HomeMy WebLinkAbout5584-1GENERAL 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 A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED
BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY
REPORT SAID CONFLICT TO THE CITY ENIGNEER 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 DEVICES 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 CONSTRUCTION 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-ERODEABLE
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 UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
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 THE 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.
W'LY
R/W
FUTURE SCHOOL I
2:1 MAX.
2%" MIN. -
2:1 MAX.
22'
2%
OCONCJ
SIDEWALK
O2 CONC.CURB
& GUTTER
CITY OF FONTANA
STREET IMPROVEMENT PLANS
OAK GROVE AVENUE AND GARDENS STREET
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INDEX MAP
SCALE:1 "=200'
m
E'LY
R/W
' 10'
VARIES -29' 10'-14' VARIES -25' 12'
CL
OPROP. AC S/7' 7' PROP. AC O
PAVEMENT PAVEMENT 2:1 MAX.
2% 2% 2%
A.C.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
B.V.C.
BEG. VERTICAL CURVE
B.W.
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
E.C.
END CURVE
E.P.
EDGE PAVEMENT
E.G.
EDGE GRADE
E.V.C.
END VERTICAL CURVE
F.L.
FLOW LINE
F.S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
O.C.
ON CURVE
P.C.C.
PORTLAND CEMENT CONCRETE
LANDSCAPE LOT
9' MAX. SCREEN/
RETAINING WALL
1'
PAD
.- 0'-3'MAX. RET.
SIDECONC3
PROP. 5 SIDEWALKO
MEDIAN CONC.CURB
& GUTTER O2
OAK GROVE AVENUE
ENTRY @ CASA GRANDE AVENUE
STA. 10+64.25 TO STA. 11+64.00
NOT TO SCALE
T. I. =10.5
__ I
0
0
N
I I
1 W
Q
U
L7
N'LY
R/W
RIDGE LINE
VARIES
S'LY
R/W
9' MAX. SCREEN/
VARIES
25'
16-20' 25-29'
VARIES
WIDTH
RETAINING WALL
VERTICAL DEPTH
(590.69)
INDICATES EXISTING ELEVATION
590.69
INDICATES PROPOSED ELEVATION
[590.69]
INDICATES FUTURE ELEVATION
CL
INDICATES SLOPE 2:1
PAD
10,
6'
REMOVAL
6,
GRIND
7951 REDWOOD AVE.
EDGE OF PAVEMENT
6'/10' 10'
1
6,
0'-3'MAX. RET.
PHONE: 909.357.6221
PAD
2%
2%"
2%"
"
2:1 MAX.-
CONC.
2% MIN.
O SIDEWALK
PROP. AC
1 PAVEMENT
5 PROP. 5
CONC.
CONC.CURBSIDEWALK O3
MEDIAN
& GUTTER O
OCONC.CURB
& GUTTER
me-1.1111-1:;\6rlll
ENTRY @ CYPRESS AVENUE
STA. 21+15.59 TO STA 22+27.09
NOT TO SCALE
T. I. =10.5
NOTE: SEE ADDITIONAL TYPICAL SECTIONS ON SHEET 6.
(R)
RIDGE LINE
R/W
RIGHT OF WAY
TAN.
TANGENT
T.C.
TOP OF CURB
W
WIDTH
V
VERTICAL DEPTH
(590.69)
INDICATES EXISTING ELEVATION
590.69
INDICATES PROPOSED ELEVATION
[590.69]
