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GENERA L S-0 M _S 7RAFFIC CONNOL L NO 7ES
Q u_A Z Z Lf-
A.C. OVER C, A. B. (CLASS S5 PER GENERAL NOTE 11.
I. ALL SHALL, BE DONE IN ACCORDANCE WITH.THIS PLAN AND 0, CONSTRUC7: N it 25,605 S F
I. ALL L SIGNING, STRIPING AND PA VEMENT MARKINGS SHALL BE IN
THE SAN BERNARDINO COON T Y S TA NOA ROS A NO SPECIFICA TIONS CONSTRUCT MIN. Q. r' OVERLAY PER TYPICAL SECTION 6i 283 S.F,
CONFORMANCE NCE W TH THE CURRENT T EDI TION OF THE TRAFFIC
MANUAL, PURL/SHED BY THE STA IF OF CALIFORNIA DEPARTMENT CONSTRUCT 8" CURB & GUTTER PER SAN, SERNARDINO COUNTY S7D. 115. 937 L. F
2. A,
PERMIT T FROM TME SAN BERNAROINO� COUNTY DEPARTMENT
P CONSTRUCT CONCRETE DRIVE APPROACH PER SAN BERNARDINO COUNTY S49. 1296, 2,711 S, F
Of'PUBLIC WORKS WILL BE REQUIRED PRIOR TO ANY
OF IRA NSPOR TA TION.
ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY (W= VARIES, R=20)
2. ALL L S TRIPING AND PA VEMEN T MARK/NGS RKINGS SHA L L BE RIGHTS OF WAY OR EA SEMEN TS.' CONSTRUCT 4" THICK. P.C. C SIDEWALK PER SAN SERNARDINO COUNTY S7D. 109, TYPE ',C 2,507 S. F
THERMOPLASTIC (ALKYD BASE TYPE).
CONSTRUCT CURB OUTLET STRUCTURE PER SAN BERNARDINO COUNTY S7D. 210. 70 L. F
J. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE (W= NAVIES)
OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC J. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH
SAWCUT EXISTING A.C. TO FORM SMOOTH 101N 2,961 L.F.
SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS Of -
INTENSITY (FHA TYPE ///) REFLECTIVE SHEETING, EXCEPT STOP
. 2
THIS DE VEL OPMEN T OR IN A D,1A CEN T A REA S WHERE SIGNS SHALL BE DIAMOND GRADE (FHAA TYPE REFLECTIVE CONSTRUCT SIDEWALK RAMP PER SAN BERNARDINO COUNTY STD110-A. EA.
(MODIFIED PER R=50)
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR SHEETING.
REL, OCA TED A T DE VEL OPERS EXPENSE AND A T NO COST TO THE CONSTRUCT REDWOOD HEADER PER DETAIL HEREON 205 S.F.
SAN'BERNAROINO COUNTY DEPARTMENT OF PUBLIC WORKS. IT 4 SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY a APPLY THERMOPLASTIC STOP LEGEND AND 12" WHITE LINE LIMIT LINE I EA.'
-24
.SHALL' BE THE 04NER'S RESPONS1,6XITY TO NOTIFY ALL AGENCIES S TA N0A RD JOJ (A) AND .30..E(8). PER CAL TRANS S7D. A D.
CONCERNED. G A PPL Y THERMOPLASTIC SOLID 4 WHITE LINE CAL TRANS SPECIFICA 770N. 150 L.F.
5. ALL CONFLICTING STRIPING PA VEMENT MARKING NOT SHOWN ON APPLY THERMOPLASTIC 4 SKIP YELLOW LINE PER CAL TRAM DE7A& 1.* 460 L -F
4. AN ENCROA CHMEN T PERIVI T MUST FIRST HE 06 TA )NED FROM THE THE PLANS, SHALL BE REMO VED'B Y, CON TRA C TOR. REMO IVA L
COUNTY.• DEPARTMENT OFPUBLICWORKS PRIOR TO MAKING SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS INSTALL YELLOW DEL/NEA TORS PER SAN BERNARDINO S7D. 304. 4 EA.
APPLICA TION AND ISSUANCE OF A GRADING PERMIT OR BUILDING DIRECTED BY COUNTY REPRESEN TA TI VE. INSTALL Wo PARKING" SIGN PFR cAl rRAN STAN DARD (R26). 7 EA.
PERMI T.
6. ALL CONFLICTING SIGNS SHALL BE EITHER. REMOVED, REL OCA TED
REM.OVAL NOES•
•5 LE OR CO VERED 8, Y THE: CON IRA C TOR.' REL 0 CA TA 8L E SIGNS - SNA L L
ALL 0. 40Ao- OR SS CURB GRAD�S SHALL BE, STAKED AT 25 FT
INTERVAL S AND FORMS CERTIFIED BY THE ENGINEER BEFORE BE INS TA L L ED AS SPECIFIED ON THE PLANS OR AS` DIRECTED 8 Y
Fil REMOVE EXIS 77NG PA VEMENT. 8,854 S. F
POURING CONCRE TF C 0 UN T Y REPRESEN TA TI VE.
