HomeMy WebLinkAbout2408GENERAL NOTES:
GENERAL.
1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS AND THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 2015 EDITION. CALTRANS STANDARD PLANS - MAY 2010 EDITION,
SHALL IBE UTILIZED WHEN CALLED OUT ON PLANS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESRONSIBLE FOR
ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRt HYDRANTS, ETC. SHOWN
OR NO?T SHOWN ON THESE PLANS WITHIN THE WORK AREA, THE RIGHT-OF-WAY LIMITS, OR IN ADJACENT AREAS WHERE IMPROVEMENT
WORK JS TO BE DONE SHALL BE PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CC.,UCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE
FOR A1NY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHEFR OR NOT SUCH FACILITIES
ARE SIHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES WITHIN THE
CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS.
5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO START OF
CONSTIRUCTION OR ANY PROBLEMS.
6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO START OF EXCAVATION.
7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE BEFORE STARTING WORK, AND SHALL
NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
B. ALL OWISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THESE NO, -,TES SHALL BE BROUGHT
TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK SO INVOLVED.
9. IN NO (CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS.
10. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL AND STATE SAFETY REQUIREMENTS.
11. CONTR*CTOR SHALL DETERMINE LOCATION OF ALL EXISTING UTILITIES IN THE AREA TO BE EXCAVATED PRIOR TO EXCAVATION AND
SHALL iNOT PERFORM ANY WORK THAT WILL DAMAGE EXISTING UTILITIES.
12. PROVIIRED FOR CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING:
A. SAN1 GABRIEL VALLEY MUNICIPAL WATER DISTRICT
COtNTACT MR. DAVE JOHNSON FOR BASE LINE RD.
1402 N. VOSBURG DRIVE
AZLUSA, CA 91702
B. VEfRIZON...................................................................
C. SPRINT .......... -......................................................
D. SOWTHERN CALIFORNIA GAS COMPANY .....I........
P.C). BOX 3003
REIDLANDS, CA,92373
.•••. (626) 969-7911
.......... ..................r..r.r........... .......................................... :..... (760)
245-0330
.................. .....................................................................:..... (800)
521-0579
......................................................................................:..... (909)
335-7583
(909)
335-3919
G VVlvrrrnv�.v�. •r rrr-r� rrr rr-. vrv��vv�
10440 ASHFORD STREET
RAWCHO CUCAMONGA. CA 91730
F. CHARTER COMMUNICATIONS CORPORATION .••.••.•• ..............................• •• •• .......... •
42410 N. HALLMARK PARKWAY
SAtN BERNARDINO, CA 92407
G. SOIUTHERN CALIFORNIA EDISON COMPANY•.•••••••••••••••••••••••••.r..••..•.••••••........................••
7961 REDWOOD AVENUE
FOMITANA, CA 92336
(213) 217-7807
(951) 343-5171
(909) 357-6221
13. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY OF RANCHO CUCAMONGA FIRE
DEPARnMENT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUCTION INDICATING ANY DETOLR AND/OR ROAD
CLOSURES.
14. FOR INISPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE ENGINEERING SERVICES DEPARTMENTt AT (909) 477-2740,
MONDAW - THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE.
15. A PEWIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA AND THE SAN BERNARDINO COUNTY R-RIOR TO ANY
CONSTIRUCTION OR ENCROACHMENT WITHIN ANY CITY OF RANCHO CUCAMONGA/ SAN BERNARDINO COUNTY EAS6MENT OR RIGHTS-OF-WAY.
16. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO OOMMENCEMENT OF ANY
WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
17. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUIGHOUT CONSTRUCTION.
SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
18. ALL PAVEMENT MARKINGS, INCLUDING UTILITY MARKINGS, SHALL BE MADE IN CHALK SPRAY PAINT. IT SHALL BjE THE RESPONSIBILITY
OF THE CONTRACTOR TO REMOVE ALL MARKINGS AT THE CONCLUSION OF THE CONSTRUCTION.
