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HomeMy WebLinkAbout3624-1 .. ... te=•, :2-A.+e, arw kiYvH.:• `54 rst•'.ka> , fc.:a:J.' ..'^v .rt.Wlv;..mv.,. 5,'ev' ,.6^:.0 ,s.«e-w: bhi^e:maa ..:� -uUa:>.W+sY.ssrrr. :aai v. .r..<.c ae, .. ... _ .. a"Y. .<. «.vim „ "x.,v..a m+.:y:"ra+vx3A^-seAn✓ A' -vt.'...dx.b Fav'..S:e9.C#'V*hH+Ss'.^..�;.mak-Y,«'F.:vvrti.¢b.�.t`V.eQ4:w _. - �. .; � .<. -..: ✓,pasty+.:... �' DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS CITY OF FONTANA PROJECT 08 SBd 66 1"7.49 21 .09 F GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OFF �., '� FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE ``� � �°` STREET & DRAINAGE CONSTRUCTION NOTES STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN *ii t I T1. 411' 66 BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE r 0 �- �� �= � . - � � 1ECONSTRUCT CALTRANS STD. A87 CURB & GUTTER TYPE LATEST EDITION UNLESS OTHERWISE NOTED. A2-200. a triC 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT , 0 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE \At0 STD. PLAN NO. 1015, SIDEWALKS W = 2.438m [8'] 45 PROTECT ELECTRICAL PULL BOX IN PLACE PROVISIONS IN THE "GREEN BOOK," THE CONTRACTOR SHALL IMMEDIATELY ADJACENT TO CURB. REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 0 CONSTRUCT CALTRANS STD. NSP A88A CURB RAMP CASE E. 46 PROTECT EXISTING FIRE HYDRANT 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE ' S z SAWCUT 0.30m [1'] FROM EXISTING EDGE OF PAVEMENT. REMOVE EXISTING STORM DRAIN RISER. CITY ENGINEER. IR olvi , Ak If, o �. . . .. .,.,d., 0 CONSTRUCT VARIABLE PAVEMENT THICKNESS AC OVERLAY.AVEN LIE 4 O I „ 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 48 CONSTRUCT DRAINAGE INLET TYPE 'OS PER CALTRANS STANDARD FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PLAN N0. D72; CURB OPENING "L" PER PLAN. PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE O CONSTRUCT 135mm [5.3") AC OVER 165 mm [6.5"] AB. 49 CONSTRUCT DRAINAGE INLET TYPE "OL" PER CALTRANS STANDARD REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY CITY OF FONTANA PLAN NO. D72; CURB OPENING "L" PER PLAN. WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) ' cl : y oF " 4 0 CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF 350-7610. GENERAL NOTES (CONT D) FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON 50 PROTECT CATCH BASIN IN PLACE. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. SHEET 2. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF CITY OF FONTANA UTILITY NOTIFICATION LIST O STREET LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.). 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE, PER CALTRANS METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. STANDARD PLAN N0. D78. MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS CITY OF FONTANA PACIFIC BELL COMPANY VERIZON SOUTHERN CALIFORNIA EDISON COMPANY O REMOVE EXISTING DRIVEWAY APPROACH OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES 8353 SIERRA AVE 3939 E CORONADO ST 1400 E PHILLIPS BLVD 7951 REDWOOD AVE 52 CONSTRUCT LOCAL DEPRESSION TYPE "B" PER SAN BERNARDINO FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, FONTANA, CA 92335 ANAHEIM, CA 92807 ONTARIO, CA 91766 FONTANA, CA 92335 CONSTRUCT BUS BAY PER DETAIL ON SHEET 2. COUNTY ROAD DEPT. STD. N0. 203 B. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ATTN: GRACE MARTINEZ (714) 666-5500 (800) 422-4133 ATTN: GREG KLOCK BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL ENTERING OR LEAVING IMPROVEMENTS. • TIMES. (909) 350-6731 ATTN: SUSAN MORGAN ATTN: STEVE HOOK (909) 357-6581 CONSTRUCT 127mm [5.0"] AC OVER 305 mm [12"] AB. ® PLUG CULVERT INLET w/ BRICK & MORTAR SEAL. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS (909) 820-5598 UNDERGROUND 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM SOUTHERN CALIFORNIA GAS ADELPHIA (CABLE N) WEST SAN BERNARDINO (909) 820-5137 TRANSMISSIONS 12 GRIND EXISTING AC PAVEMENT TO PROVIDE AC OVERLAY 54 CONSTRUCT 460mm [18"] RCP STORM DRAIN LATERAL; SEE PROFILE TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE TO THE CITY OF FONTANA STANDARD DETAILS. COMPANY 1260 DUPONT STREET COUNTY WATER DISTRICT (213) 637-1233 PIPELINES O . -(REFER,,TO DET. "A" ON SHEET 2) REPLACE AC PAVEMENT FOR D LOAD. CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. P.O. BOX 3003, SC8031 ONTARIO, CA 91761 855 WEST BASELINE (909) 357-6589 DISTRIBUTION 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR REDLANDS, CA 92373-0306 (909) 390-4738 RIALTO, CA 92377 REPLACE AC PAVEMENT PER APWA STD. PLAN NO. 133-1 55 CONSTRUCT JUNCTION STRUCTURE - PIPE TO PIPE PER A.P.W.A. ATTN: RICKEY REYES (800) 422-4133 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) AND FINISH TO MATCH EXISTING CONCRETE. ATTN: LEWIS MCDONALD (909) 875-1804 STD. PLAN NO. 332-1. FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND (909) 335-7508 ATTN: LON TSAI REMOVE EXISTING CURB AND GUTTER OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE (909) 335 7527 (FAX) ; 56 REMOVE AND DISPOSE EXISTING TREES. DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES CURB AT THE LOCATION OF THE SEWER LATERAL EMERGENCIES: (800) 427-2200 INDEX OF SHEETS - STREET IMPROVEMENTS ® CONSTRUCT DRIVEWAY RAMP __ y [36"] RCP STORM DRAIN LATERAL; SEE LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL CONSTRUCT 910 mm EXISTS FOR GROUND MOVEMENT. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING ,� 16 NOT USED PROFILE FOR D LOAD. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 4C �� SHEET: TITLE: 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF �� 1 - TITLE SHEET . NOT USED. 58 REMOVE EXISTING STREET LIGHT. WAY WITHOUT OBTAINING SEPARATE PERMIT FOR THAT PURPOSE. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND d �Y 2 - TYPICAL SECTIONS APPROVED PRIOR TO PAVING OF STREETS. �. P 3 - TYPICAL SECTIONS 18 REMOVE EXISTING PAVEMENT 59 CONSTRUCT CONCRETE COLLAR FOR R.C.P. PER A.P.W.A. STANDARD 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM a ✓ G/ 4 - STA. 8+00 TO 9+80, PLAN AND PROFILE PLAN NO. 380-3.` __ AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT c P`/' 4A - STA 8+00 TO 9+80, DEMOLITION AND PAVING PLAN 19 REMOVE EXISTING STREET LIGHT r' / �' 5 - STA 9+80 TO 12+50 PLAN AND PROFILE 60 NOT USED THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND PAVEMENT PRIOR TO PLACEMENT. . , HIGHLAND AVF. ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER a i 5A - STA 9+80 TO 12+50 DEMOLITION AND PAVING PLAN ®• RELOCATE EXISTING MAIL BOX (AS SHOWN) x PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO z6 - STA 12+50 TO 15+50 PLAN AND PROFILE CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO REVISION AND APPROVAL OF THE CITY.ENGINEER AS DETERMINED BY SOILS w Q CITY 6A - STA 12+50 TO 15+50 DEMOLITION AND PAVING PLAN 61 REMOVE EXISTING VAULT. OF ® REMOVE EXISTING POWER POLE AND ANCHOR (BY SCE) WORKING DAYS BEFORE EXCAVATION. TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. w N FONTAN 7 - STA. 15+50 TO 18+50, PLAN AND PROFILE <__ �`' a % / w 7A _ STA 15+50 TO 18+50, DEMOLITION AND PAVING PLAN ® 62 ADJUST EXISTING VALVE BOX TO GRADE PER SGVWC DWG NO. 9-A U S. PACIFIC w % m 8 STA 18+50 TO 21+50 PLAN AND PROFILE REMOVE EXISTING C.L. FENCE 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL Q RAILROAD �� - / COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A n. _ ASE LINE A\/� , BASE LINE AVE. 8A - STA 18+50 STA TO 21+50 DEMOLITION ANDDPAVING PLAN CONSTRUCT 152mm 6" ABS SCHED 80 PIPE CONC. ENCASE CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR 21+50 TO 24+50 PLAN AND PROFILE ( ) 63 RELOCATE EXISTING WATER METER PER SGVWC STD DWG. NO 3-A, RECLAIMED WATER, SEWER, FLOOD CONTROL AND CALTRANS. APPROVAL UPON COMPLETION OF ROUGH GRADING. 9A - STA 21+50 TO 24+50 DEMOLITION AND PAVING PLAN SIZE OF SERVICE CONNECTION TO BE DETERMINED IN THE FIELD. STORM DRAIN, REMOVE EXISTING GRATE C.B. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR MILLER AVE. / } - 10 - STA. 24+50 TO 27+50, PLAN AND PROFILE (BY S.G.V.W.C.). TO WORK AROUND THEIR FACILITIES. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL GIN c 1OA - STA 24+50 TO 27+50, DEMOLITION AND PAVING PLAN • BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON FUTURE % pF i 11 - STA 27+50 TO 30+50 PLAN AND PROFILE ® REMOVE EXISTING CONC. "X" GUTTER 64 RELOCATE EXISTING FIRE HYDRANT PER SGVWC DWG NO. 2-A REGIONAL/-ANCHO = PROJECT 11A - STA 27+50 TO 30+50 DEMOLITION AND PAVING PLAN (BY S.G.V.W.C.). 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER COMPLETION OF PAVING. PARK /` c.' 26 REMOVE EXISTING PLANTER WALL MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR CU AMON FOOTHILL BLVD. SITE 12 - STA 30+50 TO 33+50 PLAN AND PROFILE 12A - STA 30+50 TO 33+50 DEMOLITION AND PAVING PLAN 65 ADJUST EXISTING WATER METER TO GRADE PER SGVWC NO. 3-A. SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL �� 1 1 I 13 - STA. 33+50 TO 36+50, PLAN AND PROFILE ® REMOVE STORM DRAIN PLUG O (BY S.G.V.W.C.). OPERATION AND WATER REQUIREMENTS. SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO COUNTY OF SAN BERNARDINO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. / I I I 13A - STA 33+50 TO 36+50, DEMOLITION AND PAVING PLAN 28 REMOVE EXISTING CONC. SLAB 13. CURVE DATA REFERS TO THE FACE OF CURB. 14 - STA 36+50 TO 39+50 PLAN AND PROFILE 66 RELOCATE BY OTHERS 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, PROJECT ARROW HIGHWAY 14A - STA 36+50 TO 39+50 DEMOLITION AND PAVING PLAN 29 REMOVE r\ sTM ELEC. PULL BOX (BY SCE) 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SITE 15 - STA 39+50 TO 42+50 PLAN AND PROFILE 67 INSTALL 152mm [6'1 ABS SLEEVE w/ END CAPS OTHERWISE NOTED. SATISFACTION OF THE CITY ENGINEER. 15A STA 39+50 TO 42+50 DEMOLITION AND PAVING PLAN 30 REMOVE EXISTING STORM DRAIN LATERAL 16 - STA. 42+50 TO 45+00, PLAN AND PROFILE CONSTRUCT CURB OPENING C.B. PER COUNTY OF SAN BERNARDINO } 16A - STA 42+50 TO 45+00, DEMOLITION AND PAVING PLAN 68 " " " " 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE VICINITY MAP O STD. PLAN N0. 206, TYPE A CATCH BASIN. X & V VALUES AS 17 - STA 45+00 TO 47+60 PLAN AND PROFILE ® SAW CUT EXISTING PAVEMENT ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY SHOWN ON PLAN N.T.S. 17A - STA 45+00 TO 47+60 DEMOLITION AND PAVING PLAN PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENGINEER. . 