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GENERAL NO TES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND
THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICA TIONSS,
2 A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTA TION
DEPARTMENT WILL BE REOUIRED PRIOR TO ANY ENCROACHMENT
OR CONSTRUCTION W/ THIN THE COUNTY RIGHTS OF WA Y OR
EASEMENTS.
J. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE
OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC.
SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF
THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR
REL OCA TED A T DEVELOPERS EXPENSE AND A T NO COST TO THE
SAN SERNAROINO COUNTY TRANSPORTATION DEPARTMENT. IT
SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES
CONCERNED.
4. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE
COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING
APPLICA TION AND ISSUANCE OF A GRAD/NG PERMIT OR BUILDING
PERM/T.
5. ALL 0.409' OR LESS CURB GRADES SHALL SE STAKED A T 25 FT
INTERVALS AND FORMS CERTIFIED BY THE ENGINEER BEFORE
POURING CONCRETE.
6. IMMEDIA TEL Y FOLL OWING REMO VA OF EXISTING PA VEMENT OR
DIKES OR CURB AND/OR CURB AND GUTTER. THE CONTRACTOR
SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL
COMPLETION.
7. CURB AND GUTTER, CROSS -GUTTERS AND SPANDRELS SHALL BE SO
CONSTRUCTED THA T A MINIMUM OF PONDING OCCURS; SECTIONS
HA VING GRADIENTS OF 0.509 OR FLA TTER SHALL BE WA TER TESTED
IN THE PRESENCE OF THE INSPECTOR IMMEDIA TEL Y PRIOR TO
ACCEPTANCE. SECTIONS WHICH HA VE WA TER PONDING MORE
THAN 6" WIDE OR MORE THAN 4 FT. LONG SHALL BE SA WCUT AND
REMOVED IN LENGTHS NOT LESS THAN 4 FT AND REPLACED TO
REDUCE PONDING TO THE MAXIMUM SPECIFIED.
8. EXISTING COUNTY ROADS, WHICH WILL REQUIRE
RECONSTRUCTION, SHALL REMAIN OPEN FOR TRAFFIC A T ALL
TIMES, W/TH ADEQUA TE DETOURS DURING ACTUAL
CONSTRUCTION.
9. IF ASPHAL T CONCRETE IS TO BE PLACED DIRE -CTL Y ON SUBGRADE
OF ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED
BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE
UNIFORML Y APPLIED A T THE MANUFACTURER'S RECOMMENDED
RA TE FOR THE FULL PA VEMENT WID TH PRIOR TO PA VING.
10. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH
BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUB -GRADES
SHALL BE PERFORMED A T NO COST TO SAN BERNARDINO COUNTY
A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE
SUBM/TTED TO THE CONTRACTS ADMINISTRA TION DI VISION OF
SAN BERNARDINO COUNTY TRANSPORTA TION DEPARTMENT FOR
APPROVAL PRIOR TO PLACEMENT OF BASE MA TERIAL AND/OR
SURFACING.
11. AT THE COMPLETION OF ROUGH GRAD/NG, A MATERIALS REPORT
AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED
B Y THE ENGINEER TO THE SAN BERNARD/NO COUNTY IRA NSPOR TA TION
DEPAR TMENT, FIELD ENGINEERING DIVISION, TRA NSPORTA TION PERMI TS
SECTION, FOR REVIEW AND EVALUA TION BY THE PA VEMENT MANAGEMENT
SECT/ON THE SUBMITTAL SHALL INCLUDE A PLA T ANAL PSIS AND SAND
EQUI VALENT TEST RESUL IS, A STA TEMENT OF RECOMMENDED STRUCTURAL
SECTION ANO TEST DA TA SHEETS FOR ALL R- VA UE TEST PERFORMED,
INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN
WHEN ALL STRUCTURAL SECTION REQUIREMENTS HA VE BEEN MET
12. A T THE COMPLETION OF PA VING, A MA TERIALS REPORT SHALL
BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION
FIELD ENGINEERING DIVISION, PERMIT SECTION LISTING
ALL TESTS OR DETERM/NA TIONS COMPLETED TO VERIFY
A. R- VALUE SIEVE ANAL PSIS AND SAND EQUIVALENT OF
AGGREGA TE BASES.
