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STORM DRAIN IMPROVEMENT NOTES COYOTE CANYON
ROAD
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA COYOTE CANYON
/
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS DUNCAN CANYON
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS SHEET INDEX ROAD
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. STORM DRAIN IMPROVEMENT PLANS
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT ROADRUNNER
1 TITLE SHEET ROAD
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CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", �/g
THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER TRACT 16326 2 WATER QUALITY BASIN "A" PLAN CHERRY
FOR RESOLUTION. "A"
AVENUE ,4
FOR LYTLE CREEK
3 WATER QUALITY LINE A PLAN AND PROFILE
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. T1 !f WATER QUALITY LINE 'A-1" PLAN AND PROFILE , N ROAD
WATER QUALITY BASIN A 4-7 STANDARD DETAIL SHEET SUMMIT DUNCAN CANYON
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE AVENUEROAD
ONE WEEK PRIOR TO IMPLEMENTING DETOURS. I 1---- - o �� z �IIIIi�� a• �' I
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY LEGEND/ABBREVIATIONS { _ lirx UTILITY PURVEYORS VICINITY Mk
- $ 40044111* dii
�
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. ( (- „""° , g "Igor r.T.s.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR ' '
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. I lx WATER WEST VALLEY WATER DISTRICT
AC ASPHALT CONCRETE ! _ - .. ► 9 1 855 W. BASELINE CONSTRUCTION NOTES QUANTITIES
CALL (909) .350-7610. BC BEGINNING OF CURVE I F._
= 4 ..� RIALTO, CA 92377
BASIN )11t1111.1;"7
f ATTENTION: LON TSAI ,
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND CB CATCHI L--- - 01 ��,' TELEPHONE (909) 875-1804 O CONSTRUCT 18" RCP (D-LOAD PER PROFILE) 525 LF
q CENTER LINE _+ �%
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, I "� O CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 321-1 2 EA
LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. C&G CURB AND GUTTER _ • , *i _,_'; j +"'�, CITY OF FONTANA
CMP CORRUGATED METAL PIPE - .' .r _ _ / ti 8353 SIERRA AVENUE O CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 322-1 1 EA
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, ELEV ELEVATION •i l 1 ' ac---- . d \"' 16 . �' FONTANA, CA 92335
II x / trATTENTION: KIM CHITWOOD 4 CONSTRUCT DROP INLET PER RCFCD & WCD STD. DWG. NO. CB 110,' MODIFIED PER 1 EA
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. EC END OF CURVE _ _ 11 . . w«� . ,,,,, _ O DETAILS ON SHEET 2.
` . TELEPHONE (909) 350-6731
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK EX EXISTING , . I 1 tj. 15 / ,1 ,,,/' \ " 5 SLIDEGATEPER WATERMAN AC-31ALUMINUM GATEOR EQUAL. 1 EA
XX.XX EXISTING ELEVATION I . � \ GAS THE GAS COMPANY O CONSTRUCT E WA E ALUM U EQ L
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION
(XX.XX) ! . . .. `'
FG FINISH GRADE w: L-- _ I - �- --. \ 16231 VALLEY BOULEVARD 6"OF INDUSTRIAL SAFETY. >1 �`"a._ y' TINGPilk%. f x S All
O CONSTRUCT PVC PERFORATED RISER PER WQ RISER DETAIL A & SECTION D-D. 3 LF
FL FLOW LINE o I� !i► FONTANA, CA 92335
�� 1'� ATTENTION: STEVE ROBLES ON SHEET 2.
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH FS FINISHED SURFACE s- H ..� ,� �'�► y \ * TELEPHONE (909) 428-8407 7 CONSTRUCT WIRE WELDED FABRIC (8 X 8 MESH). 5 SF
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS GB GRADE BREAK J 1 4000„0, 9"" v� r O
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE g ] _ E p A � I� f ;/ ' TELEPHONE VERIZON 80 REMOVE INTERFERING PORTIONS OF EXISTING 36" RCP. 5 LF
INT INTERSECTION c� """ '_
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN �, w __ _ .f' '!w / f �' f/ 16071 MOJAVE DRIVE, BLDG. B " "
HGL HYDRAULIC GRADE LINE �� t, - .'� _:."