INDICATES FUTURE ELEVATION
SOUTHERN CALIFORNIA
INDICATES SLOPE 2:1
0
AC PAVEMENT
11464 TELEGRAPH ROAD
REMOVAL
®
GRIND
7951 REDWOOD AVE.
EDGE OF PAVEMENT
L4 K012ice] zIll f_1zF_11011II111flilL 1011111W-1,111111C07z111�131
SEWER:
CABLE:
WATER:
CITY OF FONTANA
TIME WARNER CABLE
WEST VALLEY WATER DISTRICT
8353 SIERRA AVENUE
1205 DUPONT AVENUE
855 W. BASELINE ROAD
FONTANA, CA 92335
ONTARIO, CA. 91761
RIALTO, CA 92377
PHONE: 909.350.6632
PHONE: 909.390.4738
PHONE: 909.875.1361
GAS:
TELEPHONE:
ELECTRIC:
SOUTHERN CALIFORNIA
AT&T
SOUTHERN CALIFORNIA
GAS COMPANY
11464 TELEGRAPH ROAD
EDISON COMPANY
16231 VALLEY BLVD.
SANTA FE SPRINGS, CA 90670
7951 REDWOOD AVE.
FONTANA, CA 92335
PHONE: 714.666.5415
FONTANA, CA. 92336
PHONE: 909.428.8411
PHONE: 909.357.6221
SHEET INDEX
Y IVII111 1 1 IVIP%l
NOT TO SCALE
I
z
r
CONSTRUCTION NOTES QUANTITIES
1O CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL 93,610 S.F.
COMPACTED TO 95% PER CITY STD. PLAN N0.401. 3,800 TONS
2O CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. 4,420 L.F.
O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=PER PLAN). 34,149 S.F.
4O INSTALL STREET LIGHTS PER STREET LIGHT PLANS. - - 16 EA.
O CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000. 458 LF
O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. 6 EA.
O7 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000. 15 EA.
O8 ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN N0.2000. 10 EA.
O9 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403 3,834 SF
10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003. 6 EA.
SEE DETAILS ON SHEET 6.
11 CONSTRUCT 8" TO 6" CF CURB TRANSITION. 330 LF.
12 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. - _ _ _ _ - 2 EA.
13 INSTALL R -26(S) (CA) "NO STOPPING ANYTIME" SIGN ON PROPOSED STREET LIGHT POLES. 16 EA.
14 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000. 200 LF
15 INSTALL "BLUE DOT" F.H. MARKER PER CITY STD. PLAN NO. 6001. 4 EA.
16 CONSTRUCT ENHANCED PAVING PER DETAIL ON SHEET 3. 12,270 S.F.
17 CONSTRUCT NATURAL CONCRETE FIELD W/ TOPCAST #3 FINISH AND SAW -CUT GRID
@ 36" O.C. PROVIDE 6" WIDE SMOOTH TROWEL BAND AROUND PERIMETER. 132 S.F.
ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING
UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER NEITHER ASSUMES ANY LIABILITY AS TO
THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON
EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND
FOR ANY DAMAGE OR PROTECTION OF THESE LINES.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.), PHONE NUMBER 1-800-227-2600 TWO WORKING
DAYS BEFORE DIGGING. NO CONSTRUCTION PERMIT, ISSUED BY THE PUBLIC WORKS DEPARTMENT, SHALL BE VALID
INVOLVING UNDERGROUND FACILITIES, UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY THE
U.S.A.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 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.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER
PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER
OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL
COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC.
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO
OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL BE REQUESTED IN WRITING AND MUST BE APPROVED BY
THE ENGINEER OF RECORD.
QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT
RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES.
SHEET NO.
DESCRIPTION
1
STREET IMPROVEMENT TITLE SHEET
2 - 3
OAK GROVE AVENUE PLAN AND PROFILE
4 - 5
GARDENS STREET PLAN AND PROFILE
6
TYPICAL SECTIONS & DETAILS
ENGINEER: OWNER/DEVELOPER
MADOLE AND ASSOCIATES, INC. NORTH FONTANA INVESTMENT CO.,LLC
CONSULTING CIVIL ENGINEERS & 1156 N. MOUNTAIN AVE.
