HomeMy WebLinkAbout3405-1(NERAL NOTES
BASELINE AVENUE
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 25. THE FINAL LOCA77N AND WIDTH OF DRIVEWAY APPROACH APRONS - - - - - - - - - - - - - -
CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL - - - - -� L - - - - - -�� �- - - - - - - - - - - - - - - - - - - - - - -_ - - --
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. -
CONSTRUCTION ("GREEN BOOKI. ALL REFERENCE SPECIFICATIONS Q ( I I
�, I _ _ _ _ I I __--
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, y - - - - - - -
CITY OF FONTANA
NOTED. COLOR AND FINISH TO MATCH EXISTING CONCRETE.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF TRACTNO. 6477
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO THE CURB AT THE LOCATION OF THE SEWER LATERAL iI I I I
PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
FOR RESOLUTION. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. I , ATR (022 S 8A01®03 I I I
STREET IMPROVEMENT
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
CITY ENGINEER. APPROVED PRIOR TO PAVING OF STREETS.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING PAVEMENT PRIOR TO PLACEMENT.
DIVISION PRIOR TO THE START OF ANY WORK.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECTI LOT E
WORKING NYS PRIOR TO THE START OF ANY WORK IN PUBLIC TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED I ETIWANDA VINEYARD TRACT I I
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. I I MR. 'F129 � i I � I Iii 233
5. THE CONTRACTOR SHALL CONFORM 70 ALL TRAFFIC CONTROL 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL I '
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A I I I
CAUFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA I' I 4a
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. - 80 I 1 III
22 I 1
6. R SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES I I 23 27 I I II ► oR
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. J ' i 21 1 -
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR / , 24 2S 26
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION UPON COMPLETION OF PAVING. I 79 I I I Ip ( 2 sar, sumer, s•.rr „�
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH 34, UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ( i - I III I L•LJ
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SUNFLOWER_ , -_ = I III F- - - - 11AI;F ONTROL DEVICESPTOGTHEE SATIISSFACTION OFF THEE C�FlTRAFFlC ENGINEER. -20il 78 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) I - - - -1 1 II3FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE I eiwnw s< RANCHo
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,i-____(I----
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
LCAMONGA
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TO THE SATISFACTION OF THE CITY ENGINEER. I I >9 \ E 13 = / J1
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN 111 I I III I 4
I /
1 -
THE POTENTIAL FOR GROUND MOVEMENT EXISTS. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO - J I ( i I 1 11111
- - - - �oZ M�
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS I i33 32 30 I III sa>E 210• a�� mac= �wr
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC TO THE CITY ENGINEER. I ( I 29 76 1 1 III ��
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR (' I� 1 1111 I 5 -- �j = <
THAT PURPOSE � � ( � "� �
CW OF FONTANA, UTILITY NOTIF�ATK}N UST ( I I I i FONTANA
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM a \ I I I p I W I ( (IIII 6
AVAILABLE INFORMATION. HOWEVER, IT SWILL BE THE RESPONSIBILITY CITY OF FONTANA S.B.C. INC. ti I I I= I 11 Sr
� AVE
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE 8353 SIERRA AVENUE 3939 E CORONADO STREET m ( 41 41 I IIT
�� 3b � 38 39 40 i I I �- --�- - - -
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO FONTANA, CA 92335 ANAHEIM, CA 92807 i I 1 II
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE (909) 350-6632 (714) 666-5500 I I I I "'"" "R AVE PROJECT
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT - I 1 i � 7
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT I 1 - _ - - - I IIII ' LOCATION
i
1981 W. LUGONIA AVENUE (800) 422-4133 ' I - - - - - - - - - - - - --
11. THE CONTRACTOR SWILL COORDINATE CONSTRUCTION WITH ALL REDLANDS, CA 92374 ,III ( I 15 I _ _ _ _ _ _ JAM
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,(909 335-7547 PACIFIC C BELL CO. I III
I .,,
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, EMERGENCIES: (800) 427-2200 3939 E CORONADO STREET I I _ _ _ _ _ _ I I� - - _ T '�', .. -j
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,. Y r ; T
�F D f
ANAHEIM, G4 92807 I I I I IIII I� I
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY SO. CALIF. EDISN COMPANY (714) 666-5467 % N I 14 LL
I II 4 These Record' Documents Leve b�cr� rer_- r^d Q
COMPANIES SWILL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 300 N. PEPPER AVENUE p ��
WORK AROUND THEIR FACILITIES. RIALTO, CA 92376 FA
VERIZON (TELEPHONE) q I I I I I IIII - - � p 1 Q it
� I I � bzs�yd on informa_gon rovt� � L�� dt� �, � .>e�
909 820-5598 _ UNDERGROUND 1400 E PHILIPS BLVD. I I 49 46 47 46 45 44 43 I I II
II DC -sign Professional' has not
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER 909 875-5100 TRANSMISSION ONTARIO, CA 91766 I W I 13 1 1 1 IIII 10 and/or completeness of this ill i t rx n t ars d r
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 213 637-1233 - PIPELINES (800) 422-4133 1 = I I I III o ; , ,. n , , s VICI T.S. MAP
not be responsible for ars ei��.� a� . -� _.�s�on.,
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 909 357-6505 - DISTRIBUTION �/ I I p Y N.T.S.