, j/' VICTORVILLE, CA 92392 10 CONSTRUCT 20-FT WIDE ACCESS ROAD WITH 0.25' AC (TYPE B ) 1879 SF
THE POTENTIAL EXISTS FOR GROUND MOVEMENT. HP HIGH POINT W, , IAli .'°°`° ' gr,,A 6"
H I L - _ ( � , ATTENTION: FRANK ANGUSTAIN OVER 95% COMPACT NATIVE.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT JS JUNCTION STRUCTURE f .,. I. ' I h • 53 72 ,, TELEPHONE (760) 245-0330 /
11 CONSTRUCT FLARE END SECTION PER CALTRANS STD. PLAN D94B. 1 EA
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. L LENGTH I r 't' ."" % O
ELECTRIC SOUTHERN CALIFORNIA 12 CONSTRUCT 20-FT DOUBLE DRIVE GATE PER APWA STD. DWGNO. 600-1. 1 EA
LD LOCAL DEPRESSION , - --_ 11
IL. k - "` 10 EDISON COMPANY
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, MH MANHOLE U ?,.`', ' i _ ../(14,771EDI80W. CIENEGAOMPAAVENUE 6'
r'-'' 13 CONSTRUCT CHAINLINK FENCE PER APWA STD. DWG. NO. 600-1 89 LF
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE MIN MINIMUM - a ,",, 5 ,.+y SAN DIMAS,TION: CA 91773a
FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE P/L PROPERTY LINE "� I
1 _,. . 1t ' ,�. :' •,`r ATTENTION: JEF BURT 1412"
/ ' 1 i ' xIF ,, „ TEL (909) 592-3737 O CONSTRUCT ADS (N-12) TEE OR EQUIVALENT. 1 EA
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT R RADIUS L-, _ _ �� ! %,",b �� "/ / 0
- �'��'� 11 / CABLE ADELPHIA COMMUNICATIONS 15 CONSTRUCT 12" ADS (N-12) PIPE OR EQUIVALENT. 138 LF
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 RCP REINFORCED CONCRETE PIPE M A ! x ;, ,,,,i„,,,--
TWO WORKING DAYS BEFORE EXCAVATION. R/W RIGHT OF WAY . 5 / / / 1500 S. AUTO CENTER DRIVE 16 CONSTRUCT 12" ADS (N-12) 45' ELBOW OR EQUIVALENT. 2 EA ,
I � «#� I'gik,
`' _,. / '�' - �� ONTARIO, CA 91761 O
/ . ' �/
S SLOPE �-- - - I w ►�1ATTENTION: LEWIS MCDONALD 17 30"
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES ��/ r / O REMOVE INTERFERING PORTIONS OF EXISTING RCP AND CONCRETE COLLAR. 5 EA
SD STORM DRAINI / . *N!' ,� TELEPHONE (909) 975-3343
INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, STA STATION -` IAPIIV4 • 18 GRADE PER PLAN. 3 211 CY
_ ,.
LANDSCAPING, LANDSCAPE, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, TC TOP OF CURB r ,.��, /' ; CITY CITY OF FONTANA O
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TF TOP OF FOOTING `'' ''��� 't1► ,/ 8353 SIERRA AVE. 19 MODIFY CATCH BASIN PER SECTION E-E AND SECTION F-F HEREON. 2 EA
` ,44 % i t• FONTANA, CA 92335
TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. TG TOP OF GRATE t�,,►.► ;r '�►, / ATTENTION: BRIAN LOREN
/ TELEPHONE (909) 380-663213. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES TS TRANSITION STRUCTURE WATER QUALITY B SIN"A" � �� � �� > �+` i� �WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH WSE WATER SURFACE ELEVATION �-- Ill
� ll `-/ �/
THEAPPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. XX LOT NUMBER ''�i ~ / "'l \\;\/\ N /�'' "
_ l ,ifs♦ V / �� \
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. PAD=XX.X PAD ELEVATION l`' ,}�� /�- / ,//
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE LOT LINE Q IN A-1 ..,1-4410,4;,...•
/ 3"
f el
,jam .� � • i // 3/4:1 SLOPE OR FLATTER //\ MAX. SIZE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR ..� , -de i •r A OR ADEQUATE SHORING 2:1 SLOPES / �' l ! ,;, I ,/ / / ! �// /�j NATIVE SOIL
R, SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION , - ``(( , ! / t// 0' / •\ \ /\/ COMPACTED 95%
'� `I //%/ 90% COMPACTED NATIVE
co C T . '/� /, I� h / \\ /\\/
�� , O'w
� �.
