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GENERAL NOTES I
Q RIDLEPATH D
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS,
THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND CITY OF FONTANA
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION SUMMIT AVE SUMMIT AVE
("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY �
SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. -.
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2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS CMSTREET IMPROVEMENT PLANS UCAMONGA
SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL SUMMIT AVE F� w
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TOFOR z
PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. a
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
RESOLUTION. COLOR AND FINISH TO MATCH EXISTING CONCRETE. TH ONTAGE
ACCESS R
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF NO.
16158-2 pRor`Ess, R DOCUMENT
I.,,
THE CITY ENGINEER. �a ON
THE CURB AT THE LOCATION OF THE SEWER LATERAL. Q� �p S. y �'-"' / NDA z
P These Recgru vocuments have
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF q` b pied based s �� H Q
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND Q w �' z on information provided by OdWM 'U Desi > Uj
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FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION REINFORCING STEEL HAVE BEEN PLACED INSPECTED AND APPROVED. I I' " ' �-" ,� o: NO -43976 m Q c
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL /TRACT) Not I �� �( I I I Ex . m wfii�4d 16t VICTORIA ST WALNUT AVE
R A C N a. 16 4 Ia ( T ACT N o. s 09 001�tINA at y and/or
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND I 6 9 I / i I I 11 -� (� I 196 -5.61� 2 �A c � OA r� > I� not o =
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL \ / Sheet 16 I I I I
(909) 350-7610. APPROVED PRIOR TO PAVING OF STREETS. - - - - i - _ - - - - - - - _ - 9�up NIL ��>:, �►hich may W w
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL ------- -====I=II - -=-CA M
i==== =y =__ _-___ _--------------------- -- ---- ---- ---- ------ ----- - 4 Z
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW _ _ _ � BASELI E AVENUE
LATEST NONE METRIC ASPHALT PAVEMENT PRIOR TO PLACEMENT. _- - - - - ---- - DATE
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LAC111ECT
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. so 51 52 VICINITY MAP'
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND -46 � 2 �N.T.S.
SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS "-1'
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH ; -EOE a
ALL TIMES. GRADING.-- -� - -- -- -- -��. '
;�---- "� - 4 Cq CONSTRUCTION NOTES ESTIMATE OF QUANTIFIES
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM ; ; 0
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE
EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN --r---MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED I het 3 5 ' �1 - INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) ON 25 FT. MARBELITE POLE 12 EA
, �--- - � -r
DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. I z=v OR APPROVED EQUAL. PER CITY STD. DWG # 1016
BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA , 42 I e 0.T
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ;---� I ij QmCONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) -i _�' Q 41 ' s0fMJ62 ss sa ss esFEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES 7RAC7 NCS . Z; '� - - - - - - - ' c ( See general notes 31 and 32) 83,744 S.F.
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE 1477-5 3 .♦., ao `y „
REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR ------- 1\ O 8 CONSTRUCT 6 PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 4,348 L.F.
UPON COMPLETION OF PAVING.
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE ,L---- 39 n -0 xi r 9 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 WITH MODIFIED
GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. (� 3,272 S.F.
Q � 8B DIMENSIONS AS SHOWN, HEREON
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 5 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=5.5 , WIDTH 16
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL E' - 7,987 S.F.
RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. I Q j CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 22,736 S.F.
PURPOSE. I 38 j ; is 19 20 21 22 M 24 2526
D
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, --��-------- `. _ _ _ _ _ _ _ -4-- _ _ = D 7 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. N0. 1006 8 EA.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THEsrR �I O
GAR, L 1 NFr=__ _-_-CAR" 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE „� 10� it i �s -� -
-
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE SATISFACTION OF THE CITY ENGINEER. ___
TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO v Q 9 REMOVE EXISTING TRAFFIC BARRICADE 52 L.F.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO i i I I � � � � � � 30 � � 10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118 102 L.F.
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO ; I 2
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT THE CITY ENGINEER. ---T------- 11 INSTALL STOP SIGN PER CITY STD. DWG. N0. 139 4 EA.
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. �� i - 8 s CT BON R 1
�\ 58 I 57 I se 1 55 I 54f '� i 52 ss�50 as 12 INSTALL STREET SIGN PER CITY STD. DWG. N0. 139 6 EA.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL `� ; 4 1 1 1 I I I I 1 FUTURE 13 CONSTRUCT 6.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, may'---� ,�,� See general notes 31 and 32) 66/951-_ CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, CITY OF FOIYTANA, UTILITY NOTIRCATION LIST 5 4QAM+STREET----_-_ S CA 0 0 L
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD-- % _ --- --- r 14 -CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 655 S.F.
CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO CITY OF FONTANA PACIFIC BELL CO. TRAC T\ No ---- • S I TE
WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. -TTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER dZ7 8 // 7 i s I a i i 1 � I I10
; 15 SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT LINE 1,321 S.F.
`-----
8353 SIERRA AVENUE 3939 E. CORONADO STREET 1 i
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR FONTANA, CA. 92335 ANAHEIM, CA. 92807 ! r �'- i i i 16 INSTALL 22,000 LUMEN, HPSV (200 WATT #20) ON 27' MARBLELITE POLE 2 EA
r - �- - i i - - ' OR APPROVED PER CITY STD DWG N0. 1016
WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. (909) 350-6632 (714) 666-5467 \
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER i I I a\ u i n I m ��42 I�A 140 I W I W I 37
� i
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ; j L_ \ 1 I I ( I i i 17 CONv^%RC/C'T �/LL 7/ •QG' 40 sem'
ATTN: DENNIS FREEMAN (800) 227-2600--�---- I - _�' i ll
1981 W. LUGONIA AVENUE R -- - - 18 PROTECT IN PLACE
13. CURVE DATA REFERS TO THE FACE OF CURB. r- __ �°---- �-£p--- i
REDLANDS, CA. 92374 COMCAST ( CABLE TV) ---T-- =z - '� -- - -- --
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT (909) 335-7547 ATTN: JACK HAYES Ur I 2s 1 1 15, I 92 I as 1 as I as w
WHERE OTHERWISE NOTED. EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. wy ---- - - 1 i I 1 '
ONTARIO, CA. 91761 ow 1 I I I 1 1 I I ,` _QR/W
R/W PRIVATE ENGINEERS NOTICE TO CONTRACTOR:
S0. CALIF. EDISON COMPANY (909) 390-4738 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 300 N. PEPPER AVENUE II I 1 , ��' tr I _z 5 I 52 ( SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY i - - V 12e 125 I '---' 2 ! PUE: 26' 26' ; THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 909 820 5598 UNDERGROUND -TTN: STEVE HOCK I �; , �¢m s I I i -w I SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 909 875-5100 -TRANSMISSION 1400 E. PHILIPS BLVD. I 2 i ' I 6' 20' 20' 6' OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
---� i
DURING CONSTRUCTION. 213 637-1233 - PIPELINES ONTARIO, CA. 91766 SPRUCE �7REF VllA1S_--_ - - I ; PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
909 357-6223 - DISTRIBUTION (800) 422-4133 - - - -cawrTrwtuN
� - a 228-1 i i i 228Al2 i - 1 2 i LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY 800 422-4133 j--��T I CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR FONTANA WATER COMPANY I ! 1 w 1 20 1 21 1 22 1 0 1 24 1 - CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
NOTIFICATION TO THE CITY ENGINEER. CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. MCGRAW 7 FAC 7 l o ' i I 1 I 1 1 I 2 00 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
116 0 9 -'1 I ' OF CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND
ATN: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE �Li - L_ -I - _l-- - L_ J ® j I , 2% I 2% , '
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, (619) 868-6040 FONTANA CA. 92235 __2�4_- ----_- LEVEL LINEPROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
-----------------. .
(909) 822-2201 Y• ------ ----2��-- -- NOT BE LIMITED TO NORMAL WORKING HOURS; AND CONSTRUCTION CONTRACTOR FURTHER
INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, I AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND FAX: (909) 823-5046 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A 228- 21 00 228-121-106 ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR 6 TYPICAL SECTION 6 OF THE DESIGN PROFESSIONAL.
SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO INDEX MAP 3 LOCAL STREET -52' R/W 3
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
REPLACEMENT OF THE MONUMENT. SCALE: 1 "=200' JULIAN LANE STA. 11+32.07 TO STA. 14+91.75 UNAUTHORIZED CHANGES AND USES
N.T.S.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE T. 1. = 5.5 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
AND EMERGENCY VEHICLES. R/W R/W R/W R/W PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
86' I 3:
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE 1 5' I 54' I 5' 5' 50' 5' o' '_1
MEANS OF DUST CONTROL, INCLUDING ADEQUATE 'WATERING, AT ALL pl1E 27, 27' PUE PUE 25' 25' PUE �, 43' 43' _
TIMES. I I I , , � UNDERGROUND STRUCTURES
i I 0 EXISTING IMPROVEMENTS
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN I 6 20 20 6 ; 7 18 18 7 ! z' 18' 25' 25' 18' ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR , 6' 6' 22 5' AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE
I LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED 5' 5' WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD
MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR 1 0 I I 2 0 I 6' 6' 6' UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
2 0 , I 0 UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING 29'- LEVEL ( % _ I �� NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. _-_-_--__2%__ ________ LINE, LEVEL LINE �7
} 2 PRECAUTIONARY MEASURES THE CONTRACTOR IS REQUIRED TO TAKE DUE
I I --�- - 11 r- PUBLIC RECORDS EXAMINED.THE
PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN,
Z11122. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL �.. Z _ t AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE.
OF THE CITY INSPECTOR. 6 6 6 I 6 --- II ---- -' I I--_=_� ��_-____ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE
I"F --' _�_� --t� `� UTILITIES AND/OR STR-UCTURES INVOLVED BEFORE STARTING WORK.
TYPICAL SECTION 3 TYPICAL SECTION 3----------
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL 3 3 LOCAL STREET -50 R/W EXISTING MEDIAN WHERE 15 MEANDERING SIDEWALK 6
COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL LOCAL STREET -54 R/W EXISTING
ON PLAN SEE PLAN FOR DIMENSIONS
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE TAILWIND LANE AND CAROLINE STREET JULIAN LANE STA. 15+41.74 TO STA. 16+77.96 TYPICAL SECTION 14
SPECIFIED DENSITY IS OBTAINED. DARLENE LANE MEGAN COURT AND CAROLINE STREET -t'
WALNUT STREET - 86' R/W
N.T.S. N.T.S. N.T.S.
T. 1. = 5.5 T. 1. = 5.5
PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK OFESS� Prepared By: CITY OF FONTANA CALIFORNIA
o No. Approval Date: Approval Date: eR °Nq� F , s 3 ALLARD ENGINEERING '
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P. ��SONO J. ��{ F2 STREET IMPROVEMENT PLANS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF #1536697E AT SOUTH WEST CORNER OF Q -7 Civil Engineering - Land Surveying - Land Planning
10370 Trademark Street o Drawn By: Scale:
� APPROVAL SHOWN HEREON AND CARRIED FORTH INA BASELINE AVENUE AND SULTANA AVENUE. - z 8253 Sierra Avenue
No. 36052 m r r rn WF AS NOTED
DIAL DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE Rancho Cucamonga, w Fontana, California 92335 TRACT N0.1618-2
TWO WORKING REVISIONS TO THE PLANS TO BRING THEM INTO Ca. 91730 a; Exp. 6 30 2004 (909) 356-1815 Fax (909) 356-1795 Designed By: Date:
BEFORE ���. DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS
YOU DIG
YOU DIG IN EFFECT. (909) 477-6715 s� COVIN ��P Q C y. . ��, JF/D APRIL 2002
ELEVATION' 1365.01 ATF °F CA1-��o� Raymond J. Allard, A.C.E. 36052 Date Checked y Approved: Y p Dwg. No. 1
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1t„gc0a.0 DCAWIOtPS 10-1 1 PG, DH CITY ENGINEER R. .E. 51152 2994 6
Filename: M:\DWG\15902\STREETS\St-1.DWG