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SHEET INDEX
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SHEET 1 TITLE SHEET AND GENERAL NOTES
VALLEY aroCITY OF FONTANA SHEET 2 TYPICAL SECTIONS
SHEET 3 BAYLEAF LANE STA 8+11.21 TO STA 15+50.00
SHEET 4 MINT LEAF WAY STA 10+11.21 TO STA 14+81.33
up up
F SAN BE RNARD I NO CALIFORNIA SHEET 5 SAFFRON STREET STA 14+81.33 TO STA 13+72.00
CO NTY Of SHEET 6 CORIANDER PLACE STA 10+00.00 TO STA 15+06.67 •,
SITE SHEET 7 PEPPER DRIVE STA "10+00.00 TO STA 12+13.15
TARRAGON WAY STA 10+00.00 TO STA 11+57.00
1 l'
�°,,.,,a 255-021-006
Li SHEET 8 BAYLEAF LANE STA 15+50.00 TO STA 20+63.42•
A.P.N. 255-031-003,004,005,006,019,023 ac 025.
___ ____ UTILITIES OWNER/DEVELOPER SHEET 9 LEMON GRASS AVE STA 10+00.00 TO STA 17+19.75
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(MITA ANA ` AV ---- ---- ----
, i yr 4 5 6 7 _8 9 10 11 12 ! WATER: FONTANA W TER COMPANY BRISTLECONE INVESTMENTS, LCC. SHEET 10 SAFFRON STREET STA 17+00.00 TO STA 22+20.95
�) -^\. ____ ____-____ ___ _ '_ - X13 255-031-018 TELEPHONE NO. (9095822-2201 Suite 210
J J �JJ SEWER: CITY OF FONTANA 19 Corporate Plaza Drive,
I- - TELEPHONE Y ( FONT)30-6760 Newport Beach, CA 92660 SHEET 11 SAFFRON STREET STA 13+72.00 TO STA 17+00.00
Fr, N _� 14 Mt ... 0 - TELEPHONECTRIC: NO. 800)6C5LIFOR IA EDISON COMPANY SHEET 12 MANILA DRIVE STA 10+00.00 TO STA 11+94.00
__ ____ __�._ _tNUTMEG CIRCLE STA 10+00.00 TO STA 11+34.50
gilao I t- 1 j GAS: SOUTHERN CALIFORNIA GAS COMPANY
VICINITY MAP _ 1] ` 0 33 32 25 24 231 ;15 O j TELEPHONE NO. (800)427-2200 SHEET 13 JAGGERY STREET STA 10+77.71 TO STA 17+35.62
z lI ---- TELEPHONE COMPANY: PACIFIC BELL CO.
SHEET 14 PARSLEY LANE STA 17+31.43 TO STA 15+21.83
N.T.S. r"' "4 {t. --;• 31 i 26 22 ; ;16 M j TELEPHONE NO. (800)750-2355
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I SHEET 15 LEMON GRASS AVE STA 14+19.76 TO STA 17+31.43
,,t 30 ; 1101 ;17 I`�In ' BASS T 16 CAYENNE WAY STA 10+11.21 TO STA 13+30.32
`--�- -_r, •27 1 cv SHEET
CONSTnvCTION NOTES FOR STREET IMPROVEMENT PLA ' 37 I - THE BASIS OF BEARINGS IS BASED ON THE CENTERLINE
"-- 20 : :18 Z SHEET 17 ALSO DRIVE STA 10+00.00 TO STA 12+16.67
C� C-r- r343
OF JUNIPER AVENUE, AS SHOWN IN BOOK 55, PAGE 73ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT 29 1 / ;
30j J J j M OF RECORDS OF SURVEY, RECORDS OF SAN BERNARDINO TARRAGON WAY STA 11+57.00 TO STA 13+14.00
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE
% ;4 • ;19 I COUNTY, CALIFORNIA AND IS SHOWN AS N 00. 08' 32" E.
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 32 31%• SHEET 18 SUGAR LANE STA 10+77.71 TO STA 16+94.04
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2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE n •'� •29 SHEET 19 CAYENNE WAY STA 13+30.32 TO STA 14+20.21
TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY ENGINEER y 28 27 26 25 CILANTRO COURT STA 10+02.00 TO STA 12+95.00
FOR RESOLUTION. L A NAIL SET AT CYPRESS AVENUE AND SP.R.R., 26 FT.
3. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. ;•,�� `� 24 j WEST OF CYPRESS, 0.5'FEET SOUTH OF SOUTH R/W SHEET 20 JAGGERY STREET STA 17+35.62 TO STA 20+78.22
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, �... 11••• `'-< +- , 14
1 j FENCE OF 1-10 FREEWAY, 1 POLE WEST OF MILEPOST
ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUIRED AT LEAST TWO 6 -. 10 532, 47.5 FEET NORTH OF NORTH RAIL. SHEET 21 LOCAL DEPRESSION DETAILS
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT OF WAY WITHIN NE CITY LIMITS. CALL 909-350-7610. ii,. 9 12`• • .
