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tDERAi. NOTES �,�
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1. ALL WORK SHALL BE iN ACCORDANCE WITH THESE PLANS, THE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
QJW"iiM�IONiG�I PROS
CITY OF FONTANA STANDARD PLANS, THE CONTRACT' PROVISIONS SHILL BE APPROVED AT THE TiME OF AND SHALL LOCATION
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS NORM TO THE CiTY OF FONTANA STANDARD DETAILS.
CONSTRUCTION ("GREEN BOOK7. ALL REFERENCE SPECIFICATIONS 26. ALL EXPOSED CONCRETE RETE SURFACES SWILL CONFORMIN GRADE, ACCESS RD TANA-:4,li�WMAGE
AND STANDARDS SWILL BE THE LATEST EDITION UNLESS Q COLOR AND FINISH TO MATCH EXISTING CONCRETE
CITY OF FON
NOTED.
27. THE SEINER CONTRACTOR SWILL STAMP AN "S" iN THE FACE OF NO. 16724ol%
2. WHEN A TECHNICAL CONFLICT DW FOUND TO W IN THE CONTRACT THE CURB AT THE LOCATION OF THE SEWER LATERAL TRACT
DOCUMENTS THAT CAN NOT BE RESOLVED BY TD 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING JIM
PRECEDENCE PROVISIONS IN THE `GREEN BOOK-, THE CONTRACTOR STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
S� MY SAID C TO >� �STREET IMPROVEMENT
FDR RESOLUTION. 29. ALL UTILITIES SWILL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS. too"
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT i n
GAY ENGINEER. PAVEMENT PRIOR TO PLACEMENT. ( �
4. CONSTRUCTiCNN PERMIT'S SHALL BE CIBTAIED FROM THE CITY OF 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIM IMM AND SUBJECT -
FD DIVISION
COMMUNITY DEVELOPMENT DEPARTMENT, ENGNNEERNNG BY SO TEsREVISION �TMc AM R COMPLETHE TION OF ROUGH ENGINEER AS M CONSTRUCTION NOTES EST'WV1TE OF QUANTITIES
DIVISION PR10R To THE START of ANY WORK.
INSPECTION COORDINATION SWILL BE REQUESTED AT LEAST TWO 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL - - - - - -
WORKING DAYS PRIOR TO TTE START OF ANY WORK IN PUBLIC FOR STRUCXW STREET SECTIONS SHALL BE RECOMMENDED BY A WALNUT AVENUE (FUTURE)a- SAWCUT AND RENOVE EXISTING AC PAVEMENT 37 SF
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. (E01EC AND � SUBMI TED TO THE CIiY OF FONTANA _
5. THE CONTRACTOR SWILL CONFORM TO ALL TRAFFIC CONTROL FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. - ��:
PAINT 12" WHiTE STRIPE LUT LINE PER CALTRANS TRAFFIC MANUAL FIGURE 6-33 1 FA
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE CE 33. ALL MANHOLES, CLEANOUT FRAMES. COVERS AND VALVE BOXES _ _ _ _ _ _ _ _ _ _ -- -- _ _---------------- INSTALL STREET NAME SIGN PER CiTY STD. DWG. NO. 139 1 EA
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC SHALL BE RAISED TO FINISHED GRAM BY THE PAVING CONTRACTOR 4 GNAT) EXISTING AC PAVEMENT (INN. 0.1' THICKNESS) AND OVERLAY 100 SF
EDRF UNLESS O DIRECTED Bir THE CITY TRAFFIC ENGINEER. UPON COMPLETION OF PAVING. 5 CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12. OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 A 32) 25,865 SF/642 TONS
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE / .
S. R SHALL BE THE OF THE CONTRACTOR TO MAINTAIN ALL SIGNING, SiRIPNNG, BARRICADES. AND OTHER TRAFFIC / 6 CONSTRUCT 6" PCC CURB dt GUTTER PER CiTY STD. DWG. NO. 1003 1,316 LF
BARRICADES, DELINEATORS OR OTTER TRAFFIC CONTROL DEVICES AT ALL TiMES. CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENMN�EER. /
/ 9 1O � 7 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. No. 104 (MODIFIED 8' WIDTH) 516 �
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION 35. CONWCTOR SWILL RELOCATE MD/GAIL REPLACE LANDSCAPING, // � 8 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY SiD. DWG. N0. 1006 2 EA
OR TRENCH WOW FOR TRENCHES 5 FEET OR GREATER iN DEPTH SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUG'TiON / ( 9 ADJUST MANHOLE FRAME 8: COVER TO GRADE PER CITY STD. DWG. MD 109 3 FA
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. TO THE SATISFACTION CE THE CiTY ENGINEER.
