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Home My WebLink About4360-1i W `* y � ■ � 1. �" " ��"� i r* , 1 •1 i f ! !1 i i • • • W r i W� i � 1 w � '• w{ r y y.�,.. i • yW W i•..W ■* 4. i L y� y,." y Pill • r n � � W �■ t +" w • C * i i � * � r � +► YI j •� L 7 j i i� /' '. ,w � � r # ! M 1 j ! 1 • i i W •. y. • W � 1 i. W t WlY i y * 1 ! 1 Ih • YM THE EXISTENCE AND LOCATION OF ANY UNDERGROUNDUTILITT PIPES STRUCTURES OBTAINED BY A SEARCH OF THE AVAILABLE • KNOWLEDGE NO CONTRACTOREXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE REQUIRED PRECAUTIONARYr TO PROTECT r ANY OTHER LINES NOTOF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR APPURTENNANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR CAUSE TO BE MADE THE NECESSARY REPAIRS AT . t yruti { ,,A Y t a lr i , I r , r r s 4tr 4 w., f 4 ; � 1 s a 1 4 i`u k 1 k Wt , ffhk t. M1; A : I4`1 t{k. J Ing11101, 0h`1r hr,t y,u r) 1, 44 i,4! 4 I -,. , ,,,. t 1, :.,. t},. y r'N" ,A u 'A1' £„ , �` vr- is-. r.•;. .',y,. r l ! ar t , a 1 R t r s Y � ) Yl t, l 111a k1tv'l A r tl"t�4t k� 1. ALL TRAFFIC CONTROL WORK AND DEVICES FOR CONSTRUCTION SHALL CONFORM TO THE "MANUAL OF TRAFFIC CONTROLS", LATEST EDITION, QT CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATE,l EDITION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THA CITY OF FONTANA ENGINE" DIVISION STANDARD DATED y * t ANY REVISIONS THEREAFTER. t jR 3. ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR DELINEATED AND/OR BARRICADED REQUIRING t. LANE CLOSURE, CONTRACTOROW THE GUIDELINES IN THE LATEST EDITION THE WORK AREA ( HANDBOOK. 4. 1,. ADVANCE WARNING BE r 5. CONSTRUCTION TRUCK 1 TRAFFIC LANES CONSTRUCTIONBY USE OF QUALIFIED FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED BY THE CITY ENGINEER, OR QUALIFIED FLAGGERS SHALL BE USED WHERE WHERE THROUGH TRAFFIC ! EQUIPMENT MOVEMENT. 6. TRAFFIC SIGN DIMESIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CAI -TRANS SIGN SPECIFICATION 7. A MINIMUM 12' TRAVEL LANE AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. a BE w OF • " OTO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 9, MASK OR BAG ALL CONFLICTING SIGNS AND ALL CONFLICTING STRIPING AND PAVEMENT a.REMOVED FROM THE PAVEMENT WET SAND BLASTING BY THE CONTRACTOR, OR 10. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE REMOVALCITY Y 11. ALL % Ili THE CITY ♦ ♦ L TRAFFIC SECTION. P SIGNS WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED ON O COORDINATED r w 12. EXACT LOCATIOF ALL EQUIPMENT AND CONTROL DEVICES TO BE DETERMINED *. CONSTRUCITON SIGNS MAY BE REQUIRED CfrY Q= "„ A !I UnUff ,t A 7M USP CITY OF FONTANA y ATTN: KIM iATTN: VIRGINIA t B 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, 92335 ANAHEIM,*i •0 "666-5467 SO. CALIF. GAS. CO. UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (600) 227-2600 1961 W. LUGONIA AVENUE —RIGHT OF WAY REDLANDS, CA, 92374 COMCAST (CABLE TV) (909) 335-7547 ATTN: JACK HAYES ME (600) 427--2200 1205 DUPONT AVENUE 4 5 ONTARIO, CA. 91761 T.W. (909) 390-4736 SO. CALIF. EDISON CO. —TOP OF CURB 300 N. PEPPER AVE. —CRUSHED MISC. BASE RIALTO, CA. 923766 GENERAL TELEPHONE CO. 909 620-5596 - UNDERGRND ATTN: STEVE HOCK 910 675-5100 -- TRANS 1400 E. PHILLIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA. 91766 909 357-6223 - DISTRICT (600) 422-4133 SAN BERANRDINO COUNTY INLAND EMPIRE UTILITIES AGENCY TRANSPORTATION,/ FLOOD 9400 CHERRY AVE., BLDG. A. CONTROL DEPT, FONTANA, CA, 92335 625 EAST THIRD STREET P.O. BOX 697 SANBE0NARDINO, CA. RANCHO57U AMONGA, CA, 91729 R. D. 0241 (909) 367 2600 --TOP OF SLOPE FONTANA WATER COMPANY —REINFORCED CONCRETE PIPE ATTN: AL KROHN --TOE OF SLOPE 16603 SPRING ST, —INVERT FONTANA, CA. 92335 —EDGE OF PAVEMENT (909) 622-2201 —SLOPE EDISO II EASEMENT 10' 1 SIERRA LAKES PARKWAY ELEVATION AS SHOWN" ON PLAN � �_° VERTICAL. FACE B 6" MIN. J AR NFORM TO iEL/DOWNDRAIN MAXIMUM SLOPE 1 1/2 : 1 520—A-2500 PCG BATTER 4 1/2 : 12 \ --i CF NO. 3 CONCRETE AGGREGATE IN A BURLAP 7 SACK SECURELY TIED. SLOPE 1/2" __—�\ TOP OF WALL PER FT. 1/2" CHAMFER 1" DIAMETER WEEP HOLE 15' O.C. 1/2" CHAMFER 22 5/16" ON EXPOSED SURFACE SECTION NOTES: 1, EXPANSION JOINTS SHALL EXTEND THROUGH THE ENTIRE HEIGHT OF WALL AND BE JOINT U ETA SPACED AT A MAXIMUM DISTANCE OF 40' OR AS DIRECTED BY THE ENGINEER, INDEXGRAVITY WALL DETAIL 3" CLR 128> i NOTE, CUTOFF MALLS TO BE PLACED AT DRAINAGE STRUCTURES PER PLAN LOCATION AND LENGTH. 9_1 SHEET 1 TITLE SHEET —RIGHT OF WAY 2 PLAN & PROFILE -- LINE "A" AND LATERALS A-1, A -2,A -3,A-4 AND A-4-1 3 PLAN & PROFILE - LINE "A" AND LINE "B" LATERALS A-5, A-6, A-7, A-6 4 5 DETAILS DETAILS T.W. 6 DETAILS —TOP OF CURB AR NFORM TO iEL/DOWNDRAIN MAXIMUM SLOPE 1 1/2 : 1 520—A-2500 PCG BATTER 4 1/2 : 12 \ --i CF NO. 3 CONCRETE AGGREGATE IN A BURLAP 7 SACK SECURELY TIED. SLOPE 1/2" __—�\ TOP OF WALL PER FT. 1/2" CHAMFER 1" DIAMETER WEEP HOLE 15' O.C. 1/2" CHAMFER 22 5/16" ON EXPOSED SURFACE SECTION NOTES: 1, EXPANSION JOINTS SHALL EXTEND THROUGH THE ENTIRE HEIGHT OF WALL AND BE JOINT U ETA SPACED AT A MAXIMUM DISTANCE OF 40' OR AS DIRECTED BY THE ENGINEER, INDEXGRAVITY WALL DETAIL 3" CLR 128> i NOTE, CUTOFF MALLS TO BE PLACED AT DRAINAGE STRUCTURES PER PLAN LOCATION AND LENGTH. 