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HomeMy WebLinkAbout16 Attachement 1 Board Bridge Figure - April 2023 0 co CD LO c rn FOR CONTINUATION OF WATERLINE FOR CONTINUATION OF BRIDGE DESIGN rlrl_40 CD ko SEE SOUTH RIVER STREET WATERLINE PLANS SEE TRUCKEE RIVER LEGACY TRAIL PHASE 4 BRIDGE `� FOR CONTINUATI�V OF BRIDGE DESIGN FOR CONTINUATION OF WATERLINE ma SHEET C6.1, STA 0+50 SHEETS S0.1-S1.5 SEE TRUCKEE RIVER LEGACY TRAIL PHASE 4 BRIDGE SEE SOUTH RIVER STREET WATERLINE PLANS LUMOS SHEETS S0.1-S1.5 SHEET C6.1, STA 3+25 �x r v L.;IATES 308 N. CURRY ST., STE. 200 NOTES: CARSON CITY, NV 89703 TEL: 775.883.7077 1. SUBMITTALS FOR ALL WATER PIPE AND APPURTENANCES SHALL BE WWW.LUMOSINC.COM SUBMITTED TO AND APPROVED BY TOWN OF TRUCKEE PRIOR TO INFO@LUMOSINC.COM CONSTRUCTION. 2. PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR STA:0+53.35 ©LUMOS&ASSOCIATES,INC.:THIS DRAWING IS SHALL PERFORM A TRACER WIRE CONTINUITY TEST AFTER INSTALL 8" FLG X FLG DI THE PROPERTY OF LUMOS&ASSOCIATES,INC.. BACKFILLING THE WATER PIPE TRENCH TO THE SATISFACTION OF 450 HORIZONTAL ELBOW USE OR REPRODUCTION OF THIS DRAWING,IN WHOLE OR IN PART,WITHOUT THE WRITTEN THE INSPECTOR. W/ FLG X RMJ ADAPTER PERMISSION OF LUMOS&ASSOCIATES,INC.IS 3. CONTRACTOR TO MAINTAIN LOCAL ACCESS TO ALL RESIDENCES. ! WARNING ! STRICTLY PROHIBITED. THIS DRAWING IS NOT TO 4. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO VERIFY AC PATCH 175 S.F. PEDESTRIAN BRIDGE TRUCKEE RIVER INTERCEPTOR TRI BE USED FOR ANY P OTHER THANTHE LOCATION, DEPTHS, AND DIAMETERS PRIOR TO INSTALLATION OF (TRI) PROJECT FOR WHICHH IT T W WA AS PREPARED. SEE NOTE 8 SEE STRUCTURAL DESIGN SHEETS EXISTING 36" DIAMETER PROPOSED WATER LINE. ALL DISCREPANCIES SHALL BE REPORTED SS IE 5804.7± TO ENGINEER. 5. CONTRACTOR SHALL MAINTAIN SAFE WORKING DISTANCE FROM EXISTING GAS, ELECTRIC AND OVERHEAD UTILITIES. CONTRACTOR BRIDGE ABUTMENT & PILES (TYP.) BRIDGE ABUTMENT& PILES (TYP.) SHALL NOTIFY LOCAL UTILITY WHEN WORKING IN PROXIMITY. SEE BRIDGE SHEETS S01 - S35 SEE BRIDGE SHEETS S01 - S35 6. ALL SURVEY MONUMENTS DISTURBED DURING THE COURSE OF CONSTRUCTION ARE TO BE REPLACED BY A LICENSED CALIFORNIA PLS. 7. WATER MAIN OR WATER SERVICE PERPENDICULAR TO SEWER SHALL BE CONSTRUCTED PER W-44.2/C7.1. 8. AC PAVEMENT REPAIR LIMITS SHOWN ARE APPROXIMATE AND ` CONTRACTOR SHALL PROVIDE THEIR OWN TAKE-OFF FOR BIDDING. / 9. CONTRACTOR IS RESPONSIBLE FOR PURCHASING AND INSTALLING ALL MATERIALS NECESSARY TO PRESSURE TEST, DISINFECT, AND E FLUSH PROPOSED WL PER PROJECT SPECIFICATIONS. CONTRACTOR 1+00 2+00 3+00 Q SHALL COORDINATE TESTING W/TDPUD INSPECTOR. — — — — z 10. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES IN PLACE IF NOT DESIGNATED FOR REMOVAL OR REPLACEMENT. IF ADDITIONAL O UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, THE I ( J Q CONTRACTOR SHALL NOTIFY THE TDPUD ENGINEER AND INSPECTOR r Q N U IMMEDIATELY. 