LAND PLANNERS UPLAND, CA 91786-0670
PHONE: 909.985.0971
9302 PITTSBURGH AVE., SUITE 230 CONTACT: STACEY SASSAMAN
RANCHO CUCAMONGA, CA 91730
PHONE: 909.481.6322
3EARINGS: CONTACT: MARK BERTONE
J:\126-2356\street\ST01-Xstreet.dwg, 6/1/2017 7:20:48 AM, DMartinez
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SEE DRAWING N0.5501
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a°�
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RADIUS
LENGTH
Of
Cl
00 x v
rn
18.09'
\
C2
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50.00'
18.09'
N
cn cn U
90'10'34"
cn
w
35.11'
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rn
35.00'
54.87'
34.89'
C5
180,00'00"
J
Q
cn
w
C6
180,00'00"
5.00'
15.71'
C7
18'1142"
40.00'
O
6.41'
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CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
20°43'32
50.00'
18.09'
9.14'
C2
20°43'32
50.00'
18.09'
9.14'
C3
90'10'34"
35.00'
55.09'
35.11'
C4
89°49'26"
35.00'
54.87'
34.89'
C5
180,00'00"
7.00'
21.99'
-
C6
180,00'00"
5.00'
15.71'
C7
18'1142"
40.00'
12.70'
6.41'
16
17
--ilii--
-
11
---------
______
UID -0 A C
LFTA
-
no no Do
INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
--V I
CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000.
13
INSTALL R-26 (S) (CA) "NO STOPPING ANYTIME" SIGN ON PROPOSED STREET LIGHT POLES.
WE DELL L IW TSURU EXP. - 18
RC 36637
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
14
CONSTRUCT BARRICADE PER STD. PLAN NO. 4000.
16
17
--ilii--
-
11
---------
______
4�
-
12
INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
CHECKED BY:
WLI
CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000.
13
INSTALL R-26 (S) (CA) "NO STOPPING ANYTIME" SIGN ON PROPOSED STREET LIGHT POLES.
WE DELL L IW TSURU EXP. - 18
RC 36637
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
14
CONSTRUCT BARRICADE PER STD. PLAN NO. 4000.
7�
ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
- O PROP. TOP OF
M EAST CURB —
oLO
o m
o
o
- 1745 W'LY TC
1745 ELY TC
U-1
Ji
X ¢ w 4 NOTE: PRIOR TO INSTALLATION OF STRUCTURAL BMP DEVICES THE CONTRACTOR
wz X MUST COORDINATE WITH THE CITY WATER QUALITY ENGINEER TO CERTIFY
0
o 13 THE PLACEMENT OF THE DEVICES, AND MATERIALS USED. AFTER INSTALLATION
O THE CONTRACTOR MUST COORDINATE WITH THE CITY WATER QUALITY ENGINEER
< w TO CERTIFY PROPER FUNCTIONALITY OF THE BMP DEVICES.
O � L
M C)o X
X� F CD � w v
coC)�of O
I' Nk
�FSC:A::L�E�= 20'
e e• e. N e,
e' • O o • . s . .e' • •e
PR P. SIDEWALK 3
3 - O� v O
15 2 n, � �, PROP. SEWER �� I W
�J -
16 i7 S 1 ° s S 19� _ �j , O2 PROP, CURB '& GUTTER
- �- - - -
-
8 6 11 O 8 6 -� N 2 3 a W
IU)
PROP. STORM DRAING QQ�Q) o�c G 5
� h°'� � G 5 ///`" � �cb '�� gyp, �n�. h�• �"�' �O D�
PROP. R/W I ��, Q�� 1
U�
o= G
co CO
w
2' 22' 22' 1 '
H
Cfl U) 66'
4
13 o_
CONSTRUCTION NOTES OAK GROVE AVENUE TRELLIS LANE
U
F TU RE STREET
1� CONSTRUCT 6.5" ( MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL O CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403.
COMPACTED TO 95% PER CITY STD. PLAN NO. 401. 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3000.
2� CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN No. 1000. SEE DETAIL ON SHEET 6.
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
o ��CL. cr, C7
M ow C6 — — C5
��o� ti N 899 NTE 5 ti
D
„.
