HomeMy WebLinkAbout3366-1GENERAL NOTES 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
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COLOR AND FINISH TO MATCH EXISTING CONCRETE o h
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE " " BRIDLEPATH DR
CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS 27. THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS THE CURB AT THE LOCATION OF THE SEWER LATERAL.
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING WILSON AVE SUMMIT AVE SUMMIT AVE
NOTED. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. TL7 Lind PIN (a VIE 91�1.d Iq "'U'4 Aklqo
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE APPROVED PRIOR TO PAVING OF STREETS. ' � Cti'0
PROVISIONS IN THE „GREEN BOOK", THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR 30. APPROVED SOIL STEf�ILANT IS REQUIRED UNDER ALL NEW ASPHALT BANYAN ST CUCA�IONGA
RESOLUTION. PAVEMENT PRIOR TO PLACEMENT. _
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT EET I g �r� v���li �1CiJ�iT
CITY ENGINEER. TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED ' 1 - Np
BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. R7�1 ONAGE RD
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF - - - �-� - - - _ - _ - - _ a , -- STATE RourE 210 FRWY STATE Ro 210 FRWY
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING - - - - s
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
DIVISION PRIOR TO THE START OF ANY WORK. � �--------------------------- -- --- ' L � I •
FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A ______ --
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO ------ 12V _____,2,___ 4 ---1- _ _ Q GH D AVE
WORKING DAYS PRIOR TO THE START OF ANY WORK !N PUBLIC GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA _ ff,� _ , �_____ -____ _________________ _____________ � --17V -------------- ------------------------------ SOUTH
r �f--- r------------------------------- ;----»------------}rs----------= ----- - - - - = _ = = = = =-��,- --_- �__
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. -- -- , -'--------------------- _ , - --- i MOKESTONE ST
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. - \ y _ + F- FO A
COVERS AND VALVE BOXES �� I i "...� g``Q� ¢ o �
33. ALL MANHOLES CLEANOUT FRAMES a
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL VICTORIA ST
POLICIES METHODS AND PROCEDURES DESCRIBED IN THE STATE SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING. 1 ) i i 10 �' � 11 75 74 b9 � � Ss 48 � � 42
I , ui
OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC i '� i �� + "i ��P >- AVE ,., � a
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. I ' ' ' ' ' ' ' ' ' ` + "' Q` z w
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ! r i ui 4, Q =
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. J ' 9 ` ' 12, 76 ` ' 78 60 ` ' 57 44 ` '
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. �/� t , i �,, , , , 29 ` , + BASELINE AVENUE vQi m
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION I i i i i , i i , ,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION ( i i s ( I i 18 77 i i 61 I '56
40
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH TO THE SATISFACTION OF THE CITY ENGINEER. 29
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
m
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO i i i I i I i
1 14 7s 71 62 I� 46 ss
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) THE ENGINEER OF RECORD WHO SHALL PROVIDE RECORD DRAWINGS I I a so
FEET IN DEPTH SHALL BE GUARDED BY SHORING SLOPING OF THE ' i i i i i i W I i4
TO THE CITY ENGINEER. � I �
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS i i a i i i 1 i i i'I PROJECT
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. I i 6 ' I i 1.6 79 i i 70 68 i 64 47 I ias ' ' "
I ' O 0 I I t a I I� I � "� `0
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN HAP
CITY OF FO ANA, UTILITY NOTIFICATION LIST , i , w , , LOCATION
THE POTENTIAL EXISTS FOR GROUND MOVEMENT I I i i i i i i i i iIi i N.T.S.
Q � � � w
87
CITY OF FONTANA PACIFIC BELL CO. `:, i I i ' v 16 R ' '69 i i W 53 48 i i 1 1
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC o i W 0 j
8353 SIERRA AVENUE 3939 E. CORONADO STREET ® , , LEGEND
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR , i i i it i ,Its
!� I I�
THAT PURPOSE. FONTANA, CA. 92335 ANAHEIM, CA. 92807 i ( 4 I >" i� ' ' i i ,
(909) 350-6632 (714) 666-5467 , 17 81 i i es , , 68 49 , , 30 _ _ , i
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM i
EXISTING STREET LIGHT R/W RIGHT OF WAY TAN TANGENT GRADE
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY SO. CALIF. GAS COMPANY COMCAST ( CABLE TV SNAP --- _ s I i i i ' ' ' ' ' - R' FIRE HYDRANT PUE PUBLIC UTILITY EASEMENT PI POINT OF INTERSECTION
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE 1981 W. LUGONIA AVENUE 1205 DUPONT AVE. ®"WAGON ' i ' ' ' +,
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO REDLANDS, CA. 92374 ONTARIO, CA. 91761 D"L i i A i i i +iii--� PROPOSED STREET LIGHT GB GRADE BREAK PRC POINT OF REVERSE CURVATURE
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE (909) 335-7547 (909) 390-4738 i 2 i _ _ _ _ _• _ �'
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT EMERGENCIES: (800) 427-2200 I I _ _ _ _ i EA EACH TC TOP OF CURB MOC MIDDLE OF CURVE
] -800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. CRAWFORD CANYON MUTUAL i I 19 +
WATER COMPANY i i -__ --_ _ __-- ---_ __-_ __------------
11.
_____ ____ / +II' SF SQUARE FEET FS FINISHED SURFACE BCR BEGIN CURB RETURN
SO. CALIF. EDISON COMPANY � 1
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL 300 N. PEPPER AVENUE (619) 868-6040 _ - ��� ` - II II
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, (i II LF LINEAL FEET FG FINISHED GRADE ECR END CURB RETURN
RIALTO, CA. 92376 , � � i
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, (909) 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY + _ _ i/ 20 1 s 4 6 6 7 9 l0 3� � t 14 15 16L17 � �I� ----- CENTERLINE
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, (909) 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. % II INV INVERT BC BEGIN CURVE
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY (213) 637-1233 - PIPELINES ONTARIO, CA. 91766 _ _ _ _ '� _ _ i i fl A TRACT BOUNDARY LOC LENGTH ON CURVE EC END CURVE
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 909) 357-6223 - DISTRIBUTION '• - - - - - - - " - - - - - - - - - - - - - - -
WORK AROUND THEIR FACILITIES. i F -SD - STORM DRAIN CB CATCH BASIN BVC BEGIN VERTICAL CURVE
T H NOT PRA ANY FIRE HYDRANT OR FONTANA WATER COMPANY LOT 'B"
i2. THE CONTRACTOR SHALL 0 OPERATE TE � 8440 NUEVO AVENUE' -W WATER MAIN HP HIGH POINT EVC END VERTICAL CURVE
WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. FONTANA CA. 92235 dI� -S SEWER MAIN O CURVE DATA REFERENCE LETTER MOVC MIDDLE OF VERTICAL C
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER (g09) 822-2201 I��EX"- � ' CURVE
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. FAX: 909 823-5046 SCALE. 1 -100 - 10 CONSTRUCTION NOTE REFERENCE NUMBER MOD MODIFIED
( ) ���°F���/O4' 'these Record Documents have been re ares PROPOSED AC PAVEMENT
o qLP LOW POINT L.U.A. LIMITED USE AREA
13. CURVE DATA REFERS TO THE FACE OF CURB. �`� s. H p p
based on information provided by others. The ® AC PAVEMENT REMOVAL
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT r No - 43976 Design Professional has not verified the accuracy ( ) EXISTING ELEVATION/EXISTING GRADE L.O.S. LINE OF SIGHT
WHERE OTHERWISE NOTED. 1� Exp. s�3�;�; and/or completeness of this information and shall L.E. LANDSCAPE EASEMENT
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL 8E SET BY THE TYPICAL SEMON ` �- not be responsible for any errors or omissions (VARIABLE WIDTH)
FOR BASEMIE AVE SEE SHEET 9 s�q CIVIL �P hi ►na be incorporated herein as a result
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE, WORK FUTURE CONSTRUCTION oirrESTWATE
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE BY OTHERS cal` ®� y p CONSTRUCTION NOTES Q AF�TTITIES�
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION Z _O
CONTROL STAKING DURING CONSTRUCTION. Ct AC CONSTRUCTION WIDTH VARIES R/W
a1 --INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) ON 25 FT. MARBELITE POLE 12 EA.
R/W 0'-46.5' SEE PLAN 11.5' OR APPROVED EQUAL. PER CITY STD. DWG # 1016
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO 50' VARIES 50' - 58' R/W 62' 58' R/W 22 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
THE CITY ENGINEER. (SEE GENERAL NOTES 31 AND 32) 97,970 S.F.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING 10' 40 VARIES 40' - 48' I 10' FUTURE 12' 50' 48' 10' FUTURE 3 CONSTRUCT 6" . PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 3,530 L.F.
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE SIDEWALK ?,7 3, g, o SIDEWALK
1 5 �\ v 5 4,487 S.F.
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 5' 16 16 15 BUS BAY 16 16 44 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 MODIFIED
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF 29; LEVEL LINE " ? LEVEL LINE (MODIFIED 8' WIDTH)
-- --------- -
----- 2%--------- --------2-y'----- ------------- 2% -- -------------------- ---- ------------ �_----------- -- 2% (M H)
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL �-- '�Z
,, - 1/ r - 5 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, WIDTH 16' 7,872 S.F.
/ _ Z %x,,`':+>j•:..»'<f:+ -r.. .,� .\\ ::...,............ .:� ,: ,_ _ _.., , - ..... EXIST. GROUND
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO _.:.... • ....... - EXIST. GROUND
0 FY \\ w..... r.. ....:... , ..a..:
THAT T! T MONUMENTS CAN BE ESTABLISHED FOR LATER - :..:,._<.-..:..::,:::. , .;.4:.:w:.:....:::• . _ ::._,..... ;._...,..r: ,::.:> �: LINE
T ES 0._, �,,..... _ .......,:._.w...,..- r.. � _ - � _ _ - -: �. CONSTRUCT 4 PCC SIDEWALK PER CITY STD DWG NO 1015 ]S.F.
REPLACEMENT OF THE MONUMENT. \12
\\\ „ l i \r 3:1 SLOPE MAX. 6
6 �,\ /�\�TYPICAL SECTION GRADED SHOULDER �`�� 7 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 10 EA.
i8. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND 12 :\�` BEECH AViI+NUE 5% TYPICAL SECTION
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE 8' BEBCH AVER BITS BAY 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 12 EA.
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA . FOR TJL = 10 FUTURE CURB &GUTTER T.L a jQ 9 REMOVE TRAFFIC BARRICADE 130 L.F.
RESIDENTS AND EMERGENCY VEHICLES. NOT TO SCALE NOT TO SCALE
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
STA. 29#79.7 TO STA. .T4 10 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 4 EA,
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT 11 INSTALL STREET SIGN PER CITY STD. DWG. N0. 139 5 EA.
ALL TIMES. , RAN � R/W° R/W � RjW @_CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. N0. 1003 2,440 L..F.
PRIVATE ENG S NOTICE TO CO CTOR.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED 5' 50' 5' I 5' 46' 5' 13 SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT LINE 334 L.F.
WEND VELOCITIES EXCEED 25 MILES PER HOUR. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES i PUE PUE i i " "
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. I 25 25 I I POE 23 23 POE I PER DETAIL B ON SHEET 8
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE ' ' I i 14 GRIND EXISTING A.C. PAVEMENT (MIN. 0.1' THICKNESS) PER DETAIL "B" ON SHEET 8 1670 S.F.
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY 1 5 20 20 5 111 i ]' 5' 18' 18' 5' 1' '
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRECAUTfONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER I i I I 15 CONSTRUCT BUS BAY TURN OUT PER CITY STD. DWG. NO. 1014 1 EA.
PRIOR WRITTEN APPROVAL. LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
2 d \ ' 2 0 _ 16 CONSTRUCT 6.5 AC PAVEMENT (MIN.) OVER 12 OF 95% COMPACTED NATIVE
\�, 2% i 2% �I' '\ 29' 2% '
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED `\ • LEVEL LINE 2% �;�,/I�\�+ --'-- -- % LEVEL LINE 29; r (SEE 32) 47,171 S.F.
GENERAL NOTES 31 AND
OF THE CITY INSPECTOR. CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME ---�� ------ - �_ - ? �- -- --- --- -- - ' : ?. „
PRESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 2 \\�� (�� 2' ���- 17 CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. NO. 1015 (BASELINE AVENUE)
SOLE AND COMPLETE \\ a \ 3. w ; t : ; �.. ;:r T �l / \ �\ l�j S.F.
<,,...::... w .p.r ...... :.: ..:..w:....e.. ...: ...5...:..
OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND ..:.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. ,
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND 6 6 6 6 18 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 1 EA.
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER (BASELINE AVENUE)
DENSITY IS OBTAINED. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 12 TYPICAL SECTION 12 3 TYPICAL SECTION 3
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF LOCAL STREET -5'9' R��1 LOCAL STREET -46' R/Tib 19 INSTALL 22000 LUMEN HPSV STREET LIGHT (200 WATT; 120) ON 30 FF. MARBELITE POLE 2 EA.
DITCHES, AND SWALES WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE ELA(THO�IY D �� OR APPROVED EQUAL. PER CITY STD. DWG ]016
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, . iUMO LANE FOXGLOVE PLACE, FIELDRUSH COURT, #
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE OF THE DESIGN PROFESSIONAL. U.: 5wf " "
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE NOT TO SCALE ROS AY PLACE AND u�IIE COUNT 20 INSTALL 4 & 6 PVC-SCH. 40 (WHITE) PIPE SLEEVES WITH END CAPS 110 L.F.
SWALES ENTERING OR LEAVING IMPROVEMENTS. T•L - &5
AUTH� IUM CHANGES AND USES: NOT To SCALE
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHAM .
BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE BASIS OF E IGs.
TO THE CITY OF FONTANA STANDARD DETAILS. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. • ALL CHANGES TO THE BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AVENUE BEING NORTH 89'5821" WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BENCIRIA Prepared By: CITY OF FONTANA,CALIFORNIA
o SHOULD coNSTRUCTION of PREPARED FOR: ALLARD ENGINEERING o��° S SH'4
ROVE> NOT COMMENCE V71THN �� F STREET 111P OVE�� ENT PLANS
el 11o TIDO YEARS OF THE DATE OF APPROVAL
YOUNG ISO � BENCHMARK NO. 361. I Civil Engineering - Land Surveying - Land Planning � �� ��� �� DRAWN BY: SCALE:
SHOSW ON AND FOSTH INA 10370 Trademark Street RAILROAD SPIKE IN NORTH FACE OF POWER POLE No. 43976 z
Rancho Cucamonga, 8253 Sierra Avenue rn AE TRACT 164 AS NOTED
D�"► GENT NNFR, TIIE CITY F.1 rGffgEEI>< MAY g Ca. 91730 Fontana, California 92335 w rn
DIAL
TWO WORKING NO. 1536697E AT THE SOUTHWEST CORNER OF Exp. 6/30/05 DESIGNED BY: DATE:
BEFORE „�• DAYS BEFORE R,�g VISIiONS TO TIS PLANS TO (909) 477-6715 BASELINE AVENUE AND SULTANA AVENUE. (909) 356-1815 Fax (9 ) 356-1795 * * AE T LE SHEET JUNE, 2003
YOU DIG ,� Fax (909) 477-6725 � q � ' _ 1.03 �.�YOU DIG �FITH � •• . LAPP VED DRAWING NO.: � �O THEM Q"dTo CONFO CE-v�. c I v i � �� CHECKED B 1
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TOLL FREE 1-800-227-2600 CONDITIONS AND STAND IN EFFECT David S. Hammer, A.C.E. 43976 D e FoF caL�F° DSH LZ-
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o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 - ELEVATION: 1365. (expires 6/3OlZ005) CITY ENGINEER R.C.E. 51152 '�' 1
J RE CORD D�4 VVI1V � L ,
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