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GENERAL NOTES:
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE COUNTY OF SAN BERNARDINO COUNTY
STANDARDS AND SPECIFICATIONS.
STREET IMPRO-VEMENT
PLAN
2.
BENCH MARK DATA - U.S.C. & G.S. OR OTHER DATUM ACCEPTABLE TO THE SAN BERNARDINO COUNTY
TRANSPORTATION/FLOOD CONTROL DEPARTMENT SHALL BE USED. THE BENCH MARK USED AS A BASIS SHALL
BE IDENTIFIED.
CO LINTY OF SAN BERNARDINO
3.
IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUB -GRADE OF ROAD OR UNDER A.C. AND P.C.C.
TRAFFIC CONTROL NOTES:
SHALL BE UNIFORMLY APPLIED AT THE MAUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH
,
PRIOR TO PAVING.
1.
4.
AT THE COMPLETION OF ROUGH -GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION
ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF
SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT,
2. THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
FIELD ENGINEERING DIVISION TRANSPORTATION PERMITS SECTION. FOR REVIEW AND EVALUATION BY THE
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE).
PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF
ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING,
SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS. A STAEMENT OF
4. EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING.
RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R -VALUE TEST PERFORMED,
5. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(a) AND 303(b).
EXISTING r PROPOSED
INCLUDING EXPANSION PRESSURE READINGS, APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION
ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED BY
WEST FL EAST R
REQUIREMENTS HAVE BEEN MET.
6. CONTRACTOR. REMOVAL SHALL BE SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTITIVE.
44,
5.
COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, ALL
ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR.
, / 32 ,2 ' e
SUB -GRADES SHALL BE PERFORMED AT NO COST IO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH
RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY
EXIST 11'3 12'3 EXIST 6.5' ,
THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION PERMIT
7. REPRESENTITIVE.
I EOP I EOP
SECTION, FOR APPROVAL PRIOR -TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
/
ALL EXISTING SIGNING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED
AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO
SHALL BE REPLACED/RESTORED OF SAME KIND AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE
I 6
COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT, FIELD ENGINEERING DIVISION PERMIT SECTION,
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:
8, TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTITIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL
cJ
(A) R -VALUE SIEVE ANALYSIS, AND SAND EQUIVALENT OR AGGREGATE BASES:
SLOPE
FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT
VARIES: 2.09%-3.00%
(B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OR ASPHALT SURFACING.
9. ACCEPTANCE.
3
6.
ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90%
SLOPE
ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANCE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE III)
VARIES: 2.47%-3.08%
RELATIVE COMPACTION (R.C.) AT VARIFYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL
10. REFLECTIVE SHEETING.
BANANA AVENUE
BE DENSIFIED TO 95%.
ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF
CROSS SECTION
7.
ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS
TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF
STATION TO 1
OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.
11. CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
8.
IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, OR DIKE OR CURB AND/OR GUTTER, THE
ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESENT REFLECTIVE SHEETING YELLOW -GREEN.
CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION.
SPECIAL NOTES:
9.
AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY DIVISION, TRANSPORTATION
DEPARTMENT/FLOOD CONTROL DEPARTMENT FIELD ENGINEERING DIVISION, TRANSPORTION PERMIT SECTION
1.
EXISTING PROPOSED
WEST FL EAST Ft
PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN
10.
TRANSPORTATION/FLOOD CONTROL DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
32' 12'
ESTIMATE OF QUANTITIES.
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
11'3 12'3 6.5'
11.
A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT PRIOR TO
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT
EXIST EXIST
I EOP I 11' EOP 21'
ANY CONSTRUCTION ON THIS PROJECT.
2. SHOWN ON THESE PLANS.
, SAWCUTIL ,
12.
ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER POLES, WATER METERS,
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS
VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THE DEVELOPMENT
SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND
I 7
OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT
THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
-
DEVELOPERS EXPENSE AND AT NO COST TO THE SAN BERNARDINO TRANSPORTATION/FLOOD CONTROL
"OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE SLOPE
VARIES:2.09%-3.00%_-
� 5
DEPARTMENT. IT SHALL BE THE OWNER'S REPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED.
3. OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". SLOPE
VARIES: 1.50%-1.92%
13.
CURB AND GUTTER, CROSS -GUTTER AND SPANDRELS SHALL BE CONSTRUCTED SO THAT A MINIMUM OF
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SLOPE
VARIES: 2.637-3.46% 3
PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.50% OR FLATTER SHALL BE WATER TESTED IN THE
SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
BANANA AVENUE
PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO STREET ACCEPTANCE, SECTIONS WHICH HAVE WATER
DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS'
CROSS SECTION
PONDING MORE THAN 6" WIDE, OR MORE THAN 4' SHALL BE REPLACED TO REDUCE PONDING TO THE
4. "CONSTRUCTION SAFETY ORDERS".
