HomeMy WebLinkAbout4665-1TYPICAL SECTION
NOT TO SCALE
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY
STANDARDS AND SPECIFICATIONS.
2. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY -ON SUBGRADE OF ROAD OR DRAINAGE
FACILITIES, A SOI L STER I LANT REGISTERED BY THE E. P. A. FOR USE UNDER A. C. AND P. C. C.
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT
WIDTH PRIOR TO PAVING.
3. AT THE COMPLETION OF ROUGH `.GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL
SECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION
DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL
REQUIREMENTS HAVE BEEN MET.
4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL
GROUND, AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A
WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR
SURFACING.
5. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO SAN BERNARDINO
COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO
VERIFY:
A) R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
6. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION
TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLAN.
THE TOP 0.5' SHALL BE DENSIFIED TO 95%.
7. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND
FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS.AND
SPECIFICATIONS..
8. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE
CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION.
9. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT
PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT.
10. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE
OF QUANTITIES.
11. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY
CONSTRUCTION ON THIS PROJECT.
12. EXPANSIVE SOILS: IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTER, SIDEWALKS
AND DRIVEWAY APPROACHES SHALL BE SCARIFIED TO A DEPTH OF AT LEAST EIGHT (8) INCHES AND
MOISTURE. SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURS
PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL THEN BE PREPARED WITHOUT COMPACTIVE
EFFORT.
13. 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 RELOCATED AT OWNER'S EXPENSE, AND AT NO COST TO THE SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL
AGENCIES CONCERNED.
14. WHENEVER A STREET WITH PREDOMINANT GRADES EQUAL TO 3% OR GREATER IS CLASSIFIED BY
COUNTY AS A WATER CARRIER, DEFLECTOR CURBS OF A TYPE SATISFACTORY TO COUNTY
REQUIREMENTS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF THE DRIVEWAY APPROACHES.
15. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF
PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.50% OR FLATTER SHALL BE WATER TESTED IN
THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE
WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAWCUT AND REMOVED IN
LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED.
16. IF DURING CONSTRUCTION, GROUND WATER IN ENCOUNTERED, A SYSTEM APPROVED BY THE SAN
BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT
THE DIRECTION OF THE SOILS ENGINEER.
ERIC BIRCH HIGH SCHOOL
STREET IMPROVEMENT PLAN
LOCUST AVENUE
BASELINE ROAD
> > > > > O
>I INO.
MILLER AVENUE
LAUREL
DRIVE
SITE
FOOTHILL I I BLVD. I
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VICINITY MAP
NOT TO SCALE
CONSTRUCTION NOTES
QUANTITIES
Ol -
CONSTRUCT 2 X211 A. C. OVER SII CLASS 2 AGGREGATE BASE PER SOILS REPORT.
11, 768
S. F.
2424 CATCH BASIN
QUANTITIES MAY CHANGE AFTER FILL IS IN PLACE AND TESTING -j HAS BEEN COMPLETED.
O2 -
CONSTRUCT 1" MIN A. C. OVERLAY.
4, 134
S. F.
a3 --
CONSTRUCT 8" CURB AND GUTTER PER COUNTY OF SAN BERNARDINO STD. NO. 115.
331
L.F.
O4 -
CONSTRUCT 10' WIDE 4" THICK P. C. C. SIDEWALK PER COUNTY OF SAN BERNARDINO
3, 589
S. F. '
G
STD. NO. 109D.
OF CURB 22. 58 FS
j S 21.58 FL
1.50'
10. 50'
..
a5 -
CONSTRUCT MORTARED ROCK RIP -RAP. (6" DIAMETER MAXIMUM)
16
S. F.
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INSTALL 2 X 4 REDWOOD HEADER,
145
L. F.
Q7 --
INSTALL DISCHARGE STRUCTURE PER _COUNTY OF SAN BERNARDINO STD. NO. 210 -
1
EA.
MODIFIED. ( SEE DETAIL ON SHEET 1 OF 4 SHEETS)
GUTTER
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10. 81
RELOCATE EXISTING POWERPOLE WITH STREET LIGHT. PER S-C•E•
2
EA.
9�--
RELOCATE EXISTING POWERPOLE. PER S.C.E.
