HomeMy WebLinkAbout5257-1 STREET IMPROVEIENT GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS
SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. STREET IMPROVEMENT PLAN
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER SAN BERNARDINO FRWY
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RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. N .W . C . it Ave . -
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4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION Q
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE w
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START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. w Q > ; I
Q > m Q ¢5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OFLEGEND Q
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. SANTA ANA u , AVENUE
A.B. -AGGREGATE BASE
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT A.C. -ASPHALT CONCRETE
ALL TIMES. B.C.R. -BEGINNING OF CURVE 7 : '' EE I
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7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH7 ,„
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. B.O.W. BOTTOM OF WALL fl - D o >-
B.W. -BACK OF WALK I
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE C.L.F. -CHAIN LINK FENCE
Q EXIST.
IS1T. EXIST. JURUPA AVENUE
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GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CONC. -CONCRETE ; -+ R/W C/L R/W CJTY Jr
CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. C.F. -CURB FACE 90' r ON- A NrA
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT C.B. _CATCH BASIN ICENTERLINE , - 3I I 44' 46'
PURPOSE.
E.C.R. -END OF CURVE I
10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY EXIST. -EXISTING W � -+ Q VARIES VARIES 34' 12'
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OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE E.P. EDGE OF PAVEMENT 10 TO 30.40 I 34 TO 13.60 I VICINITY MAP
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT F.G. -FINISH GRADE _ 0
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1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. F.F. -FINISH FLOOR STA. Z3�1916SATTA I�AVQ�AE % - z S6"
11.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, F.L. -FLOW LINE
si STA. 37+44.46 aTRUS AIME MME 3 A.C. Z GRIND Ser;\ 5l'j ' N.T.S.
F.S. -FINISH SURFACE / o OBERM OVERLAY EXIST.
ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD F.H. -FIRE HYDRANT ; -T_ o (+ =y WALK CONSTRUCTION NOTES: QUANTITY
CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR I ''' 5' EXIST. '�
FACILITIES. G.B. -GRADE BREAK C&G0 SAW-CUT & REMOVE EXISTING ASPHALT CONC. PAVEMENT AND/OR AC BERM. 2,322 SF
H.C. -HANDICAP - PROP. AC
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. H.P. -HIGH POINT SHEET 2I //'' 9 AVEMENT 2O REMOVE EXISTING CHAIN-LINK FENCE. 645 LF
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
INV. -INVERT DIRECTION OF STREET FLOW ;� ; 4 a-ti C.) SANTA ANA AVENUE 3O CONSTRUCT 8" ASPHALT BERM PER CITY OF FONTANA STD. PLAN 1007. 583 LF
13. CURVE DATA REFERS TO THE FACE OF CURB. M.H. -MANHOLE - °O _ TYPICAL 4O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.
N.G. NATURAL GRADEAla
Y N.T.S. PLAN 1003 (SEE DETAIL ON SHEET 2). 1 EA
14.STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. it -PROPERTY LINE 19 am....�� Terve " - A
90 T.I. =9-10.5
PB -PULL BOX I I H I 1 I I I -°- -, 0 COLD PLANE & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 0.10'
15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK P.P. -POWER POLE o o (WIDTH PER PLAN) SEE DETAIL "A" ON SHEET 2. 4,126 SF
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION R/W -RIGHT OF WAY L + -y1, EX)ST. EXIST. 0 RELOCATE EXISTING MAILBOX. 6 EA
CONTROL STAKING DURING CONSTRUCTION. 1, _#; W LY ELY
R.D. -ROOF DRAIN '/ R/W C/L R/W0 REMOVE/RELOCATE EXISTING STREET SIGN PER SIGNING AND STRIPING PLANS 8 EA
TRANS PAD -TRANSFORMER PAD 76'
16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION AND CITY OF FONTANA STDS.
