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Home My WebLink About5755-1•` •� • • , •. • - •• ♦ i • ri-r • • i • • i• , IN • i • e �r .- ,..• ♦ • r ! A Aft i ..• r r - r • • ♦ •- a -♦ • -• • -♦ •- - - i • • - •- r i , , • i • • • i i •-i r �i no i • • • • - •' •i IN : • • er , i • . / r le • ., e • • i - -e r - 1 i�, • • •� i. i' A Af ia A•' i•'r' • i i • i rWA i#r • '! r • • IN IN .r e. • e. ,.e i , A no Sam A IN A am • - i i • r e r1 •. i • ■ • -e • ' • P1 E rA Q 9 ral i i' • ♦ i • i r r • re r i i i' IN IN ' IN . • IN i ♦ � 1 � i • . , s i . . • • A IN • ♦ t r jr e • '•r �' 1 i r • r r ! • • • • IN ♦ • - ♦ r i' r i i ■ •. •A - A - is • i r A am /.i .IN ! IN IN • • • • r • • : •' i • • • • r.'r i MA a A 0 • - • • • - '♦ ! ■ .. r - r. i ..lr.•: r. i ej 0 M 9 rali •r • r i10 a• �• r i i i i • i ♦ r-• A= -• r • • - • �.i • !.i i •.i i., 41ERNI A 19 A r:i4gu PARC El MAP NC lck86 F?EOWOOO AVE SHEET 2 ! FE Olki OR RA � F.A I � I I 101111 =1--71-72 10 1 WJ =4 III 10 11 a LW-.4 V I 0-RI 0 W-IM 1111111111114 --'-% THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THiS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EXISTING UNDERGROUND STRUCTURES: ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SiTE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. NOTICE TO CONTRACTOR: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. N'LY S'LY R/W CL R/W 66' 1 32' 34' ±26' TO ±40' t f19' TO t14' f13' TO ±20' f13' TO ±20' 6' t t 5.0' t 0.5' EXISTING FINISH GRADEV 2 7. t EXIST. EDGE GRIND & x t t OF PAVEMENT EXIST. AC OVERLAY t PAVEMENT PROP AC w a a EXIST. EDGE PAVEMENT o a OF PAVEMENT ® A N REDWOOD AVENUE STA. 5+ 13.37 TO STA. 18+21.05 TYPICAL SECTION N.T.S. TI=9 N'LY CL R/W 76' 12' 34' t 6' 5.5' 34' TO t 13' 12' TO 16' 10' 0.5' 29 EXISTING JFINISH GRADE :1 SLOPE __ 2.0% 4 4%)-(1.3%) MAX. --_.• (_; ( _ t EXIST. EDGE t t GRIND & OF PAVEMENT t a ® W PROP AC OVERLAY oe oo PAVEMENT � � EXIST. EDGE o OF PAVEMENT m0: o;::0- U SANTA ANA AVENUE STA. 25+ 14.95 TO STA. 32+32.68 TYPICAL SECTiON N_T_�_ TI=4 Sly R/W i R/W CURB M SHEET 3 0 #i 200 400 600 6" CF 6" CF- I Ulf - RIDGE ® W W_ O � M 6" CF > > 6" CF- 0" CF 0" CF - F L 0" CF 00 FLOW if LINE Uj 1 O" CF 8" CF � �J W=40.00' MAXIMUM W=14' MINIMUM CF R/W PARKWAY 4.00' MIN ADA PATH —EASEMENT 1" CF—\.1 < SLOPE 1 4- PER FT. MAX- -LEVEL LINE- - PE VARIES N.T.S. N.T.S. CITY OF FONTANA STD. PLAN NO. 1001 ff .,. Mkimm i LEGEND - SHEET i TITLE SHEET, NOTES ! DETAILS REDWOOD AVENUE PLAN AND PROFILE REDWOOD