PROP. WATER
�O� CG' gyp,• rvD--
O O O
\\\\\\ PROP. CURB & GUTTER O2
PROP. SIDEWALK O3
BENCH MARK: # B-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS ENTRY DETAIL
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 3519 TAKEN » ,
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS SCALE: 1 = 20
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
REPAIRED IN THE OFFICE OF:
(NMADOLE 9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA,
PHONE 909.49.4 81.6322.6322
gineering Communities for life FAX 909.481.6320
5 SDA
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=PER PLAN)
11
CONSTRUCT 8" TO 6" CF CURB TRANSITION.
4�
INSTALL STREET LIGHT PER MASTER STREET LIGHT PLANS.
12
INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
CHECKED BY:
WLI
CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000.
13
INSTALL R-26 (S) (CA) "NO STOPPING ANYTIME" SIGN ON PROPOSED STREET LIGHT POLES.
WE DELL L IW TSURU EXP. - 18
RC 36637
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
14
CONSTRUCT BARRICADE PER STD. PLAN NO. 4000.
7�
ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
15
INSTALL "BLUE DOT" F.H. MARKER PER CITY STD. PLAN NO. 6001.
ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 2000.
16
CONSTRUCT ENHANCED PAVING PER DETAIL ON SHEET 3.
REV. REVISION DESCRIPTION DATE ENGR. I CITY I DATE
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
o ��CL. cr, C7
M ow C6 — — C5
��o� ti N 899 NTE 5 ti
D
„.
PROP. WATER
�O� CG' gyp,• rvD--
O O O
\\\\\\ PROP. CURB & GUTTER O2
PROP. SIDEWALK O3
BENCH MARK: # B-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS ENTRY DETAIL
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 3519 TAKEN » ,
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS SCALE: 1 = 20
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
REPAIRED IN THE OFFICE OF:
(NMADOLE 9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA,
PHONE 909.49.4 81.6322.6322
gineering Communities for life FAX 909.481.6320
5 SDA
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
SL
OAK GROVE AVENUE
STA. 10+00.00 TO STA. 19+00.00
SCALE:
AS SHOWN
DESIGNED BY:
SL;
DATE:
OCTOBER, 2016
CHECKED BY:
WLI
APPROV BY:
{ 7/31 /2017
DRAWING N0.
5584
2
6
WE DELL L IW TSURU EXP. - 18
RC 36637
CITY ENGINE R.C.E. 51152 DATE
Z
n 18"
fa_ Q_
11
a- oin
z }�
a -0-
w
w
oIw
co
"RANDOM SLATE" STAMPED AC
PATTERN BY STREETPRINT.
COLOR TO BE "SAN DIEGO BUFF
NATURAL CONCRETE BAND OR
GUTTER WITH TOPCAST #3 STAINED
FINISH BY L.M. SCOFIELD. COLOR TO
BE CS -2 "PADRE BROWN".
CONCRETE PAVING; SEE
PLAN FOR SPECIFICATIONS.
WL
ELY
STAMPED COLORED CONCRETE FIELD. '
COLOR TO BE C-27 WESTWOOD BROWN
W/ITH A-24 "RUSSET" RELEASED BY L.M. # 3 REBAR @ 12" O.C. * CLASS 2 ROAD BASE
SCOFIELD. STAMP TO BE "HEAVY STONE
TEXTURE MAT" BY BUTTERFIELD COLOR * MINIMUM SPEC. SEE
WITH 36" SQ. SAWCUT GRID AS SHOWN. SOILS REPORT FOR
FINAL SPECIFICATIONS
VEHICULAR CONCRETE PAVING
\ NO SCALE
ENHANCED PAVING DETAIL n
NO SCALE "
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
CL 1755
1755
REVISION DESCRIPTION
PROP. R/W
0
0 LUJ 7
LU19_
rU)V'4 vy
9WlL ]
PROP. S.D.
al
FS AT CL
20
0
0
+
N
21
��J=SCALFF = 40'
I
�
50' V.C.