18 - HEMLOCK AVE. PLAN AND PROFILE ® CONSTRUCT CURB TYPE A1-200 PER PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 69 CONSTRUCT LOCAL DEPRESSION PER COUNTY OF SAN BERNARDINO 18A - HEMLOCK AVE. DEMOLITION AND PAVING PLAN CALTRANS STANDARD PLAN NO. A87 .. .. DURING CONSTRUCTION. PRIVATE ENGINEER'S NOTICE BASIS OF BEARINGS: 19 - LOCAL DEPRESSION DETAILS STD. PLAN NO. 203 B, LOCAL DEPRESSION TYPE B 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, 20 - INTERSECTION DETAIL MULBERRY ® RELOCATE EXISTING SIGN. MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE TO CONTRACTORS 21 - INTERSECTION DETAIL HEMLOCK 70 CONSTRUCT CURB & GUTTER PER COUNTY OF SAN BERNARDINO FULL DEPTH AC PAVEMENT. THE BEARINGS SHOWN HEREON ARE BASED ON ] STD. PLAN N0. 115, 200mm [8 ] CURB & GUTTER 22 - INTERSECTION DETAIL CHERRY el CONSTRUCT 300mm [12 CITY ENGINEER. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE FOOTHILL BOULEVARD (ROUTE 66) BETWEEN 23 - INTERSECTION DETAIL BANANA 23 - STORM DRAIN PROFILES, LINES A, & B CONSTRUCT 250mm [10"] FULL DEPTH AC OVER 95 71 CONSTRUCT PORTION OF CROSS GUTTER SPANDREL PER COUNTY OF 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY CHERRY AVENUE AND HEMLOCK AVENUE AS 25 - STORM DRAIN PROFILES, LINES C, D, & E ® COMPACTED NATIVE SUBGRADE. SAN BERNARDINO STD. PLAN NO. 119, CROSS GUTTER SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL SHOWN ON THE RECORD OF SURVEY, RECORDED 26 - STORM DRAIN PROFILES, LINES F, G, & H CONSTRUCT 127mm 5" AC OVER 305mm [12") COMPACTED MONUMENTS THAT WILL BE DESTROYED ASA RESULT OF THIS WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, IN BOOK 59, PAGES 52 THROUGH 62, BEING 27 - STORM DRAIN PROFILES, LINES J, & K 36 ABANDON EXISTING PIPELINE ® [ ) 28 - STORM DRAIN PROFILES, LINES L, & N NATIVE CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS NORTH 89' 48' 09" WEST AND BEING SOUTH 29 - STORM DRAIN PROFILES, LINE P, & R 37 RELOCATE & ADJUST TO GRADE EXISTING WATER RISER, ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SQ THAT TIES TO FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION SIDE OF SECTION 2, TOWNSHIP 1 SOUTH, 1.000m [3.28'] BACK OF CURB ® CONSTRUCT DRIVEWAY PER COUNTY OF SAN BERNARDINO STD. PLAN MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING RANGE 6 WEST, IN THE COUNTY OF SAN NO. 128, RESIDENTIAL DWY APPROACH WITH CURB MONUMENT. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE SHEET No. No. OF SHEET DESCRIPTION 38 ADJUST EXISTING MANHOLE TO GRADE. AGENCY OR THE ENGINEER. BERNARDINO, STATE OF CALIFORNIA. NOT USED 15. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND 1 1 TITLE SHEET BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED BENCH MARK: 39 REMOVE EXISTING GUARD POST AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY UNDERGROUND UTILITIES & STRUCTURES 2-3 2 TYPICAL SECTIONS & DETAILS VEHICLES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR " " 4-18 30 STREET PLAN & 40 PROFILE DEMO & PAVE) PROTECT IN PLACE (FACILITY PER PLAN) CONSTRUCT EARTI-IFILL AT BACK OF C&G CHISELED X N.E. CORNER OF r 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH 19 1 LOCAL DEPRESSIONS DETAILS 0 CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL; SEE PROFILE ' OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ABUTMENT AT FOOTHILL BLVD. INSTALL 50mm [2"] WATER SERVICE CONNECTION PER SGVWC OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20-23 4 INTERSECTION DETAILS � FOR D LOAD ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. AND EAST AVE. DWG. NO. 3-A (BY SGVWC) THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY 24-29 6 • DRAINAGE PLAN 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED � BM# 368 ELEV. 364.395m e PROTECT P.I.V. IN PLACE � REMOVE EXISTING SIDEWALK WIND VELOCITIES EXCEED 25 MILES PER HOUR. MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE (1195.52ft) 6 SIGNING/STRIPING PLANS FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR 21 TRAFFIC SIGNAL PLAN ® CONSTRUCT MODIFIED CATCH BASIN TYPE "A" PER COUNTY OF 78 REMOVE EXISTING SIGN 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, STRUCTURES. 