HomeMy WebLinkAbout3080-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK").
ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE NOTED.
2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR
TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED
AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST
NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR
TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF
INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE
GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE
REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA,
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS
FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION.
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE
FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING,
BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND
CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO
WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. 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
BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL
STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. 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.
18. 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.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR,
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
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
TEMPORARY NON -ERODIBLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO
PAVING OF STREETS.
J.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
31. 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.
32. 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
CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
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. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. I
STREET IMPROVEMENT PLANS
TRACT 11006
r - - - - - - - BASELINE AVENUE
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CITY OF FONTANA UTILITY NOTIFICATION
LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E.CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN: GREG GASPAR
ATTN: JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
04
(909) 390-4738
EMERGENCIES: (800) 427-2200
LF
SO. CALIFORNIA EDISON COMPANY
CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD DWG 1003
7951 REDWOOD AVE.
LF
FONTANA, CA. 92335
CONSTRUCT MODIFIED CROSS GUTTER PER CITY OF FONTANA STD DWG 104 (W=8')
909820-5598 - UNDERGROUND
BASELINE
909 875-5100 - TRANSMISSIONS
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD 1015
213 637-1233 - PIPELINES
FONTANA WATER COMPANY
909 357-6233 - DISTRIBUTION
ATTN: MICHAEL J. McGRAW
800 422-4133
8440 NUEVO AVENUE
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTN: BILL VANDERKIEFT, JR.
FAX: (909) 823-5046
(619) 868-6040
INSTALL STREET LIGHT 9,500 LUMEN PER CITY OF FONTANA STD DWG 1016
UNDERGROUND SERVICE ALERT
EA
(800) 227-2600
INSTALL STREET LIGHT 5,800 LUMEN PER CITY OF FONTANA STD DWG 1016
PRIVATE ENGINEER'S NOTICE
TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
4.5
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL 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.
1 5'
CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
STREET CONSTRUCTION NOTES & QUANTITIES
R/W
SIDEWALKO
A.C.
R/W
DEWALK J
SEE GENERAL NOTES 31 & 32
CONSTRUCT
LOCAL DEPRESSION PER APWA STD. DWG 313-1, CASE A.
CURB•
5O' R/W
B DRY
BOUINDAR CURVE
OCONC.
& GUTTER
CONC. CURB 5
& GUTTER
50'SITE
CATCH BASIN
3
GRIND AND CONSTRUCT 1" MIN. OVERLAY
3,000
SF
04
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD DWG 1003
730
LF
05
CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD DWG 1003
2,794
LF
6
CONSTRUCT MODIFIED CROSS GUTTER PER CITY OF FONTANA STD DWG 104 (W=8')
1,933
BASELINE
07
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD 1015
18,736
SF
ROAD
CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
4
1.5' 7' **
18' CL 18'
7' **
1.5'
EA
10
INSTALL STREET LIGHT 9,500 LUMEN PER CITY OF FONTANA STD DWG 1016
3
EA
11
INSTALL STREET LIGHT 5,800 LUMEN PER CITY OF FONTANA STD DWG 1016
7
EA
12
INSTALL STREET NAME SIGNS
3
EA
13
REMOVE EXISTING BARRICADE & REDWOOD HEADER, AND FEATHER AC PAVEMENT
FOR A SMOOTH JOIN WITH EXISTING AC PAVEMENT
2
EA
4 4.5
REMOVE AND REPLACE EX. CURB & GUTTER. PROVIDE 8" TO 10" CURB TRANSITION
4.5
4'
ui
w
z
w
w
w
w
w
INDICATES EXISTING ELEVATION
5'
6.5'
1 5'
S'
w
>
z
w
z
wui
ui
Z
610
INDICATES EXISTING CONTOUR
P.U.E. 0.03'
I 29
LEVEL LINE AC PAVEMENT 2O
2%
2%
I.U.E.
MILLER
Q
Q
Q
Q
AVENUE
Q
DAYLIGHT / CUT -FILL LINE
INDICATES SLOPE 4 1
� �
SIDEEWAWALK
> :
CONC. CURB O
INDICATES DIRECTION OF FLOW
& GUTTER
•,
�_
Q
z
7 O .,•: CONC.
�
CONC. 7O
J
Lli
�
SIDEWALK
SIDEWALK
CONC. CURB
OO &GUTTER
rj� R/W
CONC. CURB
& GUTTER
O
N
FOOTHILL
BOULEVARD
TYPICAL SECTIONw
U
Q
N
SOUTH SIDE OF MESA DR.
AND BOTH SIDES OF JACKSON
DR.(EXCL.
