HomeMy WebLinkAbout3503-1GENERAL NOTES
I' ITY
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
u FOiVTANA--�!
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN11 BOOK -).'L A N'TR v L/
VEMEN
ALL REFERENCE SPECIFICA TIONS AND STANDARDS SHALL BE THE LA TEST ED/TIONAF In E=MOF
UNLESS OTHERWISE NOTED.
2 WHEN 'TECHNICAL CONFLICT IS FOUND TO EX/ST /N THE CONTRACT DOCUMENTS THA T CANNOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTORAft A Aft A%
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION CI" ® 16267
' 16267�1.* 16267�2s 16267s3s
16267�4 &7 IDZ%Fjl 5
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENG/NEER.
4. CONSTRUCTION PERM/TS SHALL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PR/OR
TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED
AT LEAST TWO WORKING DAYS PR/OR TO THE START OF ANY WORK /N PUBLIC
RICH T - OF- WAY W/TH/N THE CITY LIMITS. CALL 909 350-7610. �
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STA TF OF CALIFORNIA MANUAL OF 7RAFFIC CONTROLS, LA TEST
NON -METRIC EDITION UNLESS 07HERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. '
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
�I
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Q
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR
TRENCHES 5 FEET OR GREA TER IN DEP 7H FROM THE CAL/FORN/A STA TE DI VISION OF TR M178
INDUS7R/AL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVAT/ONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE ry
GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE /
REQUIREMENTS OF THE DIMS/ON OF INDUSTRIAL SAFETY OF THE STA 7E OF CALIFORNIA, '
l
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07EN77AL EX/STS �O
FOR GROUND MOVEMENT. �
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT \
OB TA/N/NG A SEPARA TE PERMIT FOR 7HA T PURPOSE. 1 12 13 14 15 1 16
11 17
10. THE LOCA 77ONS OF U77LI77ES SHOWN HA VE BEEN DETERMINED FROM A VAILABLE /NFORMA TION'V
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR TO DETERMINE, IN 7HE c% f0 5 _ CURI
18 ~j
FIELD, THE TRUE LOCATION AND ELEVA 77ON OF ANY EXIS77NG UTILITIES, AND TO EXERCISE
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND g 2
SERVICE ALERT A T 1-800-227-2600 TWO WORK/NG DA YS BEFORE EXCA VA TION. l 19
24 22
11. 7HE CON7RACTOR SHALL COORDINATE CONSTRUCT/ON WITH ALL UTILITY COMPANIES INCLUDING, f / 21 15
BUT NOT L/M/TED TO, GAS, TELEPHONE, ELECTRIC CABLE ]FLEWS/ON, LANDSCAPING, LANDSCAPE 7 16
IRR/GAT70N, DOMES77C WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONT7?0L AND 1 18 17
CAL TRANS ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 6 �� 26 9
WORK AROUND THEIR FACILITIES. 24 23 2 20
21 Id
.. 16 ' -
17 �
N0• t� f9 18
SEE SN�• 22 2��
1
23
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
5
27
� � 3
EI. R
- -
12 a\
11 <
f0
APPROPRIATE AGENCY-AUTHOR/ZA770N. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
4
�
`.
WA TER COMPANY FOR VAL VE OPERA 77 ON AND WA TER REQUIREMENTS
=
5 CONSTRUCT P.C.C. CROSS GUTTER W 8 PER CITY STD. PLAN N0. 105
O
,
7
13. CURVE DA TA REFERS TO THE FACE OF CURB.
3
6 5
4 5 6\�1
F
CB11 B# LOT A
14. STATIONING REFERS TO THE CEN7ERL/NE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 2 3 SIGHTL�N ''
1 2_!
15. ADEQUATE CONSTRUCT/ON CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL - IGHTJ
BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND CONSTRUC77ON CONTROL
STAKING DURING CONSIERRA LAK£PARKWAYSTRUC770N. � _ � ..