23 LANDSCAPING & IRRIGATION SAN BERNARDINO STANDARD NO. 206, X = 2.1 M ADD # 4 SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY BARS ® 12" O.C. IN BASIN FLOOR I 79 REMOVE IRRIGATION VAULT ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE 8 TRAFFIC DETOUR AND STAGING 44 PROTECT GUARD RAIL IN PLACE WRITTEN APPROVAL RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR 12 SEWER PLAN & PROFILE USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE 6 UTILITY COMPOSITE PLAN THE CITY INSPECTOR. PLANS." Q STA. 25+78.155 15 CROSS SECTIONS (REFERENCE ONLY) 6 STA. 17+73.932 z W 21 >-- Q 17 W Z W Z 19 STA. 33+82.856 STA. 37+99.405 5 STA. 10+00.000 c D 18 I- w1111 mw mQ © � � 20 U Ell ®�` Q > > Q 1.(:_)1 w 4 � z p � . . W ¢ �� W _I Z . . 2-6 7-11 1�.'�i'r ¢ > w > N ®© STA. 29+80.510 1 , ! STA. 42+01.724 Z Q STA. 13+71.230 STA. 21+75.830 .......«..._�........... mow-. -..- -.--r-� _ .. .-=_n-�ci�..._-.._�.�..._� _- _ __ - _ __ _�---_ �_ T wr • .: le/ ALF / 1111 ri& I I 4 ( � I W �� i 41prigi611 v g 10 W NI MeV 11111 STA. 45+:.9.852 SHEET INDEX o © © o O Q p D _ `y PAVING NOTICE TO CONTRACTORS O STREET PLAN Se PROFILE W z v) W o Z p w X W Q D THE EXISTING PAVEMENT FINISH SURFACE ELEVATIONS ALONG SR66 J p CO W J > ® ® > Q USED AS THE BASIS FOR THE DESIGN OF THIS PHASE OF WORK AND STRIPING PLANS - > i- Q Q Q .I SHOWN IN THESE PLANS ARE BASED ON THE FINISH SURFACE OF THE Q © o O Q Q a 0 ® �► �► I ROAD PRIOR TO THE CONTRUCTION OF 19mm (3/4") OPEN GRADED AC O DEMOLITION AND PAVING PLAN U 4* . 0 . • AC OVERLAY CONDUCTED BY CALTRANS IN JUNE 2001. . 4. 4 SEWER PLANS FOOTHILL (SR-66)` . , TRAFFIC SIGNAL AND INTERCONNECT PLANS The Contractor shall possess the Class or Classes of license NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOD OTHERWISE. INDEX MAP ,, ( „ ) � _. as specified in the Notice to Contractors . FOR REDUCED PLANS ORIGINAL o 20 40 80 60 SCALE IS IN MILLIMETERS Under round Service Alrt L � i � L I ; � � 317900 9 QROFESS/p� A' / Hall �ern�,rt 111C• ,w�� CURT y06,, , �'� 1 0� �0��/'1�A� �/'� 0R1�I!'1g�,FORE y0GCall: TOLL FREEt k P� , - EA Civil Engineering • Planning • Surveying • Public Works W ' DRAWN BY STREET & DRAIN IMPROVEMENTS SCALE: -800 oc No.262293/31/ A.N. AS SHOWN -' 420 Exchange, Suite 100 ••Irvine, CA 92602 •■714/665-4500 ( XP E .3/31/06227-2600DESIGNED BY FOOTHILL BOULEVARD - UTE 66 t ) PREPARED UNDER THE SUPERVISION OF 9j�, C►VI>r o���P E.M.R. DATE: „\\ 1 of CALF CHECKED BY EAST AVENUE TO HEMLOCK AVENUE TWO WORKING DAYS E.M.R. MAY 2005 BEFORE YOU DIG ENGR'S. CITY 6.20 -oS JOB NO. APPROVED DR. NO. SHT. NO. AILN CURT HOG N R.C.E. N 99089-1234 3624 1 OF 44 REFERENCE PLANS REVISIONS APPROVAL DATE APPROVAL DATE 0. 26229 DATE CITY ENGINEER RCE #51152 , DATE 4 �" �� «;t*.� . :'. ...dierm"i ,.. ... .... .. .... :.: .. a w.x;xi.:., avdy<:.:::: Y -yi;r.Ar uF•ub«w ,.xF +to.;,.tt?.',;Ls,hx= ..,;.,e`v.. rvm....z..rc: *«.x...wu zr.:, x. ,: x x... v .,. ,.>• .,..... ,. -a: a., ..- .......<r:< � <.. x -:i�.±a..ss.�:� �ffssau sr....z�..<.:a ea`4 �Wa .. ,.,.v a "'a +. x;. 'ao-"n uzv-. z•. o:-,... ;.W'l+S,`'e..2 x,3hk.la oa:.u $.S:�.aa'xd� 4p%x-ftic 128s.`:�v^e P.., AW x3i ` ' '