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Home My WebLink About2897-1ISTIING1 8 1ATERLIN CURVE/LINE TABLE 22 O DELTA/BEARING RADIUS LENGTH TANGENT 1 N 89057'32" E - 19.46' - 2 IN 85'30'00" W A 87.12' - EXISTING AIR VALVE EXISTING 8' D.I.P. -: REMOVE EXISTING THRUST WATERLINE BLOCK AS REQUIRED 13'f N LON Q V)CONNECTION PIPING DETAIL 'B' STA. 22+70.74 AP CONSTRUCT 4.5' HORIZONTAL BEND C STA. 22+52f CONNECT TO EXISTING 8" WATERLINE PER DETAIL 'B' HEREON R L� NOM: ?-P-MOVE e-9. AiR V* SCALE: 1"=10' EXISTING 120 WATERLINE DETAL'A' SCALE: 1"=10' Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID ��„ FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 111 w e151�-M*I MWRA a > SORREL AVENUE WATERLINE SYSTEM IMPROVEMENT'S BY: DRAWN'1'MR WATERLINE IMPROVEMENTS SCALL AS sHoent o + "' M N C rT d' . G � -- r V) - -- '" I A, I 1A 23 24 NOTE: SAWCUT EXISTING DECORATIVE PAVEMENT AT SCORELINE. 19FADLEPATH DANE TBM: TOC 0 ' I BCR=1584.88 TV G SD 3 N . STA. 23+58f ��►u,r�T r� wnr► (8.w) ` ` - ►L 12" WATERLINE PER DETAIL 'A' HEREON 1 "Do L r. (o"s� 23+50.00 pe)0 0 ° oo 0()00 0000 82 , • ,2 STA. 8 �N I -R/WI C3� N v EXISTING 12" C.M.L/C. WAIATERUK BREL LANE I CONSTRUCTION NOTES: SCALE: 1"=40' O1 CONSTRUCT 8" (0.25" MINIMUM WALL THICKNESS) C.M.L/C.M.C. W.S. PIPE AND FITTINGS. O CONSTRUCT 8" FLANGED GATE VALVE PER STANDARD DRAWING W109. a3 CONSTRUCT HOT TAP CONNECTION WITH STAINLESS STEEL SADDLE AND STAINLESS STEEL NUTS AND BOLTS. O CONSTRUCT CONCRETE THRUST BLOCK PER STANDARD DRAWING W106. O CONSTRUCT 2" TOP OUTLET PER STANDARD DRAWING W123. O CONSTRUCT FLANGE AND BLIND FLANGE. O CONSTRUCT CONNECTION TO EXISTING 8" WATERLINE WITH FLEXIBLE CONNECTOR COUPLING. A19VAC- \A/ 11`7 CONSTRUCT PER STANDARD DRAWING 4. Q. "A5 &JIL:'" RecogJ VawrICAL- ALI(::rQMt-=ntT 4 01 M.pTf REV. REVISION DESCRIPTION DATE ENGR. CITY DATE NOTICE TO CONTRACTOR Construction contractor agrees that in CaCfornia Council accordance with generally accepted of CivdEngineen construction practices, construction g Land Swveym contractor will be required to 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 be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. All contractors and subcontractors performing work shown on or related to these plans shall conduct their operations so that employees are provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor and with the State of California Department of Industrial Relations "construction Safety Orders". The Civil Engineer shall not be responsible in any way for the contractors or subcontractors compliance with said regulations and orders. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS The existence and approximate location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge, there are no existing utilities or structures except as shown on these plans. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines whose locations are not shown. The contractor shall be responsible for notifying all utility and irrigation companies prior to work on excavation to determine exact location of all lines affecting this work, whether or not shown heron, and for any damage or protection of these lines. The contractor shall call in a location request to Underground Service Alert (U.S.A.) Phone 1-800-227-2600 two (2) working days prior to digging. No construction permit issued by Community Development shall be valid involving underground facilities unless the applicant has on inquiry identification number issued by U.S.A. ,%IW 1W STAGE I TRAFFIC CONTROL NOTES 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-6760. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 3. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM TWELVE FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 4. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 5. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC WITH 12' MINIMUM LANE WIDTHS AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN THE ROADWAY IS REDUCED TO A SINGLE LANE OR WHERE TRAFFIC MUST STOP FOR MOVEMENT OF EQUIPMENT. 6. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 7. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL BY THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC SAFETY EQUIPMENT MAY BE REQUIRED BY THE CITY TRAFFIC ENGINEER. 8. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS AND/OR BARRICADES. ALL DELINEATORS SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT, ALL CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. 9. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. 10. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELLED WAY. PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPLING IN ACCORDANCE WITH W.A.T.C.H. MANUAL REQUIREMENTS. 11. ALL EXISTING SIGNS, STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER APPLICABLE SHALL BE REMOVED. 12. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. 13. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A" PORTABLE, LENS DIRECTED, ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF THREE FEET, MEASURED FROM THE BOTTOM OF THE LENS TO THE UNDERLYING SURFACE. 14. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 15. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 16. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. 17. CONSTRUCTION SHALL BE IN ACCORDANCE HATH THE W.A.T.C.H. MANUAL. CONSTRUCTION SHALL BE STAGED AS REQUIRED TO MAINTAIN TRAFFIC FLOW. 18. CONFLICTING STRIPING/MARKINGS SHALL BE REMOVED BY METHOD AS DESCRIBED BY THE SPECIAL PROVISIONS, SECTION E. 'TRAFFIC CONTROL LEGEND TYPE III BARRICADE2 AT EACH C13 °O z END CONSTRUCTION !^--� LOCATION WITH TYPE N MARKER, ca C3A SIGN, AND FLASHER pm -IM -1 TYPE K BARRICADE C17 2 "1251 ROAD WORK SPEED LIMIT 25 ® CONSTRUCTION AREA or aoc Z _U SIGNS C18 <0 ROAD CONSTRUCTION AHEAD T EXISTING SIGNS C19 °" ROAD CLOSED AHEAD T SPECIAL SIGN LEFT LANE CLOSED AHEAD �-l-0 TRAFFIC SIGNAL C20(R) °"w *RIGHT LANE CLOSED AHEAD • DELINEATORS C21 SINGLE LANE AHEAD O FIXED TUBE DELINEATORS C30°' a m LANE CLOSED �- DIRECTION OF TRAFFIC FLOW C36 PREPARE TO STOP «< TYPE I FLASHING ARROW BOARD R1 °' STOP STOP SOLAR POWERED R7 " KEEP RIGHT SYMBOL ® HIGH LEVEL WARNING DEVICE R16 � NO RIGHT TURN FLAGGER �,. R17 ® NO LEFT TURN FLASHING BEACON R1$ R" I law as RIGHT LANE MUST TURN RIGHT C1<i > -- - DETOUR AHEAD R" R26 TEMPORARY NO PARKING ANY TIME C2 °' R AD ROAD CLOSED k NOW R41 TM RIGHT TURN ONLY C3"0�° LOCAL TRAFFIC ONLY �r m -Y R42 I ONLY LEFT TURN ONLY CSA w � ROAD CLOSED TO THRU TRAFFIC DETOUR C5(L) CMW1(L) DIRECTIONAL SIGN ® MOM W1(R) DIRECTIONAL SIGN C5(R) DETOUR XX W6( ) "°'" XX CONSTRUCTION SPEED LIMIT C5(ST) ® DETOUR W5$ DIRECTIONAL SIGN C7 0 0 END DETOUR C9A FLAGGER AHEAD W57(L) DIRECTIONAL SIGN W57(R) DIRECTIONAL SIGN am R/W R/W STACE 1 TKE ENGINEERING, INC. P. T 19792 EL RIVINO ROAD y� RIVERSIDE, CA 92509 (909) 680-0440 E 0.442 RIM FAX (909) 680-0490 PzLA, Jbt mbi Icio OP CA% -%F MICHAEL PATRICK THORNTON R.C.E. No. 44226 EXPIRES: 6-30-01 •u, STAAM ■ 2S EX. CURB FACE ty PROPOSED WATER 2S EX. CURB FACE crn I (rri TYPICAL CROSS SECTION (TTY (1F FnNTANA_ (:Ai.iF(1RNTA SORREL LANE SORREL AVENUE WATERLINE SYSTEM IMPROVEMENT'S BY: DRAWN'1'MR WATERLINE IMPROVEMENTS SCALL AS sHoent STA 2.2+52± TO STA 23+ TMR DEC. 2000 CHE(KED BY: MP,r APPRQVEIL BY: a7E £/%tL1L�4✓�--'� !Z-14.•0 0 Dec NO.: 287 1 1 q1Y WATER ENGINEER R.C.E.No. 22020