ENTRY)**
w o
M
NOT TO SCALE
=
ARROW
Q
AVENUE
T. I. = 5.5
R/W
60'
5 12'* 18' CL 18'
P.U.E.
6" 5' 1 6.5'
0.03' LEVEL LINE AC PAVEMENT(
--� � %
CONC.
7 SIDEWALK
OCONC.CURB
& GUTTER
R/W
.04
7' **
6.5'
5'
P.U.E.
29�
60' R/W
TYPICAL SECTION
JACKSON DRIVE (ENTRY)*
NOT TO SCALE
T.I.= 5.5
50'
18' CL 18'
O.p� LEVEL LINE
z�
�---
R/W
12'*
5'
P.U.E.
6.5 6"
Z% tt
L CONC.
SIDEWALK O
CONC. CURB
& GUTTER O
7' **
6.5'
AC PAVEMENT 2O I 2y
R/W
6"
a-
5'
P.U.E.
VICINITY MAP
NTS
INDEX SHEET
1 TITLE SHEET
2 ST. PLAN-ALMERIA AVE
3 ST. PLAN -JACKSON DR
4 ST. PLAN -NIAGARA & MESA DR
5 STORM DRAIN DETAILS SHEET
6 STORM DRAIN PLAN
ABBREVIATIONS & LEGEND
A B AGGREGATE BASE
••
O7 CONC.S
SIDEWALKO
A.C.
ASPHALTIC CONCRETE
DEWALK J
SEE GENERAL NOTES 31 & 32
CONSTRUCT
LOCAL DEPRESSION PER APWA STD. DWG 313-1, CASE A.
CURB•
5O' R/W
B DRY
BOUINDAR CURVE
OCONC.
& GUTTER
CONC. CURB 5
& GUTTER
C B
CATCH BASIN
OCONSTRUCT
1
4 1 2 AC OVER 6 AB OVER 12 COMPACTED NATIVE SOIL 95%
13,344
SF
EA
SEE GENERAL NOTES 31 & 32
CONSTRUCT
LOCAL DEPRESSION PER APWA STD. DWG 313-1, CASE A.
OCONSTRUCT
4 AC OVER 12 COMPACTED NATIVE SOIL 95%
47,567
SF
RCP (D PER PROFILE) WITH CONCRETE BACKFILL
SEE GENERAL NOTES 31 & 32
LF
23
3
GRIND AND CONSTRUCT 1" MIN. OVERLAY
3,000
SF
04
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD DWG 1003
730
LF
05
CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD DWG 1003
2,794
LF
6
CONSTRUCT MODIFIED CROSS GUTTER PER CITY OF FONTANA STD DWG 104 (W=8')
1,933
SF
07
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD 1015
18,736
SF
08
CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006
4
EA
Og
CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD DWG 103
40
EA
10
INSTALL STREET LIGHT 9,500 LUMEN PER CITY OF FONTANA STD DWG 1016
3
EA
11
INSTALL STREET LIGHT 5,800 LUMEN PER CITY OF FONTANA STD DWG 1016
7
EA
12
INSTALL STREET NAME SIGNS
3
EA
13
REMOVE EXISTING BARRICADE & REDWOOD HEADER, AND FEATHER AC PAVEMENT
FOR A SMOOTH JOIN WITH EXISTING AC PAVEMENT
2
EA
14
REMOVE AND REPLACE EX. CURB & GUTTER. PROVIDE 8" TO 10" CURB TRANSITION
15
LF
15
REMOVE AND REPLACE DAMAGED EX. 4' SIDEWALK
344
SF
20
CONSTRUCT
CATCH BASIN PER APWA STD DWG. 302-2
2
EA
21
CONSTRUCT
LOCAL DEPRESSION PER APWA STD. DWG 313-1, CASE A.
2
EA
22
INSTALL 36"
RCP (D PER PROFILE) WITH CONCRETE BACKFILL
36
LF
23
INSTALL 42"
RCP (D PER PROFILE)
28
LF
24
CONSTRUCT
RIP RAP OUTLET STRUCTURE PER DETAIL ON SHEET 6
1
EA
25
CONSTRUCT
INLET BOX PER DETAIL ON SHEET 6
1
EA
26
CONSTRUCT
MODIFIED PARKWAY DRAIN PER APWA STD. 151-1 (W=30", S=0.005)
88
LF
OCONSTRUCT
27
TWO SIDE BY SIDE MODIFIED PARKWAY DRAINS PER APWA 151-1.
OUTLET OPENING=5" W=204' EA.
23
LF
28
INSTALL 12"
PVC SDR 35
22
LF
FINISH SURFACE
w
T.W.