1
EA.
m
10
REMOVE EXISTING TREE.
1
EA.
`DIA p�C
11
RELOCATE EXISTING MAILBOX. TO BE COOKDINATED WITH FVe�T OFFICE.
7
EA.
12
INSTALL CORRUGED STEEL ARCH PIPE WITH CONCRETE ENCASEMENT PER DETAIL ON
24
L. F.
J
LL
ECR & DRIVEWAY
SHEET No. 2. (3011 SPAN AND fD!' RIGE)
BACK OF CURB FACE
OF CURB 2� 10 F� X
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13
CONSTRUCT 8" A. C. DIKE PER COUNTY OF SAN BERNARDINO STD. NO. 117.
y
3
L. F.
23.68 TC- ---------
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.RELOCATE OR REPLACE .EXISTINGTREF- TO THE SATISFACTION OF THE PROPERTY OWNER.
2
EA.
- _ GROUND
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NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY AND THEY ARE ONLY AN ESTIMATE i3Y THE
ENC I NEF- R.
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ALHAMBRA FOUNDRY A-2010
24" X 24" GRATE AND FRAME
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Q100 =
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NOT TO SCALE
CALL UNDER GROUND
SERVICE ALERT
48 HOURS BEFORE YOU DIG
1-800-422-4133
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:. BENCHMARK:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS SAN BERNARDINO COUNTY SURVEYOR'S B. M. N0. 7-9:
ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES A BRASS DISK SET IN THE TOP OF CURB AT THE
TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND N. E.- CORNER OF FOOTHILL BLVD. AND LOCUST AVE.,
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 84' N/0 FOOTHILL BLVD., 30' E/0 LOCUST AVE.,
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 6.5� N/0 THE NORTH END OF CURB RETURN, 1' N/0
THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS A 3 X 3.5 STORM DRAIN DROP-IN BOX, 1.5 MILES
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL.WORKING HOURS; AND THAT THE CONTRACTOR EAST ALONG FOOTHILL BLVD. FROM SIERRA AVE.,
SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, THE OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL CITY OF FONTANA, COUNTY OF SAN BERNARDINO.
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ELEVATION = 1307.150 (1970 ADJ.)
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(71 X799-8060
2 BUSINESS CENTER QR, SUITE F
REDLANDS, CA 92 4
SUBMITTED BY C.D.E. ASSISTANT COUNTY ENGINEER ROADS
ATE ASSISTANT ROAD COMMISSIONER -ENGINEER DATE COUNTY ENGINEER
NNETH A. POWERS -R. C. E. 33820
COUNTY OF SAN BERNDARDINO
ROAD DEPARTMENT
DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:
M. L. A. M. L. A ,
DATE
DATE
STREET IMPROVEMENT PLANS
79-80
A. P. N. 243-191-011 02 & 03
ERIC BIRCH HIGH SCHOOL ROAD N0. 00400
LOCUST AVENUE FILE N0.
91-096
W181 -82 -
TITLE SHEET /CROSS SECTIONS SHEET 1 of 4
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BROOKS PRODUCTS
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WITH TRAFFIC GRATE
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12. 00'
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C ENGINEERING
EC= Q CONSTRUCTION and
ENVIRONMENTAL
SERVICES, Inc.
aERVICEa iva.
(71 X799-8060
2 BUSINESS CENTER QR, SUITE F
REDLANDS, CA 92 4
SUBMITTED BY C.D.E. ASSISTANT COUNTY ENGINEER ROADS
ATE ASSISTANT ROAD COMMISSIONER -ENGINEER DATE COUNTY ENGINEER
NNETH A. POWERS -R. C. E. 33820
COUNTY OF SAN BERNDARDINO
ROAD DEPARTMENT
DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY:
M. L. A. M. L. A ,
DATE
DATE
STREET IMPROVEMENT PLANS
79-80
A. P. N. 243-191-011 02 & 03
ERIC BIRCH HIGH SCHOOL ROAD N0. 00400
LOCUST AVENUE FILE N0.
91-096
W181 -82 -
TITLE SHEET /CROSS SECTIONS SHEET 1 of 4
G�IC�.
NO. %U95 I Or- H s+tv-ts