AVENUE PLAN AND PROFILE REDWOOD AVENUE PLAN- AND -PROFILE SANTA-ANA AVENUE PLAN i PROFILE 0SANTA ANA AVENUE PLAN AND..a 0CROSS SECTIONS LEGEND REMOVE EXIS11NG A.C. PAVEMENT. REPLACE WITH FULL DEPTH A.C. COLD MILL AND CONSTRUCT VARIABLE THICKNESS SEE DETAIL SHEET' 1 I CONSTRUCT SIDEWALK i i ir 1006 CONSTRUCT • PAVEMENT PAVEMENT SECTIONPLAN. SOILSVERIFY WITH ' i' f P- -PROPERTY LINE R/W -RIGHT OF WAY CENTERLINE ARCH. ARCHITECTURAL T.C. -TOP OF CURB F.L. -FLOW LINE F.S. -FINISH SURFACE T.S. -TOP OF CONCRETE SLAB H.P. -HIGH POINT F.F. -FINISH FLOOR R.D. -ROOF DRAIN R.C.P. -REINFORCED CONCRETE PIPE I NV. -INVERT S = -SLOPE F.G. -FINISH GRADE S.D. -STORM DRAIN T.R. -TOP OF RAiL ST.LT. -STREET LIGHT G.B. -GRADE BREAK H.P. -HIGH POINT H -HEIGHT OF RETAINING C.F. -CURB FACE B.W. -BACK OF WALK L.S. -LANDSCAPING A.B. -AGGREGATE BASE P.V.C. -POLYVINYLCHLORIDE C.I.P. -CAST IRON PIPE F.H. -FIRE HYDRANT P.P. -POWER POLE O O 1_ BASIN B.C.R. .B RETURN OF .: RETURN L.P. • POINT♦ LL T.O.P. •' OF ■ B.O.P. -BOTTOM OF PIPE -RADIUS •- OF •o • -,. OF ♦ L -CRUSHED MISC. BASE ♦ - -SQUARE • ••) —EXISTING ELEVATION B.O.W.:• • OF •- OF -• -NATURAL - ♦ r O •• OF •• •E -TOE OF •■ OF PAVEMENT -ASPHALT CONCRETE -CHAINA.C. CONC.i _ DRAINPKWY DRAIN -HANDICAP EXIST. -EXISTING TRANS PAD -TRANSFORMER PAD BLDG -BUILDING -MANHOLE •- OF SAN BERNARDINO FRWY W M W w w W w w Q W Q W W Z Q W w Q SANTA ANA AVENUE o O _ O Y W m g U o � C O W J O g w w `S 0 JURUPA AVENUE c—JrY Jr F J NJrA j\J-N i/ICINI Y MAP N.T.S. STREET C>ONSTRUC110N NOTES: Omlay: D-- SAW`�CME�ND REMOVE EXISTING A.C. PAVEMENT. REPLACE WITH FULL DEPTH A.C. 5,603 SF :2�— REMOVE EXISTING 8" CURB AND GUTTER 737 LF D3-- REMOVE EXISTING DRIVEWAY 2,293 SF :4�— REMOVE EXISTING SIDEWALK 7,600 SF :5�— REMOVE/RELOCATE EXISTING TREE (VERIFY AND COORDINATE WITH LANDSCAPE ARCHITECT) 20 EA �6>— CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN N0. 1000 1,150 LF :7�— CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN N0. 1006 6,203 SF :8)—CONSTRUCT MODIFIED DRIVEWAY PER DETAIL ON SHEET t AND CITY OF FONTANA 2,745 SF STD. PLAN N0. 1001 :4—EXISTING ITY POLE PER SEPARATE PLAN AND PERMIT. (UNDERGROUND NLINESLBELOW N/A POWER 66KV) 1� PROPOSED FIRE HYDRANT TO BE INSTALLED BY FONTANA WATER COMPANY Dil WA�ER COM �� CHECK DEFECTOR ASSEMBLY TO 8E INSTALLED BY FONTANA N/A 12 PROPOSED WATER METER TO BE INSTALLED BY FONTANA WATER COMPANY N/A DCONSTRUCT 6.5' MIN: A.C. 12' OF 95% COMPACTION NATIVE. (VERIFY WITH SOILS REPORT) TO BE 12,046 SF FIELD