TENSION ARM ASSEMBLIES PERSPECTIVE VIEW P:\05 - RNR Jobs\180 Primary Levee Floodgate Rehabilitation, Prime, City of Sacramento\3.02 Engineering & Plan Grid\70.50-INVENT\02-CONST\180-06-Del Paso Blvd Gate Arms-S4.dwg BY SHT OF DESCRIPTION NO. DRAWING PROJECT NO. SCALE: BRIDGE NO. CONTRACT NO. RNR PROJECT NO. 1 2 DATE PLANS FOR DRAWN BY: DESIGNED BY: DATE: CHECKED BY: EJ NTS 3/16/2023 180 CALIFORNIA SACRAMENTO DEL PASO BLVD GATE TENSION ARMS PRIMARY LEVEE FLOODGATE REHAB PROJECT 8589 Thys Court, Sacramento, CA 95828 MAIN FAX LIC. # 845205 (916) 379-0957 (916) 379-0960 S4-0.1 PIN SLEEVE SHOP DRAWINGS INDEX Sheet Dwg Sheet 1 S4-0.1 Perspective View 2 S4-1.1 Steel Sleeve Shop Drawing PLANS FOR PRIMARY LEVEE FLOODGATE REHAB PROJECT DEL PASO BLVD GATE TENSION ARMS PIN SLEEVE SHOP DRAWINGS 3/16/2023 GENERAL NOTES: 1. For more details, see IMPROVEMENT PLANS FOR PRIMARY LEVEE FLOODGATE REHAB. PROJECT approved 05/05/2020. 2. Sleeve shall be STD Size 3 pipe, A500 Gr B steel. 3. Welding shall be AWS D1.1. 4. Welds to be ground smooth to create uniform surfaces on each sides of tension arms. 5. After fabrication and welding, steel shall be painted for protection. Follow contract specifications under page 18 of SPECIAL PROVISIONS FOR PRIMARY LEVEE FLOODGATE REHAB PROJECT certified May 1, 2020. See chapter 2.0 ITEMS OF PROPOSAL, ITEM NO. 4 -DEL PASO BLVD GATE PAINTING (starting on sheet 96 of 216 in Contract Specs PDF). Existing C-channels @ south gate Existing C-channels @ north gate Arm 3 @ north gate Arm 1 @ south gate New Pins Arm 1 smaller 8 3 4 " diameter head. Existing Ø 3 1 2 " hole to remain the same. Arm 2 smaller 8 3 4 " diameter head. Existing Ø 3 1 2 " hole to remain the same. Existing pin Existing pin Arm 2 @ north gate Arm 1 larger 12" diameter head. Existing Ø 3 1 2 " hole to be sleeved to reduce hole to Ø 3 1 16 ". Arm 3 larger 12" diameter head. Existing Ø 3 1 2 " hole to be sleeved to reduce hole to Ø 3 1 16 ". ARM 1 & ARM 3 PLAN VIEW SECTION A-A Sleeve1 ELEVATION Sleeve1 PLAN VIEW Sleeve1 ISOMETRIC VIEW A A P:\05 - RNR Jobs\180 Primary Levee Floodgate Rehabilitation, Prime, City of Sacramento\3.02 Engineering & Plan Grid\70.50-INVENT\02-CONST\180-06-Del Paso Blvd Gate Arms-S4.dwg SHT OF SHOP QC CHECK DRAWING PROJECT NO. SCALE: BRIDGE NO. CONTRACT NO. RNR PROJECT NO. 2 2 PLANS FOR DRAWN BY: DESIGNED BY: DATE: CHECKED BY: EJ NTS 3/16/2023 180 CALIFORNIA SACRAMENTO DEL PASO BLVD GATE TENSION ARMS PRIMARY LEVEE FLOODGATE REHAB PROJECT 8589 Thys Court, Sacramento, CA 95828 MAIN FAX LIC. # 845205 (916) 379-0957 (916) 379-0960 TASK NAME DATE Cut Drill/Punch Fit Fit QC Weld Weld QC Final QC S4-1.1 Existing Pin Hole Sleeve Ø 12" A1 & A3 NEW PARTS LIST PART # DESCRIPTION ITEM QTY Sleeve1 SCH 40 Size 3 Pipe A500 Gr B Steel 6 .216(.25) .216(.25) typ. Grind smooth 3.500 n - .005 .053 + Existing hole 1.125 1.125 45 ° chamfer, typ. NOTES: 1. Sleeves shall be welded into the hole at the larger 12" diameter head of Arm 1 and Arm 3 to reduce the existing Ø 3 1 2 " hole to Ø 3 1 16 ". 2. The existing hole at the other end of Arm 1 (the 8 3 4 " diameter head) shall NOT receive a sleeve, so the hole will remain Ø 3 1 2 ". 3. The existing hole at Arm 2 shall NOT receive a sleeve, so the hole will remain Ø 3 1 2 ". Sleeve1 Sleeve1 A1 & A3 Sleeve1 3.068 ` .069 (N) sleeve ID .216(.25) .216(.25) typ. Grind smooth 3.500 - .005 .053 + (E) hole Ø (N) sleeve OD 3.500 ± .026 3.068 n ` .069 3.500 n ` .026 TOLERANCE FIT: 1. Each sleeves shall be individually selected to fit certain hole for a pressed fit. PROJECT SITE I-80 people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SB001 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © ONE LAKE - PLANNING AREA 4 CANON BRIDGE COVER CITY OF FAIRFIELD SOLANO COUNTY 12/15/2021 AS NOTED ---- Jensen P. J. ---- ---- ---- ---- 153 1 31 P:\05 - RNR Jobs\153 Cannon Bridge One Lake Design-Build, Fairfield, MckInley