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Home My WebLink About2765-1sn IZ r E'LI KIN L.F. Lu I Lki � Q S' LOT A SEWER: PROJECT a � VI 4 w 11P9 6 LdW L.u) 3 WALNUT cn 7' Ib' S' D.SD' I I Z i I CITY OF FONTANA STREET IMPROVEMENT PLAN FOR TRACT NO. 14775-I imILl CONSTRUCT 6 uum ANO GUTTER PEA SI . DETAIL NO. l0! E'LI KIN L.F. R/w 50 52' S' LOT A SEWER: PROJECT a CONSTRUCT �2' (L -MA) 11P9 6 L.F WALNUT ST. 7' Ib' S' D.SD' ` PKWAY CONSTRUCT CROSS -GUTTER PER STD. DETAIL NO. 104 (MODIFIED WIDTH AS Suwm)- A191\ me V w RAMPED CURB RETURN PER STD DETAIL NO. 104 -AI, 0.901' D.'15' SOUTHERN CALIFORNIA EDISON COMPANY VIRGINIA RD. N s P. 0. BOX 788 LEVEL LIME 2"X4" REDWOOD HEADER 'L L. F. BASELINE RD. 's J LLl _ :' 1 EX IST. IMPROVEMEM FOR TRACT 15loSS ' STD. BARRICADE PER STD. DETAIL NO. 118 TY PICAL SE CT 10111 ATTN: DAVID JONES BEECIA ANEMUE � J 5' PS.E..4 ^�" -_ 54.' Rll CONSTRUCT 4" P.C.C. SIDEWALK PER STD. DETAIL NO. 105A s S.F GEOONIA DR RANCHO FOP TANA Y GAS: SOUTHERN CALIFORNIA GAS COMPANY 10 - CONSTRUCT VILLAGE (W=169) _ 26 I MILLER 11*1 LIIIE D dr' 2 :I MAX. _ „ a � a_ _ _ _ _ _ n Q � .► _T 11 o T. I MAK. S" A.C. BERM PER STD. DETAIL MO. 1310 2:1 MAA R/W RJB L g � o _ TYPI CAL SECTION. w. -r.5. KK2�STINE WAY T.I.= 5.5 RR/W S' P.S.E.5D S' P.S.E -r,� 7' 2'- I L�I�t Lauf I 2 o An -2.L5% - - 7. L87- TA 14.1 MAL 1p Il. a N f 3 3 z8 z� 1 is z4 :s SUARDU AVE FREMUTIA AVE T7r1CAL. SECT10J1 T. 1. = 5.5 SULTAAIA AVE. INDEX MAP N•� s TI = 5.5 SCALE: i'- 200' N.T.S. CONSTRWTION NOTES AND ESTIMATED WANTITIES UTILITY NOTIFICATIONS CONSTRUCT . b40 A . C . OVER 1Z" A . 8 . , F0G SEAL OVER ALL 8,200 ST WATER: SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE 2a- CONSTRUCT 4" A . C . OVER 12" A.B., FOG SEAL OVER ALL 43,14D S EL MONTE. CA. 91734 (213) 448-6183 " 33 --- CONSTRUCT 6 uum ANO GUTTER PEA SI . DETAIL NO. l0! L.F. < SEWER: PROJECT a CONSTRUCT 8" CURB AND GUTTER PER STD. DETAIL NO. 101 11P9 6 L.F WALNUT ST. SITE ` PKWAY CONSTRUCT CROSS -GUTTER PER STD. DETAIL NO. 104 (MODIFIED WIDTH AS Suwm)- A191\ S.F. V w RAMPED CURB RETURN PER STD DETAIL NO. 104 -AI, EAS °D SOUTHERN CALIFORNIA EDISON COMPANY VIRGINIA RD. s P. 0. BOX 788 77 x 2"X4" REDWOOD HEADER 12 _ L. F. BASELINE RD. 's RIALTO, CA. 92376 8a- CONSTRUCT STD. BARRICADE PER STD. DETAIL NO. 118 80 L.F ATTN: DAVID JONES � J � (909) 820-5191 99 CONSTRUCT 4" P.C.C. SIDEWALK PER STD. DETAIL NO. 105A 12,9110 S.F GEOONIA DR RANCHO FOP TANA Y GAS: SOUTHERN CALIFORNIA GAS COMPANY 10 - CONSTRUCT VILLAGE (W=169) _ 26 EA. MILLER Ali. FOOTHILL BLVD. 11 CONSTRUCT S" A.C. BERM PER STD. DETAIL MO. 1310 26 L.F. MR. LOU WESTFALL !2 33 --- CONSTRUCT 6 uum ANO GUTTER PEA SI . DETAIL NO. l0! L.F. SEWER: CITY OF FONTANA a CONSTRUCT 8" CURB AND GUTTER PER STD. DETAIL NO. 101 11P9 6 L.F 8353 SIERRA AVENUE FONTANA, CA. 92335 55 CONSTRUCT CROSS -GUTTER PER STD. DETAIL NO. 104 (MODIFIED WIDTH AS Suwm)- A191\ S.F. (909 ' 350-7640 CONSTRUCT RAMPED CURB RETURN PER STD DETAIL NO. 104 -AI, EAS POWER: SOUTHERN CALIFORNIA EDISON COMPANY P. 0. BOX 788 77 CONSTRUCT 2"X4" REDWOOD HEADER 12 _ L. F. 300 N. PEPPER STREET RIALTO, CA. 92376 8a- CONSTRUCT STD. BARRICADE PER STD. DETAIL NO. 118 80 L.F ATTN: DAVID JONES (909) 820-5191 99 CONSTRUCT 4" P.C.C. SIDEWALK PER STD. DETAIL NO. 105A 12,9110 S.F GAS: SOUTHERN CALIFORNIA GAS COMPANY 10 - CONSTRUCT RESIDENTIAL DRIVEWAY PER STD. DETAIL NO. 102 (W=169) _ 26 EA. 16231 VALLEY BLVD. FONTANA, CA. 92335 11 CONSTRUCT S" A.C. BERM PER STD. DETAIL MO. 1310 26 L.F. MR. LOU WESTFALL !2 COUSTRUCT TYPE L- 1 OBJECT MARKER PER CALTRAiK STh. PLAN 46. A-13 4 EA. (909) 889-9711 13 COMSTRUCT LOCAL - DEPRESS IOU PER L.A.C.F C.D. STD. DING. MO. 2-D82 (MAX. C.F+A-121 2 EA. SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION _ 2191 E. BIRCH STREET !4 ADSUST EX. WATER VALVE TO GRAVE 3 Eat. BREA. CA. 92621 (714) 529-2889 15 REM9Vr-- ESE. 12"x !s" REDWOOD NEA DER `24 L. F. - 4b COUSTRUCT 2" A.C. OVER NATIVE 240 S.F. TELEPHONE: GENERAL TELEPHONE 9000 HELLMAN AVENUE i7 WSTALL 5800 LUMEM (A.P.9.0 OR14iMEKML POLE STREET Ll"T 4 EA. RANCHO CUCAMONGA. CA. 91730 (909) 945-3562 18 INSTALL t(v000 LUMEM (A.P.SV) 8ANAMEMAL POLE STREET UGHT 2 EA. PACIFIC BELL VICINITY MAP3939 E . CORONADO STREET 19 Cori3T. uNDET?srDFwALr� ORAtN ne67v.w0. 1'�4 - _----___-- -_ ______ l EA. ANAHEIM, CA. 92807 N.T.S. 2A PLACE 10' OR LOOSE 17^r -m 5 C In DIA) 4ao F (714) 999-5639 m STREET IMPROVEMENT PLANS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) . 