9_1 —PROPERTY LINE T.O.P. —TOP OF PIPE R f W —RIGHT OF WAY D.O.P. —BOTTOM OF PIPE q —CENTERLINE T. F. —TOP OF FOOTING ARCH. --ARCHITECTURAL T.W. ---TOP OF WALL T. C. —TOP OF CURB C.M.B. —CRUSHED MISC. BASE F. L. —FLOW LINE S.F. --SQUARE FEET F. S. —FINISH SURFACE (O.00) —EXISTING ELEVATION T.S. —TOP OF CONCRETE SLAB B.O.W. —BOTTOM OF WALL H. P. ---HIGH POINT T.G. --TOP OF GRATE F. F. —FINISH FLOOR N.G. —NATURAL GRADE R. D. —ROOF DRAIN TOP --TOP OF SLOPE R.C.P. —REINFORCED CONCRETE PIPE TOE --TOE OF SLOPE INV. —INVERT E.P. —EDGE OF PAVEMENT S = —SLOPE A.G. —ASPHALT CONCRETE F.G. —FINISH GRADE C.L.F. --CHAIN LINK FENCE S.D. --STORM DRAIN CONC. —CONCRETE T. R. --TOP OF RAIL PKWY DRAIN ---PARKWAY DRAIN ST. LT, ----STREET LIGHT H.C. —HANDICAP G.B. —GRADE BREAK EXIST. —EXISTING H --HEIGHT OF RETAINING TRANS PAD —TRANSFORMER PAD C. F. —CURB FACE BLDG —BUILDING B.W. ---BACK OF WALK M.H. ---MANHOLE L.S. --LANDSCAPING T.B. ---TOP OF BERM A. B. —AGGREGATE BASE R,D. —ROOF DRAIN P.V.C. —POLYVINYLCHLORIDE R/R,L. `---RIDGE LINE C.I.P. —CAST IRON PIPE G.B. ---GRADE BREAK F.H. ---FIRE HYDRANT P. P. ---POWER POLE I.E.U.A. --INLAND EMPIRE UTILITIES AGENCY C.B. --CATCH BASIN N.R.W. —NON -RECLAIMABLE WASTEWATER R- ---RATE. OF GRADE S.S.P.W.C. —STANDARD SPECIFICATIONS B.C.R. —BEGIN CURB RETURN FOR PUBLIC WORKS CONSTRUCTION E.G.R. —END CURB RETURN DCDA --'DOUBLE CHECK DETECTOR ASSEMBLY L,P, —LOW POINT S.W. ---STEM WALL r1, EXIST. FIRE HYDRANT w"`'o EXIST. WATER METER wv EXIST. WATER VALVE A'S V EXIST. GAS VALVE --- -- --=' GUY WIRE,/DEADMAN pp EXIST, POWER POLE -� EXIST, TRAFFIC SIGNAL �— EXIST. CROSSWALK SIGNAL EXIST. CONTOUR STREET LIGHTING BOX -- . _ .------ -------- ---— — — - i EXIST, STREET LIGHT sD«" EXIST. STORMDRAIN MANHOLE silyli-. EXIST. SEWER MANHOLE VLl EXIST. VAULT NEW SEWER MANHOLE EXIST. SIGN NEW SEWER MANHOLE t TREE NEW STORM DRAIN PIPE 3 CONSTRUCTION NOTES BUBBLE 1SB o EXIST. TRAFFIC SIGNAL BOX ` Vj0 EXIST. GAS METER M B 0 EXIST, MAIL BOX Tl t_� , EXIST. TELEPHONE MANHOLE X 1D54,69 EXIST, GRADE ELEVATION NEW A.C. OVERLAY COLD PLANE AND OVERLAY \: PROPOSED STREET LIGHT REV. REVISION DESCRIPTION DATE ENGR, CITY DATE EXIST, CURB AND GUTTER EXIST. SANITARY SEWER nhw �------ EXIST, NON—RECLAIMABLE WASTEWATER OR INDUSTRIAL_ SEWER LINE 24" SD — EXIST. STORM DRAIN - ---- G 3 EXIST, GAS LINE T EXIST. TELEPHONE CONDUIT trt,10------.....----....__ EXIST. WATER LINE EXIST. CONTOUR - — -- . _ .