
PROJECT
SITE
4'
6'
8'
12'
12'
8'
7TH
AVENUE
FUTURE
(TO BE REMOVED)
1' AB
IMPROVE
• EP
SIGNING
w
PAVEMENT t�E�
A.C.
FOOT SLOPE
1 /4- PER
FOOT SLOPE
NOW
D
PAVEMENT
1.7x
CURB
TRAFFIC STRIPES, PAVEMENT MARKINGS AND DELINEATORS PER CAI -TRANS TRAFFIC MANUAL, MAINTENANCE
0
W
MANUAL, STD. PLANS AND STD. SPECIFICATIONS, LATEST EDITION.
2:1 MAX
AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUST INFORM COUNTY
Q
ALL SIGNS TO BE INSTALLED ON NEW 4" X 4" WOOD POSTS. ALL SIGNS SHALL BE STD. SIZE UNLESS
COMPACTED suBGRADE SLOPE
OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
OTHERWISE NOTED ON PLANS.
OF CENTER OF BRIDGE: IN THE NORTHEAST CORNIER OF THE SOUTHEAST CONCRETE HEADWALL.
NFIFTH
AVENUE
3.
ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS
SECTION
EAST OF CABAZON.
SHALL MATCH COUNTY STENCILS EXACTLY.
STREET
ADD 200 FEET TO BENCH MARK TO OBTAIN PLAN ELEVATION.
4.
ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING. CONFLICTING
Is
3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
SIGNS SHALL BE REMOVED BY CONTRACTOR.
STA. 48+83.98
TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION,
w
�
(1
!,6
TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS.
Y
2
lo-\
4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING
66TH
AVENUE
HWY 195
2:1 MAX
SLOPE
UNMERGROM SERVICE ALERT
CALL: TOLL FREE
1.800
227.2600
Dmftn�"man
VICINITY MAP
N.T.S.
SECTION 8 TOWNSHIP 7S RANGE 9E
R/W
60'
i 40'
STREET
COACHELLA
PROJECT
SITE
4'
6'
8'
12'
12'
8'
!
EXIST. AC PAVEMENT
FUTURE
(TO BE REMOVED)
1' AB
IMPROVE
• EP
SIGNING
AND STRIPING NOTES
PAVEMENT t�E�
A.C.
FOOT SLOPE
1 /4- PER
FOOT SLOPE
NOW
CURB
PAVEMENT
1.7x
CURB
R/W
L
BASE COURSE -/
COMPACTED SUBGRADE
TYPICAL SECTION
JOHNSON STREET
STD. No. 104
STA. 43+83.98 TO STA. 48+13.98
NTS
30'
30'
R/W
6' 4'
1 1,COOT I R Ij
F007 0P
��21ARC
SLOPE
MIN. 8' GRADED
SHOULDER • 2%
R/W
IMPROVEMENT PLANS
VALLEY UNIFIED SCHOOL DISTRICT
MECCA SCHOOL
GENERAL NOTES
I 8
VARIES 17't to
VARIES 5't to 8' MIN. I
1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY
INiN,
20't
11'f
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
SIGNING
AND STRIPING NOTES
PAVEMENT t�E�
COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF
CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR
FOOT SLOPE
1.7%
1
PERMITS MAY BE REQUIRED.
1.
TRAFFIC STRIPES, PAVEMENT MARKINGS AND DELINEATORS PER CAI -TRANS TRAFFIC MANUAL, MAINTENANCE
�,
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,
MANUAL, STD. PLANS AND STD. SPECIFICATIONS, LATEST EDITION.
2:1 MAX
AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUST INFORM COUNTY
2.
ALL SIGNS TO BE INSTALLED ON NEW 4" X 4" WOOD POSTS. ALL SIGNS SHALL BE STD. SIZE UNLESS
COMPACTED suBGRADE SLOPE
OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
OTHERWISE NOTED ON PLANS.
OF CENTER OF BRIDGE: IN THE NORTHEAST CORNIER OF THE SOUTHEAST CONCRETE HEADWALL.
PHONE: (760) 342-8267 FOR PERMIT CASES (C.U., P.U., P.P., OR VOLUNTARY).
3.
ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS
SECTION
EAST OF CABAZON.
SHALL MATCH COUNTY STENCILS EXACTLY.
STREET
ADD 200 FEET TO BENCH MARK TO OBTAIN PLAN ELEVATION.
4.
ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING. CONFLICTING
STA. 43+83.98
3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
SIGNS SHALL BE REMOVED BY CONTRACTOR.
STA. 48+83.98
TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION,
NTS
COUNTY ORDINANCE N0. 461 AND SUBSEQUENT AMENDMENTS.
5.
TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS.
6.
4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING
ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD.
THE STREET INCLUDING, BUT NOT UMITED TO, TO THE FOLLOWING: SEWER, WATER,
7.
ALL STRIPING SHOWN PER APPLICABLE CALTRANS DETAIL
ELECTRIC, GAS, STORM DRAINS.
8.
THE CONTRACTOR SHALL INSTALL SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THIS
PLAN WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER.
5. IT SHALL BE THE RESPONSIBIUTY 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 TRAVELLING
PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT
BY THE COUNTY.
6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN
CONSTRUCTION NOTES AND QUANTITIES
AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS.
USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED.
(QUANTITIES ARE FOR BID PURPOSES ONLY)
7. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPUED NOT LESS THAN FOURTEEN
DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPUED
O
CONSTRUCT 0.39' A.C. PAVING OVER 0.50' A.B. (SEE GEN. NOTE #10)
446 TNS. A.C. 294 C.Y. A.B.
AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL
2O
REMOVE EXISTING A.C. PAVING
11,050 SF.
CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.
3�
CONSTRUCT TYPE A-6 CURB PER STD. NO. 200
440 LF.
8. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THIS APPROVED PLAN.
4O
CONSTRUCT P.C.C. SIDEWALK (W=6') PER STD. NO. 400 AND STD. 401
2740 SF.
5O
CONSTRUCT
9. AS DETERMINED BY THE TRANSPORTATION DIRECTOR , THE DEVELOPER IS RESPONSIBLE
10' CROSS GUTTER AND SPANDREL PER STD. NO. 209 AND 209A
1,540 SF.
AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO
O
INSTALL STREET LIGHT PER STD. N0, 1001 (SEE GEN NOTE X11)
3 EA.
RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED
TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
7a
CONSTRUCT HANDICAP RAMP PER STD. NO. 403
6 EA-
10. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED
PAINT DOUBLE YELLOW STRIPE PER CALTRANS STD, A20A DETAIL 21 (BY COUNTY)
570 LF.
WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE
90
CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212
PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING
ON ALL OTHER STREETS SHALL REQUIRE SEPERATE LANDSCAPE PLANS. ALL LANDSCAPING
100 LF.
10
INSTALL TYPE "r REFLECTOR (BY CONTRACTOR)
/� EA.
ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO
THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990.
11
INSTALL SR4 SCHOOL SIGN (BY CONTRACTOR)
2 EA.
11. ANY PRIVATE DRAINAGE FACIUTIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY.
APPLY ASPHAULTIC EMULSION
2 TNS.
BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE
INSTAartr W�5-f SCHGY�L S/GN ABY CoN'r�eACv"0.�,
FACIUTIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION
%NDERGROUND
UTILITY NOTES
2 Ems.
DEPARTMENT.
12. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE (5) ACRES MUST OBTAIN
1.
LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM
A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT.
THE BEST AVAILABLE INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN
OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE
OR FAILURE TO SHOW EXISTING SUBSTRUCTURES SHALL NOT RELIEVE THE
STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER
CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION AND
POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE.
PROTECTING ALL SUBSTRUCTURES.
2.
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.
3.
CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO
DAYS PRIOR TO CONSTRUCTION. PHONE: 800-227-2600
I 8
VARIES 17't to
VARIES 5't to 8' MIN. I
INiN,
20't
11'f
BENCHMARK:
1 /4" PER
A.C. DIKE
PAVEMENT t�E�
RIVERSIDE COUNTY BENCHMARK: 603-15-68
FOOT SLOPE
1.7%
1
USC&GS BENCHMARK: G-516
�,
BRASS DISK SET IN CONCRETE, STAMPED "CALIFORNIA DEPARTMENT OF TRANSPORTATION
2:1 MAX
G-516 RESET 1982" AT MECCA, 280 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY
BASE COURSE
COMPACTED suBGRADE SLOPE
111, ABOUT 60 FEET EAST OF CENTER OF STATE HIGHWAY Ili, ABOUT 20 FEET NORTHWEST
OF CENTER OF BRIDGE: IN THE NORTHEAST CORNIER OF THE SOUTHEAST CONCRETE HEADWALL.
A BRASS DISK ABOUT 1 FOOT ABOVE THE HIGHWAY.
TYPICAL
SECTION
JOHNSON
STREET
ADD 200 FEET TO BENCH MARK TO OBTAIN PLAN ELEVATION.
STA. 43+13.98 TO
STA. 43+83.98
ELEVATION = -187.72
STA. 48+13.98 TO
STA. 48+83.98
NTS
•'• moi' � �� � •
C K t 5 rMA/Y
THE PRIVATE EPDIPEER SIBNiIPG THESE PLAPiS IS FESPONSIBLE
FOR ASSURING THE ACCURALY AND AC7CEPTABILITY OF THE DESIGN �/ D � C 19-7
hEFEM. IN THE EVENT OF DWEPAI+CMS AIMIM AFTER C"TY
MFMVAL OR OMM C ONSTRUC`TM4 THE PRIVATE EMD43M DATE BY MARK APPR . dDATTESHALL BE FESPONSME FOR BETEMDCM AN ACCEPTABLE ENGINEER REVISIONS COUNCHECKED:
SMJffM APD FEVM1% THE PLANS FOR APPRDVAL BY THE
COUNTY. DESIGNED BY: DRAWN BY: CHECKED BY:DATE:
SEAL CouNTY
A.
SEAL
1 ES&
Hit
pF� `
W V Z
NO. 044762
EXP. 3-31-98
Ire Ar yaw
F�%T��#RA DEPT, RIVIEFISME CUNTY, CA.
• , 0•�:
R.C.E. NO. C44762 EXP. DATE 3-31-98
NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NO
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR
GRADING PERMIT HAS BEEN OBTAINED.
ALBERT A. 'EBB ASSOCIATES
CIVIL ENGINEERS
3788 MCCRAY ST. RIVERSIDE, CA. 92506
PH. (909) 686-1070
SCALE: i "=4o ' BENCHMARK:
DATE: Nov. 18, 1%7 SEE SHEET i
STREET NPROVE�I�i� PLANS
MS 3711
JOHNSON STREET
TITLE 9fE7
1
OF 2 SHEETS
DWG. NO .
FOR COACHELLA VALLEY W.O. 96-0157 960 157 PRO
UNIFIED SCHOOL DISTRICT