8. THE WILLS AND FACES CE ALL EXCAVATIONS GREATER THANFIVE (5) 36. AS -BUST DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO , / � � 10 CONSTRUCT 4. PCC SIDEWALK PER CITY STD. DWG. NO. 1015 4.261 SF
FEET IN DEPTH SHALL LE GUARDED BY SHORING, SLOPING OF THE THE ENGINEER CE RECORD, WHO SHALL PROVIDE RECORD DRAWINGS S � - - � 11 INSTALL 5800 LUMEN HPSN STREET L09 (70 WATTS, 17) ON 25 FT. MARBLELITE POLE OR APPROVED EQUAL 3 EA
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS TO THE CITY ENGINEER. , �' �� i PER CITY STD. DWG. NO. 1016
OF THE DIVISION CE PAX STRIAL SAFETY OF THE STATE OF CALIFORNIA.
TRENCHES LESS THAN FINE (5) FEET SHALL ALSO BE GUARDED WHEN CM OF 1 i *M Mff 101E1CJ WN LAST �/ \� ' 12 INSTALL R1 '"STOP" SIGN AND LEGEND PER CALTRANS TRAFFIC MANUAL SECTION 4.03.6, FIGURE 6-33 A' 6-36 1 EA
THE POTENTIAL FOR GROUND MOVEMENT' EXISTS. / � 13 INSTALLaARROM PER CiTY DWG. NO. 118 40 LF
CITY CE FONTANA S.B.C. INC. I
9. NO MATERIAL OR EQUIPMENT' SHALL. BE STORED IN THE PUBLIC RIGHT CE ATT: BRUIN WREN 3939 E 14 CORONADO STREET i QCT PCC DRIVE APPROACH PER CiTY STD. DWG. NO. 1005, WIDTH -16' UNLESS NOiED OTHERWiSSE 2,506 SF
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 1
8353 SIERRA AVENUE ANNEIN, G 92807 7 \ / 12 E----------------• 15 At?,IUST SEWER CLEANOUT TO GRADE - 1 FJA
10. THE LOCATIONS OF UTIITiES SHOWN HAVE BEEN DETERMINED FROM FONTANA, CA 92335 (714) 666-5500
AVAfI ABLE INFORMATION. HOWEVER, R SHALL. BE THE RESPONSIBILITY (909) 350-6632 UNDERGROUND SERVICE ALERT �` ` � i �
OF THE CONTRACTOR TO OErE uk, IN THE HELD, THE TRUE
LOCATION AND ELEVATION CE ANY EXISTING UTI.ITES, AND TO SO. CALIF. GAS COMEANY (800) 422-4133
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 1981 W. LUGONIA AVENUE \ Tr'iA C T 140, E ��� r �' P�
CONTRACTOR SHALL CONTACT SERVICE ALERT AT REDLANDS, CA 92374 PACIFIC BELL CO. \ ( i , 13 23 ,
(909) 335-7547 3939 E C ORRONADO STREET
1-800-227-2600 TNI) WORKING DAYS BEFORE EXCAVATION. 1 + / � I '
�. (800) 427-2200 (766CA 6-5467 M 6 j I i 1' 5' 18' 18' 5' 1'
11. THE HALL COORDINATE NOT LIMITEDTION WITH ln. GAS, ALL SO. CALF EDISON COMPANY i 4' 4' 1
300 N. PEPPER AVENUE VERIZON MIEP
ELECTRIC, 101E) I
?.•�
TELEPFNONI� � o 21
' CJIBI'E LANDSCAPING. I RIALTO, G 92376 1400 E PHILIPS BLVD.. � � 5 0
LANDSCAPE IRRIGATIO N, DOMESTIC IVATER, RECDANMED WATER, SEWER,
909 820-5598 - UNDERGROUND ONTARIO. G 91766 ( i ..h:
STORM DRAIN, FLOOD CONTROL AND CALIRANS. ALL UTILITY 909 875-5100 - TRANSMISSION 800 483-4000 � I t � �' , � ` � - 3�---- - LEVEL LINE-- 2x --- - ='� ?•�
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 213 637-1133 -PIPELINES ( ) �- 5 ( W t I � \
WORK AROUND THEIR FACILITiES. 909 357-6505 - DISTRIBUTION FONTANA WATER COMPANY I I ' g I M '``
10 10
12. THE CONTRACTOR SHiLL NOT OPERATE ANY FiRE HYDRANT OR WATER 8440 NUM AVENUE I TOE
I