16. 7HE CONTRACTOR SHALL NOT DISTURB EX/ST/NG SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PR/OR NO77FICA77ON TO THE CITY ENG/NEER.
14 15 �
12 13 16 ����•
14
9 d10 NO, �� 13
61
� 16 15
5 7 17
18 \ 1
1
'6 \\, 1 81 9 1 10 � 2
12 4 3 2 1
�r_ . ANYON
..
4 .,..
O4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN N0. 1006.
16 EA
�
=
5 CONSTRUCT P.C.C. CROSS GUTTER W 8 PER CITY STD. PLAN N0. 105
O
,
-
WdSIERRA
5
6 5
4
3
27 1
7
KES
PKWY.
J
15OT
A"
/ 6
CASE"A" OR "B" AS SHOWN ON PLAN
n.
LOT -A"
..
.n
O CONSTRUCT CURB OPEN/NG CATCH BASIN PER A.P. W.A. STD. PLAN
7 EA
7
rR ND. 18267'
-- .
W
\ SUMMIT AVENUE
W
O4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN N0. 1006.
16 EA
=
5 CONSTRUCT P.C.C. CROSS GUTTER W 8 PER CITY STD. PLAN N0. 105
O
1 700 SF
'
WdSIERRA
O6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
38,085 SF
KES
PKWY.
J
7 EA
BASELINE
AVENUE
VICINITY MAP
N.T. S
j
W
Q
j
0
� - : _ ar nrw LAKES PARKWAY _
4 5 -_:_ -. _:" .__.�.� = - �.: ..�-- -- _ ..�e.._ CONSTRUCTION NOTES QUANTITIES
2 3"IN sEE sir. Na. 5
_. m wrd..an.ms aaxpaceir..+..;..' aysw.nw�"sM..n H H
1�51•� SIGHT �» ." - - 959 COMPACTED 1 0 SF
A S 3#4 Lv„�� �„ - � ,, •-m• - �-r •���-�- CONSTRUCT 4 AC PAVEMENT (M/N.) OVER 12 0 23,81
3 NATIVE MATER/AL (SEE GENERAL NOTES 31 & 32)
PARKSu
-'�,KE vEMEN.�
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003 6,755 LF
G iMP0.o239 3 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER IRA NSI T/ON PER 332 LF
• EX�ST�pWG N NO. 2 O
CITY STD. PLAN NO. 1003
-\ PER SHEET
15g29
P•M'
INDEX MAP
1 /. VML NIVU /\G!"LPiIiUV/G/V / Ur G/VJ I //VV JVIS VL l UL//V/ICL/Li IlVULVUIIVV OUlt VG I - SCALE: 1
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL-
" -150'
ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DES7ROYED
AS A RESULT OF THIS CONS7RUC77ON SHALL BE REPLACED. THE CONTRACTOR SHALL R/W R/W
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCT/ON SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF 7HE MONUMENT. 58� I 5' R/W R/W
P. U.E. P. U.E. 5' I 50154' i S'
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES CL PP. U. E.
AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES IN THE 2:1 I T 22' 22' T
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. MAX. 2' G'® LEVEL LINE fol112'�
2' MAX. 2.1 I i 7' ' 18120' CL 18120' / 7' I
19. THE CONTRACTOR SHALL PIYOWDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, I 0.05' I 0' 0.05 I MAX. 2' �Q 0� 2 MAX.
INCLUDING ADEQUA TE WA TERING, A T ALL TIMES. - _ 2q _LEVEL LINE
2� I
=_
20. ALL GRADING OPERA 77ONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES 2Zr-
EXCEED 25 MILES PER HOUR. CONC. SIDEWALK ~ CONC.
