HomeMy WebLinkAbout3546-1GENERAL NOTES
1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA T RIS C T I1� O. 161 ;
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. \\\
3 8
2. WHEN TECHNICAL CONFLICT /S FOUND TO EX/ST IN THE CONTRACT DOCUMENTS THAT CANNOT BE \ �\
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK", THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 2 TLC� NO. 16
�\ �\
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE C/TY OF FONTANA RfEif--LIaE
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PR/OR
TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED \ \ �` `� 22
AT LEAST TWO WORK/NG DAYS PR/OR TO THE START OF ANY WORK /N PUBLIC`� '
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. `, ;`
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5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND `, '; 23
PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST
NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
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6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES."
to7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR ! ; ' �` 19 18
TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF
INDUSTRIAL SAFETY ; ��'„ I ° RA T O. 16:
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. i ; I i i 3---i�HiRc'vo--:
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EX/STS
FOR GROUND MOVEMENT. _
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9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 4 5 6 7 8 9
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 __ i ' TRACT DRY.
FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND 4 5 6 7 8 9
SERVICE ALERT AT 1-800-227-2600 TWO WORK/NG DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, 7
BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE 3 T A T
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND �� ;! ; �� - -
CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PR/OR TO -
WORK AROUND THEIR FACILITIES. 2
,
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT �1
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. '
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14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. - - �' , % � ,� - I 24 21
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE 25 20
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL /
BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL ; p/ ' ; ` I OR 21
STAKING DURING CONSTRUCT/ON. �; �% �' 2 r 26
16. THE CONTRACTOR SHALL NOT DISTURB EXIST/NG SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PR/OR NOTIFICATION TO THE CITY ENGINEER. 25 24
3 23
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 3��\
AS A RESULT OF THIS CONSTRUCT/ON SHALL BE REPLACED. THE CONTRACTOR SHALL
4
NOT/FY THE ENG/NEER ONE WEEK PRIOR TO CONSTRUCT/ON SO THAT TIES TO MONUMENTS
s
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 5
\.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RES/DENTS AND BUSINESSES / 6
AT ALL TIMES. A MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE
CLOSURE AREA FOR RES/DENTS AND EMERGENCY VEHICLES. ` \� 7
8 �)►
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATER/NG, AT ALL TIMES.S \\\ \ 9 10 /
":
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.
B.C.
BEGIN CURVE
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
B. W.
INDEX
�, /
A P
EXISTING CONCRETE.
23.
A GEOTECHNICAL ENGINEER SHALL CERT/FY ALL BACKFILL COMPACTION. FAILURE
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
/ X71
E. P.
EDGE PAVEMENT
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
CITY OF FONTANA
PACIFIC BELL CO.
-
F.L.
WORK UNTIL THE SPECIFIED DENSITY /S OBTAINED.
SCALE. • 1 "
= 100'
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
SCALE IN
FEET'
_
----
ANAHEIM, CA 92807
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
0 100 200
300
`- ----
400
29.
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
25
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE
ATTN: JACK HAYES
TOLL FREE `�l-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RECORD oRAwiNG.
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STREET IMPROVEMENT PLANS
A C TS 1654116541-1
•,
1-2
16541-3
W'LY
R/W
5' 10' 5'
3•�
MAX.
x
CONC '
SIDEWALK Li
CONC. CURB &
GUTTER
22'
79'
CL
22'
27
' CONC. CURB
& GUTTER -
A UGUS TA DRIVE
NOT TO SCALE
EX/STING STREET PER CITY DWG. NO. 2772
E'LY
R/W
5' 5' 5'
29
CONC.
SIDEWALK
VI CIM T Y IWA P
SCALE: 1 " = 2000'
ND AVE
R/W R/w
54' CONSTRUCT/ON NOTES QUANTITIES
7' 20' CL 20' 7'1�- CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12; 959OMPACTED NATIVE MATER/AL 99,304 S.F.
P. U. 6' CL. TO Tc 6 lA CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12; 959 COMPACTED NAT/VE MATERIAL- 6,686 S.F.
-0.01 ' � P. U. E. 2% LEVEL LINI--AC PAVEMENT CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 5, 300 L.F.
29 27. ? MqX
CONC.
` CONC. O3 - CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. 29,791 S.F.
SIDEWALK SIDEWALK 4 CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN N0. 104. 4,754 S.F.
CONC. CURB
CONC. CURB T�= 5.5
& GUTTER54' R�V�J TYP. $E(� T/Q^/ & GUTTER "W" = 8' UNLESS SHOWN OTHERWISE ON PLAN
NOT TO SCALEO5 - CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 12 EA.
SHOREACRES WAY, PABLO CREEK LANE, VIH/RL WIND LANE,
BLACKWOLF WAY, 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 10,528 S.F.
LONG COVE DR/VE, LADYBIRD WAY, �
OAKBROOK WAY, CALIELBACK LANE & STARFIRE LANE "W" PER PLAN.
7� CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE A & 4 FA.
S'L Y NIL Y CASE B.