B. STABILITY OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT
SURFA CING.
13. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE
WA TER OR SEWER SYSTEM OR EST7MA TE OF QUA NTI TIES.
DIAL TOLL FREE
fi1-800-227--2600
0)'AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
OWNER:
MR. RUBEN GOD/NEZ
14548 80 YL E A VENUE
FONTANA, CA 92337
TRAFFIC CONTROL - GENERAL NOTES
1. ALL SIGNING, STRIPING AND PA VEMENT MARK/NGS SHALL BE IN
CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC
MANUAL, PUBLISHED B Y THE STA TE OF CAL/FORN/A DEPAR TMENT
OF TRA NSP ORTA TION.
2. ALL STRIPING AND PA VEMENT MARKINGS SHALL BE
THERMOPLAST/C (ALKYD BASE TYPE).
3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH -
IN TENSI TY (FHWA TYPE ///) REFLECTIVE SHEETING, EXCEPT STOP
SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE ///) REFLECT/VE
SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA
TYPE IIIA) REFLECTIVE SHEETING.
4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY
STANDARD 303 (A) AND 303 (B).
5. ALL CONFLICTING STRIPING PA VEMENT MARKING NOT SHOWN ON
THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL
SHALL BE ACCOMPLISHED BY SANDBLAST/NG, GRINDING, OR AS
DIREC TED B Y COON TY REPRESENTA T/ VE.
6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED
OR COVERED BY THE CONTRACTOR. REL OCA TABLE SIGNS SHALL
BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY
COUNTY REPRESENTA T/ VE.
7. ALL EXIST/NG SIGNING AND PA VEMENT MARKINGS NOT SHOWN
ON PLANS, /F REMO VED/OBLI TERA TED, SHALL BE
REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH
THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY
THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION
8. THE CONTRA C TOR SHALL NO 77F COON TY REPRESENTA Tl VE TO
SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL
REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL
DEV/CES PR/OR TO PROJECT ACCEPTANCE.
9. ALL CONSTRUCT/ON SIGNS SHALL BE BLACK ON ORANGE
BACKGROUND WITH HIGH INTENSITY (FHWA TYPE ///) REFLECT/VE
SHEETING.
10. ALL CONSTRUCTION SIGNING SHALL BE /N CONFORMANCE WITH
THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS
FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED
BY THE STA TE OF CALIFORNIA, DEPARTMENT OF TRA NSPORTA TION.
11. ALL SCHOOL WARN/NG SINGS SHALL BE DIAMOND GRADE
FLUORESCENT REFLECT/VE SHEETING YELLOW - GREEN.
2'-0*
2'-0' Z
ac �-
SFE NOTE 8
SECTION
INLET TYPE 2
10"
BAR
5/8"0
�u', 9 0° B
ii4
DETAIL OF ANCHOR
CURB FACE ---i
FL
POINT M POINT N
NLET INLET
TYPE 2 1 TYPE
10'
TC GRADE LINE AS
SHOWN ON PROFILE
TOP OF CURB -
FL _
-POINT M POINT N
S
B
GALVANIZED
STEEL ANGLE
ANCHOR
J BAR
SIZE1 SPACING
12'
3'
21/2'x2'x3/8'
2
+3
7'
18'
3'
2 1/2'x2'x3/8'
2
s3
7'
24'
3'
2 1/2'x2',3/8'
2
#3
7'
2'-6'
3'
21/2'%2'x3/8'
2
#3
7'
3'-0'
3'
21/2',2'x3/8'
3
03
7'
3'-6'
3'
21/2'x2'x3/8' 1
3
#3
6'
4'-0'
3'
21/2'x2'x3/8'
3
#3
5'
4'-6' 4'
31/2'x3'xl/2'
3
:3
61/2'
5'-0'
4'
31/2'%3',V2'
3
�3
5'
5'-6'
4'
3 1/2",3'x1/2'
3
e3
4'
6'-0' 4'
3 1/2'%3'x1/2'
3
13
3 1/2'
RECTANGULAR
FRAME AND
COVER PER
STD. Pt AN
152 ------
CONSTRUCTION NOTES
01 CONSTRUCT " A. C. OVER " C.A.B. (CLASS //) PER GENERAL NOTE #11.
�2 CONSTRUCT MIN., 0.1 ' A. C. 0VERLA Y.