RADIUS
LENGTH
� X
C1
25'
4
i
9.80'
d
L
PROP. R/W
0
0 LUJ 7
LU19_
rU)V'4 vy
9WlL ]
PROP. S.D.
al
FS AT CL
20
0
0
+
N
21
��J=SCALFF = 40'
I
�
50' V.C.
RADIUS
LENGTH
� X
C1
25'
4
33
9.80'
d
L
N
LU CO
U�
13
co—
ulLO
m
0 D
[p)aG
C4
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----■
�
U
0o W
m
U
o
LO
ON c/)\
+
00
M
r
Lfj
Ln
Lo
U')
-
l(
1
PROP'. SEWER �� 2
ED
20 — — S 21 —
� N •- �
\N
il� CV
C o zj
R 7p1 . R/W
o L CA
OAK GROVE AVENUE
DATE I ENGR. I CITY I DATE
L=126.92'0.C.
CURVE
50' V.C.
RADIUS
LENGTH
Pi=58.64
C1
25'
25'
33
9.80'
d
L
66.00'
LU CO
U�
G
i3
co—
ulLO
m
c6 o
C4
90°28'34"
----■
73.97'
47.14'
L=54.73' -'
�14
L/4 5
LW LA 0
N
m Lp O
CD 0O O) OO L161
- - TR=O.
N �
CO
� D
C IcoM
23
1755 W'LY TC
—1760
1760 EL
I
w
ULJ
�I > w O
LU Q o o
;Q a� I�
I �z Y� 1goC o �.
Q
o 0
C=)
0
d' o `.
X
c\1
�^ X
\q
J 1 Z 22'
GARDENS STREET
SEE SHEET 4
BENCH MARK: # 6-7
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
11 n9j) (�,> li
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
PROFILE_
HORIZ 1"= 4-
VE
PLAN 1 "= 40'
SCALE IN FEET
40 80 120
CONSTRUCTION NOTES
1O- CONSTRUCT 6.5" ( MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
2� CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=PER PLAN) .
)� INSTALL STREET LIGHT PER MASTER STREET LIGHT PLANS.
CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000.
a CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
7� ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
O ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 2000.
CONSTRUCT CROSS GUTTER PER CITY STD, PLAN NO. 403
10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003.
SEE DETAIL ON SHEET 6.
11 CONSTRUCT 8" TO 6" CF CURB TRANSITION.
12 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
13 INSTALL R-26 (S) (CA) "NO STOPPING ANYTIME" SIGN ON PROPOSED STREET LIGHT POLES.
14 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000.
15 INSTALL "BLUE DOT" F.H. MARKER PER CITY STD. PLAN NO. 6001.
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
' —EI
112.00'
33
9.80'
d
110°310'39"
66.00'
126.92'
94.57'
C3
90'10'34"
25.00'
39.35'
25.08'
C4
90°28'34"
----■
73.97'
47.14'
L=54.73' -'
�14
L/4 5
LW LA 0
N
m Lp O
CD 0O O) OO L161
- - TR=O.
N �
CO
� D
C IcoM
23
1755 W'LY TC
—1760
1760 EL
I
w
ULJ
�I > w O
LU Q o o
;Q a� I�
I �z Y� 1goC o �.
Q
o 0
C=)
0
d' o `.
X
c\1
�^ X
\q
J 1 Z 22'
GARDENS STREET
SEE SHEET 4
BENCH MARK: # 6-7
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
11 n9j) (�,> li
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
PROFILE_
HORIZ 1"= 4-
VE
PLAN 1 "= 40'
SCALE IN FEET
40 80 120
CONSTRUCTION NOTES
1O- CONSTRUCT 6.5" ( MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
2� CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=PER PLAN) .
)� INSTALL STREET LIGHT PER MASTER STREET LIGHT PLANS.
CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000.
a CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
7� ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
O ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 2000.
CONSTRUCT CROSS GUTTER PER CITY STD, PLAN NO. 403
10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003.
SEE DETAIL ON SHEET 6.
11 CONSTRUCT 8" TO 6" CF CURB TRANSITION.
12 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
13 INSTALL R-26 (S) (CA) "NO STOPPING ANYTIME" SIGN ON PROPOSED STREET LIGHT POLES.
14 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000.
15 INSTALL "BLUE DOT" F.H. MARKER PER CITY STD. PLAN NO. 6001.
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
10'00'02"
112.00'
19.55'
9.80'
C2
110°310'39"
66.00'
126.92'
94.57'
C3
90'10'34"
25.00'
39.35'
25.08'
C4
90°28'34"
47.00'
73.97'
47.14'
w -1 F
,G�y
Lu 3N 36637 C r
06-30-18
ONMADOLE 9 0
302 PITTSBURGH AVE., SUITE 23
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
ngineering Communities for ife FAX 909.481.6320
DRAWN BY:
SL
DESIGNED BY:
k,*Exp:
/ v jSL;
FOFCAL\FO�
02tt DA OI I7
GB
CHECKED BY:
WEN ELL L ATSURU EXP. -30 18
RCE 36637
WLR
1601
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
OAK GROVE AVENUE SCALE:
AS SHOWN
STA. 19+00.00 TO STA. 22+45.14 DATE:
TYPICA SECTIONS OCTOBER, 2016
APPROVFn BY: J DRAWING NO. 3
7/31/2017 5584
CITY ENGINEER R.C.E. 51152 DATE 6
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10°00'02"
112.00'
19.55'
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39.35'
25.08'
90°28'34"
47.00'
73.97'
47.14'
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BC
SCA-157.29TC56.62FL
BRUSH
Lll� � I j�\ FW X 1755.
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
10°00'02"
112.00'
19.55'
9.80'
C2
110°310'39"
66.00'
126.92'
94.57'
C3
90°10'34"
25.00'
39.35'
25.08'
C4
90°28'34"
47.00'
73.97'
47.14'
C5
89°45'51"
35.00'
54.83'
34.86'
C6
90°14'09"
35.00'
55.12'
35.14'
II
OAK GROVE AVENUE
SEE SHEET 3
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
(FUTURE STREET)
ARBORETUM AVENUE
\ r i
GARDENS STREET
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
BENCH MARK: #6-7
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
1770.6X
Y)
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 3519 TAKEN
AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
- 1765 N'LY TC
1765 S'LY
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1 "= 40'
SCALE IN FEET
0 40 80 120
CONSTRUC'nON NOTES
1� CONSTRUCT 6.5" ( MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
2� CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=PER PLAN) .
4� INSTALL STREET LIGHT PER MASTER STREET LIGHT PLANS.
CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
77 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
8� ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 2000.
CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403
10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003.
SEE DETAIL ON SHEET 6.
11 CONSTRUCT 8" TO 6" CF CURB TRANSITION
12 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
13 INSTALL R-26 (S) (CA) "NO STOPPING ANYTIME" SIGN ON PROPOSED STREET LIGHT POLES.
14 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000.
15 INSTALL "BLUE DOT" F.H. MARKER PER CITY STD. PLAN NO. 6001.
17 CONSTRUCT NATURAL CONCRETE FIELD W/ TOPCAST #3 FINISH AND SAW -CUT GRID
@ 36" O.C. PROVIDE 6" WIDE SMOOTH TROWEL BAND AROUND PERIMETER.