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST 24 HOURS PRIOR TO THE START OF ANY WORK. CALL (909) 350-6632. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THS CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE. COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 8. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. 11. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE FIAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 12. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. REFER TO CITY OF FONTANA. UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 14. THE CONTRACTOR (S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO. GAS, TELEPHONE. ELECTRICAL. LIGHTING. TELEVISION CABLE. LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER. RECLAIMED WATER. SEWER. STORM DRAINAGE. FLOOD CONTROL SYSTEMS. ETC. 15. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 18. TYPE. LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 17. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS. AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 18. SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO PLACING ASPHALT. 19. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 20. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 21. ALL BACKFILL SHALL BE CERTIFIED BY THE SOILS ENGINEER. 22. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 24. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 25. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 26. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK IN NOTE i9 ABOVE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SECTION 306-1.1.5. 27. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 28. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING OPERATIONS. 29. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING HIS BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS, WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES, SHALL BE CONSIDERED AS INCIDENTAL TO AND INCLUDED IN THE OTHER ITEMS OF WORK. 30. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS. OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS. WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION, SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. si PAVING NOTE PRIVATE ENGINVERNS NOTE �tGL4 ' SER!/ICE ALEA ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR IOW No. 17055 AND RECOMMENDED ,BY THE SOILS ENGINEER R. VALUES. SAND EQUIVALENTS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY THE EVENT OF DISCREPANCIES, PERTAIN)WG TO THESE PLANS ARISING DURIMG EXp, 6•SO-01 /* ' T CALL: TOLL FREE OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. COWSTRUCT)ON, THE PRIVATE ENGINEER SULL BE RESPONSIBLE FOR DETERMI1l1" AAI * 4. CARE SHOULD BE TAKEN TO PREVENT GRADES. DITCHES AND SWALES FROM ACCEPTABLE SOLUTION AUD REVISIMG THE PLAIDS FOR APPROVAL BY THE CITY. !y 1-800--4-4133 UNDERMINING STREET IMPROVEMENTS, UPON INSPECTION OF THE SITE, 4�� Of THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES. ENTERING 0RECORDDRANING M 48 Houws BEFORE You DIS OR LEAVING IMPROVEMENTS. r3AS(S OF 60ARING: CENTFRLINE OR SEL"C_ -&4C NOdeO'IdW PEF PMS 29116 PRIVA71PE 17hilts` 9S NOTTO CONTRACTORS cisco T 6Ms m-*3�- yRoo HR ENGINEERING, INC . CITY OF FONTANA, CALIFORNIA SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES ?,:�r .41WiZ IN ENGINEERS, PLANNERS, SURVEYORS PUBLIC WORDS DEPARTMENT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 1919 ATLAS DRIVE ,SUITE A , RIVERSIDE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE '�A.P�L/NE. CALIFORNIA 92501 PH. 684-9522 DRAWN BY: STREET IMPROVEMENT PLAN SCALE: PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIRE- LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE Z_LEY. /J&f5.d0 A .N. � `�� MENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT DESIGNED BY: TITLE SHEET DATE: HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO n B.N. TRACT NO . i 4775 ' I AUS I�i9 2 AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,IN TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR OTHER LINES NOT OF RECORD QA NOT SHOWN ON THESE PLANS. CHECKED BY: AP ROVED: a-!/- DWG. N0. REV. DATE ENeR's DESCRIPTION DATE CITY DALE G A DING R . . E 17055 DATE` LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. x , _ _ A.R.C. _ CITY ENGINEER R.C.E. 2S121a 27105 i�5b � IIa52