SIDEWALK
' ` '' SIDEWALK
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE CONC. CURB& 4 1/2" AC -- CONC. CURB 4" AC
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO 7HE RIGHT-OF-WAY DURING GUTTER & GUTTER SIDEWDEWALK - CONCCURB& CONC. CURB
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. B/L TMORE WAY GUTTER & GUTTER
, CYPRESS A VE,
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, & TIBURON WA Y (10+00.00 TO 11 +72.00) 50': TIBURON WAY STA. 11+72.00 TO 13+27.72, TANGLEWOOD WAY
23. A GE07ECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPACRON. FAILURE NTS EL REV/NO DRIVE STA. 10+00.00 TO STA. 11+89.27
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE - EL REVINO DRIVE STA 17 1725 TO STA 23 08 75
TC -FS -O.05 + +
WORK UNTIL THE SPECIFIED DENS/TY IS OBTAINED. TI=6.5 ECHO HILLS LANE, EMPIRE LAKES COURT, PENNARD LANE TC=FS-0.71' LEGEND
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING & CANYON LAKE LANE T1=10 A. C. ASPHAL TIC CONCRETE
STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE CITY OF FONTANA UTILITY NOTIFICATION LIST 54': EL REVINO DRIVE STA.11+89.27 TO STA. 17+17.25 B. C. BEGIN CURVE
TEMPORARY NON-ERODEABLE SWALES ENTER/NG OR LEAVING IMPROVEMENTSB.V.C. BEG. VERTICAL CURVE
CITY of FONTANA PACIFIC BELL CO. NTS PRIVATE ENGINEERS NOTICE TO CONTRACTORS W BACK SIDEWALK W WIDTH
TC=FS+O.03' (@ 50' STREET WIDTH) C.B.C CATCH BASIN
25. THE F/NAL LOCA 77ON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE ATTN. CARLOS NAVARRO ATTN. • VIRGINIA BECKER CL V VERT/CAL DEPTH
TC=FS-0.01' (® 54' STREET WIDTH) CENTERL/NE
77ME OF CONS7RUC77ON AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 8353 SIERRA AVENUE 3939 E.CORONADO STREET E. C. END CURVE V. C. VERT/CAL CURVE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LI77ES OR STRUCTURES
FONTANA, CA 92335 ANAHEIM, CA 92807 TI = 5.5 E P. EDGE PA VEMEN T
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH SHOWN ON ]HESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
EXIST/NG CONCRETE. (909) 350-6632 (714) 666-5467 TO THE BEST OF OUR KNOWLEDGE, ]HERE ARE NO EX/S77NG UTILITIES EXCEPT EG• EDGE GRADE AC PAVEMENT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE E. ..0 END VERTICAL CURVE EDGE OF PAVEMENT
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE SO. CALIFORNIA GAS COMPANY COMCAST (CABLE N) PRECAU77ONARY MEASURES TO PR07ECT THE U77LITY LINES SHOWN ON ]HESE FL FLOW LINE �/�
LOCAT/ON OF THE SEWER LATERAL. ATTV. GREG GASPAR ATTN: JACK HAYES DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- FS FINISH SURFACE
16231 VALLEY BLVD. 1205 DUPONT AVENUE SIB/L/TY FOR THE U77LITY PIPES, CONDUITS OR S7RUCTURES SHOWN OR NOT G.B. GRADE BREAK (590.77) INDICATES EX/STING ELEVATION
SHOWN ON THESE DRAWINGSS, H.P. HIGH PO/NT 310.00 INDICATES PROPOSED ELEVATION
28. NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, FONTANA, CA. 92335 ONTARIO, CA. 91761 INV INVERT TR TANGENT GRADE
