HomeMy WebLinkAbout2747-126. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL
ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED
AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING.
28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED
TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES
AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
PRIOR APPROVAL OF THE INSPECTOR.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
I
32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF
THE CITY TRAFFIC ENGINEER.
35. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
t
THESE RECORD DRAWINGS I ]AVE BEIr4 PPEPARED, IN
PART, ON THE ri,hsiS OF INFORMAT;ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN tNCOR?ORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
SAN GABRIEL MOUNTAINS
R/W
GONG.
R/W
14
G' 1 5' 1 3
GONG. 51DEWALK
VICINITY MAP
72'
cl.
20' 20'
GONG. CURB +
0.01- A.G. / A.B. GUTTER "--\
- LEVEL LINE
29. 27
-tee_
GONG. CURB +
GUTTER
ENTRY STREETS
N.T.S.
72'
1 cl.
0.05' CONC. CURB +
A.G. / A.B. GUTTER 7\
LEVEL LINE
27. _ 27.
GONG. CURB +
GUTTER
TYPICAL ST_ 72' R/W
N.T.S.
w
z
w
a
R/W
5' 5' G'
l�q•/ft. I
GONG. SIDEWALK
R/W
5' G'
1/
GONG. SIDEWALK
GONSTRUGTIO I NOTES-
TR.15839-2
CITY OF FONTANA UTILITY NOTIFICATION LIST
TR_15839' 4
NOTES:
CITY PACIFICGENERAL
TR -15839
MUT
ATTN.'OCARLLOSANA NAVARRO ATTN: VIRGINIAOBECKER
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
8353 SIERRA AVENUE 3939 E. CORONADO STREET
97.332
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
FONTANA, CA 92335 ANAHEIM, CA 92807
(909) 350-6632 (714) 666-5467
100.255
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK").
SF`
ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
UNLESS OTHERWISE NOTED.
ATTN: ALAN KESELOFF ATTN: JACK HAYES
2.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING
16231 VALLEY BLVD. 1205 DUPONT AVENUE
FONTANA, CA 92335 ONTARIO, CA 91761
DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE
(909) 335-7781 (909) 390-4777 X 3055
REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
EMERGENCIES: (800) 427-2200
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
22.448
3.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES.
SO_ CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY
0
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
ATTN: JAIME AMESZCUA ATTN: STEVE HOCK
(909) 357-6581 1400 E. PHILLIPS BLVD.
OPERATION AND WATER REQUIREMENTS.
7951 REDWOOD AVENUE ONTARIO, CA 91766
4.
CURVE DATA REFERS TO THE FACE OF CURB.
FONTANA, CA 92335 (800) 422-4133
(909) 820-5598 - UNDERGROUND '
5.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
(909) 820-5137 - TRANSMISSIONS
O
0
(213) 637-1233 - PIPELINES
6.
ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO
(909) 357-6589 - DISTRIBUTION
4.792
2.005
(800) 422-4133
� 3.650
PAVING OF STREETS.
LF
7.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY
160
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN
868-6040 8440 NUEVO AVENUE
O
DETERMINE, IN THE FIELD, THE TRUE LOCATIONANDELEVATION OF ANYEXISTING(619)
FONTANA, CA 92335
CONSTRUG.G' MEDIAN CURB PER CITY STD. DWG. NO. 101.
O5 T,
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
(909) 822-2201 X 323
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
FAX: (909) 823-5046
WORKING DAYS BEFORE EXCAVATION.
8.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO
UNDERGROUND SERVICE ALERT -
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
(800) 227-2600
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
9.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION,
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
0
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
0
TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
10.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
1.530
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
O
SF
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
11.
TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE
SHOWN ON THESE DRAWINGS.
2
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
12.
WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THATCANNOT BE
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
18,610
RESOLUTION.
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
13.
APPROVER SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
IN CONNECTION WITH THE PERFORMANCE OF WORK -ON THIS PROJECT, EXCEPTING
5F
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
74
PLACEMENT.
ENGINEER.
14.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
11 INSTALL 2•X G' REDWOOD HEADER.
EXISTING CONCRETE.
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
15.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS.AND_REINFORCING STEEL HAVE BEEN
PLACED, INSPECTED AND APPROVED.