O CONSTRUCT 8" CURB & GUTTER PER SAN BERNARDINO COUNTY STD. 115.
O4 CONSTRUCT CONCRETE DRIVE APPROACH PER SAN BERNARDINO COUNTY STD. 129.
O5 CONSTRUCT 4" THICK F.C.C. SIDEWALK PER SAN BERNARDINO COUNTY STD. 109, TYPE S.
O6 CONSTRUCT 2' PARKWAY DRAIN PER APWA STD 151-0 (S=2)
O7 CONSTRUCT REDWOOD HEADER PER DETAIL ON HEREON.
O SA WCUT EX/ST/NG A. C. TO FORM SMOOTH J01M
O INSTALL YELLOW MARKER PER SAN BERNARDINO COUNTY STD. 304.
REMOVAL NOTES
01 REMOVE AND REL OCA TE EXISTING POWER POLE PER DIRECTION OF EDISON.
❑2 REMOVE EX/ST/NG MAIL BOX.
r- HINGE COVER AT
TOP OF FRAME
PIPE PER
IMPROVEMENT
OR GRADING
PLAN24'
��7 SEE
NOTE B
3"
6' MIN.
B SECTION
INLET TYPE I
- CURB FACE
FL
-POINT P POINT 0
A
PLAN
s 10'
S/2
TOP OF CURB
J FL ---
POINT P POINT O
PROFILE
GALVANIZED STEEL SIDEWALK
FINISH
ANG_E
m
�* BATTER 3.12 ,-SEE NOTE 8 N,
8' 6'
MATCH
GUTTER TO SECTION A- A
EXISTING
6' S 6'
1 •3 O 12' MAX.
��
m J BARS
SECTION B -B
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC STANDARD PLAN
JOINT COOPERATIVE COMMITTEE PARKWAY DRAIN 151-0
1993
USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET 1 OF 2
BENCHMARK:
R.R. SPIKE IN POWER POLE NO. 335427E. 19 FT N0, OF C/L
BOYLE AVENUE, 29 FT WEST C/L REDWOOD AVENUE.
REF: CSFB 4015/441 ELEV. 1020.37.
TBM SET CHIS. SO. TOP EXIST CURB 530 FT. EAST OF REDWOOD
AVENUE, 38 FT SO. OF C/L SLOVER AVENUE.
ELEVATION:
C'rzOFESS/p�q
E
No. 43714
Exp. 3/31/2005
srgr CIVIL
F OF CAUL°
EXIST,
IMPRC
QUA NTI TIES
2,621 S. F.
1, 350 S. F.
115 L.F.
1 EA.
335 S. F.
2 EA.
119 L. F
257 L.F.
4 EA.
1 EA.
1 EA.
EXIST,
IMPRC
TYPICAL SECTION
STA. 84-00 THRU 104-00 N. TS.
LAND 2313 E. Philadelphia Street, Ste. F
Ontario, CA 91761
(909) 930-1466
DEVELOPMENT FAX (909) 930-1468
DESIGN PLANNING
CIVIL
CORPORA TION SURVEYING
PREPA U DER E SUPERVISION OF:
EV -RICHER
R.C. 43714 LIC. EXP. 3/3"005 T
TYPICAL SEC TION
STA. 104-00 THRU 104-83 N. T.S.
FIELD BOOK REF.
MARK REVISIONS
PRI VA TE ENGINEER'S NOTE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND
BW BACK OF WALK STRUCTURES OR CONDUITS SHOWN ON THESE PLANS WERE OBTAINED BY A
EG EXISTING GRADE SEARCH OF THE A VA/LABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
FG FINISH GRADE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.