INSPECTED AND APPROVED. (909) 428-8411 (909) 390-4736 THE CON7RACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- L. E. LANDSCAPE EASEMENT M. V. C. MIDDLE VERTICAL CURVE
BILITY FOR 7HE JOB SITE CON0177ONS DURING THE COURSE OF CONS7RUC77ON 0.C. ON CURVE M.O.C. MIDDLE OF CURVE
29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO OF THIS PROJECT, • INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT P.C.C. PORTLAND CEMENT CONCRETE RP RADIAL PO/NT
PAVING OF STREETS GENERAL TELEPHONE COMPANY THIS SHALL APPLY CON77N000SLY AND NOT BE L/M17ED TO NORMAL WORKING HOURS, (R) RIDGE LINE LP LOW POINT
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 7HE OWNER
30. APPROVED SOIL STER/LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PR/OR TO SO. CALIFORNIA ED/SON COMPANY ATTN. • STEVE HOCK AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, R/w RIGHT WA Y
PLACEMEN T. 7951 REDWOOD AVENUE 1400 E. PH/LL/PS BLVD. IN CONNEC 77ON WITH 7HE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP 77NG TAN. TANGENT
T
FONTANA CA. 92335 , NTAR/0, CA. 91766 (909) FOR LIABILITY ARISING FROM 7HE SOLE NEGLIGENCE OF THE OWNER OR THE r C TOP OF CURB
Jr PAVEMENT STRUCTURAL SEC770NS SHOWN ARE MINIMUM ANDS SUBJECT TO REVISION 909 820-5598 UNDERGROUND 800) 422-4133 ENG/NEER. P. V.I POINT OF VERT/CAL INTERSEC77ON
AND APPROVAL OF THE CITY ENG/NEER AS DETERMINED BY SOILS TESTS TAKEN AFTER ( ) /Q' O��ESSIQ P.M.V.0 POINT MIDDLE OF VERT/CAL CURVE
COMPLETION OF ROUGH GRADING. (909) 875-5100 - TRANSMISSIONS 'O �'�l C. F. CURB FACE
4, L. I Iy � .- -..- CONTRACTOR SHALL VER/FY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT - - -
j (213) 637-1233 PIPELINES FONTANA WATER COMPANY Off' 9�� � ALL DISCREPANCIES TO THE ENGINEER PR/OR TO THE COMMENCEMENT OF WORK.
Q
32 °'ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MA7ER/AL FOR STRUCTURAL (909) 357-6233 D/STR/BUTTON A1TN. M/CHAFE J. McGRAW ti � RECORD `D D
STREET SECT/ONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO o= � � �
CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ( 800 ) 422-4133 8440 NUEVO AVENUE �'.0 r 3��3) THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
FONTANA, CA 92335 �, . txv �N PART, ON THE BASS OF INFORMATION COMPILED AND
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS. AND ..VALVE BOXES .SHALL BE RA/SED.. TO FINISHED CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 D ,. FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
GRADE BY 7HE PAVING CONTRACTOR UPON COMPLETION OF PA V/NG. ATTN.'BILL VANDERK/EFT, JR. FAX: (909) 823-5045 �� C� �� �' 2 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH BENCH MARK: # 615 BASIS OF BEARINGS:
EF Alr� HAVE BEEN INCORPORATED INTO THE DOCUMENTS As -
E RAILROAD SPIKE AT INTERSEC710N OF CE ERLINEBEARING OF ERR4N70LAKE ALONG THE
.(619) 868-6040 A RESULTTHERwOF CENTERLINE OF SIERRA LAKES PARKWAY