16.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
R/W R/W
O
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
4
50'/54'
EA
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE
cl.
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE
5'7'
�FUXEG
0
18'/20'
181/20'
7' 5'
10
POTENTIAL EXISTS FOR GROUND MOVEMENT.
10
3
2
P.U.E.
G SO
17.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
5
EA
14 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121. WIDTH PER PLAN.
0.03'•18'
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION
15 ADJUST MANHOLE OR VALVE COVER TO GRADE.
0.01'0
8
5
OF INDUSTRIAL SAFETY.
9
G
LEVEL LINE
GONG. CURB +
GUTTER
20
8
4
3
�T'-
A.C. / A.B.
EA
a /
18.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
=a'
�27._
- 2z
19..
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE
GONG. SIDEWALK GONG. SIDEWALK
2
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING
CONC.CURB+
1
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
GUTTER
TYPICAL 5T_ 50'/54' R/W
20.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
N.T.5.
O
DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
O,
O
O
R/W G4' R/W
21.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE
18 REMOVE
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
12'
12'
19 INSTALL STREET LIGHT CSCE#200 22.000 LUMEN
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
O
G'
20'
`I 20'
G'
22.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
2.980
4.896
5.380
3.072
SF
21 CONSTRUCT DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102.W=PER PLAN
23.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL
CONE. CURB +
BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL_
LEVEL LINE
q_C. / A.B.
GUTTER
001'
STAKING DURING CONSTRUCTION.
2Z
27.
.a ..';;
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
:,;
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
GONG. 51DEWALK
GONG. SIDEWALK
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
coNc.GURe+
GUTTER
TYPICAL ST_ G4' R/W
25.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
N.T.5.
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL
ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED
AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING.
28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED
TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES
AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
PRIOR APPROVAL OF THE INSPECTOR.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
I
32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF
THE CITY TRAFFIC ENGINEER.
35. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
t
THESE RECORD DRAWINGS I ]AVE BEIr4 PPEPARED, IN
PART, ON THE ri,hsiS OF INFORMAT;ON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN tNCOR?ORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
SAN GABRIEL MOUNTAINS
R/W
GONG.
R/W
14
G' 1 5' 1 3
GONG. 51DEWALK
VICINITY MAP
72'
cl.
20' 20'
GONG. CURB +
0.01- A.G. / A.B. GUTTER "--\
- LEVEL LINE
29. 27
-tee_
GONG. CURB +
GUTTER
ENTRY STREETS
N.T.S.
72'
1 cl.
0.05' CONC. CURB +
A.G. / A.B. GUTTER 7\
LEVEL LINE
27. _ 27.
GONG. CURB +
GUTTER
TYPICAL ST_ 72' R/W
N.T.S.
w
z
w
a
R/W
5' 5' G'
l�q•/ft. I
GONG. SIDEWALK
R/W
5' G'
1/
GONG. SIDEWALK
GONSTRUGTIO I NOTES-
TR.15839-2
TR -15839-3
TR_15839' 4
TR -15839-5
TR_15839-G
TR -15839
MUT
O CONSTRUCT 4' AG PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL
3
39.516
97.332
53.380
77.460
100.255
69.345
SF`
CSEE GENERAL NOTE 27 + 280
O2 CONSTRUCT 5 1/4' AG PAVEMENT CMN) OVER 12' COMPACTED NATIVE MATERIAL
22.448
14.030
O
0
0
0
5F
CSEE GENERAL NOTE 27 + 280
O3 CONSTRUCT 8" CURB + GUTTER PER CITY STD. DWG. NO. 101.
800
1.050
O
0
0
O
LF
2.090
4.792
2.005
2.210
� 3.650
2.728
LF
OCONSTRUCT G" CURB. -I- GUTTER PER CITY STD. DWG. NO. 101.
4
O
160
p
O
O
O
LF
CONSTRUG.G' MEDIAN CURB PER CITY STD. DWG. NO. 101.
O5 T,
n
�
�, .✓ .... i vv .. o ....., vv .L , L ii re..✓ H1 S{J Y r1 W Li\
O7 CONSTRUCT DISCHARGE STRUCTURE CMODIFIED) PER CITY STD. DWG. NO. 124.