VERIFIED 6Y SOILS ENGINEER (SEE NOTES 31 & 32) CONSTRUCT 5.5' MIN. A.C. 12" OF 95% COMPACTION NATIVE (VERIFY WITH SOILS REPORT) TO BE 14,995 SF FIELD VERIFIED BY SOILS ENGINEER (SEE NOTES 31 do 32) � 5 RIND AND OVERLAY EXISTING AC PAVEMENT. MINIMUM DEPTH 2" �5 MIN. WIDTH OR AS DIRECTED BY INSPECTOR) SEE DETAIL ON SHEET 1 31,971 SF �� CONSTRUCT S' ASPHALT CONCRETE DIKE PER CITY OF FONTANA STD. PLAN N0. 1007 723 LF I� REMOVE EXISTING MAILBOX 2 EA 1�8 -- RELOCATE EXISTING UTILITY (SEE PLAN) N/A �� PROPOSED ERMIT OF FONTANA STD. 404, (REDWOOD AVE) PLAN MID PER 2 EA Do--- RELOCATE EXISTING FIRE HYDRANT BY FONTANA WATER 1 EA z�PERPSEPADRAST�E PER CITY OF FONTANA STD. 404, (SANTA ANA AVE) 1 � P�LANLIAND �� PLOANN�NOC 1006 WADE CURB ADJACENT SIDEWALK PER CITY OF FONTANA STD. 1,427 SF >3 CONSTRUCT LOCAL DEPRESSION PER CITY Of FONTANA STD. 3003, CASE C. 1 EA (CATCH BASIN PER SEPARATE PUBt1C STORM DRAIN PLAN DRAWING N0. 5457) �� STRAIGHT GRADE PER DETAIL ON SHEET 1 7 EA STRAIGHT GRADE PER DETAIL ON SHEET 1 � EA !6 --REMOVE EXISTING HEADWALL (BURIED) AND ABANDON PIPE IN PLACE. 1 EA RADIUS L VARIES STRAIGHT GRADE S'LY R/W LINE EDGE OF EXIST. EDGE R/W GRIND OF PAVEME CURB COIN EX. FULL DEPTH PAVING AC PAVING VARIES 2.0% 8° CF UP GRIND & i OVERLAY PROP AC PAVEMENT PROP 8" CURB&GUTfER STRAIGHT GRADE DETAIL 24 N.T.S w z w 0 5' MIN. 1,5' REMOVE EX. � 2" GRIND AND AC PVMT SEE PLAN SHEETS FOR AC OVERLAY LIMITS EXIST. AC SAWCUT NEW PAVEMENT PVMT U'RIND AND OVERLAY_ 15 MUM STRAIGHT GRADE EDGE OF GRIND OIN EX FULL DEPTH = v • • PLAN P R . LAN riw%nir.�,� �'iYw GRIND & OVERLAY ,.,. AC A.B.EXIST. EDGE PAVEMENT NEWI OF PAVEMENT NEW PAVEMEN PER PLAN STRAIGHT GRADE DETAIL THE CONTRACTOR ♦ s FOLLOWING OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. . •, • • CITY OF FONTANA:• i' t i WARNERTIME CABLE:•1• 975-3398 SOUTHERN r COMPANY: / FONTANA ! •. •i• SOUTHERN i Pi 909 INLAND EMPIRE •fir •• •11 Last Update:11/14/18 0:\3400-3499\3437\STREET\3437ST01.dwg BASIS OF - BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE ii r r i r r . CNSE■ B, ♦ r • i ONO OPERATING REFERENCE i i F ■! • r i i iREQUIRED s s C17Y OF FONTAM i i `` j V- ♦ r. ♦ 1. ♦ ♦ l J 1 /YOU ■ �� s i, r U DIG DIG • 1 DESCRIPTION 1 IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL . .. _ - �. , • # i IN EFFECT. • i • CML ENGINEERING j SURVEKNG 14349 RRES70UE BOULEVARD e PH. (714)521-4811 t i z � _ CITY OF FONTANA, CALIFORNIA s AWN BY- AS NOTED r r. 'flll�.. i, ---- �s .. r• DRAWING A EINHARDSTANDARDS