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGN/NG, CmtUS AVENUE AND LOS CEDROS
STR/PING, BARRICADES, AND OTHER TRAFF/C CON7ROL DEVICES TO THE SATISFACTION OF Y AVENUE, IN POWER POLE NO. 9011E AS SHOWN ON PARCEL MAP N0. 15829,
UNDERGROUND SERVICE ALERT L ON THE EAST SIDE OF CITRUS AVENUE. 64 O /N BOOK 19$ PAGES S THROUGH
THE TRAFFIC CITY ENG/NEER. �� /� 64 of PARCEL MAPS, WAS USED AS THE # SIERRA
�
(800) 227-2600 / BASIS OF BEARINGS FOR THIS MAP PLAN
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS ELEVATION: 1467.59 �j
AFFECTED BY 7HE CONSTRUCTION TO THE SA77SFACT/ON OF THE CITY ENGINEER. Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, O Q PREPARED IN THE OFFICE OF
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENG/NEER. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL d ��Ey MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLANS Z
DRAWN BY:
o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ��R.N0.16267 TR.N0.16267-1 TR.N0.16267-2 scALE Q
No. 65195 10601 CHURCH STREET , STE. 107 ' ' J
a RANCHO CUCAMONGA, CA 91730 �� TR.N0.16267-3 TR.N0.16267-4 TR.N0.16267-$ AS SHOWN
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO H PHONE (909) 948-1311 DESIGNED BY. ' DATE
BEFORE DAYS BEFORE Exp/ 9-30-05
� tip' MJG/LP ri T E HEE r DEC. 2003 I --
YOU DIG You DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND gTFpF�0�� Date : �2•�9-o DRAWING
^ �l�l�� K BY: APPRO BY:
TOLL FREE 1-800-227-2600 L4� ��G�� ��A<���G RCE 65195 EXP. 9-30-05 / Z Z L •O�
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 IV►M SPD WAIlc MW sI Tb V IOIDE STANDARDS IN EFFECT. MJG/LP 3503 7 I�
TY GINEER R.C.E. 51152 DATE
JA826-1181\Street\st0l.dwg, 12/19/2003 12:48:08 PM, MG
O4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN N0. 1006.
16 EA
=
5 CONSTRUCT P.C.C. CROSS GUTTER W 8 PER CITY STD. PLAN N0. 105
O
1 700 SF
'
O6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
38,085 SF
O CONSTRUCT LOCAL DEPRESS/ON PER A.P. W.A. STD. PLAN 313-1 & DETAIL SHEET 7
7 EA
CASE"A" OR "B" AS SHOWN ON PLAN
O CONSTRUCT CURB OPEN/NG CATCH BASIN PER A.P. W.A. STD. PLAN
7 EA
300-2, "W" PER PLAN
O9 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109
17 EA
10 ADJUST VALVE TO GRADE PER CITY STD. 130
26 EA
S'L Y
RAW
11 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
12 EA
R/W
106'
PROP. PROTTO l/
12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016
21 EA
10'
40' CL
40'
16'
WALL WITH
(SCE #7)
30' 10'
10'
30'
4'
2.5' RET.
13 CONST. DRI VEWA Y PER Cl TY S7D. PLAN NO. 102
15, 830 SF/119 EA
5
5'
S'
2'
PAD
14 INSTALL Rl STOP S/GN W L/M/T LINE & "STOP" LEGEND.
/
8 EA
21
MAX.
5
2q MIN.
0.71' TYP.
207 MAX.
15 SAWCUT AND REMOVE EXISTING A. C. PAVEMENT
350 SF
29
_ _
LEVEL LINE _
2
MAX.
?%
16 REMOVE EXIS77NG AC BERM
350 LF. -
PROP. 3' MAX.
RET. WALL
CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12 OF 95q COMPACTED
14,850 SF
EX. CONC.
EX. CONC. CURB
& GUTTER
EX. CONC. CURB
EX. CONC.