FS FINISH SURFACE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
TC TOP OF CURB PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD
FL FLOW LINE OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS
EP EDGE OF PAVEMENT RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
FF FINISH FLOOR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER
PAD PAD GRADE ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND
TW TOP OF WALL UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON
TF TOP OF FOOTING THESE PLANS.
HP HIGH POINT ACTUAL THICKNESS OF BASE MA TER/AL TO BE DETERMINED B Y SOIL TEST AND
LP LOW POINT RECOMMENDED BY THE SOILS ENGINEER. R- VAL UES, SAND EQUIVALENTS AND
CF CURB FACE STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE COUNTY OF
TG TOP OF GRATE SAN BERNARDINO FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
TRW TOP OF RETAINING WALL
EDF EXTRA DEPTH FOOTING CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM
INV INVERT OF PIPE UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE
TOP OF SLOPE COUNTY ENGINEER MA Y REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR
YN RATE OF SLOPE LEA VING IMPROVEMENTS.
TOE OF SLOPE
�l�J\ EXISTING CONTOUR
- -S- - EXISTING SEWER SPECIAL NO TE FROM PRI VA TE ENGINEER TO CONTRA CTOR
- -W- - EXISTING WATER CONSTRUCTION CONTRACTOR AGREES THA T IN ACCORDANCE W/TH GENERALL Y
EXISTING FIRE HYDRANT ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILI T'Y, FOR JOB SITE
----------- PROPOSED CURB OUTLET CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE,.PROJECT,
------------ INCL UDING SAFETY OF ALL PERSONS AND PROPER TY; THA T THIS
REQUIREMENT SHALL BE MADE TO APPL Y CONT/NUOUSL Y AND NOT LIM/ TED
FINISH CONTOURS TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS
--of� DAYLIGHT LINE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT/NG LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF DES/GN PROFESSIONAL.
OASPHALT PAVING
CONCRETE HOLD HARMLESS AND INDEMNIFICA TION CLAUSE
REMOVAL CONTRACTOR AGREES THA T HE/SHE ASSUME SOLE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONS TRUC TION OF THIS PROJECT. INCLUDING
SAFETY OF CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT
r x
GRIND INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT
4 SHALL APPL Y CONT/NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS,
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER,
THE COUNTY OF SAN BERNARDINO, AND THE ENG/NEER HARMLESS FROM ANY AND ALL
OVERLAY LIAkILI TY, REAL OR ALLEGED, IN CONNECTION W/ TH THE PERFORMANCE OF WORK ON
THI < PROJECT EXCEPT FOR LIABILITY AR/SING FROM THE SOLE NEGLIGENCE OF THE
OWNER, OR THE ENGINEER_
SLOPE TOP FINISH SURFACE
OF STAKE FS ELEV.
PER PLAN /
FINISH GRADEa-
I�� �n
I
�a n
2"X4'X24" REDWOOD
STAKE AT 2'-6" 0. C.
SR DETAIL
N. T.S.
REDWOOD HEADER (2'X8')
NOTE
USE 16d GALVANIZED NAILS
USE 1 'X12 "X2 "- 0 " SPLICE
BLOCK A T SPLICES
20 0 20 40 60
VICINITY MAP
N. Ts. Scale 1 " = 20'
CH/EL', 7-RAF-F/C D/V/SZOAl DATE
COUNTY OF SAN BERNARDINO W. 0. N0.
DEPARMENT OF PUBLIC WORKS STREET IMPROVEMENT PLAN
ROAD N0.
DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: BO YLE A VENUE 177750
KJR CAH KJR %4�C FILE No.
84-00 THRU 10-1-83 148-149
SURMIT Y +S T DIRECTOR TRANSPORTATION DATE SHEET
RE,O END- PP VED BY: 4�i TITLE SHEET , of 2
]RDL VEL M N I I A I N A APP 236 - 062 - 22 JN 3286
NO . U5 2"q 1 oI;: ' _ s'NEt7s