Partners\3.02 Engineering & Plan Grid\70.3a-CAD-Design\153-Canon Bridge 1 - COVER 2/21/2023 12:42 PM Advancing Infrastructure CANON STATION CANON BRIDGE - STRUCTURE PLANS PLANNING AREA 4 - PHASE 2 BACKBONE ROADS CITY OF FAIRFIELD SOLANO COUNTY CALIFORNIA OWNER DESIGN BUILDER people. principles. progress. CONSTRUCTION INCORPORATED STRUCTURAL ENGINEER CORNERSTONE engineering group structural CIVIL ENGINEER GEOTECHNICAL ENGINEER CORNERSTONE engineering group structural CORNERSTONE STRUCTURAL ENGINEERING GROUP ACCEPTED FOR CONSTRUCTION: BENCHMARK GEOTECHNICAL ENGINEER'S CERTIFICATE ACCEPTED FOR CONSTRUCTION: DATE: Know what's below 811 before you dig 1. A SEVEN (7) DAY ADVANCE NOTIFICATION IS REQUIRED PRIOR TO STARTING WORK WITHIN DEPARTMENT OF WATER RESOURCES RIGHT-OF-WAY. CONTACT THE DEPARTMENT OF WATER RESOURCES, DIVISION OF ENGINEERING, ENCROACHMENT PERMIT SECTION, SACRAMENTO, CALIFORNIA, AT (800) 600-4397. DWR DELTA FIELD DIVISION SHALL BE SIMULTANEOUSLY NOTIFIED AT (209) 833-2180. 2. EXCEPT AS OTHERWISE PROVIDED HEREIN, MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT IN PLACE ALL SWP FACILITIES AND APPURTENANCES, INCLUDING BUT NOT LIMITED TO COMMUNICATION AND CONTROL CABLES AND CATHODIC PROTECTION TEST STATIONS. THE PERMITTEE AND CONTRACTOR WILL BE LIABLE FOR ALL DAMAGES TO SWP FACILITIES AND APPURTENANCES AS A RESULT OF THE CONSTRUCTION, AND FOR ANY OTHER DAMAGES OR LOSSES SUFFERED BY DWR OR ITS WATER CONTRACTORS, INCLUDING POWER, IRRIGATION, MUNICIPAL AND INDUSTRIAL WATER SUPPLY, AND COMMUNICATION LOSSES. 3. COMMUNICATION AND CONTROL CABLES CONNECTED WITH THE OPERATION OF THE STATE WATER PROJECT ARE BURIED ALONG EITHER OR BOTH SIDES OF THE AQUEDUCT/PIPELINE WITHIN THE DEPARTMENT OF WATER RESOURCES RIGHT-OF-WAY, AS APPROXIMATELY DEPICTED ON THIS DRAWING. PRIOR TO ANY EXCAVATION IN THIS AREA, THE CABLE(S) SHALL BE LOCATED AND EXPOSED BY POTHOLING IN THE PRESENCE OF A DEPARTMENT OF WATER RESOURCES FIELD DIVISION REPRESENTATIVE. CALL (209) 833-2082 AT LEAST SEVEN (7) DAYS IN ADVANCE FOR AN APPOINTMENT. ALL EXCAVATIONS WITHIN THREE (3) FEET OF THE CABLE(S) SHALL BE DONE USING HAND-HELD TOOLS ONLY. 4. STORAGE AND PLACEMENT OF CONSTRUCTION EQUIPMENT AND MATERIALS ARE NOT ALLOWED WITHIN DWR RIGHT-OF-WAY AND UNUSED MATERIALS SHALL BE DISPOSED OF OFFSITE, AWAY FROM DWR RIGHT-OF-WAY. 5. PRIOR TO CONSTRUCTION, THE CONDITION OF DWR ROADS, FENCES AND ADJACENT LAND AREAS SHALL BE JOINTLY INSPECTED AND NOTED BY THE APPLICANT AND DWR PERSONNEL. UPON COMPLETION OF CONSTRUCTION, THE CONDITION OF THESE FEATURES SHALL BE JOINTLY RE-INSPECTED AND THE CONTRACTOR SHALL BE LIABLE FOR ALL COSTS OF RETURNING THESE FEATURES TO PRE-CONSTRUCTION CONDITION. 6. DWR'S ONGOING OPERATIONS AND MAINTENANCE ACTIVITIES SHALL NOT BE DISRUPTED DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN DWR'S ACCESS THROUGH THE WORKSITE AT ALL TIMES. DEPARTMENT OF WATER RESOURCES NOTES: 4 103.40 103.50 103.60 103.70 103.80 103.90 104.00 104.10 104.20 103.35 103.45 103.55 103.65 103.75 103.85 103.95 104.05 104.15 104.25 103.60 103.70 103.80 103.90 104.00 103.55 103.65 103.75 103.85 103.95 104.05 ℄Brg ℄ 31+00 50 32+00 50 N11° 08' 51.7"E ℄ ℄Lake Trail 104.25 103.90 103.34 · 104.04 -1.00% -0.50% -2.00% -2.00% 0.95% 0.95% -0.59% 104.30 people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SB101 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © ONE LAKE - PLANNING AREA 4 CANON BRIDGE DECK CONTOURS CITY OF FAIRFIELD SOLANO COUNTY 12/15/2021 AS NOTED ---- Jensen P. J. ---- ---- ---- ---- 153 6 31 P:\05 - RNR Jobs\153 Cannon Bridge One Lake Design-Build, Fairfield, MckInley Partners\3.02 Engineering & Plan Grid\70.3a-CAD-Design\153-Canon Bridge 1 - DECK CONTOURS 2/21/2023 12:23 PM Know what's below 811 before you dig FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) 30+00 31+00 50 50 50 N73° 42' 29.2"W N78° 51' 08.3"W N11° 08' 51.7"E N11° 08' 51.7"E 100 105 110 115 