REINFORCED CONCRETE
it ALL CONCRETE SHALL BE MIXED, FORMED, DEPOSITED, PLACED, CURED, AND INSPECTED IN ACCORDANCE WITH CALTRANS 2010
STANDARD SPECIFICATIONS AND STANDARD SPECIAL PROVISIONS.
2. CONCRETE FOR FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, F'c, OF 3,000 P.S.I. IN 28 DAYS.
3. ALL CEMENT SHALL BE TYPE V PER ASTM 150 WITH AN ALKALI CONTENT LESS THAN 0.60%.
4. MAXIMtUM WATER-CEMENTITIOUS MATERIAL RATIO BY WEIGHT SHALL BE 0.45.
5. AGGRaGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE (1" MAXIMUM SIZE.)
6, FLY ASH IS NOT ACCEPTABLE, UNLESS OTHERWISE APPROVED BY ENGINEER.
7. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR;
TO PLACING CONCRETE.
B. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE, UNLESS SPECIFICALLY DETAILED.
9. LOCATION OF ALL CONSTRUCTION JOINTS, NOT SPECIFICALLY INDICATED ON THE PLANS, SHALL BE REVIEWED EW THE ENGINEER PRIOR
TO PLACING AND ORDERING OF REINFORCING.
10. NO BIRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT STEEL OFF THE GROUND.
11. CONCRIETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS OF THE A.C.I. 301.
DAY CREEK CHANNEL
TRAIL SLOPE IMPROVEMENT AT P.E. TRAIL
REINFORCING STEEL
1. ALL REINFORCING STEEL SHALL BE BILLET STEEL PER ASTM A-1615 GRADE 60.
2. SPLICING OF REINFORCEMENT STEEL IS NOT PERMITTED, UNLESS OTHERWISE APPROVED BY THE DESIGN ENGINEER.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT STEEL REQUIRING SPLICING.
STRUCTURALSTEEL
1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE Al ACCORDANCE WITH "SPECIFICATION FOR THE
DESIGN AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, AISC, 14TH EDITION.
2. STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MATERIAL- SPECIFICATIONS:
A. PLATES, ANGLES, CHANNELS - ASTM A36, GRADE 36, Fy=3,I§ KSI
B. STRUCTURAL TUBES - ASTM A500, GRADE B, Fy=46 KSI
3. ALL BOLTS, NUTS, AND WASHERS SHALL CONFORM TO ASTM A -:325N UNLESS NOTED OTHERWISE ON THE DRAWINGS.
4. ALL WELDING SHALL BE PERFORMED BY EXPERIENCED, CERTIFIM WELDERS USING THE ELECTRIC ARC WELDING
PROCESS, E70XX SERIES ELECTRODES FOR WELDING STRUCTURAL STEEL. WELDING SHALL CONFORM TO AISC AND
AWS STANDARDS.
5. ALL WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELM. SIZE OF WELD SHALL BE BASED ON AISC
STANDARDS FOR THICKER PART JOINED.
6, HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OIR PUNCHED. BURNING OF HOLES SHALL NOT BE
PERMITTED.
7. ALL COPES SHALL BE SAWCUT, UNLESS OTHERWISE PERMITTED EBY THE STRUCTURAL ENGINEER IN WRITING.
8. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAAWINGS OF ALL STEEL FOR ENGINEER'S REVIEW PRIOR
TO FABRICATION. SHOP DRAWINGS SHALL NOT CONTAIN ANY REPRODUCTION OF THE STRUCTURAL DRAWINGS.
it FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRRUE WITH ALL LOOSE MATERIAL AND STANDING
WATER REMOVED FROM EXCAVATION.
2. BEFORE CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKU AND APPROVED BY A QUALIFIED
GEOTECHNICAL ENGINEER.
3. ALL FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAIL ENGINEER AND SHALL BE COMPACTED AS PER
THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. INSPECTIONI IS REQUIRED DURING FILL AND COMPACTION.
A MINIMUM 90% COMPACTION, IN ACCORDANCE WITH ASTM D1567 WILL BE REQUIRED.
SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL CONCRETE
EXISTING SURVEY MONUMENTATION
ALL EXISTING SURVEY MONUMENTS WHICH MAY BE DISTURBED BY THIS PROJECT SHALL BE REFERENCED BY
THE CITY CONSTRUCTION SURVEYOR IN ACCORDANCE WITH SECTIION 8771 OF THE CALIFORNIA SURVEYORS ACT,
PRIOR TO THE START OF CONSTRUCTION. ALL MONUMENTS CALLED OUT TO BE PROTECTED IN PLACE, IF
DESTROYED BY THE CONTRACTOR'S OPERATIONS, SHALL BE RESET BY THE CONTRACTOR'S SURVEYOR AT
CONTRACTOR'S EXPENSE.
SAN BERNARDINO COUNTY FLOOD CONTROL DESTRICT REQUIREMENTS:
1. NO EQUIPMENT IN EXCESS OF H-10 HIGHWAY LOADING ANO NO STOCKPILING OF MATERIAL WILL BE
PERMITTED ALONG THE CHANNEL WITHIN A DISTANCE OF ONE-KALF CHANNEL'S SIDEWALL HEIGHT.
2. THE WEIGHT OF ANY PIECE OF EQUIPMENT OR TOTAL WEILGHT OF ANY COMBINATION OF EQUIPMENT
COUPLED TOGETHER USED BEHIND THE CHANNEL SIDEWALL SIHALL NOT EXCEED 35,000 LBS. INCLUDING
DYNAMIC FORCES PRODUCED BY VIBRATOR EQUIPMENT.
3. CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED WITHIN ONE -FOOT OF THE CHANNEL'S SIDEWALL.
4. SHOULD ANY SURVEY MONUMENTATION BE LOCATED DURING THE COURSE OF CONSTRUCTION AND IT IS
FURTHER DETERMINED THAT SUCH MONUMENTATION WILL BE DISTURBED OR DESTROYED DURING
CONSTRUCTION, A LICENSED LAND SURVEYOR, OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE
LAND SURVEY, SHALL SUBMIT A CORNER RECORD SHOWING PRE -CONSTRUCTION TIES PRIOR TO DISTURBING
THE MONUMENT.
PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT:
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE SAN BERNARDINO COUNTY FLOOD CONTROL
DISTRICT FOR ENTRY INTO THEIR RIGHT-OF-WAY TO CONDUCT (WORK.
TEMPORARY BENCH MARK (T.B.M.)
MARKED SPOT ON TOP OF THE EAST SIDEWALL OF DAY CREEK CHANNEL
AT THE LOCATION OF THE NORTH HORIZONTAL BARRIER.
ASSUMED ELEVATION=100.00 FEET
LOCATION MAP
I/ \ AS -BUILT - REVISED SHEETS 2, 3, & 4 I 12/1/16 I �-XP
DESCRIPTION OF REVISION DATEcm
APPROVED:
CITY OF RANCHO CUCAMONGA
No. 38893 �= DAY CREEK CHANNEL
Esp. 03-31-1J * TRAIL SLOPE IMPROVEMENT
\',, cro"`" AT P.E. TRAIL
12. CONCIR£TE MIX DESIGN
A. TME CONTRACTOR SHALL BE RESPONSIBLE TO DESIGN THE MIXES TO PROVIDE AT LEAST THE MINIMUM REQUIREMENTS LISTED. THE
MIIX DESIGNS SHALL BE SIGNED AND SEALED BY A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFOFA}.IIA,
B. CONCRETE MIXES SHALL COMPLY WITH ASTM C-94 AND ACI 318. TRANSPORTING SHALL COMPLY WITH REQUIREMENTS FOR
TIRUCK-MIXED CONCRETE,
C. PHE SLUMP SHALL BE 4 INCHES FOR ALL CONCRETE WORK.
DIGALERT
DIAL TOLL FREE
1-800-422-4133
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
APPROVED BY: DATE: 05104 11 u
CITY ENGINEERRCE: 67514
JA90N c w D
DESIGN
V.V./H.A.