0
1
0
0
1
0
EA
0
2.000
1.530
p
3.240
O
SF
O CONSTRUCT GROSS GUTTER PER CITY 5TD. DWG. NO. 104. WIDTH PER PLAN.
4
9
2
4
10
G
EA
O CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 104A.
1� CONSTRUCT 4" CONCRETE SIDEWALK PER R CITY 5TD. DWG. NO. 105A. W=PEPLAN
18,610
43.932
8.170
8.836
14.215
10.914
5F
874
74
O
O
O
GGO
LF
11 INSTALL 2•X G' REDWOOD HEADER.
12 REMOVE BARRICADE PER CITY 5TD. DWG. NO. 118.
0
1
O
3
4
O
EA
13 INSTALL STREET LIGHT C5GE #7) 5.800 LUMEN
0
0
4
8
10
5
EA
3
2
1
3
2
5
EA
14 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121. WIDTH PER PLAN.
15 ADJUST MANHOLE OR VALVE COVER TO GRADE.
G
8
5
G
9
G
EA
3
8
4
3
G
7
EA
1G INSTALL STREET NAME SIGN
17 INSTALL BARRICADE PER CITY STD. DWG. NO. 118 -
2
2
3
1
O
1
EA
16.800
O
p
O,
O
O
SF
AG PAVEMENT
18 REMOVE
19 INSTALL STREET LIGHT CSCE#200 22.000 LUMEN
O
O
O
�
O
EA
2.980
4.896
5.380
3.072
SF
21 CONSTRUCT DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102.W=PER PLAN
Q�Es�j � �•0
Underground Service Alert
e
CALL
N10, C21 CO
TOLL FREE
a E , P 1-000
227-2000
TWO T ORKING DAYS BEFORE YOU DIG
Ir V LA mi -IF
R/W 92'
12' 34' GL 34'
5' 7'
FUTURT ST. IMP. 20' 20'
13Y rER5
GONG. CURB +
A.G. / A.B. GUTTER -
A 4�t
FUT.
GONG. CURB +
GUTTER
EAST FRONTAGE ROAD''"
E'LY
R/W 94'
cl
�E INDICATES ADD'L. LANDSCAPE
SETBACK EASEMENT
R/W
_E
12' 10'
7' I 5'
a
GONG. SIDEWALK
W'LY
R/W
1G' 31' 31' 1G'
G' 5' 5' 30' 8' 24' 5' 5' G'
MEDIAN
A.G. /A .B. GONG. CURB +
Lq%ft. GUTTER 1/4•/ft.
- ��- I I- I I I ---2' - -
GO
GONG. SIDEWALK NG. SIDEWALK
$, 640 _ SQ _ Fr, G NG. CR B + MAN ENTRANCE MED. GURB
N.T.S.
18' WIDE x 12• DEEP GONG. BAND
COLOR + FINISH PER LANDSCAPE
ARCH. PLANS. PROVIDE 1/2' RADIUS
AT EDGES. ENHANCED PAVING, THICKNESS PER 501
A.G. PAVING ENGINEER'S REPORT CS' MIN.) SEE
LANDSCAPE ARCH. PLANS FOLLOR
AND FINISH.
E _ KEBAR REINFORCEMENT. SIZE AND PLACEMENT
• �. AS PER 501L ENGINEER'S REPORT
O
III -III -COMPACTED COMPACTED SUBGRADE MATERIAL. MATERIAL
I- III- TYPE + THICKNESS PER SOILS ENGINEER
2 #5 REBAR • MIDP ' . II El II-IIE
OF BAND COON . iii. TO II13II9II- �.�. GTED SUBGRADE PER
REBAR FR _ HANGED I I E H E 501L tr. "17ER REPORT
PAVI
CONCRETE BAND
Ai.
Fiw 'v Y_ Y ti DETAIL
NOT TO SCALE
3ENCH MARK: #8-17 CALTRANS
BRASS CAP IN CONCRRETE S.C.E.
TOWER LEG, 343' N/0 HIGHLAND
AVE. 0.20 MI. W 0 SAN
HIGH�AN0 AVL.? FROMISIERALONG
E.
ELEVATION: 1428.6090
TITLE SHEET 15839 STREET IMP. PLAN- 3[0, 147] PF: 156393692! 20 -Sep -9903: 32 PM / 126-964-1
DWG. DATE:
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