97 97 98 98 99 99 101 102 103 104 106 107 108 109 111 112 113 114 100 105 110 115 96 96 97 97 98 99 101 102 103 104 106 107 108 109 111 112 113 114 N11° 08' 51.7"E ℄ 31+00 32+00 N16° 17' 30.8"E ℄ N16° 17' 30.8"E people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SB102 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © ONE LAKE - PLANNING AREA 4 CANON BRIDGE FOUNDATION PLAN CITY OF FAIRFIELD SOLANO COUNTY 12/15/2021 AS NOTED ---- Jensen P. J. ---- ---- ---- ---- 153 7 31 P:\05 - RNR Jobs\153 Cannon Bridge One Lake Design-Build, Fairfield, MckInley Partners\3.02 Engineering & Plan Grid\70.3a-CAD-Design\153-Canon Bridge 1 - FOUNDATION 2/21/2023 12:23 PM CURVE DATA Know what's below 811 before you dig 1. A SEVEN (7) DAY ADVANCE NOTIFICATION IS REQUIRED PRIOR TO STARTING WORK WITHIN DEPARTMENT OF WATER RESOURCES RIGHT-OF-WAY. CONTACT THE DEPARTMENT OF WATER RESOURCES, DIVISION OF ENGINEERING, ENCROACHMENT PERMIT SECTION, SACRAMENTO, CALIFORNIA, AT (800) 600-4397. DWR DELTA FIELD DIVISION SHALL BE SIMULTANEOUSLY NOTIFIED AT (209) 833-2180. 2. EXCEPT AS OTHERWISE PROVIDED HEREIN, MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT IN PLACE ALL SWP FACILITIES AND APPURTENANCES, INCLUDING BUT NOT LIMITED TO COMMUNICATION AND CONTROL CABLES AND CATHODIC PROTECTION TEST STATIONS. THE PERMITTEE AND CONTRACTOR WILL BE LIABLE FOR ALL DAMAGES TO SWP FACILITIES AND APPURTENANCES AS A RESULT OF THE CONSTRUCTION, AND FOR ANY OTHER DAMAGES OR LOSSES SUFFERED BY DWR OR ITS WATER CONTRACTORS, INCLUDING POWER, IRRIGATION, MUNICIPAL AND INDUSTRIAL WATER SUPPLY, AND COMMUNICATION LOSSES. 3. COMMUNICATION AND CONTROL CABLES CONNECTED WITH THE OPERATION OF THE STATE WATER PROJECT ARE BURIED ALONG EITHER OR BOTH SIDES OF THE AQUEDUCT/PIPELINE WITHIN THE DEPARTMENT OF WATER RESOURCES RIGHT-OF-WAY, AS APPROXIMATELY DEPICTED ON THIS DRAWING. PRIOR TO ANY EXCAVATION IN THIS AREA, THE CABLE(S) SHALL BE LOCATED AND EXPOSED BY POTHOLING IN THE PRESENCE OF A DEPARTMENT OF WATER RESOURCES FIELD DIVISION REPRESENTATIVE. CALL (209) 833-2082 AT LEAST SEVEN (7) DAYS IN ADVANCE FOR AN APPOINTMENT. ALL EXCAVATIONS WITHIN THREE (3) FEET OF THE CABLE(S) SHALL BE DONE USING HAND-HELD TOOLS ONLY. 4. STORAGE AND PLACEMENT OF CONSTRUCTION EQUIPMENT AND MATERIALS ARE NOT ALLOWED WITHIN DWR RIGHT-OF-WAY AND UNUSED MATERIALS SHALL BE DISPOSED OF OFFSITE, AWAY FROM DWR RIGHT-OF-WAY. 5. PRIOR TO CONSTRUCTION, THE CONDITION OF DWR ROADS, FENCES AND ADJACENT LAND AREAS SHALL BE JOINTLY INSPECTED AND NOTED BY THE APPLICANT AND DWR PERSONNEL. UPON COMPLETION OF CONSTRUCTION, THE CONDITION OF THESE FEATURES SHALL BE JOINTLY RE-INSPECTED AND THE CONTRACTOR SHALL BE LIABLE FOR ALL COSTS OF RETURNING THESE FEATURES TO PRE-CONSTRUCTION CONDITION. 6. DWR'S ONGOING OPERATIONS AND MAINTENANCE ACTIVITIES SHALL NOT BE DISRUPTED DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN DWR'S ACCESS THROUGH THE WORKSITE AT ALL TIMES. DEPARTMENT OF WATER RESOURCES NOTES: DWR PIPELINE INCLUDES A PARALLEL FIBER OPTIC LINE. PER THE NORTH BAY AQUEDUCT PHASE II PIPELINE - TRAVIS SURGE TANK TO CLAY BANK IMPROVEMENT PLANS AT STA 55+00 TO STA 70+00, IT APPEARS THAT THE FIBER OPTIC LINE IS WITHIN THE CASING AS IT CROSSES VANDEN ROAD. CONTRACTOR TO USE EXTREME CAUTION WHILE TRENCHING IN THE VICINITY OF THE PIPELINE FOR A DISTANCE OF 20' ON EITHER SIDE OF THE PIPELINE. SEE DWR NOTE NO. 3 THIS SHEET. DWR FIBER OPTIC NOTES: 3 people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SB402 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © ONE LAKE - PLANNING AREA 4 CANON BRIDGE ABUTMENT 2 LA OUT CITY OF FAIRFIELD SOLANO COUNTY 12/15/2021 AS NOTED ---- Jensen P. J. ---- ---- ---- ---- 153 11 31 P:\05 - RNR Jobs\153 Cannon Bridge One Lake Design-Build, Fairfield, MckInley Partners\3.02 Engineering & Plan Grid\70.3a-CAD-Design\153-Canon Bridge 1 - ABUT DETAILS 2/21/2023 12:24 PM · · Know what's below 811 before you dig 1. A SEVEN (7) DAY ADVANCE NOTIFICATION IS REQUIRED PRIOR TO STARTING WORK WITHIN DEPARTMENT OF WATER RESOURCES RIGHT-OF-WAY. CONTACT THE DEPARTMENT OF WATER RESOURCES, DIVISION OF ENGINEERING, ENCROACHMENT PERMIT SECTION, SACRAMENTO, CALIFORNIA, AT (800) 600-4397. DWR DELTA FIELD DIVISION SHALL BE SIMULTANEOUSLY NOTIFIED AT (209) 833-2180. 