6. IMM "DIA TEL Y f-OLLOWING REMOVAL OF EXISTING FA VEMENT OR 7. ALL 'EXIS TING SIGNING AND RA VEMENT MARKINGS NOT SHO AN
HOW tLARLES„"AND ,LNDEMNIFICA 77QN CLA
DIKES OR CURB ANDIOR -CURB AND GUTTER..THE CONTRACTOR ON PLANS, IF REMO VED108L IGERA TED SHALL BE
SHALL L DIL IGEN 71 Y PURSUE THIS PORTION OF WORK 'UNTIL REPLACEDIRESTORED OF SAME KIND, AND IN CONFORMANCE WITH CON IRA C TOR AGREES THA T HEISHE ASSUME SOLE RESPONSISIL I T Y FOR JOB SITE
COMPLETION. THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING
THE STA TE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. SAFETY OF CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT
7. CURB AND GUTTER, CROSS -GUTTERS AND SPANDRELS SHALL BE SO INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THA T THIS REQUIREMENT
CONSTRUCTED THA T MINIMUM OF PONDING OCCURS; SECTIONS
8. THE CON IRA C TOR SHALL NO TIF Y COON T Y REPRESEN TA TI VE TO SHALL ADPL Y CON TINUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS,
OR FLATTER T TER SHA L L 3E WA TER TESTED
SCHEDULE STH TRAFFIC DIVISION PERSONNEL FOR A FINAL
HAVING GRADIENTS OF 0.50.,* AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER,
IN THE PRESENCE OF THE INSPECTOR ZYMEDIA TEL Y PRIOR TOREVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL THE COUNTY OF SAN SERNARDINO, AND THE ENGINEER HARMLESS FROM ANY AND ALL
A CCEP TA NCE. SECTIONS WHICH HA VE AA TER PONDING MORE
DEVICES PRIOR TO PROJECT A CCEP TA NCE LIABILITY, REAL OR. ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
THAN 6" WIDE OR MORE THAN 4 FT LONG SHALL BE SAWCUTAND THIS PROJECT, EXCEPT FOR LIASILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
is
REMOVED IN LENGTHS NOT LESS THAN 4 FT AND REPLACED TO 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE OWNER, OR THE ENGINEER,
REDUCE PONDING TO THE MAXIMUM SPECIFIED.
BACKGROUND WITH HIGH INTENSITY (fHWA TYPE REFLECTIVE
SHEETING.
8. LXISTING, COUNTY ROADS, WHICH WILL REQUIRE REDWOOD HEADER (2'X8)
7�1
RECONS 7RUC TION, SNA L L REMAIN OPEN FOR TRAFFIC A T ,ALL SLOPE TOP
10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH
_T OF STAKE
TIML S, WITH ADEQUATE Df OURS DURING ACTUAL' THE CURRENT EDITION TION OF THE MANUAL L OF TRAFFIC CONTROLS S
CONSTRUCTION..
FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED
P. IF A PITA L T CONCRE TE IS, TO BE, P4 A CED DIREC TL Y ON SUBGRA DE
FINISH SURFACE
CE
8 Y THE S TA TE OF CALIFORNIA, DEPA R 7MEN T OF. IRA NSPOR TA 770N.
` OF ROAD -OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED
- E E. P. A. ' OR USE UNDER A. 0. AND P. C C. SHALL BE
BY -71-1 FIIII I EEI I 1=1 I M I 1=1 I l=d I Mi I Ml I I
11. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE �El I Mi I 1=1 I 1=1 I 1=1 I E
U /V/f ORMt Y APPLIED A T THE MANUFACTURE)qS RECOMMENDED
FLUORESCENT REFLECTIVE SHEETING YELLOW GREEN.
RA TF FOR THE FULL PA VEMENT WD TH PRIOR TO PA, ONG,
10 COMPACTION TESTS OF EMSANKMENT CONSTRUCTION, TRENCH
"
E& VA 2E MaWffmg S NO 7F TO QM MA 0 ME
BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUB -GRADES , > x�
SHALL BE PERFORMED A T NO COST TO SAN BERNARDINO COUNTY
A WRI FTEN REPORT W TH THESE COMPA C TION TES IS ,SHALL BE
SUBMI TIED TO THE CON IRA, C IS A DMINIS IRA TION DI VISION OF THE EXISTENCE AND L`OCA TION OF ANY UNDERGROUND UTILITY PIPES AND
SAN: BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS FOR STRUCTURES OR CONDUITS SHOWN .ON THESE PLANS WERE OBTAINED BY A NO TE
A PPRO VA L PRIOR TO PL A CEMEN, T OF BASE MA TERIA L A N010R SEARCH OF THE A VAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
USE 16d GALVANIZED NAILS
SURFA CING. THERE ARE NO LXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS USE l"Xf2"X2"-O".SPLICE 2';X4 "X.24 R4 S00000
C,
THE CON IRA C TOR IS REQUIRED TO TAKE DUE PRECA U TIONA R Y MEASURES TO
BLOCK A T SPLICES STAKE AT 2'-6" 0.