PUN PREPARED BY:
A u f b a u
639 W. Broadway
Glendale, CA 91204
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DATE 4/15/15 REG. DKP.3/31/17
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DESCRIPTION OF REVISION DATEcm
APPROVED:
CITY OF RANCHO CUCAMONGA
No. 38893 �= DAY CREEK CHANNEL
Esp. 03-31-1J * TRAIL SLOPE IMPROVEMENT
\',, cro"`" AT P.E. TRAIL
12. CONCIR£TE MIX DESIGN
A. TME CONTRACTOR SHALL BE RESPONSIBLE TO DESIGN THE MIXES TO PROVIDE AT LEAST THE MINIMUM REQUIREMENTS LISTED. THE
MIIX DESIGNS SHALL BE SIGNED AND SEALED BY A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFOFA}.IIA,
B. CONCRETE MIXES SHALL COMPLY WITH ASTM C-94 AND ACI 318. TRANSPORTING SHALL COMPLY WITH REQUIREMENTS FOR
TIRUCK-MIXED CONCRETE,
C. PHE SLUMP SHALL BE 4 INCHES FOR ALL CONCRETE WORK.
DIGALERT
DIAL TOLL FREE
1-800-422-4133
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
APPROVED BY: DATE: 05104 11 u
CITY ENGINEERRCE: 67514
JA90N c w D
DESIGN
V.V./H.A.
PUN PREPARED BY:
A u f b a u
639 W. Broadway
Glendale, CA 91204
L"� R.C.E. M!0 38883
Vartan V. V.r.rions
DATE 4/15/15 REG. DKP.3/31/17
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SHALL TAKE PLACE AFTER CONSTRUCTION OF THE RETAINING WALL AND PLACEMENT OF BACKFILL.
(O7 PLACE PAVEMENT MARKINGS AND MARKERS PER DETAIL C ON SHEET 3.
(� PROTECT EXISTING STORM DRAIN STUB IN PLACE.
(�9 PROTECT EXISTING HORIZONTAL BARRIER IN PLACE. MODIFY BARRIER AND BARRIER FOOTING PER SECTION C ON SHEET 4..
PAINT HORIZONTAL BARRIER TO MATCH THE EXISTING COLOR OF THE BARRIER. SECTION C IS DRAWN LOOKING NORTH.
( 10 PLACE PAVEMENT MARKINGS TO MATCH THE ADJACENT PAVIEMENT MARKINGS IN WIDTH AND COLOR.
11 INSTALL REFLECTIVE PAVEMENT MARKERS, TYPE H, PER CA.ILTRANS 2010 STANDARD PLAN A20B (TYP)
12 CONSTRUCT CONCRETE RETAINING CURB PER SECTION A S.IHEET 3.
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DESCRIPTION OF REVISION
DATE
CITY
NOTE:
REMOVE AND DISPOSE ALL SOIL AND
ROCK MATERIALS ANIS ALL TRASH AND DEBRIS FROM THE WORK
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AREA. CLEAN SWEEP ASPHALT PAVEMENT PRIOR TO START AND UPON COMPLETION OF THE PROJECT.
DIAL TOLL FREE
R.
639 W. BToodway
SAW -CUT AND REMOVE EXISTING A.C.
PAVEMENT (4 -INCH THICK APPROX.) AND A.C. BERM.
FOR DEPICTION OF THE PROPOSED WORK.
1-800-422-4133
CONSTRUCT 5 -INCH THICK ASPHALTIC
CONCRETE PAVEMENT OVER 6 INCHES OF
Glendale, CA 91204
COMPACTED NATIVE MATERIAL.
CONSTRUCT RETAINING WALL PER SECTION
1 ON SHEET 4 AND PROFILE ON
AT LEAST TWO DAYS
BEFORE YOU DIG
SHEET 5.