(NMADOLE9302DRAWN BY:
PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
SL
PHONE 909.481.6322
gineeri g Communities for life FAX 909.481.6320 DESIGNED BY:
J SL; GB
DATtt.o lT CHECKED BY:
WEN ELL L ATSURU EXP. 304 WLI
RCE 136637
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
SCALE:
GARDENS STREET AS SHOWN
DATE:
STA. 10+00.00 TO STA. 18+00.00 OCTOBER, 2016
APPRQVBY: DRAWING N0. 4
5584
.<. 7/31 /2017
6
CITY ENGINEER R.C.E. 51152 DATE
MEN
MEE
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lllMllllM=L=54.98'
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0.671 R=1.06%R=0.60%
o X GUTTER FL. @ 0
18 19 20
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Ow
00 C/)
W
LU
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LINE TABLE
LINE
BEARING
DISTANCE
L1
N 69°39'37" E
21.33'
L2
N 71'02'00" E
35.00'
L3
N 89°18'49" E
93.49'
L4
N 89°18'49" E
62.47'
FL5
N 89°18'49" E
6.04'
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
90,00'00"
35.00'
54.98'
35.00'
C2
89°45'51"
35.00'
54.83'
34.86'
C3
90'14'09"
35.00'
55.12'
35.14'
C4
19'39'12"
50.00'
17.15"
8.66'
C5
180°00'00"
10.00'
31.12'
-
C6
18°1142"
40.00'
12.70'
6.41'
C7
180°00'00"
8.00'
25.13'
-
C8
90°00'43"
35.00'
54.99'
35.01'
C9
89°59'59"
35.00'
54.98'
35.00'
(FUTURE)
GRASSLAND AVE.
GRASSLAND AVE.
(FUTURE)
21
v
\ " / I )/ (1,
GARDENS STREET
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
23
CYPRESS AVENUE
SEE DRAWING NO. 5505
SHEET 2 OF 3
l j 2 i I 34' ` �1 34' 12'
CYPRESS AVENUE
SEE DRAWING NO. 5499
SHEET 3 OF 3
DATE I ENGR. I CITY I DATE
J
CONSTRUCTION NOTES
1� CONSTRUCT 6.5" ( MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
2� CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
33 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=PER PLAN) .
4� INSTALL STREET LIGHT PER MASTER STREET LIGHT PLANS.
55 CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000.
6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
77 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000.
8 ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 2000,
CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403
CD
---2T LLJ
-
\ i Q
- -- -- -- U
GO
l/
ivy
I
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
21
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1 "= 40'
SCALE IN FEET
0 40 80 120
10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003.
SEE DETAIL ON SHEET 6.
11 CONSTRUCT 8" TO 6" CF CURB TRANSITION.
12 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
13 INSTALL R-26 (S) (CA) "NO STOPPING ANY TIME" SIGN ON PROPOSED STREET LIGHT POLES.
14 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000.
15 INSTALL "BLUE DOT" F.H. MARKER PER CITY STD. PLAN NO. 6001.
16 CONSTRUCT ENHANCED PAVING PER DETAIL ON SHEET 3.
G a 4
9 A
a
a a ��
i
PROP. SIDEWALK
PROP. CURB & GUTTER O2
16
PROP. STORM DRAIN
C5 0 0
N 89018'49"E
v� -
C6
cli
PROP. WATER
\
�- PROP. CURB & GUTTERU
PROP. SIDEWALK O3
BENCH MARK: # B-7
BASIS OF BEARINGS:
ENTRY
DETAIL
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
SCALE:
1 " = 20'
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 3519 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
(NMADOLE9302DRAWN BY:
PITTSBURGH AVE., SUffE 230
RANCHO CUCAMONGA, CA. 91730 SL
PHONE 909.481.6322
ngineer'ng Communities for life FAX 909.481.6320 DESIGNED BY:
SL; GB
b( DA b(( 7 CHECKED BY:
WE DELL L IW TSURU EXP. 30 18 WLI
RCL=l 36637
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
GARDENS STREET
STA. 18+00.00 TO STA. 22+81.34
APPROVE BY:
_< 7/31/2017
CITY ENGINEER R.C.E. 51152 DATE
AS SHOWN
DATE:
OCTOBER, 2016
DRAWING N0. 5
5584 6