SIDEWALK
NA 77 VE MA TERIAL (SEE GENERAL NO TES 31 & 32)
SIDEWALK
& GUTTER
SIERRA L A KES
PA RK WA Y
TC -FS -O.05 + +
WORK UNTIL THE SPECIFIED DENS/TY IS OBTAINED. TI=6.5 ECHO HILLS LANE, EMPIRE LAKES COURT, PENNARD LANE TC=FS-0.71' LEGEND
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING & CANYON LAKE LANE T1=10 A. C. ASPHAL TIC CONCRETE
STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE CITY OF FONTANA UTILITY NOTIFICATION LIST 54': EL REVINO DRIVE STA.11+89.27 TO STA. 17+17.25 B. C. BEGIN CURVE
TEMPORARY NON-ERODEABLE SWALES ENTER/NG OR LEAVING IMPROVEMENTSB.V.C. BEG. VERTICAL CURVE
CITY of FONTANA PACIFIC BELL CO. NTS PRIVATE ENGINEERS NOTICE TO CONTRACTORS W BACK SIDEWALK W WIDTH
TC=FS+O.03' (@ 50' STREET WIDTH) C.B.C CATCH BASIN
25. THE F/NAL LOCA 77ON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE ATTN. CARLOS NAVARRO ATTN. • VIRGINIA BECKER CL V VERT/CAL DEPTH
TC=FS-0.01' (® 54' STREET WIDTH) CENTERL/NE
77ME OF CONS7RUC77ON AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 8353 SIERRA AVENUE 3939 E.CORONADO STREET E. C. END CURVE V. C. VERT/CAL CURVE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LI77ES OR STRUCTURES
FONTANA, CA 92335 ANAHEIM, CA 92807 TI = 5.5 E P. EDGE PA VEMEN T
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH SHOWN ON ]HESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
EXIST/NG CONCRETE. (909) 350-6632 (714) 666-5467 TO THE BEST OF OUR KNOWLEDGE, ]HERE ARE NO EX/S77NG UTILITIES EXCEPT EG• EDGE GRADE AC PAVEMENT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE E. ..0 END VERTICAL CURVE EDGE OF PAVEMENT
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE SO. CALIFORNIA GAS COMPANY COMCAST (CABLE N) PRECAU77ONARY MEASURES TO PR07ECT THE U77LITY LINES SHOWN ON ]HESE FL FLOW LINE �/�
LOCAT/ON OF THE SEWER LATERAL. ATTV. GREG GASPAR ATTN: JACK HAYES DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- FS FINISH SURFACE
16231 VALLEY BLVD. 1205 DUPONT AVENUE SIB/L/TY FOR THE U77LITY PIPES, CONDUITS OR S7RUCTURES SHOWN OR NOT G.B. GRADE BREAK (590.77) INDICATES EX/STING ELEVATION
SHOWN ON THESE DRAWINGSS, H.P. HIGH PO/NT 310.00 INDICATES PROPOSED ELEVATION
28. NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, FONTANA, CA. 92335 ONTARIO, CA. 91761 INV INVERT TR TANGENT GRADE
INSPECTED AND APPROVED. (909) 428-8411 (909) 390-4736 THE CON7RACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- L. E. LANDSCAPE EASEMENT M. V. C. MIDDLE VERTICAL CURVE
BILITY FOR 7HE JOB SITE CON0177ONS DURING THE COURSE OF CONS7RUC77ON 0.C. ON CURVE M.O.C. MIDDLE OF CURVE
29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO OF THIS PROJECT, • INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT P.C.C. PORTLAND CEMENT CONCRETE RP RADIAL PO/NT
PAVING OF STREETS GENERAL TELEPHONE COMPANY THIS SHALL APPLY CON77N000SLY AND NOT BE L/M17ED TO NORMAL WORKING HOURS, (R) RIDGE LINE LP LOW POINT
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 7HE OWNER
30. APPROVED SOIL STER/LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PR/OR TO SO. CALIFORNIA ED/SON COMPANY ATTN. • STEVE HOCK AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, R/w RIGHT WA Y
PLACEMEN T. 7951 REDWOOD AVENUE 1400 E. PH/LL/PS BLVD. IN CONNEC 77ON WITH 7HE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP 77NG TAN. TANGENT
T
FONTANA CA. 92335 , NTAR/0, CA. 91766 (909) FOR LIABILITY ARISING FROM 7HE SOLE NEGLIGENCE OF THE OWNER OR THE r C TOP OF CURB
Jr PAVEMENT STRUCTURAL SEC770NS SHOWN ARE MINIMUM ANDS SUBJECT TO REVISION 909 820-5598 UNDERGROUND 800) 422-4133 ENG/NEER. P. V.I POINT OF VERT/CAL INTERSEC77ON
AND APPROVAL OF THE CITY ENG/NEER AS DETERMINED BY SOILS TESTS TAKEN AFTER ( ) /Q' O��ESSIQ P.M.V.0 POINT MIDDLE OF VERT/CAL CURVE
COMPLETION OF ROUGH GRADING. (909) 875-5100 - TRANSMISSIONS 'O �'�l C. F. CURB FACE
4, L. I Iy � .- -..- CONTRACTOR SHALL VER/FY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT - - -
j (213) 637-1233 PIPELINES FONTANA WATER COMPANY Off' 9�� � ALL DISCREPANCIES TO THE ENGINEER PR/OR TO THE COMMENCEMENT OF WORK.