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10 5 0 10 20 30
D CONSTRUCT CABLE RAILING PER CALTRANS 2010 STANDARED PLAN 811-47. SEE PROFILE ON SHEET 5. scale feet
—5J CONSTRUCT COBBLESTONE PER CITY STANDARD PLAN 542.. JOIN EXISTING COBBLESTONE. GRAPHIC SCALE
( MODIFY RAIL AND WIRE REVETMENT PER DETAIL SHOWN ON SECTIONS A AND C ON SHEET 4. MODIFICATION
SHALL TAKE PLACE AFTER CONSTRUCTION OF THE RETAINING WALL AND PLACEMENT OF BACKFILL.
(O7 PLACE PAVEMENT MARKINGS AND MARKERS PER DETAIL C ON SHEET 3.
(� PROTECT EXISTING STORM DRAIN STUB IN PLACE.
(�9 PROTECT EXISTING HORIZONTAL BARRIER IN PLACE. MODIFY BARRIER AND BARRIER FOOTING PER SECTION C ON SHEET 4..
PAINT HORIZONTAL BARRIER TO MATCH THE EXISTING COLOR OF THE BARRIER. SECTION C IS DRAWN LOOKING NORTH.
( 10 PLACE PAVEMENT MARKINGS TO MATCH THE ADJACENT PAVIEMENT MARKINGS IN WIDTH AND COLOR.
11 INSTALL REFLECTIVE PAVEMENT MARKERS, TYPE H, PER CA.ILTRANS 2010 STANDARD PLAN A20B (TYP)
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1211116
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DESCRIPTION OF REVISION
DATE
CITY
NOTE:
APPROVED:
CITY OF RANCHO CUCAMONGA
DAY CREEK CHANNEL,
TRAIL SLOPE IMPROVEMENT
AT P.E. TRAIL
APPROVED BY: ^ DATE: 05/04/1L
CITY ENGINEER l
RCE: 67514
DIGALERT
3AC L
DESIGN
PLAN PREPARED BY
RECO MENDED
NOTE:
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PLANS ARE ACCURATE ONLY
DIAL TOLL FREE
R.
639 W. BToodway
DRAWN
9fiEET
FOR DEPICTION OF THE PROPOSED WORK.
1-800-422-4133
Glendale, CA 91204
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BEFORE YOU DIG
C R.C.E. No 3!6893
CHECKED
DRA,WWING N0,
UN RGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
V.V.
Vartan V. Vartanlans
DATE 4 6 11 REG. EXP. 3,'31/17
2408
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CONSTRUCTION NOTES:
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CONCRETE CHANNEL — —
Channel Sidewall
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12 CONSTRUCT CONCRETE RETAINING CURB PER SECTION A THIS SHEET.
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H, PER CALTRANS 2010
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MARKING IMARKING I
14'
MATCH ADJACENT PAVEMENT
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COLOR
DETAIL C
N.T.S.
DELEXTENDED PAVEMENT MARKINGS AND
MARKERS PER DETAIL C ON THIS SHEET
ZDN RE—APPLIED STRIPING
1211116
1211116
0
DESCRIPTION OF REVISION DATE -CITY
APPROVED:
y CITY OF RANCHO CUCAMONGA
PRpFESS/0�
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No. 38893^ m TRAIL SLOPE IMPROVEMENT
YExp. 03-31-1] AT P.E. TRAIL
DIGALERT
NOTE: 141 DIAL TOLL FREE
PLANS ARE ACCURATE ONLY 1-800-422-4133
FOR DEPICTION OF THE PROPOSED WORK.W AT LEAST Two DAYS
BEFORE YOU GIG
UNDERGROUND SERVICE ALERT OF SOMERN CALFORNIA
APPROVED BY: DATE: 0`11601•
I
I
1
LO
DESIGNPLAN
LL----
1
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N
A u f b a u
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639 W. Broadway
I
Lu
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A.P.N. 1089-031-0¢0000
(OWNER, SAN BERNARDINO COUNTYFLOOD
CONTROL 01STR1CTJ
CHANNEL WALL
301+00
�AYC�I BER�FiANNEL----�--
N —SEE DETAIL C
THIS SHEET
Y DIRT
I
I
SAN BERNARDINO COUNTY FLOOD
CONTROL DISTRICT RIGHT-OF-WAY
CONSTRUCTION NOTES:
0
302+00
- — - — - — - — - — - — - — - — - — - — - -- --
!of_CHAN_NEL _
CONCRETE CHANNEL — —
Channel Sidewall
Chain Link. Fence
12 CONSTRUCT CONCRETE RETAINING CURB PER SECTION A THIS SHEET.
EXISTING
PAVEMENT MARKING EXISTING
PAVEMENT MARKINGS
�—
EXISTING AREA
PAVEMENT MARKERS I DRAIN
I
I
jW_1 k�
0 r-- —_-----------------
r- ----------------
LID
A.C. BERM
II
I
Ism
I
II¢
DIRT
10 5 0 10 20 30
scale feet
GRAPHIC SCALE
REfBRBNCE MORTH
A.C.. FILL 6"
EXISTING A.C. (BERM
N
00
EXISTING ;A.0
PAVEMENT
12"
SECTION A
N.T.S.
.XISTING GROUND
'ROFILE
PROPOSED CONCRETE
RETAINING CURB
INSTALL REFLECTIVE
PAVEMENT MARKERS, TYPE
H, PER CALTRANS 2010
STANDARD PLAN A20B.
(TYP)
PROPOSED PAVEMENT 1EXISTING PAVEMENT
MARKING IMARKING I
14'
MATCH ADJACENT PAVEMENT
MARKINGS' WIDTH AND
COLOR
DETAIL C
N.T.S.
DELEXTENDED PAVEMENT MARKINGS AND
MARKERS PER DETAIL C ON THIS SHEET
ZDN RE—APPLIED STRIPING
1211116
1211116
0
DESCRIPTION OF REVISION DATE -CITY
APPROVED:
y CITY OF RANCHO CUCAMONGA
PRpFESS/0�
�o V . VAl�j. ql
e� DAY CREEK CHANNEL
No. 38893^ m TRAIL SLOPE IMPROVEMENT
YExp. 03-31-1] AT P.E. TRAIL
DIGALERT
NOTE: 141 DIAL TOLL FREE
PLANS ARE ACCURATE ONLY 1-800-422-4133
FOR DEPICTION OF THE PROPOSED WORK.W AT LEAST Two DAYS
BEFORE YOU GIG
UNDERGROUND SERVICE ALERT OF SOMERN CALFORNIA
APPROVED BY: DATE: 0`11601•
CITY ENGINEER
_
LD 67514
JASON C. W Y RDE:
DESIGNPLAN
PREPARED BY;
RECO ENDED
V.V./H.A.
A u f b a u
�.
639 W. Broadway
DRAWN
Glendale, CA 91204
E�
H.A.
� R.C.E. NO 35$83
WI or 8
CHECKED
DRAWING N0.
V.v. V
a On �/. VOrLaOlpn9
DATE 4/6/16 REG. EXP.3 3' '.'. 1]
2i
2408
SEE SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
REQUIREMENTS ON SHEET 1
CHANNEL SIDEWALL AND
CHAIN LINK FENCE
u v
15'_91TV
ENSIGN IS SUBJECT TO A MINOR INC
AT THE F CONSTRUCTION E
DIRECTION OF SA 0 COUNTY FLOG'LD
CONTROL DIS 0 A LIM OVED BY
TH NEER OF WORK.)
PROPOSED
f AC PAVEMENT
f'l
II
I i �'2
II I
EXISTING
it = ii PAVEM T E
II EXISTING r
ii CHANNEL II
L------------- l--- - 0
L---------------------------�
SECTION A
N.T.S.
EXISTING BARRIER PROTECT IN PLACE
CHANNEL SIDEWALL AND---------------
CHAI'N LINK FENCE r --------------
PROPOSED
III 'AC PAVEMENT
2%
jl SPPE
W
I IL J W
II EXISTI 1--
EXISTING CHANNEL P ME
n' d
II V)
2%
SLOPE
w
z
J
PROPOSED
RETAINING WALL
NEW BARRIER CONSTRUCTION
RAIL AND WIRE REVETMENT.
