HomeMy WebLinkAbout4383-1STREET IMPROVEMENT PLANS
A55E550R5 PARCEL NUMBER 0235-19 1 -01 GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN
AND THE SAN BERNAKDINO COUNTY STANDARD 5PECIFICATION5.
COUNTY Of SIAN 13ERNARDINO 2. IF ASPHALT CONCRETE 15 TO BE PLACED DIRECTLY ON 5UB-
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STREET IMPROVEMENT PLANS
A55E550R5 PARCEL NUMBER 0235-19 1 -01 GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN
AND THE SAN BERNAKDINO COUNTY STANDARD 5PECIFICATION5.
COUNTY Of SIAN 13ERNARDINO 2. IF ASPHALT CONCRETE 15 TO BE PLACED DIRECTLY ON 5UB-
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14 '
DRAIN DETAIL PROFILE
NT5
REMOVE EXISTING
77177
AC PAVING
/ff.x,
:: AC OVERLAY
UNAUTI�IOI�,I�ED CNAN��5 AND U5�5
CAUTION: THE ENGINEER PREPARING THESE PLAN5 WILL NOT BE RESPONSIBLE
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED 13Y
THE PREPAKER OF THESE PLANS.
VICINITY MAP
THOMAS BROS. GUIDE -N-
PAGE G04, REF. F- I I NT5
4 � �
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MEET CXOTING
' { 9 + 54-5 b x EXISITNG
(7g•g2F5} #* �`� CATCH BASIN
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PROPOSED NEW STREET GRADE
EXISTING CONCRETE HEADWALL
-TO BE REMOVED
/-EXISTING
�� l�`�� FS OF VALLEY BLVD.
l�b �
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-7G.GV" (1 .02%)
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CONSTRUCT 49 LP OF BOX DRAIN
PER SECTION B-13 q'
'**CONTRACTOR TO VERIFY
PRIOR TO CONSTRUCTION
@ 12" O.C.
r #4 @ 12" O.C.
4"
I " CLEAR
8'
3" CLEAR
G"
3" CLEAR
G. 7' G'
5EC:TION A -A
(IN PARKWAY)
5TA 18+29 TO 19+39
NT5
UNDERGROUND SERVICE ALERT
CaII:ToII FREE
1-600
227-2600
TWO WORKING DAYS BEFORE YOU DIG
"CAUTOW: Remember that the U5A Center
notifies only those utilities belonging to
Ile center. 1 -here could be other uttlitie5
present et thewOrk site. The center will
inform you of whom they will notify.
3" CLEAR
#4 @ 24" O.C.
G"
VARI E5
8" TO 18" _
7"
BENCHMARK
CITY BM#525
P.K NAIL IN POWER POLE 3 1 G52 115E AT THE
NORTHEAST CORNER OF BEECH �- VALLEY
ELEV. 1079.02 FT.
RAW
18" HORIZ. BY 12" VERT #4
AT G" O.0 (BOTH 51DES)
F1 1/2" CLEA #4 @° 12" O.C.
1 112" CLEAR
3" CLEAR
-3" CLEAR
13" CLEAR#4 @ G" O.C.
#4 @ 12" O.C.
71 VARIES 3 TO G.7 4-
1
SECTION 5-5
(IN STREET)
5TA 19+39 TO 19+7 1
NT5
TYPICAL X -SECTION
ELM AVE.
5TA 12+58.G TO 19+2 I .5G
NTS
TI=
®
43'
VA ,11-5 15° TO i 8'
I
VAR[E-5
(I .23%TO I, GG%)
15T{NG AC PAVING %TO 4 �8�>
VARIES 2.29% TO 4.GO%
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FLOOD CONTROL DEPARTMENT, FIELD ENGINEERING DIVISION, PERMIT
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CONSTRUCT PCC SIDEWALK PER CO. 5TD. 109 TYPE C. . . . . . . . .5580 5F
SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:
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F.S. OVER DRAIN OU
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2u-
CONSTRUCT 119.G I' OF BOX DRAIN PER SECTION A -A 5-0
14 '
DRAIN DETAIL PROFILE
NT5
REMOVE EXISTING
77177
AC PAVING
/ff.x,
:: AC OVERLAY
UNAUTI�IOI�,I�ED CNAN��5 AND U5�5
CAUTION: THE ENGINEER PREPARING THESE PLAN5 WILL NOT BE RESPONSIBLE
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED 13Y
THE PREPAKER OF THESE PLANS.