2. EXCEPT AS OTHERWISE PROVIDED HEREIN, MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT IN PLACE ALL SWP FACILITIES AND APPURTENANCES, INCLUDING BUT NOT LIMITED TO COMMUNICATION AND CONTROL CABLES AND CATHODIC PROTECTION TEST STATIONS. THE PERMITTEE AND CONTRACTOR WILL BE LIABLE FOR ALL DAMAGES TO SWP FACILITIES AND APPURTENANCES AS A RESULT OF THE CONSTRUCTION, AND FOR ANY OTHER DAMAGES OR LOSSES SUFFERED BY DWR OR ITS WATER CONTRACTORS, INCLUDING POWER, IRRIGATION, MUNICIPAL AND INDUSTRIAL WATER SUPPLY, AND COMMUNICATION LOSSES. 3. COMMUNICATION AND CONTROL CABLES CONNECTED WITH THE OPERATION OF THE STATE WATER PROJECT ARE BURIED ALONG EITHER OR BOTH SIDES OF THE AQUEDUCT/PIPELINE WITHIN THE DEPARTMENT OF WATER RESOURCES RIGHT-OF-WAY, AS APPROXIMATELY DEPICTED ON THIS DRAWING. PRIOR TO ANY EXCAVATION IN THIS AREA, THE CABLE(S) SHALL BE LOCATED AND EXPOSED BY POTHOLING IN THE PRESENCE OF A DEPARTMENT OF WATER RESOURCES FIELD DIVISION REPRESENTATIVE. CALL (209) 833-2082 AT LEAST SEVEN (7) DAYS IN ADVANCE FOR AN APPOINTMENT. ALL EXCAVATIONS WITHIN THREE (3) FEET OF THE CABLE(S) SHALL BE DONE USING HAND-HELD TOOLS ONLY. 4. STORAGE AND PLACEMENT OF CONSTRUCTION EQUIPMENT AND MATERIALS ARE NOT ALLOWED WITHIN DWR RIGHT-OF-WAY AND UNUSED MATERIALS SHALL BE DISPOSED OF OFFSITE, AWAY FROM DWR RIGHT-OF-WAY. 5. PRIOR TO CONSTRUCTION, THE CONDITION OF DWR ROADS, FENCES AND ADJACENT LAND AREAS SHALL BE JOINTLY INSPECTED AND NOTED BY THE APPLICANT AND DWR PERSONNEL. UPON COMPLETION OF CONSTRUCTION, THE CONDITION OF THESE FEATURES SHALL BE JOINTLY RE-INSPECTED AND THE CONTRACTOR SHALL BE LIABLE FOR ALL COSTS OF RETURNING THESE FEATURES TO PRE-CONSTRUCTION CONDITION. 6. DWR'S ONGOING OPERATIONS AND MAINTENANCE ACTIVITIES SHALL NOT BE DISRUPTED DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN DWR'S ACCESS THROUGH THE WORKSITE AT ALL TIMES. DEPARTMENT OF WATER RESOURCES NOTES: 3 2 5 A05 5 F 03 5 A02 4 A08 4 A04 5 A03 6 A01 5 A07 7 A06 3 F 10 7 F 01 5 F 02 4 F 11 people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SB402.2 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © ONE LAKE - PLANNING AREA 4 CANON BRIDGE ABUTMENT 2 SECTION CITY OF FAIRFIELD SOLANO COUNTY 12/15/2021 AS NOTED ---- Jensen P. J. ---- ---- ---- ---- 153 12 31 P:\05 - RNR Jobs\153 Cannon Bridge One Lake Design-Build, Fairfield, MckInley Partners\3.02 Engineering & Plan Grid\70.3a-CAD-Design\153-Canon Bridge 1 - ABUT DETAILS 2/21/2023 12:24 PM # A01 Know what's below 811 before you dig 1. A SEVEN (7) DAY ADVANCE NOTIFICATION IS REQUIRED PRIOR TO STARTING WORK WITHIN DEPARTMENT OF WATER RESOURCES RIGHT-OF-WAY. CONTACT THE DEPARTMENT OF WATER RESOURCES, DIVISION OF ENGINEERING, ENCROACHMENT PERMIT SECTION, SACRAMENTO, CALIFORNIA, AT (800) 600-4397. DWR DELTA FIELD DIVISION SHALL BE SIMULTANEOUSLY NOTIFIED AT (209) 833-2180. 2. EXCEPT AS OTHERWISE PROVIDED HEREIN, MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT IN PLACE ALL SWP FACILITIES AND APPURTENANCES, INCLUDING BUT NOT LIMITED TO COMMUNICATION AND CONTROL CABLES AND CATHODIC PROTECTION TEST STATIONS. THE PERMITTEE AND CONTRACTOR WILL BE LIABLE FOR ALL DAMAGES TO SWP FACILITIES AND APPURTENANCES AS A RESULT OF THE CONSTRUCTION, AND FOR ANY OTHER DAMAGES OR LOSSES SUFFERED BY DWR OR ITS WATER CONTRACTORS, INCLUDING POWER, IRRIGATION, MUNICIPAL AND INDUSTRIAL WATER SUPPLY, AND COMMUNICATION LOSSES. 