,c o I I 1 LU w e be 1 corporated hereir► as a utt
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 800 422-4133 FONTANA WATER COMPANY - 12 75 1 1 1III I
13. CURVE DATA REFERS TO THE FACE OF CURB. ATTN: MICHAEL J. McGRAW CARNATI01- I IL'
� 54 I i 11 Z (a_Zo -O(�
ADELPHIA (CABLE TV) 8440 NUEVO AVENUE I i W 52 53 55
14. STAl1NlNG REFERS TO THE CENTERLINE OF STREETS EXCEPT �--- -
1500 S. AUTO CENTER DRIVE FONTANA CA 92235 STREET_ I i= I I IIII Q - - - DATE
W
WHERE OTHERWISE NOTED.
ONTARIO, CA 91761 (909) 822-2201 I W I ' te) 74 1 1 12
(714) 666-5500 FAX: (909) 823-5046I m I' I
' I I III► ' -, CONSTRUCTION NOTES ESW'ff OF OUANTIIIES
15. ADEQUATE CONSTRUCTION CONTROL STAKES SWILL BE SET BY THE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK LE{;END: - III I _ \ 73 I I I II I f ` P ' ` r ' <` (D -CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE i Y I � �- - I I 1 II � � ���'/ ' ^- ` � ".
SEE GENERAL NOTE 31 & 32
m I i � 1 1�( 2,784 TONS
FOR THE PRESERVAT1N OF BENCHMARKS AND CONSTRUCTION 0 INDICATES PROPOSED AC. PAVEMENT i I I I - _
CONTROL STAKING DURING CONSTRUCTION. , - - - - - - - = ~ - - - - " rr CONSTRUCT 4.5 AC PAVEMENT (MIN) OVER 12" OF 95X COMPACTED NATIVE SOIL
® I I I"` is SEE GENERAL NOTE 31 & 32
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,INDICATES REMOVE EXISTING A.C.AC. PAVEMENT m I I I 9 61 \ / 72 1 I IIII ( i4 \ �, ( ) 582 TONS
I I HE 11 I , ti,f % "
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO ® INDICATES OVERLAY EXISTING A.C.PAVEMENT fl I I III ' 3O- CONSTRUCT 6.5 AC PAVEMENT (MIN) OVER 12 OF 95X COMPACTED NATIVE SOIL
THE CITY ENGINEER.II I I ' i (SEE GENERAL NOTE 31 & 32) 1,380 TONS
62 I
® INDICATES LIMITED USE AREA p I a I 99 71 1 1 1 IIII 4 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 4,026 LF
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING - - -INDICATES CENTERLINE ' B I 58 I I I i tz f5 `-
i I 57 1 II 5 CONSTRUCT 8 PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 2,616 LF
_ _ _ W i 1 ,�,.V - - -
- INDICATES RIGHT-OF-WAY LINE _ III I 1 II
BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. = I 1 = 6 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. N0. 104, W=8' 2,495 SF
SURVEY MONUMENTS TWIT WILL BE DESTROYED AS A RESULT OF - - - -INDICATES EXISTING IMPROVEMENTS ® I I V� 7 1 63 7D 1 I 1111 I 15 7 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. N0. 1015, WIDTH &TYPE AS SHOWN ON PLAN 23 874 SF
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL --(tom}-- INDICATES EXISTING CONTOUR LINE 11 '
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO STREET LIGHTS 9500 LUMEN III ( _ _-__ _ _ �� 64 I I - - - - 8 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 10 EA
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER (I I I 9 CONSTRUCT PCC DRIVE APPROACH PER CITY SID. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE 8,800 SF
REPLACEMENT OF THE MONUMENT. DIRECTION OF FLOW I I �� _ 69 11 I
D-0 STREET LIGHTS 22000 LUMEN ` `i `�I-' 6 % I I IA i 10 CONSTRUCT LOCAL DEPRESSION PER AP.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT 14
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS I I I _ - - 1 I 111 1--- - - - (CASE AS SHOWN ON PLAN) 6 EA
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL --- STREET LIGHTS 5800 LUMEN I 6568 I 1 I 11
LME INDICATES LANDSCAPE MAINTENANCE EASEMENT CONSTRUCT CATCH BASIN PER AP.W.A. STD. DWG. N0. 300-2, AS SHOWN ON SHT 14
BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTIN AREA FOR I I 18
RESIDENTS AND EMERGENCY VEHICLES. , 11 I LO.C. INDICATES LENGTH OF CURVE 5 I I (WIDTH AS SHOWN ON PLAN) 6 EA
� I i I -
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE II 2 1 I I j I 12 INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT PRONATI: EiV(iII'S NOTICE TO CONTRACTOR: ri ) 67 I III PER CITY DWG. N0. 1016 12 EA