TO THE CITY ENGINEER. T.B. -TOP OF BERM SANTA ANA AVE. 44' _ 32' 0 REMOVE PORTIONS OF EXISTING DRIVEWAY WITHIN PUBLIC RIGHT-OF-WAY. 1,100 SF
S = -SLOPE VARIES VARIES _
17.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS,
S.D. -STORM DRAIN INDEX MAP 25.00' 19' TO 32' 0 CONSTRUCT 6.50" MIN. A.C. OVER 12" NATIVE MATERIAL, 269.4 TONS
SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS TO COMPACTED TO 95%
S.L. -SIGHT LINE VARIES
A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO ST.LT. -STREET LIGHT SCALE: 1" = 100' I12.00' I 10 EXISTING POWER POLE TO BE PROTECTED IN PLACE. 4 EA
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. I
\ I 15.25'
T.G. -TOP OF GRATE TO 11 EXISTING POWER POLE GUY ANCHOR TO BE PROTECTED IN PLACE. 5 EA
18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE T.C. -TOP OF CURB A - 16.35'
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. TOP TOP OF SLOPE c,`" ®BERM W!.:.,/ GRIND do 12 REMOVE EXISTING C.M.P. RISER 1 EA
TOE -TOE OF SLOPE J / OVERLAY 5O
19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL WM WATER METER (,)J , - 13 EX. WATER METER AND SERVICE TO BE RELOCATED (BY FONTANA WATER COMPANY). - 2 EA
TIMES. WV -WATER VALVE SLOPE TOP P� Z 14
OF STAKE �"<2 (PROP• AC O EXISTING FIRE HYDRANT, SERVICE AND VALVE TO BE PROTECTED-IN-PLACE. 1 EA
20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. c-iq- AVEMENT
FINISH GRADE ``Q`` 15 EXISTING FIRE HYDRANT, SERVICE AND VALVE TO BE REMOVED OR RELOCATED. 1 EA
21.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE `_-
16 CITRUS AVENUE (BY FONTANA WATER COMPANY).
PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. I WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY). 4 EA.
TION
22.N0 TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. CONTACTS REDWOOD HEADER (2"x8') TYPICAL N.T.S. 17 EXIST. MAILBOX (PROTECT -IN-PLACE). 1 EA.
23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED 1%n` T.I. =9-10.5 18 -IN-PLACE). -
QU ED DENSITY SHALL REQUIRE SANBERNARDINO COUNTY FLOOD CONTROL O EXIST. TREE (PROTECT IN PLACE).
RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. NOTE:
825 E. THIRD STREET, ROOM 140 19 PROPOSED 4.00' HIGH CHAIN-LINK FENCE. 434 LF
SAN BERNARDINO, CA 92415-0835 USE 16d GALVINIZED NAILS
24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTIONUSE 1"x12"x2'-O" SPLICE
OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. PHONE:(909) 387-8256 2'x4"x24" REDWOOD
kV20 BLOCK AT SPLICES PROTECT-IN-PLACE EXISTING UTILITY. -
ATTN: TOM WILLIAMS STAKE AT 2'-6" O.C. 0;
25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL I, 21 PROPOSED TRAFFIC SIGNAL (SEE TRAFFIC SIGNAL PLANS). 2 EA.
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. FONTANA WATER COMPANY 22REMOVE EXIST. GRAVEL ROAD/DRIVEWAY TO LIMITS SHOWN. 285 SF
15966 ARROW ROUTE
26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. FONTANA, CA 92355 REDWOOD HEADER DETAIL' 23 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD.1000 78 LF.
PHONE: (909) 822-2201
27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. ATTN: BRENDA FOWLER N.T.S. PRIVATE ENCEER'S NOTE TO CONTRACTOR 24 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN N0. 3022. 1 EA.
28.N0 CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. SOUTHERN CALIFORNIA GAS COMPANY 25 CONSTRUCT 24" R.C.P., D-1750. 14 LF.
1981 W. LUGONIA AVE. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, 26 CONSTRUCT C.M.P. RISER PER DETAIL ON SHT. NO. 3. 1 EA.
29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. REDLANDS, CA OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
PHONE: (909) 335-7965 PAVEMENT LEGEND AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED 27 CONSTRUCT CONCRETE DRIVEWAY PER CITY STD 1002 (W= PER PLAN). 3 EA.
30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. ATTN: ED SANTILLAN 28.... - REMOVE EXISTING TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON ALLOW PROPERTY OWNER TO REMOVE EXISTING SEGO PALMS. (COORDINATE) 25 EA.
31.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS AT&T AC PAVEMENT THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND1265 VAN BUREN ST. #180 - CONSTRUCT NEW RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON 29 EXISTING FLAG POLE TO BE RELOCATED. (COORDINATE) 1 EA.
DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. ASPHALT PAVEMENT THESE DRAWINGS.