MANN VALVES WETFNOilf APPROFAPPROPRIATEAGENCYAGENCYAU1HORiAUTHORIZATION.FONTANA G 92235 � I 6 TYPTC.AL SEI:TiON 6 OF SLOPE
CONTRACTOR SHALL COORDNrATE WITH THE APPROPRIATE WATER ADELPHA 1 AUTO CENTER DRIVE (909) V2-2201
23� 5046 � I � t N 'Ij I ---------------- TOE OF SLOPE LOQ4 STRU.W WW
COMPANY FOR VALVE OPERATION AND WATER REQUIREMQd15. ONTARIO CA 91761 4 I r
JESSICA MCE
13. CURVE DATA REFERS TO THE FACE OF CURB. (909) 481-1115 I I ' T1 = Z
I NOT TO SCALE
14. STATiONING REFERS TO THE CENTERLINE CE STREET'S, EXCEPT CRAWFORD CANYON MUTUAL WATER CO. ( t I ,
WHERE OTHERWISE NOTED. ATTN: BASIL. J. FABR00 I I fib
15. ADEQUATE CONSTRUCTION CONTROL STAGES SHALL. BE SET BY THE (909) ) 463-9580 1 N S
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK I ` R/W R/W
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION MWATE MOM NOM TOCONTRACfO�t ( _
CONTROL STAKING DURINGI---------------- 50' S'
THE E 0504CE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES MND OR STRUCTURESI ( 25' 25' � '
16. THE CONTRACTOR SHWl NOT DNSTWIRB EXISTING SURVEY MONL>wElVls. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH CE THE AVAILABLE RECORDS. 2 I n
MONUMENT TiES OR BENCFI►MRKS WITHOUT PRIOR NOTIFICATION TO THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
THE CITY ENGINEER. OF
THAT ANY NECESSARY ADANTMETNT CAN BE MADE IN ALIGNMENT ANDIOR GRADE I ( 5' 20' 20' 5' f' i
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE 4' 4'
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER I
17. REMOVAL AND REPLACEMENT' OF EXISTING SU RVEY CONTROL, INCLUDING LIES NOT ON RECORD OR NOT SHOWN ON THESE PANS. I I ,t8 ` 5 o i
SURVEY MONUMENTS, MONUMENT TIES MIB BENCHMARKS, SHALL BE DONE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR CONSTRUCTION CONTRACTOR AGREES 794T IN ACCORDANCE WIN GENERALLY ACCEPTED
SURVEY MMA*NTS THAT WILL BE DESTROYED AS A RESULT OF PRACTi= HE WILL BE REQUIRED TO ASSUME I ' i �--------------- `� -- �--- -- LEVEL -LINE' -- --
THiS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL SOLE AND COMPLETE RESPONSIBILITY FDR JOB SiTE CONDITIONS DURING THE COURSE
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCiION SO OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS ANMD- -
THAT TES TO MONUMENTS CAN BE ESTABLISHED FOR LATER PROPERTY THIS REQUIREMENT SHALL LE MADE TO APPLY CONTINUOUSLY MND i TOE OF SLOPE 10 10 AGE
REPLACEMENT OF THE MONUMENT. NOT BE IN= TO NORMAL WORKING HOURS. CONTRACTOR FURTHER _ - g
AGREES TO DEFEND, INDE I Y AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
--------------- IYPKAL SECTION s of SLOPE
AND
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS WNA�RMG ALL TTNfS PRD CT, REAL �DGCEPIN�'L IN CONNECTION
i FROM THETHE SOLE s - - JORMANCE OF'�"'ALU N WAY _ -a - - - ---------------- AMA WAY 26 47 T011�49�4T
BSE �T ALL TTiMALL ES IN THE CONSTRUCTIO12 N A� Fates OF THE DESIGN PROFESSIONAL ' /Q RECORD Tl = Z
RESIDENTS MI7 EMERGENCY VEHICLES.