------ -------- ---— — — - i PROPERTY LINE — — —CATs EXIST. CABLE TV CONDUIT EXIST. EDGE OF A.C. PAVEMENT EXIST, CURB AND GUTTER EXIST. SANITARY SEWER nhw �------ EXIST, NON—RECLAIMABLE WASTEWATER OR INDUSTRIAL_ SEWER LINE 24" SD — EXIST. STORM DRAIN - ---- G 3 EXIST, GAS LINE T EXIST. TELEPHONE CONDUIT trt,10------.....----....__ EXIST. WATER LINE EXIST. CONTOUR NEW PIPE: LINE PROPERTY LINE NEW FIRE HYDRANT 13 NEW WATER METER NEW WATER VALVE NEW THRUST BLOCK NEW SEWER MANHOLE 0 NEW SEWER CLEAN OUT NEW SEWER MANHOLE NEW CATCH BASIN NEW STORM DRAIN PIPE 3 CONSTRUCTION NOTES BUBBLE PROPOSED CONTOUR BUM', R,C.E. N0, 43293 Exp. 3-31-10 \ i V 1 C A� GALT S. VICINITY CONSTRUCTION NOTES: IU.T - S. 1 CONSTRUCT 42" R.C.P. D-1400, BEDDING PER CITY OF FONTANA STD. PLAN 1006. 2 CONSTRUCT 16" R.C.P. D-2000, BEDDING PER CITY OF FONTANA STD. PLAN 1008. 3 CONSTRUCT 24" R.C.P. D--2000, BEDDING PER CITY OF FONTANA STD. PLAN 1006. 4 CONSTRUCT 36" R.C.P. D-1500, BEDDING PER CITY OF FONTANA STD. PLAN 1006. 6 CONSTRUCT 66" R.C.P. D--1400 BEDDING PER CITY OF FONTANA STD. PLAN 1006. 7 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300--2, W=PER PLAN. SEE DETAIL ON SHEET NO. 5, 6 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN NO. 320-1. SEE SHEET NO. 4, CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 322---1, SEE SHEET NO. 4. 10 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 331-2, SEE SHEET NO. 5, 11 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 332-1, CASE 1. SEE SHEET NO. 5. 12 CONSTRUCT CONCRETE COLLAR PER A.P.W.A, STD. PLAN NO. 360-3. SEE DETAIL ON SHEET NO. 6. 13 CONSTRUCT MONOLITHIC CONNECTION PER A.P.W.A. STD. PLAN NO. 306-1. SEE DETAIL ON SHEET NO. 5. 14 REMOVE EXISTING CATCH BASIN AND 24" PIPE. 15 CONNECT TO EXISTING 66" PIPE. 16 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, 17 REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1 INCH, PER CITY OF FONTANA STD. PLAN 1006. 16 CONSTRUCT 46" C.M.P. RISER PER DETAIL ON SHEET 3. 19 PIPE CLOSURE PER S.B.C.F,C.D, FILE NO. S.P. 176A, SEE SHEET NO, 6. 20 CONSTRUCT 30" TI--IICK 1/4 TON GROUTED RIP --RAP PER CALTRANS CONCRETED --ROCK SLOPE PROTECTION SPECIFICATIONS. SEE SHEET NO. 6. 21 CONSTRUCT HEAD WALL AND TRASH RACK PER CALTRANS STD. D66B AND APWA STD PLAN 361--1 TRAPEZOIDAL OUTLET BARRIER. SEE SHEET NO. 6. 22 CONSTRUCT GRAVITY WALL PER DETAIL HEREON. 23 CONSTRUCT 36"x12" CUT-OFF WALL PER DETAIL HEREON. 24 CONSTRUCT PIPE ANCHOR PER A.P.W.A. STD. DWG. NO. 221--1, SEE SHEET NO, 6. TOP OF STRUCTURAL PAVEMENT S0U0RA0L7_'\ 9 11 4 L.F, 56 L, F. 66 L.F. 314 L. F. 911 L.F. 7 EA. 1 EA, 2 EA. 4 EA. 2 EA, 4 EA. 2 EA. 2 EA. 5662 S.F. 5662 S.F. 1 EA. 2 EA, 560 S.F. 1 EA. 14 I_. F. 14 L.F. 4 EA.