ANAHEIM, CA 9280730 PROPOSED 6.00' HIGH CHAIN LINK FENCE. 107 LF
32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY PHONE: (714) 666-5614 - CONSTRUCT NEW CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
ATTN: LEE QUEST PCC SIDEWALK FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, 31 PROPOSED 4.00' HIGH CHAIN LINK FENCE GATE (WIDTH PER PLAN) 3 EA.
A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. �i/i/ - GRIND AND OVERLAY INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR SOUTHERN CALIFORNIA EDISON APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT 32 PROPOSED 6.00' HIGH CHAIN LINK FENCE GATE (WIDTH PER PLAN) 2 EA.
UPON COMPLETION OF PAVING. 7951 REDWOOD AVENUE - CONSTRUCT PCC THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN
FONTANA, CA 92336 IMPROVEMENTS BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 33 INSTALL REDWOOD HEADER AT PAVEMENT EDGE PER DETAIL ON SHEET 1. 85 LF
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL PHONE: (909) 549-5345 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 34 REMOVE EXISTING LANDSCAPING WITHIN R/W & CAP EXIST. IRRIGATION. 8,530 SF
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ATTN: JEFF HUDSON ENGINEER. (SEE NOTE 28 REGARDING COORDINATION WITH PROPERTY OWNER).
TIME WARNER PREPARED
35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE 17777 CENTER COURT DR. 8TH FLOOR
SATISFACTION OF THE CITY ENGINEER. CERRITOS, CA 90703 B/RTCHER COMMERCIAL DEVELOPMENT
36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS PHONE: (562) 677-0263 18201 VON KARMAN #1170 BASIS OF BEARINGS
JOHN CHRISTIANSEN IRVINE, CA 92612 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE SHEET INDEX
TO THE CITY ENGINEER. COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83)
FONTANA UNITED SCHOOL DISTRICT PHONE: (949) 502-5500 BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) I TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES
9680 CITRUS AVENUE FAX: (949) 502-5505 "LORS" AND "EWPP" AS SHOWN HEREON (BASIS OF BEARINGS: S 81.29'26" E). 2 SANTA ANA AVE. STA. 19+00.00 TO 23+19.65 PLAN AND PROFILE
FONTANA, CA 92335 ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. _
PHONE: (909) 357-5000 X 29455 SOILS ENGINEER: 3 CITRUS AVENUE STA. 38+27.74 BCR TO 42+00.00 PLAN AND PROFILE
ATTN: SHERRI WRITTEN
SO. CAL. GEOTECHNICAL, INC. BENCH MARIO 4 ON-SITE IMPROVEMENTS - FOR APN: 0237-111-30-0000
INLAND EMPIRE UTILITY AGENCY (FOR SEWER) 22885 E. SAVI RANCH PKWY., SUITE "E" CITY OF FONTANA BENCHMARK NO. "289"
6075 KIMBALL AVENUE YORBA LINDA, CA 92887 FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE
CHINO, CA 91708 NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE.
PHONE: (909) 993-1696 PHONE: (714) 685-1115 ELEVA17ON = 103222'
ATTN: LIZA MUNOZ
WD/D# 8-36C370368 DR 14-005
SHOULD CONSTRUCTION OF THE REQUIRED � OFESS/O,1 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
D 0 ,8 :4 i R T
IMPROVEMENTS NOT COMMENCE WITHIN TWO �c��`c ,p.RD ST Fyc Thieves Engineering,,
ENGINEERING • LAND SURVEYING STREET IMPROVEMENT PLAN
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r YEARS OF THE DATE OF APPROVAL SHOWN HEREON Li 41 L ��
c� F 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE:
DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155
L�;, 5A ALF FAX(714)521-4173 CITRUS & SANTA ANA AVENUES As sH
BEFORE ( ' �► DAYS BEFORE cls xp• 12-31-16 Q .'"�! DESIGNED BY: , " EFT DATE N
CITY ENGINEER MAY REQUIRE REVISIONS TO THE I
YOU DIG \ Y, / YOU DIG �T CIV 1�- �� O � r'' ESTIMATES -31 a5 15
PLANS TO BRING THEM INTO CONFORMANCE WITH F o \ W CHECKED 6Y:
OF `�F Date Z�S �� AP R VED ' / DRAWING NO.: 1 g
TOLL FREE 1-800-227-2600 ¢
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. C A �- DATE: �°��� �7
�2EINHARD STENZ L RCE NO. 5 155 / 5Z5 / 4 0
CITY ENGINEE R.C.E. 51152