CONTROL STAKING DURING CONSTRUCTION. / 4,-- i/
` /
CUT FILL LINE ►
Fla / • `� ' ,�%�j,� � f ,�•� � ,�li/ � .\ BACKFILL 6 MAX SIZE /\ � NOTES
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR /i .600 ,� N "
1Vv00-441:ii,"
' re' * �`;, -�T �Q' _ 6 MIN. / // 1. TRENCH WIDTH SHALL BE CONTROLLED
o FLOW LINE 'QO \ 4 o .1> r 5 / 1 " \/�\/BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. / G < �lil,/ rQ- 8 MAX. //\\/� TO TOP OF PIPE ZONE.
N 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, "" TRACT BOUNDARY 'lb \ - .!r kr, , � / GRANULAR BEDDING 2. TRENCH DEPTHS OF GREATER THAN 5'
. r ` i
\ :y M e' '" / FROM SELECTED SHALL HAVE ADEQUATE SHORING.
o MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR PLANNING AREA BOUNDARY \ , �! ,', W +
LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF _.------- </-\ "►� j` / , / Z TRENCH SIDE 3. CLASS II AGGREGATE BASE ALL
DAYLIGHT LINE 7/ \ F / N -I 11• I- ,-I MATERIAL TRENCHES LESS THAN 10' IN LENGTH.
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER s i
(1165,...-- EXISTING CONTOUR \ \ � oi 00 4# _ , _ • d (1 MAX SIZE)
/ w II I
rn ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED 1165-� ►, o- E111-• , `0 NOTE:
FOR LATER REPLACEMENT OF THE MONUMENT. PROPOSED CONTOUR \ \ f i // \ a 4Flittaa 3
• I I- I-I= O COMPACTION SHALL BE 90% IN ALL
N 18. TIMES THE CONTRACTOR
MINIMUM 112LFOOTL I LANE SHALL BE MAINTAINED NTAIN ACCESS FOR OCAL EAT ALLSTIM S AND KIN STHESCONSTR CONSTRUCTION INDEX MAP I t 11 SES AT ALL �I I: `� _ 'A 1 I 1 I- ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
N •AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, 1"=100' STORM DRAIN TO CAL-OSHA REQUIREMENTS.
I 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, 34. MINIMUM D-LOAD FOR ALL RCP IS 1350. GRANULAR BEDDING FROM SELECTED
INCLUDING ADEQUATE WATERING, AT ALL TIMES. AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY OF APPROVAL OF
to CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONRETE PIPES MUST BE INCREASED TO TRENCH MATERIAL FOR TRENCH
(N 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET DEPTH GREATER THAN 10'. TRENCH BEDDING DETAIL
• BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC = 5,000 PSI FOR USE 1/2 CRUSHED ROCK. N.T.S.
Q DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC = 6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. IMPROVEMENTS, THE CONTRACTOR SHALL NOT NOTIFY THE ENGINEER AND ALL PER SECOND. NOTICE TO CONTRACTORS
c▪i
AFFECTED
m AGENC22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO 28. NO CONCRETE SHALLES BEBEEDIATELY.
PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE DECLARATION OF RESPONSIBLE CHARGE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
rCONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE BEEN PLACED, INSPECTED AND APPROVED. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
o WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
• TO PLACEMENT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE CIVIL
O 23.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND ENGINEER FROM ANY AND ALL UABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
° STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CIVIL ENGINEER.
3 PRIOR TO PLACEMENT. STANDARDS.
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. Q� ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL
a 31 FINISHING GRADEALL LBYNOUT FRAMES,COVERS AND VALVE BOXES SHALL THE PAVING CONTRACTOR UPON COMPLETION OFBPAVINGED TO I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND •x�OG 441\0.F.TE0Sp.§8/0:4\/:0,
CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBUC IS
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH F�' SC PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND
CONTRACTOR SHALL RESTORE ALL SIGNING SPECIFlCA110N BY THE CITY OF FONTANA IS CONFINED TO A REVIEW HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF
32. UPON COMPLETION OF CONSTRUCTION, AS ENGINEER OF WORK, OF MY
•o TO MATCH EXISTING CONCRETE. ONLY AND DOES NOT REUEVE ME, r^
L STRIPING, BARRICADES,AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION RESPONSIBILITIES FOR PROJECT DESIGN. 0 6 ��8rn
INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN
1 I 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR OF THE CITY TRAFFIC ENGINEER. ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPUANCE WITH SAID REGULATIONS AND ORDERS.