11. PRIOR TO LOCATING THE TRUCKEE RIVER INTERCEPTOR (TRI) IN THE INSTALL 209 L.F. OF 8" RESTRAINED DI PIPE \ = z + FIELD, PROVIDE FIVE (5)WORKING DAYS NOTICE TO THE (BETWEEN 45° ELBOW& FLEXI-JOINT) START OF SOUTH ABUTMENT co TAHOE-TRUCKEE SANITATION AGENCY (TTSA). START OF NORTH ABUTMENT STA:0+85.73 (WATERLINE ALIGNMENT) STA:2+84,,80 (WATERLINE ALIGNMENT) _ O I r^ 12. CONTRACTOR SHALL NOT STORE EQUIPMENT OR MATERIALS ON - W V, GROUND ABOVE, OR WITHIN 20' EITHER SIDE OF THE TRI. _ ! I J 13. THE TRI SHALL BE PROTECTED IN PLACE IN ACCORDANCE WITH THE ° ° ° \ I W 0 SUBMITTAL FROM THE CONTRACTOR COVERING THE PROTECTION OF \ \ QNLo THE TRI. THE SUBMITTAL SHALL COVER LOADS PLACED OVER AND 1%STALL TA:0+83.21 3 STA:2+87.19 0. W + ADJACENT TO THE TRI DURING AND AFTER CONSTRUCTION. INSTALL 8 FLEXI-JOINT 8" FLEXI-JOINT C2 2 C2.2 / INSULATING FLANGE KIT / / Lu W/ INSULATING FLANGE KIT Y INSTALL 22 L.F. OF 8" RESTRAINED DI PIPE V r� W , (BETWEEN 45° ELBOW & FLEXI-JOINT) INSTALL 15 L.F. OF 8" RESTRAINED DI PIPE o 20 ao 0 v z Q v, (BETWEEN 45° ELBOW& FLEXI-JOINT) 22x34 SHEETS = HORIZONTAL:1"=20' L. J 11x17 SHEETS = HORIZONTAL:1"=40' 0 v z J W LU WATERLINE - STA 0+00 TO STA 5+00 0 - [)� Q LL 5850 5850 W > O FOR CONTINUATION OF WATERLINE FOR CONTINUATION OF BRIDGE DESIGN FOR CONTINUATION OF BRIDGE DESIGN FOR CONTINUATION OF WATERLINE > > 0 SEE SOUTH RIVER STREET WATERLINE PLANS 5845 SEE TRUCKEE RIVER LEGACY TRAIL PHASE 4 BRIDGE SEE TRUCKEE RIVER LEGACY TRAIL PHASE 4 BRIDGE 5845 SEE SOUTH RIVER STREET WATERLINE PLANS SHEET C6.1, STA 0+50 SHEETS S0.1-S1.5 SHEETS S0.1-S1.5 SHEET C6.1, STA 3+25 0- 5840 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5840 W w 0 z Y INSTALL 8 FLG X FLG DI W 5835 450.HORIZONTAL ELBOW . 5835 W/ FLG X RMJ ADAPTER U ^J LL O 5830 5830 z PEDESTRIAN BRIDGE INSTALL 8" RESTRAINED DI CL350 PIPE o z BY OTHERS w 5825 75 5825 J eo 5820 EG 000� z m on�uop�po o� 5820 0�0000p000 0 on�on�aoaoaon. FG — d0000000000�E-Ic: oar o - 000 oaoaoaoaoaoaoQa 00 42 +/- Q o000000Q0000aoaoaoaoa���aoaoa FG 0 5815 5815 W 0 z 5810 I 5810 L) 0 LL I z N O 5805 _ 5805 O H o INSTALL 8" RESTRAINED DI CL350 PIPE Z V\ IN 16" OD CARBON STEEL CASING / I I ! WARNING ! 0 LU 0 L) 8" DI CL350 RESTRAINED PIPE 5800 o � 5800 TRUCKEE RIVER INTERCEPTOR w � (� Q o \ 36" f1� SS IE 5804.7± o SEE NOTES 4 & 11 z 0 � 5795 i 5795 Q LL TRUCKEE RIVE 0 5790 5790 INSTALL FLEX-TEND FLEXI-JOINT O.A.E 3 U Z 3 NORTH BRIDGE ABUTMENT W/ FLANGE INSULATION KIT C2.2 0 C2 2 INSTALL FLEX-TEND FLEXI-JOINT O.A.E SEE BRIDGE SHEET S1.4 SEE DETAIL o 5785 5785 WATERLINE CASING TERMINATION 1 w ` AND CONNECTION THROUGH C2.1 2 WATERLINE CASING TERMINATION u 5780 ABUTMENT C2.1 AND CONNECTION THROUGH 5780 SOUTH BRIDGE ABUTMENT BAR IS 1 INCH ON ABUTMENT SEE BRIDGE SHEET S1.4 ORIGINAL DRAWING 0 1 5775 5775 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY 5770 5770 0ci . 0 ' E 0 't rn c) 00 ~ c) `V °' DRAWN BY: CE o O co � ao 1 N � r — ch � 0 0 0o m r` co N Lo C6 co m r r m o DESIGNED BY: JL co 00 co 00 00 rl- 00 00 00 00 CHECKED BY: JL ct 0 22x34 SHEETS = VERTICAL:1"=10' JOB NO.: 10470.000 0+50 1+00 2+00 3+00 3+25 11x17 SHEETS =VE RTI CAL:1"=20' L:\LAProj\10470.000 - S. River Street Waterline Connection\DWG\Sheets\10470000-WATERLINE REDESIGN.dwg, 3/10/2023 3:04:00 PM, DWG To PDF.pc3