CUT THE TOP 1' BELOW
FINISH GRADE FOLLOWING THE
CONSTRUCTION AND BACKFILL
OF THE RETAINING WALL
STRUCTURAL BACKFILL
MINIMUM 90%
COMPACTION
SEE DLETAIL A THIS SHEET
SEE DETAIL B THIS SHEET
RAIL AND WIRE REVETMENT.
CUT THE TOP 1' BELOW
FINISH GRADE FOLLOWING THE
CONSTRUCTION AND BACKFILL
OF THE RETAINING WALL
PROPOSED
�i
RETAINING WALL
-jZEN
SECTION C - LOOKING NORTH
(SEE CONSTRUCTION NOTE 9 ON SHEET 2 OFFS
N.T.S.
EXISTING 6" X 3" X a"
STRUCTURAL TUBING
12" X 4" X 4" PLATE
6" X 3" X A"
STRUCTURAL TUBING
n9Teu A
1V . 1 .3.
6" X 3" X 1s" STRUCTURAL
TUBING WITH 2 HOLES TOP
AND BOTT(OM
�11 6" THICK( WELDED END PLATE
2-j" DIA. EsOLTS
PLATE TO
.. PC)ST
6" X 3" X 6"
STRUCTURAL TUBING
0
TOP OF COBBLESTONE
PAVING
aIle
14"' X 14"
CONCRETE SQUARE FOOTING
3"
EXISTING STEEL BRIDGE
---- --
CHANNEL SIDEWALL AND -- --- - II
CHAIN LINK FENCE
PROPOSED
o AC PAVEMENT
_ �
2_ FLOW
II a_2%
Q LINE S�OPEI
EXISTING BRIDGE
�_--_ ABUTMENT
EXISTING z w
II PAVEMENT W z J
II �
EXISTING
l CHANNEL c< o
r Q
I
-IL------------- --- --
4"
(TYP)
l�
nCTeu R
1v.1.a.
1" CLR.
CD
I
M
#4 - TOTAL 4
(TYP)
e
SECTION B
N.T.S.
2- #4
#4 CONTINUOUS (TOTAL 6
#5 L @16" O.C.
CONSTRUCTION JOINT -
#5 @16" O.C.
CLEAR
(TYP)
12"
1" CHAMFER
TYPICAL AT ALL 90" EDGES
(HORIZONTAL AND VERTICAL)
POST POCKETS PER
CALTRANS STD. PLAN
B11-47 NOT SHOWN FOR
CLARITY PURPOSES
#4 (TOTAL 7)
#4 E] #5 J @16" O.C.
TOTAL 4 3'-6" 2'-0"
SECTION 1
N.T.S.
1//67514
EXP. 6/3O/_(Z
No. 38893 61)
Exp. 03-31-17 .a
DIGALERT
NOTE; DIAL TOLL FREE
PLANS ARE ACCURATE ONLY 1-800-422-4133
FOR DEPICTION OF THE PROPOSED WORK. AT LEAST TWO DAYS
BEFORE YOU DIG
i
PROPOSED
RETAINING ',A/ALL
Z\ REVISED DIMENSION
12/1/16
D
w
DATE
ci
cy
APPROVED:
W
DAY CREEK CHANNEL
TRAIL SLOPE IMPROVEMENT
AT P.E. TRAIL
APPROVED BY: DATE: os J0gJ1u
N
O
DESIGN
I
w
_
A u f b a u
N
�.
639 W. Broadway
#4 (TOTAL 7)
#4 E] #5 J @16" O.C.
TOTAL 4 3'-6" 2'-0"
SECTION 1
N.T.S.