STATION 6+00 TO 8+00
MAXIMUM SPECIFIED.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
14.
IF DURING CONSTRUCTION GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS
CROSS SECTIONS
COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
THE SOILS ENGINEER.
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
15.
ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
ENGINEER BEFORE POURING CONCRETE.
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
16.
EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL
OF THE OWNER OR THE ENGINEER.
TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION.
UNAUTHORIZED CHANGES AND USES:
17.
THE PRIVATE ENGINEER IS REPSONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABLITY OF THE WORK
HEREON, IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED
COUNTY OF SAN BERNARDINO.
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE
W
18.
SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF ANY INTERSECTION IT MUST BE
APPROVED BY THE PREPARER OF THESE PLANS.
SLOVER AVE.
MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY IS
LEGEND
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OPEN FOR TRAFFIC. AT THAT TIME IT WILL BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE
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VICINITY OF THE BEGINNING OF THE CURB OR AS OTHERWISE DIRECTED BY THE ENGINEER.
TOP OF CURB TC
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FLOWLINE FL QUANTITIES CONSTRUCTION NOTES
N.T.S. Q Q Q Q
TOP OF AC DIKE TD BANANA AVENUE
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EDGE OF PAVEMENT EOP 42d L.F. 1 sAweur ExlsnNc ASPHALT PAVING -
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9586 SF 1 2 �-CONSTRUCT 0.25' THICK A.C. PAVEMENT OVER 0.67'
BEGIN CURB RETURN BCR `J CLASS II AGGREGATE BASE PER GENERAL NOTE #6
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PROJECT
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END CURB RETURN ECR 257 LF 1 3 F -CONSTRUCT 8' C&G PER COUNTY OF
�/ SAN BERNARDINO STD.
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SITE
#115
CURB FACE CF 663 SF(4 --CONSTRUCT 30' DRIVEWAY PER COUNTY OF
SANTA ANA AVENUE
�T PRIVATE ENGINEERS NOTICE TO CONTRACTOR:
L
BERNARDINo sTD. X129 B.
DI� RTTHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED
�sAN
ASPHALT REMOVAL & REPLACEMENT ;; 1.789 SF (5 F -CONSTRUCT TYPE 'C" SIDEWALK PER COUNTY
`J OF SAN BERNARDINO STANDARD p109
VICINITY MAP
BY ASEARCH RECORDS. TO EEXCEPTEST OF
THE EEXISTING
EXISTING 2400 SF -REMOVE
OUR KNOWLEDGEF ERE ARE NOUTILITIES
AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO
2200 SF 7 -GRIND AND OVERLAY 0.110' AC PAVEMENT MINIMUM
ASPHALT OVERLAY O
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
63 LFCONSTRUCT 8' AC DIKE PER COUNTY OF
SAN BERNARDINO STD. /117.
LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT
SHOWN ON THIS DRAWING.
ASPHALT PAVING D
CALL TOLL FREE BENCHMARK: BM 15-21
NEAL L. SMITHHAMMER
FIELD BOOK REF. COUNTY OF SAN BERNARDINO
STREET IMPROVEMENT PLANS W.O. No.
PpFESS/O,y
1-800-227-2600 e a 1632 HAMEY STREET DEPARTMENT OF PUBLIC WORKS
QUO gMITNyq �c2 REDI.ANDS, CALIFORNIA 92373
TWO FOUND 12 X 12 SPIKE IN POWER POLE (NO cc, �.• 2� (909) 307-1680
DESIGNED BY DRAWN BY CHECKED BY
APPROVED BY: APPROVED BY:
ROAD NO.
WORKING DAYS NUMBER) 36' WEST OF BANANA AVENUE EXTENDED � z
z NO.16757 M PREPARED UNDER THE SUPERVISION OF
BANANA AVENUE 152850JA
BEFORE YOU ON SOUTH SIDE OF S.P. MAIN TRACKS w
d Exp. 6-30-05 "
5AB1,,,mC.D.E.
FILE NO.
DIG C/1/1L Q.
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RECOMMENDED / YID BY ASST. DIRECTOR OF PUBLIC WORKS DATE
STATION 1+14 TO 6+94 108-109
CUP/W141-109/02
Underground Service Alert ELEVAT1 ON: 1008.5310 NEAL L SMITHHAMME
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D S,ZZ•03 529- 3
of Southern California
R.C.E. NO. (oi EXP. <o `.� m�
MARK REVISIONS APPR. DATE CHIEF OF TRAFFIC DIVISION DATE LAND DEVELOPMENT ENGR. DATE ASST. DIRECTOR OF PUBLIC WORKS DATE
APN 236-091-11 SHEET 1 OF 2
5313-1