R/W RAW
106' PROP. PROTTO WALL CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. STD. PLAN 4 EA.
11
lop 40' CL 40' 16' WITH 2.5' RET. WALL NO. 300-2, W=PER PLAN.
PER SEPARA TE PERMIT INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 12 EA.
30' l0' 10' 30' 5'
2.1 15' PAD 10 INSTALL R1 STOP SIGN & "STOP" LEGEND WITH BAR PAVEMENT 2 EA.
MAX. 5' r MARKER PER CITY STD. 139 AND CALTRANS STD.
0.71' TYP.
LEVEL LINE INSTALL STREET LIGHT 5,800 LUMEN ( HPSV ) SCE 17 19 EA.
2Z - --------------- -------- 2�------ ?% i ° MAX. PER CITY STD. PLAN NO. 1016
,R PROP. 3' MAX. RET. WALL 12 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 10 MH118 GV
PER SEPARATE PERMIT STD. NOS. 109 & 130.
EX. CONC. CURB (-EX. CONC.
EX. CONC. & GUTTER EX. CONC. CURB) SIDEWALK
SIDEWALK & GUTTER
EXISTING STREET PER CITY DWG. NO. 2757
SIERRA LAKES PARKWAY
NOT TO SCALE
TC=FS-0.71 '
"=
PRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS
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 EXIST/NG UTILITIES EXCEPT i . M1 1 C_ LA,
x 1 o- �a0 3663
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE a 3 663
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
RAW/NGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES CONDUITS OR STRUCTURES SHOWN OR NOTLEE, M4D
SHOWN ON THESE DRAW/NGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON jl
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NG 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 WORK.
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED I1.4PROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH /N A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
LEGEND
A.C.
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
B.C.
BEGIN CURVE
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
B. W.
BACK SIDEWALK
C.B.
EXISTING CONCRETE.
CI T Y OF FONTANA UTIL /T Y NO TIF/CA TION LIS T
27.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
END CURVE
E. P.
EDGE PAVEMENT
LOCATION OF THE SEWER LATERAL.
CITY OF FONTANA
PACIFIC BELL CO.
END VERTICAL CURVE
F.L.
ATTN. CARLOS NAVARRO
ATTN: VIRGINIA BECKER
28.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
8353 SIERRA AVENUE
3939 E.CORONADO STREET
HIGH POINT
INSPECTED AND APPROVED.
FONTANA, CA 92335
ANAHEIM, CA 92807
ON CURVE
(909) 350-6632
(714) 666-5467
29.
ALL UNDER GROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PR/OR TO
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
PAVING OF STREETS.
ATTN: GREG GASPAR
ATTN: JACK HAYES
VALLEY BLVD.
162J130.
AVENUE
1205TA
APPROVED SOIL STER/LANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
FONTANA, CA. 92335
FONTANA,
IO, CA.
ONTARIO, CA. 91761
PLACEMENT.
(909) 428-8411
(909) 390-4738
EMERGENCIES. (800) 427-2200
31.
PAVEMENT STRUCTURAL SECT/ONS SHOWN ARE MIN/MUM AND SUBJECT TO REVISION
GENERAL TELEPHONE COMPANY
AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER
SO. CALIFORNIA ED/SON COMPANY
ATTN: STEVE HOCK
COMPLETION OF ROUGH GRADING.
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
ONTARIO, CA. 91766
32.
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
(909) 820-5598 - UNDERGROUND
(800) 422-4133
STREET SECT/ONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO
(909) 875-5100 - TRANSMISSIONS
CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRAD/NG.
(213) 637-1233 - PIPELINES
FONTANA WATER COMPANY
DISTRIBUTION
(80)
TTN MICHAEL J RAW
33.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FINISHED
422-4133
8440 NUEVO AVENUE
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
34.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
ATTN. BILL VANDERK/EFT, JR.
FAX: (909) 823-5046
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEV/CES TO THE SATISFACTION OF
(619) 868-6040
THE CITY TRAFFIC ENG/NEER.
UNDERGROUND SERVICE ALERT
35.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
(800) 227-2600
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENG/NEER.
36.
AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER
Q O REV
REVISION DESCRIPTION
OF RECORD, WHO SHALL PROVIDE RECORD DRAW/NGS TO THE CITY ENGINEER.
TOLL FREE `�l-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RECORD oRAwiNG.
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STREET IMPROVEMENT PLANS
A C TS 1654116541-1
•,
1-2
16541-3
W'LY
R/W
5' 10' 5'
3•�
MAX.
x
CONC '
SIDEWALK Li
CONC. CURB &
GUTTER
22'
79'
CL
22'
27
' CONC. CURB
& GUTTER -
A UGUS TA DRIVE
NOT TO SCALE
EX/STING STREET PER CITY DWG. NO. 2772
E'LY
R/W
5' 5' 5'
29
CONC.