G. B.
NOTE: ADD 1300 TO ALL ELEVATIONS SHOWN
TYPICAL SECTION
LT
C. L.
CENTERLINE
r ;
MVC
MASTER PLAN STORM DRAIN
MIDDLE OF VERTICAL CURVE
E.C.
END CURVE
NIAGARA DRIVE AND NORTH SIDE OF
MESA
DRIVE
E.D.F.
EXTRA DEPTH FOOTING
NOT TO SCALE
POLYVINYL CHLORIDE
EOP
EDGE OF PAVEMENT
T. I. = 5.5
R.C.P.
R/W
EX.
EXISTING
64'
R/W
F. F.
FINISH FLOOR
ST.
STREET
F.G.
FINISH GRADE
20' CL
20'
12'
F. L.
FLOW LINE
TANGENT GRADE
F.S.
FINISH SURFACE
w
T.W.
G. B.
GRADE BREAK
r 9J
LEVEL
LINE
HGL
HYDRAULIC GRADE LINE
F-
6.5' 1 5' 1 6"
H. P.
HIGH POINT
30.16'
VERTICAL CURVE
IMPRV
IMPROVEMENTS
2%
(n�r
F2y
INV.
INVERT
LEFT
EXISTING IMPROVEMENTS OAC OVER AB
O 1 " GRIND & OVERLAY
9' WIDE
64' R/W
STA 47+44.41 TO 50+71.50
ALMERIA AVENUE
NOT TO SCALE
F;
T. 1. = 5.5
64'
20' CL 20'
9'
OAC OVER AB LEVEL LIN -
2- g _
CONC. CURBO I Oj AC OVER AB -J
& GUTTER
64' R/W
STA 50+71.50 TO 53+25.82
ALMERIA AVENUE
NOT TO SCALE
T. I. = 5.5
r ;
MVC
MASTER PLAN STORM DRAIN
MIDDLE OF VERTICAL CURVE
CONC. CURBO.C.
& GUTTER O4
P.C.C.
ON CURVE
PORTLAND CEMENT CONCRETE
P.R.C.
POINT OF REVERSE CURVATURE
P.V.C.
POLYVINYL CHLORIDE
(R)
RIDGE LINE
R.C.P.
REINFORCED CONCRETE PIPE
RT.
I
R/W
RIGHT OF WAY
-
ST.
STREET
T.C.
TOP OF CURB
20' CL 20'
9'
OAC OVER AB LEVEL LIN -
2- g _
CONC. CURBO I Oj AC OVER AB -J
& GUTTER
64' R/W
STA 50+71.50 TO 53+25.82
ALMERIA AVENUE
NOT TO SCALE
T. I. = 5.5
RECORD DRAWING
THESE RECORD DRAvdINGS HAVE SEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOC L ENTS AS
A RESULT TFEFtEOF.
is\STREET01.dwg, 02/25/2002 03:42:19 PM, mjg
CONC.M.P.S.D.
SIDEWALKO
MVC
MASTER PLAN STORM DRAIN
MIDDLE OF VERTICAL CURVE
CONC. CURBO.C.
& GUTTER O4
P.C.C.
ON CURVE
PORTLAND CEMENT CONCRETE
P.R.C.
POINT OF REVERSE CURVATURE
P.V.C.
POLYVINYL CHLORIDE
(R)
RIDGE LINE
R.C.P.
REINFORCED CONCRETE PIPE
RT.
RIGHT
R/W
RIGHT OF WAY
-
ST.
STREET
T.C.
TOP OF CURB
T.F.
TOP OF FOOTING
R/W
T.G.
TANGENT GRADE
TR.
TRACT
T.W.
TOP OF WALL
W
WIDTH
12'
V
VERTICAL DEPTH
V.C.
VERTICAL CURVE
W.S.
WATER SURFACE
(590.77)
INDICATES EXISTING ELEVATION
6.5'
1 5'
6"
590.77
INDICATES PROPOSED ELEVATION
0.116'
2%1
610
INDICATES EXISTING CONTOUR
610
INDICATES PROPOSED CONTOUR
INDICATES RETAINING WALL
.
C 07
DAYLIGHT / CUT -FILL LINE
INDICATES SLOPE 4 1
SIDEEWAWALK
> :
CONC. CURB O
INDICATES DIRECTION OF FLOW
& GUTTER
INDICATES 1" MIN. AC OVERLAY
RECORD DRAWING
THESE RECORD DRAvdINGS HAVE SEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOC L ENTS AS
A RESULT TFEFtEOF.
is\STREET01.dwg, 02/25/2002 03:42:19 PM, mjg