3. COMMUNICATION AND CONTROL CABLES CONNECTED WITH THE OPERATION OF THE STATE WATER PROJECT ARE BURIED ALONG EITHER OR BOTH SIDES OF THE AQUEDUCT/PIPELINE WITHIN THE DEPARTMENT OF WATER RESOURCES RIGHT-OF-WAY, AS APPROXIMATELY DEPICTED ON THIS DRAWING. PRIOR TO ANY EXCAVATION IN THIS AREA, THE CABLE(S) SHALL BE LOCATED AND EXPOSED BY POTHOLING IN THE PRESENCE OF A DEPARTMENT OF WATER RESOURCES FIELD DIVISION REPRESENTATIVE. CALL (209) 833-2082 AT LEAST SEVEN (7) DAYS IN ADVANCE FOR AN APPOINTMENT. ALL EXCAVATIONS WITHIN THREE (3) FEET OF THE CABLE(S) SHALL BE DONE USING HAND-HELD TOOLS ONLY. 4. STORAGE AND PLACEMENT OF CONSTRUCTION EQUIPMENT AND MATERIALS ARE NOT ALLOWED WITHIN DWR RIGHT-OF-WAY AND UNUSED MATERIALS SHALL BE DISPOSED OF OFFSITE, AWAY FROM DWR RIGHT-OF-WAY. 5. PRIOR TO CONSTRUCTION, THE CONDITION OF DWR ROADS, FENCES AND ADJACENT LAND AREAS SHALL BE JOINTLY INSPECTED AND NOTED BY THE APPLICANT AND DWR PERSONNEL. UPON COMPLETION OF CONSTRUCTION, THE CONDITION OF THESE FEATURES SHALL BE JOINTLY RE-INSPECTED AND THE CONTRACTOR SHALL BE LIABLE FOR ALL COSTS OF RETURNING THESE FEATURES TO PRE-CONSTRUCTION CONDITION. 6. DWR'S ONGOING OPERATIONS AND MAINTENANCE ACTIVITIES SHALL NOT BE DISRUPTED DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN DWR'S ACCESS THROUGH THE WORKSITE AT ALL TIMES. DEPARTMENT OF WATER RESOURCES NOTES: 2 2 3 3 4 K 01 4 K 03 4 K 02 8 A04 4 K 01 4 K 03 4 K 02 4 A08 5 A07 7 A06 4 A11 4 A09 8 A10 4 A11 4 A09 8 A10 4 A08 people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SB402.3 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © ONE LAKE - PLANNING AREA 4 CANON BRIDGE ABUTMENT 2 DETAILS CITY OF FAIRFIELD SOLANO COUNTY 12/15/2021 AS NOTED ---- Jensen P. J. ---- ---- ---- ---- 153 13 31 P:\05 - RNR Jobs\153 Cannon Bridge One Lake Design-Build, Fairfield, MckInley Partners\3.02 Engineering & Plan Grid\70.3a-CAD-Design\153-Canon Bridge 1 - ABUT DETAILS 2/21/2023 12:24 PM # A01 Know what's below 811 before you dig 5 D 02 11 S 03 6 D 03 4 D 04 4 D 05 5 D 06 5 S 04 4 S 05 5 G 03 5 D 07 5 B 03 5 B 04 6 B 01 5 D 01 6 B 02 11 S 01 11 S 02 4 G 01 people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SB410 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © ONE LAKE - PLANNING AREA 4 CANON BRIDGE T PICAL SECTIONS CITY OF FAIRFIELD SOLANO COUNTY 12/15/2021 AS NOTED ---- Jensen P. J. ---- ---- ---- ---- 153 16 31 P:\05 - RNR Jobs\153 Cannon Bridge One Lake Design-Build, Fairfield, MckInley Partners\3.02 Engineering & Plan Grid\70.3a-CAD-Design\153-Canon Bridge 1 - CSEG1 2/21/2023 12:25 PM Know what's below 811 before you dig 5 G 03 people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SB411 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © ONE LAKE - PLANNING AREA 4 CANON BRIDGE GIRDER LA OUT CITY OF FAIRFIELD SOLANO COUNTY 12/15/2021 AS NOTED ---- Jensen P. J. ---- ---- ---- ---- 153 17 31 P:\05 - RNR Jobs\153 Cannon Bridge One Lake Design-Build, Fairfield, MckInley Partners\3.02 Engineering & Plan Grid\70.3a-CAD-Design\153-Canon Bridge 1 - CSEG1 2/21/2023 12:25 PM Know what's below 811 before you dig FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) FO (E) N35° 44' 29.08"E 79.51' N35° 44' 29.08"E 72.63' N31° 02' 13.97"E 71.68' N11° 08' 51.69"E 76.44' N11° 08' 51.69"E 6.12' N24° 40' 39.72"E 6.78' 30+00 31+00 50 32+00 50 STA:30+28.51 OFF:2.00' R STA:31+02.51 OFF:2.00' R STA:31+00.51 OFF:6.00' L STA:31+00.51 OFF:8.50' L STA:31+00.51 OFF:10.95' L STA:30+28.22 OFF:44.04' L STA:30+27.88 OFF:40.31' L STA:30+26.99 OFF:30.39' L N11° 08' 51.7"E ℄ ℄ people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SU101 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © ONE LAKE - PLANNING AREA 4 CANON BRIDGE UTILIT GENERAL PLAN CITY OF FAIRFIELD SOLANO COUNTY 12/15/2021 AS NOTED ---- Jensen P. J. ---- ---- ---- ---- 153 19 31 P:\05 - RNR Jobs\153 Cannon Bridge One Lake Design-Build, Fairfield, MckInley Partners\3.02 Engineering & Plan Grid\70.3a-CAD-Design\153-Canon Bridge 1 - PLAN VIEW 2/21/2023 12:25 PM Know what's below 811 before you dig 1. A SEVEN (7) DAY ADVANCE NOTIFICATION IS REQUIRED PRIOR TO STARTING WORK WITHIN DEPARTMENT OF WATER RESOURCES RIGHT-OF-WAY. CONTACT THE DEPARTMENT OF WATER RESOURCES, DIVISION OF ENGINEERING, ENCROACHMENT PERMIT SECTION, SACRAMENTO, CALIFORNIA, AT (800) 600-4397. DWR DELTA FIELD DIVISION SHALL BE SIMULTANEOUSLY NOTIFIED AT (209) 833-2180. 