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Home My WebLink About5824-111NOT m"M,ral, '111... IMPROVEMEN-T 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUC11ON WITHOUT PRIOR WRITTEN APPROVAL. 21. NO TRENCH s ENGINEERACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. SHALL CERTIFYBACKAH COMPACTION.FAILURE !' OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UN11L THE SPECIFIED DENSITY IS OBTAINED. IMPROVEMENTS.23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET UPON INSPEC11ONOF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARYt •!Di •ING OR LEAVING IMPROVEMENTS. 24. ,, EXPOSED ! ' i CONFORM •,! COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL ALLOWED ! OF i,,WITHOUT PRIOR APPROVAL THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION,, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION ! 1 LOCATION OF i 1 APPROVAL OF !'. ! TO EXISTING FACILITIES DOES NOT 1' OF x ! OR LOCATIONS SHOWNON 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. STOR DRAIN I PROVE ENT PLA NS TRACT 2u:z30 29. ALL UNDERGROUND U11LIlIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOIR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLE11ON OF PAVING. 32. UPON COMPLE11ON 01` CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, ! OTHER TRAFFIC CONTROLTO THE SATISFACTIONOF TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, No ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELAI-ED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND' SUBCONTRACTORS SHAH COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF DEPARTMENT OF i, AND WITH THE STATE OF !• DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS' COMPLIANCE ! AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' CONSTRUCTIONS SAFETY ORDERS. CONTRACTOR F- -EES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR !B SITE COND11IONS DURING THE COURSE OF OF 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 OWNER AND THE ENGINEER HARMLESS FROM ANY KIND AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC11ON WITH THE PERFORMANCE OF WORK ON THIS OJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR , CAU11ON: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. PROPOSED ! I ', 11 w Z INDEX MAP ! f' CONSTRUCTION NOTES QTY. 10 CONSTRUCT CURB OPENING CATCH BASIN PER SEPARATE PLANS. 2 EA G INSTALL 18" CMP PER PLAN AND PROFILE ON THIS DRAWING. 1 EA. 12 CONSTRUCT DRAINAGE STRUCTURE PER SEPARATE PLANS. 27 L.F. 13 CONSTRUCT CONCRETE HEADWALL PER STD. 3020 2 EA. 8 INSTALL 18" RCP (D-LOAD 2000). 251 L.F. 15 INSTALL 18" CMP STANDPIPE WITH REBAR GRILL. SEE SHEET 3 FOR DETAILS. 4 LF 16 INSTALL CALTRANS RSP CLASS BACKING#1 RIPRAP OR APPROVED EQUAL 125 SF. CONTACTS, ELEQTRIC SEWER SOUTHERNUTILITY i'NIA EDISON CITY OF ! 501 SOUTH O AVENUE SIERRA AVENUE ■: , ! c . a 92335 is • • • 313 FONTANA WATER COMPANY GAS 11142 GARVEY AVENUE a. THE t COMPANY EL '. 1 91733 1918 WEST LUGONIA AVENUEr r i • i REDLANDS,+2374 ATTN: LUIS MONTENEGRO 09 ATTN: DENNIS WARE, PLANNER - TELEPH• TIME WARNER TELECOM AT&T 3281 EAST .ROAD ! ' ■ •, 909-456-3652 gm iz: LIM] ! ., • • Nlfwaxhnt FONTANA, 92335 SHEET INDE T STORMSHEET 1: TITLE SHEET SHEET 2: DRAIN SHEET 3: DETAIL 66 ANASTASIA AVENUE L PROJECT SITE ERRILL STREET RANDALL AVEUWE �.t SAN BERNARDINO AVENUE Q U VALLEY BOULEVARD INTERSTATE 10 10 NTS THOMAS BROS. MAPS 2006 EDITION COORDINATES PAGE 605 B3 PARCEL MAP BOUNDARY LINE - - - --OH-- - - -- DENOTES EXISTING OVERHEAD POWERLINE -� DENOTES CENTERLINE _ -- _ _ _ _ ._ 1200 _ - _ __ _ _ _ _ EXISTING CONTOUR �- DENOTES EXISTING RIGHT OF WAY - -- -- DENOTES RESTRICTED ACCESS DENOTES EXISTING LOT LINE 5 SEWER MANHOLE ®® rr rr DENOTES FLOWLINE v FiRE HYDRANT 2" V J -- -- - DENOTES EXISTING WATER 9lwv EXISTING WATER VALVE n r �. _� DENOTES EXISTING SEWER Ewm EXISTING WATER METER DENOTES EXISTING GAS Ei Gm EXISTING GAS METER DENOTES EXISTING CHAIN LINK FENCE oGv GAS VALVE =, -- ---- DENOTES PROPOSED SITE WALL SD DENOTES PROPOSED STORM DRAIN LINE S DENOTES PROPOSED SEWER LINE t�— DENOTES PROPOSED WATER LINE EXISTING POWER POLE --- -5----- DENOTES EXISTING SEWER LINE HB EXISTING HOSEBIB -- �t,iTTP� - f DENOTES EXISTING WATER LiNE MB EXISTING MAILBOX DG DECOMPOSED GRANITE - SIGN EG EXISTING GRADE FOUND MONUMENT FG FINISH GRADE t EXISTING PALM FL FLOWLINE EXISTING TREE FF FINISH FLOOR 0 EXISTING IR. STAND PIPE HP HiGHPOIT oWV PROPOSED WATER VALVE TC TOP OF CURB 13WM PROPOSED WATER METER