ALL TIMES. 91 I' I ( I 13 INSTALL 9500 LUMEN HPSV (100 WATT; 110) LUMINAIRE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES I - - - - - - - i = _ _ = 1 I (� PER CITY DWG. NO. 1016 1 EA
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED SHOWN N THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. I I - - - -
WIND VELOCITIES EXCEED 25 MILES PER HOUR. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, I14 INSTALL STOP SIGN PAINT STOP BAR &LEGEND PER CITY STD. DWG. N0. 139 & CALTRANS STDS. 10-04
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE - - - ------- - - - - - - - _ 4 EA
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER = �� I �Y - i 11 ¢� 15 INSTALL STREET SIGN PER CITY STD. DWG. N0. 139 7 EA
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT LINES NOT N RECORD OR NOT SHOWN ON THESE PLANS. 1 / - - - - - - - - WANG - - - - - - - - - - II 16 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.) 2,719 IF
PRIOR WRITTEN APPROVAL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED /� I I 17 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 2 11,164 SF
I Lor �o n
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME , I SHEET 7
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE �I I 1 ETIWANDA VINEYARD TRACT 18 ADJUST MANHOLE FRAME &COVER TO GRADE PER CITY STD. 109 15 EA
OF THE CITY INSPECTOR. OF CONSTRUCTION
OFTHE
CNCLUDNGTHE
PLY S AND SIII I II Ap E R r/29 19 INSTALL 3" IRRIGATION SLEEVE 203 L
PROPERTY. SREQUIREMENT TO APPLY SAFETY OF
F
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER i III IIII ' �4V I I� ( - - - - 20 INSTALL 22000 LUMEN HPSV (200 WATT; 120) LUMINAIRE 5 EA
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY II R I 1 II ATU 0220e'3.03-05
®3.03805 i
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OFI III I ( I) I 2
DENSITY IS OBTAINED. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE 1 I I II IN= MAP J �
II N I1
24. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES OF THE DESIGN PROFESSIONAL AND SWALES I I SCALE. 1 "-80_'
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODA13LE U NALM"M CHANGES AND USES: BASIS OF BEARING
SWALES ENTERING OR LEAVING IMPROVEMENTS. BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE AVENUE BEING NORTH 89'5821 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRU TION OF REQUIRED BENCHMARK Prepared By: QROFEss ion CITY' OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE VMHIN PREPARED FOR: Q ALLARD ENGINEERING
_ TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA BENCHMARK NO. 361. Civil Engineering - Land Surveying - Land Planning ��' pQ �F� ��, RANCHO FONTANA SPECIFIC PLAN
SHOWN HEREON AND CARR!® FORTH INA YOUNG HOMES • 8253 Sierra Avenue DRAWN BY: SCALE:
RAILROAD SPIKE IN NORTH FACE OF POWER POLE No. 43976 m AE TRA N0. 647 AS NOTED
DILKZNT MANNER, THE CITY ENGINEER MAY 10370 TRADEMARK STREET Fontana, California 92335 w M
DIAL TWO WORKING NO. 1536697E AT THE SOUTHWEST CORNER OF Exp. 6/30/05 DESIGNED BY: STREET WMENT PLAN DATE.
B E F• O R E RANCHO CUCAMONGA, (909) 356-1615 Fax (909) 356-1795 * * RC FEBRUARY, 2004
DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO CA 91730 SULTANA AVENUE AND BASELINE AVENUE. �,
Y E U DIG YOU DIG BRING THEM INTO CONS WITH (909) 291-7600 Z - Z3 - O,4 1 C / V i l- ��\P CH CKED BY: P VED B DRAWING NO.:
TOLL FREE 1-800-227-2600 CONDITION$ AND STANDARDS IN EFFECT David S. Hammer, A.C.E. 43976 Date FCF CALFml .3 2•oY
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ' E
� ELEV/4n0(� 1365.01 (expires 6/30/2005) I CITY ENGINEER R.C.E. 51152 3405 14
Filename: M:\DWG\15910\STREET\15910st01.dwg