2. EXCEPT AS OTHERWISE PROVIDED HEREIN, MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT IN PLACE ALL SWP FACILITIES AND APPURTENANCES, INCLUDING BUT NOT LIMITED TO COMMUNICATION AND CONTROL CABLES AND CATHODIC PROTECTION TEST STATIONS. THE PERMITTEE AND CONTRACTOR WILL BE LIABLE FOR ALL DAMAGES TO SWP FACILITIES AND APPURTENANCES AS A RESULT OF THE CONSTRUCTION, AND FOR ANY OTHER DAMAGES OR LOSSES SUFFERED BY DWR OR ITS WATER CONTRACTORS, INCLUDING POWER, IRRIGATION, MUNICIPAL AND INDUSTRIAL WATER SUPPLY, AND COMMUNICATION LOSSES. 3. COMMUNICATION AND CONTROL CABLES CONNECTED WITH THE OPERATION OF THE STATE WATER PROJECT ARE BURIED ALONG EITHER OR BOTH SIDES OF THE AQUEDUCT/PIPELINE WITHIN THE DEPARTMENT OF WATER RESOURCES RIGHT-OF-WAY, AS APPROXIMATELY DEPICTED ON THIS DRAWING. PRIOR TO ANY EXCAVATION IN THIS AREA, THE CABLE(S) SHALL BE LOCATED AND EXPOSED BY POTHOLING IN THE PRESENCE OF A DEPARTMENT OF WATER RESOURCES FIELD DIVISION REPRESENTATIVE. CALL (209) 833-2082 AT LEAST SEVEN (7) DAYS IN ADVANCE FOR AN APPOINTMENT. ALL EXCAVATIONS WITHIN THREE (3) FEET OF THE CABLE(S) SHALL BE DONE USING HAND-HELD TOOLS ONLY. 4. STORAGE AND PLACEMENT OF CONSTRUCTION EQUIPMENT AND MATERIALS ARE NOT ALLOWED WITHIN DWR RIGHT-OF-WAY AND UNUSED MATERIALS SHALL BE DISPOSED OF OFFSITE, AWAY FROM DWR RIGHT-OF-WAY. 5. PRIOR TO CONSTRUCTION, THE CONDITION OF DWR ROADS, FENCES AND ADJACENT LAND AREAS SHALL BE JOINTLY INSPECTED AND NOTED BY THE APPLICANT AND DWR PERSONNEL. UPON COMPLETION OF CONSTRUCTION, THE CONDITION OF THESE FEATURES SHALL BE JOINTLY RE-INSPECTED AND THE CONTRACTOR SHALL BE LIABLE FOR ALL COSTS OF RETURNING THESE FEATURES TO PRE-CONSTRUCTION CONDITION. 6. DWR'S ONGOING OPERATIONS AND MAINTENANCE ACTIVITIES SHALL NOT BE DISRUPTED DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN DWR'S ACCESS THROUGH THE WORKSITE AT ALL TIMES. DEPARTMENT OF WATER RESOURCES NOTES: DWR PIPELINE INCLUDES A PARALLEL FIBER OPTIC LINE. PER THE NORTH BAY AQUEDUCT PHASE II PIPELINE - TRAVIS SURGE TANK TO CLAY BANK IMPROVEMENT PLANS AT STA 55+00 TO STA 70+00, IT APPEARS THAT THE FIBER OPTIC LINE IS WITHIN THE CASING AS IT CROSSES VANDEN ROAD. CONTRACTOR TO USE EXTREME CAUTION WHILE TRENCHING IN THE VICINITY OF THE PIPELINE FOR A DISTANCE OF 20' ON EITHER SIDE OF THE PIPELINE. SEE DWR NOTE NO. 3 THIS SHEET. DWR FIBER OPTIC NOTES: 3 DETAIL 162 BY SHT OF DESCRIPTION NO. DRAWING ---- PROJECT NO. SCALE: BRIDGE NO. CONTRACT NO. RNR PROJECT NO. 1 7 DATE PLANS FOR DRAWN BY: DESIGNED BY: DATE: CHECKED BY: EJ 1 / 36 1/28/2022 162 ---- ---- CALIFORNIA BIGGS SPILL CHANNEL METALWORK GRAY LODGE - BELDING HEADGATE 8589 Thys Court, Sacramento, CA 95828 MAIN FAX LIC. # 845205 (916) 379-0957 (916) 379-0960 PLANS FOR GRAY LODGE WILDLIFE AREA WATER SUPPLY PROJECT BELDING HEADGATE S1-0.1 Cover SPILL CHANNEL METALWORK SHOP DRAWINGS INDEX Page Dwg Sheet 1 S1-0.1 Cover & Index 2 S1-0.2 Spill Channel Metalwork Overview 3 S1-1.1 Separate Assembly Details 7 S1-2.1 Grating Details 1/28/2022 BELDING HEADGATE PERSPECTIVE VIEW GENERAL NOTES: 1. W shape beams shall be A992 Gr 50 steel. 2. Angles, plates, and bars shall be A36 steel. 3. Handrail tube shall be A500 Gr B steel. 4. All welding shall be AWS D1.1. 5. All steel assemblies shall be A123 hot-dip galvanized. 6. Bolts, nuts, and washers shall be A325 / A490. 7. All fasteners shall be A153 hot-dip galvanized. 8. Anchor bolts shall be Type 316 stainless steel, Hilti HVA adhesive anchors or equivalent. 