N1 VF
- - - - - - - - - - - - - - - - - - These Record DocumeaM bM ban pnpWa bred NOT TO SCALE
19. THE CONTRACTOR SWILL PROVIDE AND MAINTAIN AN EFFECTIVE LWAUTHORM QHM40 Aim L on information peowidsi by e6m Un DMip
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT Prawmw br " VAMM do immy sawar
ALL TiMES. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE eomplMw�e &o(dkl0C=0h&nwdftNMbe N S
FDR. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANES. ALL CHANGES M THE � kbr my mm w Moot wNdmy RIW RIWV
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 19 ZO Z1 22 bwwn ar e I -
WIND VELOCITIES EXCEED 25 MILES PER HOUR. ! M� W 57' 5'
21. THE CONTRACTOR SHALL. NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SCALE 1 "=50' e,
SET OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY DAlil09. H/JMME� •�CG4�39?i ATE 32 25 Pim
,
i
AD44C M TO THE RlGW-OF-llAY DURING CONSTRUCTION MNTHOUT EXISTING STREET LIGHT' W WATER MAIN P.U.E PUBLIC UTILITY EASEMENT 12' 20' 20' 5' 1'
PRIOR WRITTEN APPROVAL
22. NO TRENCH BACMGF1l L SHALL TAKE PLACE WITHOUT PRIOR APPROVAL m FIRE HYDRANTS SEINER MAIN LM.E LANDSCAPE MAINTENANCE EASEMENT ��O,oOFESS� 4'
61
OF THE CiTY INSPECTOR. --� PROPOSED STREET LIGHT ----- CENTERLINE oP F� y
PROPOSED AC PAVEMENT Zx 5 -- LEVELim --- ---- --
EA EACH _
23. A GEOTECHINCAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. � 2 2 � v v � TRACT BOUNDARY No. 43976 2 � - - ---
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE SF SQUARE FEET ® GRIND AC PAVEMENT Exp' 6-3o-oo
RE -WORKING OF THAT PORTION OF THE WORK UNTiL THE SPECIFIED LF LINEAL FEET - SD - STORM DRAIN srq ClVL ,.,�• 10 I 10
DENSITY iS OBTAINED. LOC LENGTH ON CURB CAt.+t�`" TOE OF SLOPE TOE
s TypC4 SECTiON 6 OF SLOPE
24. GRE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES LOCAL STREET• -Sr VW
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
SLATE; THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE Bk% OF BEA IhK& ALLISON WAY TA N 'T3+�4�4T TO 13#7=SWAL.ES ENTERING OR LEAVING T.L. _ S5
BEARING ARE BASED ON THE WEST UNE OF SOUTHEAST QUARTE=R OF NOT TO SCALE
SECTION 36, Ti N, R6W, S.B.M. AS SHOWN ON TRACT 16085-1,
M.B.282/16-20, BEING: NW04'38"E
0 REV. REV19O N DESCRIPTION LATE ENGR. CITY DATE R*XA D CONST LX7IoN OF REQLlW BENCH' "KPMzmd By: OF ESS, CiTY OF FONTANA, CALIFORNIA
WROVOOMNOT GOMAfNa W RHB>v PREPARED FOR. :x ., ALLARD ENGINEERING �,�e�p S• Hq,� f
RANCHO FONTANA SPECIFIC PIAN
TWO WAASe_ e-212 OF THE FATE OF APPROVk SPIKE IN NORTH FACE OF P.P. ;,,'. " y Civil Engineering - Land Surveying - Land Inning OP �� tic DRAWN BY: SCALE:
YE� B.M. 361, 8?53 SIENNA A�� � ? � AS NOTED
DIAL_ TWO tit]RK I NG 91OWN � MQ � FORTH A 10370 TRADEMARK STREET 1536697E AT SOUTHWEST CORNER (>F . 6/30/07 7DESIGNED Bl':
DILIGENT MANNER, THE CRY BVC MAY No. 43976 m ��%�'4'1
RANCHO CUCAMONGaA, BASELINE AVENUE AND SULTANA AVENUE. Fontana, California 9�i35 � P� DATE.
BEFORE DAYS BEFORE REQS "ViSiw TO THLE KAM TO CALIFORNIA, 91730 (909) 356-1815 Fax ) -1795 * * AE E SHEET MARCH, 2005
YOU DIG YOU DIG
BRW THEM INM CONFORMANCE WMiH (909) 291-7600 . ^ S Z oS '�� ,P
'T C i V 1 CHECKED BY: AP DRAWING NO.: �
AND STANDARDS liV EFFECT ( ) A.C.E. 43976 4Z FF CALF FO ml .W� DATE: C " �/-�i�
TOLL FREE 1-800-227-2600) FAX 909 291-7630 David S. Hammar,
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT A �E D �//YC� 7�/�Q? E"ATM 5� (0�S �QW)
� •N�•� ENGINEER R.C.E. 51152 3T16 3
Fiferrame. M. \dwg\ 15918\Final Design\ 16724-1 \STREET\ 16724-1 ST1.dwg