1//67514
EXP. 6/3O/_(Z
No. 38893 61)
Exp. 03-31-17 .a
DIGALERT
NOTE; DIAL TOLL FREE
PLANS ARE ACCURATE ONLY 1-800-422-4133
FOR DEPICTION OF THE PROPOSED WORK. AT LEAST TWO DAYS
BEFORE YOU DIG
i
PROPOSED
RETAINING ',A/ALL
Z\ REVISED DIMENSION
12/1/16
D
DESCRIPTION OF REVISION
DATE
ci
APPROVED:
CITY OF RANCHO CUCAMONGA
DAY CREEK CHANNEL
TRAIL SLOPE IMPROVEMENT
AT P.E. TRAIL
APPROVED BY: DATE: os J0gJ1u
CIN ENGINEER
JASON c w L RCE: 6]51a
DESIGN
PLAN PREPARED BY:
RECO ENDED
V.V./H.A.
A u f b a u
�.
639 W. Broadway
DRAWN
IfHEET
Glendale, CA 91204
H.A.
x/l/ R.C.E. NO 3893
4 of 8
CHECKED
DRAWING N0.
V.V.
Vartan V. Vartanian.
DATE 4 6 16 REC. EXP.3 '71 1]
2408
Y Y
12" 4' EQ EQ EQ EQ EQ EQ Y r W EQ EQ EQ EQ EQ EQ EQ EQ EQ W
(NP) inP n ¢ O CD Err N O
m O T m 0C13 CO Co N
Lu vj
0 II II p 11 If II II
LL LL
105.00 C7 1= am (D F - m CD F' m 105.00
11' 11' CABLE RAILING POST
(TYP)
12'
FINISH GRADE BEHIND (TyP)
(TYP -------------
100.00 SEE NOT 1 W -------_____ 100.00
Z SURFACE PROFILEI ~--------- _ TOP OF WALL PROFILE
co ALONG THE LAYOUT I I SEE NOTE 2 -`--------
PROPOSED FINISH, i\ ------ ___
nr---- II � ' SEE NOTE 3 SURFACE PROFILE � -ll
NG THE LAYCIU T1
FOOTING _ I 2.5' w 2.5'I TYP
— � ) LINE
PROFILE s'BOTT OF -------- -- I
95.00 ------ _ I 95.00
PROFILIE
- - _ _ _ ,� SEE EXISTING FINISH EXISTING FINISH
NOIE4 SURFACE PROFILE
ALONG THE LAYOUT LINE SURFACE PROFILE
90.00 ----_ �
- 90.00
66.5' 8.5' 8.5' 86.5' 3'
J �
Q
Q
z J
O
z_ z z
Z
Cco
M CVO hc�G^ Z_
�O� �m6 �Ocf) Zco
Im
W O rn
Z a)33II Z II II
14* N
zLL: LL II
ml=oo WF_m opFm Z�Li
Wesco
NOTI?S:
1. CCONSTRUCT WALL EXPANSION JOINT, BRIDGE DETAIL 3-4,
PIER CALTRANS STANDARD PLAN BO -3.
PROVIDE COLD JOINT AT FOOTING.
2. CONSTRUCT WEAKEND PLANES, BRIDGE DETAIL 3-2,
PER CALTRANS STANDARD PLAN BO -3.
3. CONSTRUCT WEEP HOLE AND PERVIOUS BACKFILL, BRIDGE DETAIL 3-1,
PER CALTRANS STANDARD PLAN BO -3.
4. PIROTECT EXISTING 24" DIA. RCP STUB IN PLACE.
WALL PROFILE LOOKING EAST
ELEVATION
N.T.S.
No. 38893
Exp. 03-31-17
CITY OF RANCHO CUCAMONGA
DAY CREEK CHANNEL
TRAIL SLOPE IMPROVEMENT
AT P.E. TRAIL
APPROVED BY: ^ DATE: 0610W1(I
CITY ENGINEER C C^„ n RCE: 67514
DESIGN
NOTE:
PLANS ARE ACCURATE ONLY ORAwN
FOR DEPICTION OF THE PROPOSED WORK. H.A.
PLAN PREPARED BY:
Aufbau
639 W. Broadway
Glendale, CA 91204
R.C.E. NO.
artan V. Vartanians
DATE 4/6/16 REG. EXP.
a OF a
DRAWING NO.
2408