9. Bar Grating shall be McNichols Model GW-175 or equivalent galvanized steel, 19-W-4 spacing 1 3 4 " x 3 16 " rectangular bearing bar, 4" spacing cross bar. PLAN VIEW MASTER PARTS LIST TOTAL SIZE ITEM QTY ITEM SIZE DESCRIPTION ITEM 33.73 LF ------- W 8x10 -------- 2 127 5/8" • Assemblies "A" & "B" 1 3 49 7/8" • Part "D" D 3.89 SF ------ 3/8" PL. ------- 2 8 3/8" x 6" • Beam to face of wall 3 4 8" x 8" • HSS to top of wall 4 2 6" x 6" • Handrail to TOW 5 6 4" x 5 1/2" • Beam to Beam 6 26.08 LF -- 3/16" PL x6" wide -- 2 132" • Assemblies "A" & "B" 7 1 49" • Assembly "C" 8 4.67 LF 4 14" ---- HSS 2x2x1/4" ---- 9 79.59 LF --Sch.40 Pipe 2" diam-- 8 6 15/16" • 90 degree elbow 4" outside radius H1 2 37 5/8" • Post to concrete wall H2 6 39 3/4" • Post to beam H3 1 42 3/16" • Center post for "B" H4 2 38 3/8" • Top rail for "A" H5 1 126 3/8" • Top rail for "B" H6 1 37 11/16" • Top rail for "C" H7 3 43 1/4" • Middle rail for "A" H8 2 65 1/4" • Middle rail for "B" H9 1 42 9/16" • Middle rail for "C" H10 3.25 LF 1 39" -Angle Steel L3x2x1/4"- E1 4 ea 4 4" -1/2" Diam. x4" Anchor- E2 42.65 SF --19-W-4: 1 3/4"x3/16" Bar Grating-- 1 13.55 SF • "F" - 48 3/4 x 40" F 2 14.55 SF • "G" - 48 3/4 x 43" G SHT OF SHOP QC CHECK DRAWING ---- PROJECT NO. SCALE: BRIDGE NO. CONTRACT NO. RNR PROJECT NO. 2 7 PLANS FOR DRAWN BY: DESIGNED BY: DATE: CHECKED BY: EJ NTS 1/28/2022 162 ---- ---- CALIFORNIA BIGGS SPILL CHANNEL METALWORK GRAY LODGE - BELDING HEADGATE 8589 Thys Court, Sacramento, CA 95828 MAIN FAX LIC. # 845205 (916) 379-0957 (916) 379-0960 TASK NAME DATE Cut Drill/Punch Fit Fit QC Weld Weld QC Final QC S1-0.2 Steel Assembly 1 Overview F G G G G F A B C D D E B A C D D E E B A C FASTENERS LIST CONNECTION DESCRIPTION ITEM QTY W Handrail to TOW 1/2" Diam SS all thread stud x5" 8 1/2" I.D. SS washer 8 1/2" Diam SS nut 8 X Beam to face of wall 5/8" Diam SS all thread stud, epoxy, 4" embed 8 5/8" I.D. SS washer 8 5/8" Diam SS nut 8 Y HSS to top of wall 5/8" Diam SS Hilti RE500V3 anchor rod w/ washer & nut, epoxy, 4.5" embed 32 Z Beam to Beam 3/4" Diam A325N bolt x1.75" 12 3/4" I.D. SS lock washer 12 3/4" I.D. SS washer 12 3/4" Diam SS nut 12 X W X X Y Y W W W X Z Z Z Z Z Z Y Y Y Y Y ELEVATION INSIDE PLAN VIEW SECTION A-A SECTION C-C DETAIL B ITEM 6 DETAIL MAKE (6) TOTAL ITEM 5 DETAIL MAKE (2) TOTAL PARTS LIST ASSEMBLY "A" QTY "A" ITEM SIZE DESCRIPTION ITEM ------- W 8x10 -------- 1 127 5/8" • Assemblies "A" & "B" 1 ------ 3/8" PL. ------- 1 8 3/8" x 6" • Beam to face of wall 3 3 8" x 8" • HSS to top of wall 4 1 6" x 6" • Handrail to TOW 5 3 4" x 5 1/2" • Beam to Beam 6 -- 3/16" PL x6" wide -- 1 132" • Assemblies "A" & "B" 7 3 14" ---- HSS 2x2x1/4" ---- 9 --Sch.40 Pipe 2" diam-- 4 6 15/16" • 90 degree elbow 4" outside radius H1 1 37 5/8" • Post to concrete wall H2 3 39 3/4" • Post to beam H3 2 38 3/8" • Top rail for "A" H5 3 43 1/4" • Middle rail for "A" H8 A A C C B SHT OF SHOP QC CHECK DRAWING ---- PROJECT NO. SCALE: BRIDGE NO. CONTRACT NO. RNR PROJECT NO. 3 7 PLANS FOR DRAWN BY: DESIGNED BY: DATE: CHECKED BY: EJ NTS 1/28/2022 162 ---- ---- CALIFORNIA BIGGS SPILL CHANNEL METALWORK GRAY LODGE - BELDING HEADGATE 8589 Thys Court, Sacramento, CA 95828 MAIN FAX LIC. # 845205 (916) 379-0957 (916) 379-0960 TASK NAME DATE Cut Drill/Punch Fit Fit QC Weld Weld QC Final QC S1-1.1 Assembly "A" 7 H5 H5 H8 H8 H8 1 3 5 4 4 4 6 6 6 9 9 9 2" 46" 90" 139" 66" 6 1 9 7 H3 1 4 " 1 2 " 1" 1" 1 1 4 " 1 1 4 " 2 1 4 " 46 1 4 " 90 1 4 " 6 6 6 q q q 3 4 " 1 1 2 " 2" 2" 1 1 2 " n 7 8 (2) " 5 1 2 " 4" 6" 6" 1" 1" 2 1 2 " 1" n 5 8 (4) " q Handrail q Beam See Item 4 Detail Sheet 1.2 See Item 3 Detail Sheet 1.2 44" 44" 44" 43 3 4 " 19" R4" typ. 1/8 2"-12" 1/8 (1/8) Typ @ Posts (1/8) Typ @ pipe intersections 1/4 Kickplate details See sheet 1.4 1/4 Typ (1/8) Typ @ elbow H1 H2 H3 H3 H3 H1 H1 H1 H3 H2 Handrail post centered over plate, typ. H2 GALV. HOLES LEGEND Ø 3 8 " vent holes Ø 1 2 " drain holes 1/8 Except @ drain hole Edge of wall side Except @ drain hole GALV. HOLE NOTES: 1. Vent holes shall be as close to weld as possible. 