11. A T THE COMPLETION OF ROUGH GRADING, A MA TERIA L S REPORT PROTECT TRE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD
AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED OR NOT SHOWN ON THESE PLANS. IT SHALL SE THE CONTRACTORS
BY THE ENGINEER TO THE SAN BERNARDINO COUNTY DEPARTMENT OF RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILT TIES OR
DER
40
PUBLIC WORKS, FIELD ENGINEERING DIVISION, TRA NSPOR TA TION PERVI IS STRUCTURES CONCERNED BEFORE STARTING WORK CONTRACTOR FURTHER (Q)
N.
SECTION, FOR REVIEW AND E VA L UA TION BY THE PA VEMENT MA NA GEMEN T ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND
NTS
SECTION THE SUBMITTAL SHALL INCLUDE A PLA TSHOWING LOCATION OF UTILITY PIPES"' OR STRUCTURES SHOWN OR NOT SHOWN ON
SAMPLING', A TABULA TION OF SIEGE ANAL YSIS AND SAND EQUI VA L EA1 T TEST THESE PLANS:
NS.
SECTION , AND TEST DA TA SHEETS FOR ALL R - VA L UE TEST PERFORMED,
BW BACK OF WALK -
WT A C TUA L THICKNESS OF BASE MA TERIA L 'TO BE DE TERYINED 8 Y SOIL TEST AND RESULTS, A STA TEME -OF RECOMMENDED STRUCTURAL SECTION AND TEST
-T PERFQ)7UED,, INCLUDING EXPANSION EG EXISTING. GRADE
DATA. SHEETS FOR ALL R -VALUE- TFsts RECOMMENDED BY THE SOILS ENGINEER. R - VALUES, SAND EQUIVALENTS AND
FG FINISH GRADE
PRESSURE READINGS' APPROVAL WILL SE GIVEN WHEN ALL STRUCTURAL
STRUCTURAL SECTION. OF STREETS SHALL BE SUBMITTED TO THE COUNTY OF
FS FINISH SURFACE
T
SEC, ION REQUIREMENTS HA VE BEEN MET SAN BERNARDINO FOR APPROVAL UPON COMPLETION OF ROUGH GRADING'
TC TOP OF CURB
12. A T THE COMPL E TION Of PA VING, 'A MA TERIA L S REPORT ,SHALL FL FLOW LINE
CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM
8E SUBMITTED TO THE SAN BERNARDINO COUNTY DEPARTMENT OF EP' EDGE OF PAVEMENT
_T I _S
UNDERMINING STREET IMPROVEMENTS: UPON INSPECTION OF THE ITE, THE
PUBLIC` WORKS FIELD ENGINEERING DIVISION, PERMIT SECTION LISTING FF FINISH FLOOR
COUNTY ENGINEER MA Y REQUIRE TEMPORARY GUNITE SAALES, ENTERING OR
'TESTS OR DETERMINATIONS COMPLETED TO VERIFY: PAD PAD GRADE
LEA VINE` )MPR 0 VEMEN TS.
TW TOP OF WALL
A. R- VALUE SIEVE ANAL YSIS AND SAND EQUIVALENT OF
TF TOP OF FOOTING
A GGREGA TE BASES.
HP HIGH POINT
S. STABILITY OIL CONTENT AND SIEVE ANALYSIS ASPHALT Of LP LOW POINT
13 DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE
WA TER OR SEWER S YS TSM OR ES T11VA TE OF QUA N TI TIES
C TOR
A L L0_ 7 F ER _0M ER -1 VA_ 7 F EN GIA CER C O -N EA
CONSTRUCTION CONTRACTOR AGREES THAT IN: ACCORDANCE WITH GENERALLY
CUOTION CONTRACTOR WILL BE
ACCEP-TED, CONSTRUCTION PRACTICES, ONST?
REOUIRED TO ASSUME SOLE AND. COMPLETE RESPONSISILITY FOR JOS SITE
CONDITIONS- DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY ,OF,ALL PERSONS. AND PROPERTY; THAT THIS
CON TINUOUSL, . Y - ANL? NOT L I TED
REOUIREMENT SHALL RE MADE TO APPLY M
�TCS NORMAL, WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER'
AGREES' TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
CF
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TOP OF GRATE
TOP OF RETAINING WALL
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-----------
PROPOSED CURB OUTLET
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY
Q)
ARISING FROMTHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL, FINISH CONTOURS
IDAYLIGHT LINE
VICINTY MAP
NTS
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