23
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE n' 13
• ELEV. = 1098.7770
OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY - 22 I -
TRAFFIC ENGINEER. APN 255-021-025 • ' W 29 28
6. IT SHALL BE NE RESPOSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL `'' 26 tiG j TIONS
27 %•". iF 21
DEVICES AT ALL TIMES.
--- •.•• % ' F,��� BC = BEGIN CURVE GB = GRADE BREAK7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER >r; �'R�THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. ��, 20 BCR = BEGIN CURB RETURN HP = HIGH POINT o9:OFE r�rIN DEPTH FROM BVC = BEGIN VERTICAL CURVE LP = LOW POINT `8. THE WALLS AND FACINGS OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, 1i� ::::....
0 % 25
I. -�19 18 •% � ' _ Cacti = CURB AND GUTTER MOC = MIDDLE OF CURVE ,`�Q� � ,y � T� - -42i
SLOPING OF THE GROUND OR OTHER APPROVED MEANS OF PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL 8, < •. 19 r CF = CURB FACE MVC = MIDDLE OF VERTICAL CURVE - 0 052114 m
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL * 31 ,ir:•, 24 " -i 1,
-a`�q m EC = CURVE OC = ON CURB MI -3�,t010
EXISTS FOR GROUND MOVEMENT. i 11 7. m
�•��; • °Orn P ECC =ENDDD CORNER CUT PI = POINT OF INTERSECTION ' �- �J
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPERATE PERMIT FOR , 21 22 23 32 •�% ' '. �E r- ;►- ECR = END CURB RETURN RCP = REINFORCED CONCRETE PIPE
THAT PURPOSE.
; ; 23 (-- ET j ESMT = EASEMENT R/W = RIGHT-OF-WAY �7 cN� ��P
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE 33 I � _ 00 EVC = END VERTICAL CURVE SD = STORM DRAIN OQ'
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING APN 255-021-01 d a ..._.__; j
24 12 �---'_ FL = FLOWLINE VC = VERTICAL CURVE OF CA1.�F
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT . 22 L. m
y 34 I � � 11 FS = FINISHED SURFACE
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. +>r Q
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, , ( �_�____ LEGEND
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, 27 26 25 35 'I "` 1 21 L� 16 CONTRACTORS FOR SAFETY
STORM DRAIN, FLOOD CONTROL AND CALTANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO - I 10 I
- �. r, = AC PAVEMENT OVER AB
WORK AROUND THEIR FACILITIES. ( j 20
AGENCY AUTHORIZATION. r ' J J J Tp T ' = REMOVED FOR THIS WORK, THE CONTRACTOR AGREES THAT HE
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER VALVE WITHOUT APPROPRIATE9 i EXISTING PAVEMENT TO BE IN SUBMITTING A BID
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. __! i 31 32 33 O 37 ; g 19 _a I �- SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB CONDITIONS
CURVE DATA REFERS TO THE FACE OF THE CURB. APN 255-021-011 �- ____ ____ r- ____ _T___ _ j = CURB LINE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
13. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. F -�
14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT (111L , 8 I - = LOT LINE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,
15. THE WORK TO THE PLAN GRADES. NE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND �- j MATCH LINE AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD NE
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. = _.__ ____ • ; _;_a_ -v-- ---- ---- ---- ----- -- 7 I = CENTER LINE OWNER, THE ENGINEER AND THE GOVERNMENTAL AGENCY HARMLESS FROM
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR r' 5• 4 3 2 1 1 2- -'3' 4 5 6
16. NOTIFICATION TO THE CITY ENGINEER. ' 10 01•••• = RIGHT-OF-WAY LINE ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS MONUMENT TIES AND BENCH N `� �
/ - _ - - - = EASEMENT PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
17. MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE •+�--- *`ti111 �'it ='x '' ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER OR
DESTROYED AS A RESULT OF THIS CONSTRUCTION WILL BE REPLACED. NE CONTRACTOR SHALL NOTIFY NE ENGINEER ONE ,� `e 0 = CONSTRUCTION NOTE THE GOVERNING AGENCY.
WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE ALL CONTRACTORS AND SUB CONTRACTORS PERFORMING WORK SHOWN ON
MONUMENT. L ' OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
CO = CURB RETURN CURB DATA THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE 255-091-40 255-091-43 1S PROTECTED. THE CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY
18. MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR THE RESIDENTS AND EMERGENCY VEHICLES. 255-091-38 255-091-06 .o-PP = EXISTING POWER POLE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF NE U.S.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, INDEX MAP
19. AT ALL TIMES. N.T.S. �7TT�->T-.� = LIMITED USE AREA
DEPARTMENT OF LABOUR WITH "CONSTRUCTION SAFETY ORDERS". THE CIVIL
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. ENGINEER SHALL NOT BE RESPONSIBLE AN ANY WAY FOR THE
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC ORCONTRACTORS OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS
21. PRIVATE PROPERTY ADJACENT TO NE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. QUANTITY ESTIMATES AND ORDERS.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 0 CONSTRUCTION NOTES
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL 16678-1 16678-2 16678-3 16678 TOTAL
23. REQUIRE RE-WORKING OF THAT PORTION OF NE WORK INTILL THE SPECIFIED DENSITY IS OBTAINED. TRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD No. 1005 34 No. 37 No. 38No. 34No. 143 No. ENGNEERS NOTICE TO CONTRACTORS
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON 1 CONS
24. INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING 2 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD No. 104 (MODIFIED TO BE 8' OR 10' AS SHOWN) 5 No. 4N o. 4No. 1No. 14 No. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND
IMPROVEMENTS.
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND 4 INSTALL STREET SIGN PER CITY OF FONTANA STD No. 139 6 No. 3 No. 2 No. 3 No. 14 No. SEARCH OF AVAILABLE RECORDS. TO NE BEST OF OUR KNOWLEDGE, THERE
25. SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 3 514 L.F. 3 749 L.F. 3 934 L.F. 3 064 L.F. 14 270 L.F. ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 5 CONSTRUCT 6" CURB ac GUTTER PER CITY OF FONTANA STD No. 1003 _ PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
26. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
27. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCED STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD No. 1006 12 No. 8No. 8No. 2No. 30 No. NEITHER OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE
LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
28. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7 PLACE 4 1/2" MIN AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE No. 32) 6,178 S.F. 5,863 S.F. 6,301 S.F. 6303 S.F. 24645 S.F. NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON
29. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS
30. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS 8 CONSTRUCT 5 CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 22,723 S.F. 21,435 S.F. 22,414 S.F. 15,883 S.F. 82,455 S.F. WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR
31. DETERMINED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. - PROTECTION OF THESE LINES.
ACTUAL THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE 9 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD No. 1003 604 L.F. 284 L.F. 305 L.F. 1,193 L.F. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND
32. RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO NE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF
ROUGH GRADING. 10 CONSTRUCT 6 1/2" MIN. AC PAVEMENT OVER 12" MIN.OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE No. 32) 12,785 S.F. 6,025 S.F. 6,464 S.F. - 25,274 S.F. SERVICE ALERT (USA) PHONE 800-2272600 TWO WORKING DAYS PRIOR TO
DIGGING, NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING 11 CONSTRUCT TEMPORARY BARRICADE PER CITY OF FONTANA STD. 118 3No. 1No. 2No. - 6 No. SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE
APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A.
33. CONTRACTOR UPON COMPLETION OF PAVING.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC 12 REMOVE TEMPORARY BARRICADE - - 2No. 1No. 3No.
34. CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE 13 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A STD No. 313-1 CASE A OR B (SEE SHEET 28) 6 No. 1 No. 2 No. 1 No. 10 No.
35. CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 60,537 S.F. 43,773 S.F. 79,019 S.F. 93,782 S.F. 277,110 S.F.
AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD 14 PLACE 4" MIN AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE No. 32)
36. DRAWINGS TO THE CITY ENGINEER.
RECORD DRA
CITY O F FONTANA, CALIFORNIA r_
ASHOULD CONSTRUCTION OF THE REQUIRED o„of ss►gr,4e
D 5, LEr,[__ T
IMPROVEMENTS NOT COMMENCE WITHIN TWO ,����'S c �� Crouse/Beers & Associates, Inc. TRACT No. 16678- 1 , -2, -3 & 16678
YEARS OF THE DATE OF APPROVAL SHOWN, HEREON W �rn
N Engineering * Surveying * Planning * Construction Management DRAWN �,_
SCALE:
2191 5th Street, Suite 200, Norco, Ca. 92860-1967
ohilllijk STREET IMPROVEMENT PLAN
AAMMAANWAWANIAPA0 Na 23796DIAL TMo NURKING AND CARRIED FORTH IN A DILIGENT MANNER, THE * x. 12-31-05 Ph. (909 7 6-2040 Fax (909) 736-5292
t� FORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE �, DESIGNED �` T1TL �'SH=ET DATE:
BEFORE �, DAYs BE GJUNE, 2005
YOU DIG Orf''v
i. \ /004$1.S.---TCHECKED BY: AP' '• =�/Y❑U DIG �Y� PLANS TO BRING THEM INTO CONFORMANCE WITH cASE R.C.E. No. 23796 EXP. 12/31/0DATE �A' !�� 1-44') � DRAWING NO.:
TOLL FREE iUND SERVICE
0 1� RECORD DRAWING V30/09 J� � 3e1pA OUG AS N. C . ,fir RI -DO ppy,I,L R.C.E. 51152 DATE !3 _,� 3815 y
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
V. REQ o�1E Eru,'R. a o�tE STANDARDS IN EFFECT. f
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