SIDEWALK
VI CIM T Y IWA P
SCALE: 1 " = 2000'
ND AVE
R/W R/w
54' CONSTRUCT/ON NOTES QUANTITIES
7' 20' CL 20' 7'1�- CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12; 959OMPACTED NATIVE MATER/AL 99,304 S.F.
P. U. 6' CL. TO Tc 6 lA CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12; 959 COMPACTED NAT/VE MATERIAL- 6,686 S.F.
-0.01 ' � P. U. E. 2% LEVEL LINI--AC PAVEMENT CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 5, 300 L.F.
29 27. ? MqX
CONC.
` CONC. O3 - CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. 29,791 S.F.
SIDEWALK SIDEWALK 4 CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN N0. 104. 4,754 S.F.
CONC. CURB
CONC. CURB T�= 5.5
& GUTTER54' R�V�J TYP. $E(� T/Q^/ & GUTTER "W" = 8' UNLESS SHOWN OTHERWISE ON PLAN
NOT TO SCALEO5 - CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 12 EA.
SHOREACRES WAY, PABLO CREEK LANE, VIH/RL WIND LANE,
BLACKWOLF WAY, 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 10,528 S.F.
LONG COVE DR/VE, LADYBIRD WAY, �
OAKBROOK WAY, CALIELBACK LANE & STARFIRE LANE "W" PER PLAN.
7� CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE A & 4 FA.
S'L Y NIL Y CASE B.
R/W RAW
106' PROP. PROTTO WALL CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. STD. PLAN 4 EA.
11
lop 40' CL 40' 16' WITH 2.5' RET. WALL NO. 300-2, W=PER PLAN.
PER SEPARA TE PERMIT INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 12 EA.
30' l0' 10' 30' 5'
2.1 15' PAD 10 INSTALL R1 STOP SIGN & "STOP" LEGEND WITH BAR PAVEMENT 2 EA.
MAX. 5' r MARKER PER CITY STD. 139 AND CALTRANS STD.
0.71' TYP.
LEVEL LINE INSTALL STREET LIGHT 5,800 LUMEN ( HPSV ) SCE 17 19 EA.
2Z - --------------- -------- 2�------ ?% i ° MAX. PER CITY STD. PLAN NO. 1016
,R PROP. 3' MAX. RET. WALL 12 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 10 MH118 GV
PER SEPARATE PERMIT STD. NOS. 109 & 130.
EX. CONC. CURB (-EX. CONC.
EX. CONC. & GUTTER EX. CONC. CURB) SIDEWALK
SIDEWALK & GUTTER
EXISTING STREET PER CITY DWG. NO. 2757
SIERRA LAKES PARKWAY
NOT TO SCALE
TC=FS-0.71 '
"=
PRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS
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 EXIST/NG UTILITIES EXCEPT i . M1 1 C_ LA,
x 1 o- �a0 3663
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE a 3 663
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
RAW/NGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES CONDUITS OR STRUCTURES SHOWN OR NOTLEE, M4D
SHOWN ON THESE DRAW/NGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON jl
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NG 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 WORK.
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED I1.4PROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH /N A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
LEGEND
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
D.C.
ON CURVE
P.C.C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
RAW
RIGHT OF WAY
TAN.
TANGENT
T. C.
TOP OF CURB
W
WIDTH
V
VERTICAL DEPTH
(590.77)
INDICATES EX/ST/NG ELEVATION
590.77
INDICATES PROPOSED ELEVATION
INDICATES SLOPE > 4 : 1
AC PAVEMENT
®
REMOVAL
®
GR/ND
BENCH MARK: # No. 615 BASIS OF BEARINGS. �
RAILROAD SP/KE AT INTERSECTION THE BEAR/NG OF N00' 16'44 "W ALONG THE
CENTER
OF CITRUS AVE. AND LOS CCENTERLINE OF CITRUS AVE., AS SHOWN
NO. 9011E ECROS
ON MAP OF TR. 15908, FILED /N BOOK
AVE., IN POWER POLE
ON THE EAST SIDE CITRUS AVE. 271, PAGES 34 THROUGH 39, INCLUSIVE,
OF MAPS, RECORDS OF SAN BERNARDINO
ELEVATION: # 1467.59 COUNTY.
Z
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA v
Q NOMA �� PREPARED IN THE OFFICE OF Q
I S�Fti� MADOLE AND ASSOCIATES, INC. S T REE T I PRO VEfEN T PL A NS
�p �%N Z DRAWN BY 16541-1
w No. 62183 m 10601 CHURCH STREET , STE. 107 TRACT NOS. 16541, SCALE
RANCHO CUCAMONGA CA 91730 DJ 16541-2 16541--3 AS SHOWN 00
* Exp: 9-30-05 * PHONE (9091 948-1311 DESIGNED BY.• DA 7E.
��97F L' I V 1 - p SCL APP Y VED BY. TIT S EET SEPT 2003
OFCAL�F Date . Z (1 CHECKED BY.• DRAWING N0. c0
RCE 6203 EXP. 9-30-05 ` ���y/ i 00
ITY ENGINE00
ER R.C.E. 51152 DATE `3546 6
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