VICINITY MAP
THOMAS BROS. GUIDE -N-
PAGE G04, REF. F- I I NT5
4 � �
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MEET CXOTING
' { 9 + 54-5 b x EXISITNG
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PROPOSED NEW STREET GRADE
EXISTING CONCRETE HEADWALL
-TO BE REMOVED
/-EXISTING
�� l�`�� FS OF VALLEY BLVD.
l�b �
T
-7G.GV" (1 .02%)
u� z
�(n
+
m�
CONSTRUCT 49 LP OF BOX DRAIN
PER SECTION B-13 q'
'**CONTRACTOR TO VERIFY
PRIOR TO CONSTRUCTION
@ 12" O.C.
r #4 @ 12" O.C.
4"
I " CLEAR
8'
3" CLEAR
G"
3" CLEAR
G. 7' G'
5EC:TION A -A
(IN PARKWAY)
5TA 18+29 TO 19+39
NT5
UNDERGROUND SERVICE ALERT
CaII:ToII FREE
1-600
227-2600
TWO WORKING DAYS BEFORE YOU DIG
"CAUTOW: Remember that the U5A Center
notifies only those utilities belonging to
Ile center. 1 -here could be other uttlitie5
present et thewOrk site. The center will
inform you of whom they will notify.
3" CLEAR
#4 @ 24" O.C.
G"
VARI E5
8" TO 18" _
7"
BENCHMARK
CITY BM#525
P.K NAIL IN POWER POLE 3 1 G52 115E AT THE
NORTHEAST CORNER OF BEECH �- VALLEY
ELEV. 1079.02 FT.
RAW
18" HORIZ. BY 12" VERT #4
AT G" O.0 (BOTH 51DES)
F1 1/2" CLEA #4 @° 12" O.C.
1 112" CLEAR
3" CLEAR
-3" CLEAR
13" CLEAR#4 @ G" O.C.
#4 @ 12" O.C.
71 VARIES 3 TO G.7 4-
1
SECTION 5-5
(IN STREET)
5TA 19+39 TO 19+7 1
NT5
TYPICAL X -SECTION
ELM AVE.
5TA 12+58.G TO 19+2 I .5G
NTS
TI=
®
43'
VA ,11-5 15° TO i 8'
I
VAR[E-5
(I .23%TO I, GG%)
15T{NG AC PAVING %TO 4 �8�>
VARIES 2.29% TO 4.GO%
43
17.0'
G, 5 10.5' 5AWCUT
15
SLOPE VARIES (/..43 VANES EXISTING AC
1 .29% TO 2.93% I /0 PAVING
2 3 2.00% 9oj
3
,j
EX15TING AC
PAVING
9
`°-EXISTING AC PAVING
TYPICAL X-5ECTION
VALLEY BLVD.
5TA G+44.54 TO 5+50
PRIVATE ENGINEER5 NOTE -5 TO CONTRACTOR
GRADE OF ROAD OR DRAINAGE FACILITIES, A 501L 5TERILANT
CON5TKUCTION NOTE5/E5TIMATE Of QUANTITIE5*
REGISTERED BY THE E.P.A. FOR USE UNDER AC AND PCC SHALL
4
RJB/
BE UNIFORMLY APPLIED AT THE MANUFACTURE'5 RECOMMENDED
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CONSTRUCT G" AC OVER COMPACTED NATIVE (2 1 835 5F)*" 7G4 TONS AC
RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
345 5TH STREET, SUITE B
3. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL
CONSTRUCT 8" PCC CURB t GUTTER PER CO. 5TD. 1 15 . . . . . 930 LF
BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION/
9
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FLOOD CONTROL DEPARTMENT, FIELD ENGINEERING DIVISION, PERMIT
AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR 5TRUCTURE5 SHOWN OR
CONSTRUCT PCC SIDEWALK PER CO. 5TD. 109 TYPE C. . . . . . . . .5580 5F
SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:
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A. R -VALUE, 51EVE ANALYSIS AND SAND EQUIVALENT
LAND PLANNING CIVIL ENGINEERING
CONSTRUCT D/W PER CO. 5TD. 12913 (W=A5 SHOWN), 2390 5F
OF AGGREGATE BASES.
RESPONSIBILITY FOR J01351TE CONDITIONS DURING THE COURSE OF
13. STABILITY, OIL CONTENT AND 51EVE ANALY515 OF
CONSTRUCTION OF T1115 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
CONSTRUCT 8" AC BERM PER CO. 5TD. 1 17. G5 LF
ASPHALT SURFACING.
LANDSCAPE ARCHITECTURE 5UP.VEYING
4. A PERMIT SHALL BE OBTAINED FROM THE COUNTY.
Melvin W. Thatcher, III R.C.E. 39.964 Exp. Dec 31 , 2005
INSTALL 5/W RAMP PER CO. 5TD. I I OA . i EA.
TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION.
DE51GNED DY
DRAM by
5. ALL PIPE LIENS OR SUBSTRUCTURES OF ANY KIND, TELEPHONE
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INSTALL UNDER51DEWALK DRAIN PER CO. STD.2 10 (W=4.0'). I EA.
OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC.,
I MWT
JD/JJO
SHOWN OR NOT SHOWN ON THESE PLANS, WITHIN THE LIMITS
ENGINEER.
5AWCUT EX15TING AC PAVEMENT. . . . . . . . LF
OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE
. . . . . .1070
IMPROVEMENT WORK 15 TO BE DONE SHALL BE REMOVED OR
REMOVE EXISTING AC PAVEMENT. I 1335 5F
RELOCATED AT THE DEVELOPER'S EXPENSE AND AT NO C05T TO
THE SAN BERNARDINO COUNTY TRANSPORTATION
DEPARTMENT. IT SHALL BE THE OWNERS RESPONSIBILITY TO
INSTALL 5' COLD JOINT (MINIMUM O. I' GRIND). 1025 SF
NOTIFY ALL AGENCIES CONCERNED.
I 1
INSTALL MIN O. I' AC OVERLAY. 181 5 5F
G. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH
BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL
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INSTALL D/W PER CO. STD. 128A I EA.BERNARDINO
SUBGRADES SHALL BE PERFORMED AT NO C05T TO SAN
.
COUNTY. A WRITTEN REPORT WITH l H -5E
COMPACTION TE5T5 SHALL BE 5UBMITTCD TO THE SAN BERNARDINO
13
INSTALL PARKWAY OUTLET PER CO. STD.2 10 MOD.(8" x 1 2' OPENING) I EA.
COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT, FIELD
ENGINEERING DIVISION, TRANSPORTATION PERMIT SECTION, FOR
14
INSTALL BOX DRAIN PER DETAIL SHEET I. . . . . . . . . I G9 LF
APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
7. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS
0
INSTALL R2G "NO PARKING " SIGN PER CALTRAN5 MANUAL. . . . . . 5 EA,
SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE
COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5 FEET OF
(31
INSTALL RI 8 (ABOVE R2G SIGN) FOR EAST BOUND TRAFFIC. . _ . I EA.
GRADING PLANE, THE TOP 0.5 FEET 511ALL BE DEN5{FIED TO 95%.
8. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE
INSTALL MINIMUM 2' OVERLAY TO FORM SMOOTH JOIN. 1070 L.F.
WITH THE SPECIFIED LIMITS AND FREQUENCY A5 OUTLINED IN
SECTION G OF SAN BERNARDINO 5TANDARD5 AND
*ESTIMATE 15 FOR BONDING AND PERMIT PURPOSES ONLY,
SPECIFICATIONS.
CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES.
9. IMMEDIATELY FOLLOWING REMOVAL OF EXISITNG PAVEMENT
** PRELIMINARY SECTION ONLY. FINAL SECTION TO BE DETERMINED
OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL
BY SOILS ENGINEER.
DILIGENTLY PURSUE T1115 PORTION OF WORK UNTIL
COMPLETION,
10. AN ENCROACHMENT PERMIT MUST FIR5T BE OBTAINED FROM
TRAFP1C CONTROL-GENEL NOTES:
THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING
APPLICATION AND 115UANCE OF A GRADING PERMIT OR
1. ALL SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT
BUILDING PERMIT.
EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT
I I . TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE
OF TRANSPORTATION,
WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES.
2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE).
12. EXISTING COUNTY ROADS WHICH WILL REQUIRE
3. ALL SIGN5 AND ROADSIDE MARKERS SHALL BE OF HIGH-INTENSITY (FHWA TYPE I 1 1) REFLECTIVE
RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL
SHEETING, EXCEPT STOP SIGNS SHALL 13E DIAMOND GRADE (FHWA TYPE I I I A) REFLECTIVE SHEETING.
TIMES, WITH ADEQUATE DETOURS DURING ACTUAL
4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(A) AND 303(B).
CONSTRUCTION.
5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL 13E
13. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS
REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS
REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE
DIRECTED BY COUNTY REPRESENTATIVE.
SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO
G. ALL CONFLICTING SIGNS 511ALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE
COUNTY TRANSPORTATION DEPARTMENT, FIELD ENGINEERING
CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIC ON THE PLANS ORAS
DIVISION, TRANSPORTATION PERMITS SECTION, FOR REVIEW AND
DIRECTED BY COUNTY REPRESENTATIVE.
EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL
7, ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF
SHALL INCLUDE A PLAT SHOWING THE LOCATION OF SAMPLING, A
REMOVED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH
TABULATION OF THE 51EVE ANALYSIS AND THE SAND EQUIVALENT TEST
THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLI5HED BY THE STATE OF CALIFORNIA,
RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST
DEPARTMENT OF TRANSPORTATION.
DATA SHEETS FOR ALL R -VALUE TEST PERFORMED, INCLUDING EXPANSION
8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION
PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL
PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES
SECTION REQUIREMENTS HAVE BEEN MET.
PRIOR TO PROJECT ACCEPTANCE.
14. IF DURING CONSTRUCTION, GROUND WATER 15 ENCOUNTERED, A
9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY
(FHWA TYPE III) REFLECTIVE SHEETING.
SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION
10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE
DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE
MANUAL OF TRAFFIC°CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. PUBLISHED
DIRECTION OF THE 501L5 ENGINEER.
1.14%
BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
1 1. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING
YELLOW -GREEN.
43
17.0'
G, 5 10.5' 5AWCUT
15
SLOPE VARIES (/..43 VANES EXISTING AC
1 .29% TO 2.93% I /0 PAVING
2 3 2.00% 9oj
3
,j
EX15TING AC
PAVING
9
`°-EXISTING AC PAVING
TYPICAL X-5ECTION
VALLEY BLVD.
5TA G+44.54 TO 5+50
NTS
T1=
REVISIONS
PRIVATE ENGINEER5 NOTE -5 TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FIFE -5, CONDUITS
THATCHER ENGINEERING
NS ER G
4
RJB/
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
& ASSOCIA
ASSOCIA'ES, INC.
MELVI
�� MELVI
17.0'
345 5TH STREET, SUITE B
TN, C
REDLANDS, CA 92374
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AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR 5TRUCTURE5 SHOWN OR
(909) 748-7777 FAY, (909) 748-7776
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{ 0.5
LAND PLANNING CIVIL ENGINEERING
RESPONSIBILITY FOR J01351TE CONDITIONS DURING THE COURSE OF
CIVIL P
CONSTRUCTION OF T1115 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT TH15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LANDSCAPE ARCHITECTURE 5UP.VEYING
CP CAL',
Melvin W. Thatcher, III R.C.E. 39.964 Exp. Dec 31 , 2005
JOD NO. DATE PREPARED
DE51GNED DY
DRAM by
5t1EET
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THI5 PROJECT, EXCEPTING
t
GOG05 10/22/02
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JD/JJO
OF 3
ENGINEER.
NTS
T1=
REVISIONS
TYPICAL_ X-5ECTION
VALLEY BLVD.
5TA 8+50 TO 9+42.35
NT5
TI=
COUNTY Of 5AN BERNARDINO
DEPARTMENT Of PUBLIC WORK.5
DESIGNED BY I DRAWN 13Y I CHECKED BY APPROVED BY
MWT JD
SUBMITTED BY C.D.- A55T DIRECTOR OF TRANSPORTATION DATE
REC MENDED/APPROVED BY
rr
APPR DATE LAND DEVELOPM T ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE
PRIVATE ENGINEER5 NOTE -5 TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FIFE -5, CONDUITS
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
RJB/
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EX15TING UTILITIES EXCEPT AS 511OWN ON THESE DRAWINGS. THE CONTRACTOR
17.0'
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINE
SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY
AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR 5TRUCTURE5 SHOWN OR
NOT SHOWN ON THESE DRAWINGS.
{ 0.5
CONTRACTOR AGREES THAT HE SHALL ASSUME 50LE AND COMPLETE
RESPONSIBILITY FOR J01351TE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF T1115 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT TH15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORK{NG HOURS; AND THAT THE CONTRACTOR 511ALL
DEFEND, IDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
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IN CONNECTION WITH THE PERFORMANCE OF WORK ON THI5 PROJECT, EXCEPTING
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FOR LIABILITY ARISING FROM THE 50LE NEGLIGENCE OF THE OWNER OR THE
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ENGINEER.
TYPICAL_ X-5ECTION
VALLEY BLVD.
5TA 8+50 TO 9+42.35
NT5
TI=
COUNTY Of 5AN BERNARDINO
DEPARTMENT Of PUBLIC WORK.5
DESIGNED BY I DRAWN 13Y I CHECKED BY APPROVED BY
MWT JD
SUBMITTED BY C.D.- A55T DIRECTOR OF TRANSPORTATION DATE
REC MENDED/APPROVED BY
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APPR DATE LAND DEVELOPM T ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE