HomeMy WebLinkAbout3181-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, T A BRIDLEPATH DR
THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, ANDVc�
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF FO
SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION SUMMrr AVE AVE
OF- THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
(-GREEN BOOK-). ALL REFERENCE SPECIFICATIONS AND STANDARDS NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. STREE"F 1MPR0VEMtNT,PLA,NS
25. THE .FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS ar P
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL ' suMMrr AVE cucAMONCA
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. z
PRECEDENCE PROVISIONS IN THE '"GREEN BOOK", THE CONTRACTOR FOR
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SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR �� S.26. ALL EXPOSED- CONCRETE SURFACES SHALL CONFORM IN GRADE,Q`�\0 RD
RESOLUTION. A
COLOR AND FINISH TO MATCH EXISTING CONCRETE w N zCO� D ACCESS RD NORTH SAGE
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF m DOCUMENT
THE CITY ENGINEER. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF TRACTExp. 6-30-09 Z These Record �w I
NO,1>��j.61THE CURB A7 THE LOCATION OF THE SEWER LATERAL.CAts Have be= pe�epat�ed based W z A
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF on information provided mg
\� �P Pro by odW& The Design �. SOUTH
OF ��� MOKESTONE Sr
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND A Professional has not verified the Mwacy and/or
REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.e completeness of dais im>i'otmation and shall not be f < Q
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL j � s InAm �Oa v�croR�a sr WXNUT AVE
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF 'ble for any en�oes or omissions which may
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND � � �4 herein as a result. Y
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL Q
APPROVED PRIOR TO PAVING OF STREETS.
(909) 350-7610. t s' ° -� WALNUT AVE = m F A
- A E
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW -
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF W = - - _ W
ASPHALT PAVEMENT PRIOR TO PLACEMENT. - -- - - . _ EUNE AVENUE
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.40 50 a
°. + LOCATION
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND = I „ {i►lCI11i1P!"Y MAP'
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ' g N.T.S.
SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS `��<
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH-- '
ALL TIMES. i + -i- '
GRADING. - - - i + g g ---- "'
A' CONSTRUCTION NOTES ESTUtATE OF QU��I'ITI7ES
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM I I e.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE
EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN 7 - i- _ ®e C 1 O1 - INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, #7) 25 FT. LUMINAIRE HEIGHT POLES 12 EA
MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED
DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY i N
BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA I , N SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. _ + , :
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE O ' ' � ¢ �-CONSTRUCT 4 AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
t 7
33. ALL MANHOLES CLEANOUT FRAMES COVERS AND VALVE BOXES �� �y i g
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE - - - _
(SEE GENERAL NOTES 31 AND 32) 81,684 SF
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR _��+40
REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE UPON COMPLETION OF PAVING. - + +` _ -_ a 3a- CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 4,027 LF
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE
___ , ! _ } CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 WITH MODIFIED
GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. - J+ �� I 30 DIMENSIONS AS SHOWN, HEREON 1525 SF
34. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC ' + +
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL + T -- - 5 CONSTRUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. 102 W=6' WIDTH 16'
RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT + ' 8,526 SF
PURPOSE. DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. + I
I I I CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 16,087 SF
.. 26/ 26
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, 7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. N0. 1006 6 Eq
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE £' '
FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE �' = - - -
SATISFACTION OF THE CITY ENGINEER. I 8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 11 EA
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE--r---r--_T---
TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO ( I ' III 9 REMOVE EXISTING TRAFFIC BARRICADE 80 LF
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO +
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE I I , I I
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO i I I 10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118
CONTRACTOR SHALL. CONTACT UNDERGROUND SERVICE ALERT AT + j i I 76 LF
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. THE CITY ENGINEER. - - \-1- t - s i I ( 11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 3 EA
\ / i as 57 sa ss 54 ss M 91 so a I I 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 5 EA
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL \
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, _� a / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F 13 CONSTRUCT LOCAL DEPRESSION PER APWA STD. NO. 313-2, CASE PER PLAN (SHEET 7 OF 7) 5 EA
(�
ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, CITY OF FONTANA, UTQJTY NOTIFICATION LIST _ � < s ` 14 CONSTRUCT CATCH BASIN PER APWA STD. N0. 300-2, W (WIDTH)= PER PLAN (SHEET 7 OF 7) 5 EA
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD
CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO CITY OF FONTANA PACIFIC BELL CO. , a - ��
so
WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8353 SIERRA AVENUE 3939 E CORONADO STREET -
FONTANA, CA. 92335 ANAHEIM, CA. 92807 - - ' ° ° + 44 1 45 �O R/W q R/W
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR (909) 350-6632 (714) 666-5467 _ 1
WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. - i ( �- - - 1 e ' 5' 54' 5'
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT0\
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 1981 W. LUGONIA AVENUE (800) 227-2600 I j � i -2 n p ' + i PUE 27' 27' PUE
REDLANDS, CA. 92374 -�- -~
909 335-7547 COMCAST ( CABLE N) _ u - - -- -- `� 1, 6' 20' 20' 6'
13. CURVE DATA REFERS TO THE FACE OF CURB. ( ) 1205 DUPONT AVE. _ _" - - ' f= ( '
EMERGENCIES: (800) 427-2200 _ i + i FUTyRE - TO BE
ONTARIO, CA. 91761 T - -- -- -- - ' i ( CONSTRUCTED BY OTHERS
14. STATIONING REFERS 70 THE CENTERLINE OF STREETS EXCEPT 1 _ ,
(909) 390-4738 I - - PRIVATE ENGQIIEER'S NOTICR TO CONTRACTOR:
WHERE OTHERWISE NOTED. i ae ao s+ V i
S0. CALIF. EDITON COMPANY � �
300 N. PEPPER AVENUE GENERAL TELEPHONE COMPANY I + i SEE SHEET 6 ' 1
o i
1 2 0
RIALTO CA. 92376 1400 E. PHILIPS BLVD. - - + +- - - -- �°�"-°�.----- 2% 2%
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE i + n + --� LEVEL LINE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO 909 820-5598 -UNDERGROUND ONTARIO, CA. 91766 a® i , , ,_ - -----2Z- _ _ _ _ __ _ _ _ _-- - - SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 909 875-5100 - TRANSMISSION (800) 227-2600 ; ' i- - Y' `' THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
213 637-1233 - PIPELINES ���'� i SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 909 357-6223 - DISTRIBUTION FONTANA WATER COMPANY _Ll �- - -- -- II OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
DURING CONSTRUCTION. 8440 NUEVO AVENUE S _ _ .
-•- � I 6 PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
CRAWFORD CANYON MUTUAL WATER CO. FONTANA CA. 92235 _fir* _ _- I TYPICAL SECTION LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY (909) 822-2201 F T r - -- 3 • CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
(619) 868-6040 AY _j Il� LOCAL STREET -S4 RAW
MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR FAX: (909) 823-5046 >o zo � r1 as as CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
NOTIFICATION TO THE CITY ENGINEER. �40 0.1 ISABEL LANE STA. 10+00.00 TO 13+90.78 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
Il00f N.T.S. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, NOTE: PROPOSED ISABEL LANE STREET IMPROVEMENT WILL BE CONSTRUCTED NOT BE LIMITED TO NORMAL WORKING HOURS; AND CONSTRUCTION CONTRACTOR FURTHER
PER CITY DWG. NO. 3143. IF CONSTRUCTION IS NOT COMPLETED, TRACT AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND INDEX MAP 16158 WILL CONSTRUCT 1/2 HALFWIDTH IMPROVEMENTS PER SHEET AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED ASA 6 OF 7 OR CASH BOND WILL BE POSTED. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SCALE: 1 "=200' OF THE DESIGN PROFESSIONAL.
SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER R/W R/W R/W (� R/W
REPLACEMENT OF THE MONUMENT.
R/W R/W UNAUTHORIZED CHANGES AND USES
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS 5' 54' 5' i 5' 52' 5' '
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE i PUE 27' 27' PUE_; i PUE 26' 26' PUE i i 5' 50' S' i THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS i , i + FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
r , i PUE PUE
AND EMERGENCY VEHICLES. , 6 20 20 6 1 , 6 20 20 6 25 25 i PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
, , i
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE 7 , 18 I 18 7
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL i - i i _ ; i 6 6
TIMES. i 2 I o i i 2 CS I i i i UNDERGROUND STRUCTURES
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN -y LEVEL LINE - = ' I 2� 2% ' o
SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR --------------------- -"' LEVEL LINE _-__---- i 2 o i ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
"' '~ ' :'•: + 2�- + AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE
_LEVEL___ LINE _---�____ y • LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED ..s <.; WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD
UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR 6 UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING TYPICAL SECTION 6 6 TYPICAL SECTION 6 a NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 3 LOCAL STREET�4' R/W 3 3 LOCAL STREET -58' RAW 3 6 TYPICAL SECTION 6 PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE
FAITH STREET, ISABEL LANE STA. 13+09.41 TO 13+90.78 JEAN LANE 3 3 PRECAUTIONARY MEASURES 70 PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL (11Tj STA. 10+00 Tp 11+32.1�b LOCAL ST'REET�O' R/W AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE
OF THE CITY INSPECTOR. FUTURE VIRGINIA DRIVE N.T.S. �LILIAN LANE (Sj STA. 1000 TO 12+65." IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE
N.T.S. DAVID LANE, SHARON COURT UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING _WORK.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL
COMPACTION. FAILURE TO OBTAIN THE `REQUIRED DENSITY SHALL SPRUCE TREE WAY STA 13+79.23 TO 16+84.28
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE BASIS OF BEARINGS:
SPECIFIED DENSITY IS OBTAINED. BEARINGS BASED ON THE WEST LINE OF THE SOUTHWEST ONE QUARTER OF N.T.S.
SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00.06'51 "E AS SHOWN * EXCEPT JULIAN LANE (S) AS NOTED ON TRACT MAP 16158
ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORD OF
SAN BERNARDINO.
Q REV. IIEVISJON nEscRImoN DATE ENGR. CITY DATE BENCHMARK Prepared ey: CITY OF FONTANA, CALIFORNIA
O SHOULD CONSTRUCTION OF REQUIRED PREPARED FOR: RpFEss �C
UVROVEKENTS NOT conalm�rcE wrnm ALLARD ENGINEERING Q
YOUNG HOMES 13 M. #361, SPIKE IN NORTH FACE OF P. P.
STREET IMPROVEMENT PLANS
r
TWO YEARS OF THE DATE OF APPROVAL
1536697E AT SOUTH WEST CORNER OF Civil Engineering - Land Surveying - Land Planning o
SHOwN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET # _ _ DRAWN BY: SCALE.
8253 Sierra Avenue No. 439 -- - AS NOTED
DRJGENT MANAIM THE CITY ENGINEER MAY RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. Fontana, California 92335 U �^ WF
DIAL TWO WORKING
BEFORE DAYS BEFORE Co.91730 Exp. 6/30/05 aD 1G1yE BY TRA T N0. 16158 DATE:
REQUIRE REVWONS TO THE PLANS TO (909) 356-1615 Fax (909) 356-1795 * * �
YOU DIG YOU DIG BRING THM �.O CONFORMANCE _� (909) 477-6715 �i-l9. 4Z sq CI ►� ��P CHECKED AP 0 D SEPTEMBER, 2002
TOLL FREE OUND SERVICE A 00 CONDMNS AND STANDARDS IN EFFECT � David S. Hanuner, A.C.E. 43976 Date TF V o� DRAWING NO.: 1
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Z QEcoRD p2�Aw�NG'S 4 0 q d p� ELEVATION: 1365.01 (expires 6/30/2005) aF CALIF D �� 7 I.
CITY ENGINEER R.C.E. 51152 1 3181 7
Filename: M:\DWG\15902\STREETS\FINAL-PHASE\St-1.DWG