Q
32 °'ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MA7ER/AL FOR STRUCTURAL (909) 357-6233 D/STR/BUTTON A1TN. M/CHAFE J. McGRAW ti � RECORD `D D
STREET SECT/ONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO o= � � �
CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ( 800 ) 422-4133 8440 NUEVO AVENUE �'.0 r 3��3) THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
FONTANA, CA 92335 �, . txv �N PART, ON THE BASS OF INFORMATION COMPILED AND
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS. AND ..VALVE BOXES .SHALL BE RA/SED.. TO FINISHED CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 D ,. FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
GRADE BY 7HE PAVING CONTRACTOR UPON COMPLETION OF PA V/NG. ATTN.'BILL VANDERK/EFT, JR. FAX: (909) 823-5045 �� C� �� �' 2 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH BENCH MARK: # 615 BASIS OF BEARINGS:
EF Alr� HAVE BEEN INCORPORATED INTO THE DOCUMENTS As -
E RAILROAD SPIKE AT INTERSEC710N OF CE ERLINEBEARING OF ERR4N70LAKE ALONG THE
.(619) 868-6040 A RESULTTHERwOF CENTERLINE OF SIERRA LAKES PARKWAY
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGN/NG, CmtUS AVENUE AND LOS CEDROS
STR/PING, BARRICADES, AND OTHER TRAFF/C CON7ROL DEVICES TO THE SATISFACTION OF Y AVENUE, IN POWER POLE NO. 9011E AS SHOWN ON PARCEL MAP N0. 15829,
UNDERGROUND SERVICE ALERT L ON THE EAST SIDE OF CITRUS AVENUE. 64 O /N BOOK 19$ PAGES S THROUGH
THE TRAFFIC CITY ENG/NEER. �� /� 64 of PARCEL MAPS, WAS USED AS THE # SIERRA
�
(800) 227-2600 / BASIS OF BEARINGS FOR THIS MAP PLAN
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS ELEVATION: 1467.59 �j
AFFECTED BY 7HE CONSTRUCTION TO THE SA77SFACT/ON OF THE CITY ENGINEER. Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, O Q PREPARED IN THE OFFICE OF
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENG/NEER. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL d ��Ey MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLANS Z
DRAWN BY:
o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ��R.N0.16267 TR.N0.16267-1 TR.N0.16267-2 scALE Q
No. 65195 10601 CHURCH STREET , STE. 107 ' ' J
a RANCHO CUCAMONGA, CA 91730 �� TR.N0.16267-3 TR.N0.16267-4 TR.N0.16267-$ AS SHOWN
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO H PHONE (909) 948-1311 DESIGNED BY. ' DATE
BEFORE DAYS BEFORE Exp/ 9-30-05
� tip' MJG/LP ri T E HEE r DEC. 2003 I --
YOU DIG You DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND gTFpF�0�� Date : �2•�9-o DRAWING
^ �l�l�� K BY: APPRO BY:
TOLL FREE 1-800-227-2600 L4� ��G�� ��A<���G RCE 65195 EXP. 9-30-05 / Z Z L •O�
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 IV►M SPD WAIlc MW sI Tb V IOIDE STANDARDS IN EFFECT. MJG/LP 3503 7 I�
TY GINEER R.C.E. 51152 DATE
JA826-1181\Street\st0l.dwg, 12/19/2003 12:48:08 PM, MG