* °(��� �� * PRIVATE ENGINEERS NOTICE TO CONTRACTORS
33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AEI-CABG ENGINEERING
o APPROVAL OT HE CITY ENGINEER. -
0 OF RECORD,WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 937 SOUTH VIA LATA 41> Civ,` ��07/
SUITE 500, (909)COLTON, CA 92324 OF CQL\F _ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN
0 II�IIIC$ �AR6 190L..�( PHONE NO. (909) 783-0101 '`"-�' ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF
° CW SX Hams �BUSEEFE� end ASSOC, IAC• FAX NO. (909) 783-0108 / SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR
C IEAR1f6RT ARE BAB ON THE WESTERLY LIE 22110 Minim arc* SIM 150 Inn N.Alrin n&Street SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK, TO ACCURATELY
THE NORTHEAST QUARTER OF SE T10N 2a, TOMIN�IP ODIQ A&EOMSION OF A PORTION OF THE'NORTHEAST 1/4 OF SECTION 23 AM)A PORTION OF THE NORTHWEST IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR
I NORTH, RANGE S WET, SAN NENNAPC040 1E!lcIAK 1/4 OF am-now 24 BOTH OF TVANSH r 1 NORTH, RANGE 6 WEST, SAN B 4A1DINO MERIDIAN, COUNTY OF SAN Carona, CA 92260 AnsMiTM CA 92506 '? Z O 0A
AS SWAN ON THE AMENDING MAP OF TRACT 13760, BiAi10. Ph:(909) 279-4000 Pt>f (714) 630-1626 Y.._ PROTECTION OF THESE LINES. PHASED UTILITY RELOCATION'S MAY BE NECESSARY AND SHALL BE THE
/ PLEDN BOOK 250 OF MAPS, AT PAGES 45 TiE6101101Et
Few(909) X200 Fax:(714) 1130-1916 - - ARIC M. TORREYSON D CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL 'VT'IUTY COMPANIES.
o, 66, UNVE, N THE OFFICE OF THE OO(R4TY R.C.E. NO.66068 EXP. ► TE 06-30-06DECO
THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE•ALERT (U.S.A.) PHONE
°c RECO DER OF SAN ARCNO COUNTY, SKI RD Di?'AW/NGS 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO DIGGING. . 1 \ •
- NORTH 00'30'25 WEST. I A
'°
8, BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. aTY DATE SEAL-ENGINEER
AEI.CASC
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 0 O CITY OF FONTANA, CALIFORNIA
n CALIFORNIA 1992 RANCHO CUCAMONGA NEAR THE L
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
D1[0COYOTE CANYON , „
0
INTERSECTION OF SUMMIT AVE.AND CHERRY AVE.AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL t� M T �� ENGINEERING DRAWN BY: * `,
SOUTHWEST CORNER OF CHERRY AVE.AND SUMMIT AVE. 101 � SHOWN HEREON AND CARRIED FORTH IN DILIGENT MANNER, t TRACT 16326
FEET WEST OF THE CENTERLINE OF CHERRY AVE.AND 37 $116b.,, ,i\iiiii...„, ' ' No• 66068 '° 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 0 S " " OWN
co DIAL Raml.V/TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO , DESIGNED BY: '�� WATER QUALITY BASIN A DA ,FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSHBEF❑RE DAYS BEFORE �` Exp,os-30-06 '� PH. (909) 783-0101 FAX (909, 783-0108
ON THE NORTHWEST CORNER OF A 10 FOOT WIDEBRING THEM INTO CONFORMANCE WITH CONDITIONS AND A.T. ^ TITLE SHEET . E 2005
Y❑U DIG , YOU DIG ` . CIV 1k- ��e PREPAR a� B ARIC M i,RREYSON R.C.E. N0. 66068 CHECKED BY: APPR a BY:
c3 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE.A STANDARD STANDARDS IN EFFECT. E OF CA\N IXP •' /•, 0-'•� , ` DRAWING NO.:
MWDSC 3 INCH BRASS DISK STAMPED"33A 1992". TOLL FREE 1-800-227-2600 y V ,, 7 Z O( C.V.A�'i .� ` s -Al �� 3893
NAVD 88- 1508.56(FEET) A PUBL I C SERVICE BY UNDERGROUND SERVICE ALERT RECORD ORA WA/GS 5/08 AMT /(� 7•ii,•of -` � '-
��' CI ENGIN R.C.E. 51152 DATE: •