2. Drain holes shall be as close to the bottom of handrail pipe as possible. 41 5 8 " typ. 7 Inside=Kick plate side ELEVATION OUTSIDE PLAN VIEW SECTION D-D SECTION F-F DETAIL E ITEM 3 DETAIL MAKE (2) TOTAL ITEM 4 DETAIL MAKE (4) TOTAL D D F F E PARTS LIST ASSEMBLY "B" QTY "B" ITEM SIZE DESCRIPTION ITEM ------- W 8x10 -------- 1 127 5/8" • Assemblies "A" & "B" 1 ------ 3/8" PL. ------- 1 8 3/8" x 6" • Beam to face of wall 3 1 8" x 8" • HSS to top of wall 4 1 6" x 6" • Handrail to TOW 5 3 4" x 5 1/2" • Beam to Beam 6 -- 3/16" PL x6" wide -- 1 132" • Assemblies "A" & "B" 7 1 14" ---- HSS 2x2x1/4" ---- 9 --Sch.40 Pipe 2" diam-- 2 6 15/16" • 90 degree elbow 4" outside radius H1 1 37 5/8" • Post to concrete wall H2 1 39 3/4" • Post to beam H3 1 42 3/16" • Center post for "B" H4 1 126 3/8" • Top rail for "B" H6 2 65 1/4" • Middle rail for "B" H9 SHT OF SHOP QC CHECK DRAWING ---- PROJECT NO. SCALE: BRIDGE NO. CONTRACT NO. RNR PROJECT NO. 4 7 PLANS FOR DRAWN BY: DESIGNED BY: DATE: CHECKED BY: EJ NTS 1/28/2022 162 ---- ---- CALIFORNIA BIGGS SPILL CHANNEL METALWORK GRAY LODGE - BELDING HEADGATE 8589 Thys Court, Sacramento, CA 95828 MAIN FAX LIC. # 845205 (916) 379-0957 (916) 379-0960 TASK NAME DATE Cut Drill/Punch Fit Fit QC Weld Weld QC Final QC S1-1.2 Assembly "B" q q q q Handrail q Beam 2 1 4 " 44" 44" 6 6 6 H3/H4 7 1 6 1 4 " 1 2 " 43 3 4 " n 3 4 (4) " Beam centered over plate, typ. 1 1 2 " 1 1 2 " 8 3 8 " 1 1 2 " 1 1 2 " 6" H6 H9 H9 H4 See Item 6 Detail Sheet 1.1 See Item 6 Detail Sheet 1.1 139" See Item 5 Detail Sheet 1.1 6 9 4 6 6 3 7 5 1 n 3 4 (4) " 8" 8" 1 1 2 " 1 1 2 " 1 1 2 " 1 1 2 " 2" 66" 66" 19" R4" typ. 1/8 2"-12" 1/8 Except @ drain hole (1/8) Typ @ Posts (1/8) Typ @ pipe intersections 1/4 1/4 1/4 Kickplate details See sheet 1.4 1/4 (1/8) Typ @ elbow H1 H2 H2 H1 H3 9 HSS post centered over plate, typ. GALV. HOLES LEGEND Ø 3 8 " vent holes Ø 1 2 " drain holes n 1" drain hole centered on plate GALV. HOLE NOTES: 1. Vent holes shall be as close to weld as possible. 2. Drain holes shall be as close to the bottom of handrail pipe as possible. 63 5 8 " typ. 7 Inside=Kick plate side ELEVATION PLAN VIEW SECTION G-G DETAIL H ELEVATION PART "D" MAKE (3) TOTAL: (1) FOR ASSEMBLY "C" (2) INDIVIDUAL PARTS DETAIL I G G H I PARTS LIST ASSEMBLY "C" QTY "C" ITEM SIZE DESCRIPTION ITEM ------- W 8x10 -------- 1 49 7/8" • Part "D" D -- 3/16" PL x6" wide -- 1 49" • Assembly "C" 8 --Sch.40 Pipe 2" diam-- 2 6 15/16" • 90 degree elbow 4" outside radius H1 2 39 3/4" • Post to beam H3 1 37 11/16" • Top rail for "C" H7 1 42 9/16" • Middle rail for "C" H10 SHT OF SHOP QC CHECK DRAWING ---- PROJECT NO. SCALE: BRIDGE NO. CONTRACT NO. RNR PROJECT NO. 5 7 PLANS FOR DRAWN BY: DESIGNED BY: DATE: CHECKED BY: EJ NTS 1/28/2022 162 ---- ---- CALIFORNIA BIGGS SPILL CHANNEL METALWORK GRAY LODGE - BELDING HEADGATE 8589 Thys Court, Sacramento, CA 95828 MAIN FAX LIC. # 845205 (916) 379-0957 (916) 379-0960 TASK NAME DATE Cut Drill/Punch Fit Fit QC Weld Weld QC Final QC S1-1.3 Assembly "C" & Part "D" q Handrail q Beam H4/H6 8 D 1 2 " 49 7 8 " 3 1 4 " 3 1 4 " D 8 H10 H7 2 7 8 " 2 7 8 " Kickplate details See Sheet 1.4 49 7 8 " 43 3 4 " 43 1 4 " 19" 1 4 " 2 3 4 " 2 1 2 " 2 3 4 " 1 1 2 " 1 7 8 " typ 3 4 " typ (2) Ø 7 8 " on each end of beam, typ. 49 7 8 " R4" typ. (1/8) Typ @ Posts (1/8) Typ @ pipe intersections (1/8) Typ @ elbow H1 H1 H3 H3 R 1 4 " cut, typ. (not shown in detail) GALV. HOLES LEGEND Ø 3 8 " vent holes Ø 1 2 " drain holes 1/8 2"-12" 1/8 Except @ drain hole 40 15 16 " GALV. HOLE NOTES: 1. Vent holes shall be as close to weld as possible. 2. Drain holes shall be as close to the bottom of handrail pipe as possible. ELEVATION PLAN VIEW SIDE VIEW ITEM 7 ELEVATION MAKE (2) TOTAL ITEM 8 ELEVATION MAKE (1) TOTAL PARTS LIST ASSEMBLY "E" QTY "E" ITEM SIZE DESCRIPTION ITEM 1 39" -Angle Steel L3x2x1/4"- E1 4 4" -1/2" Diam. x4" Anchor- E2 SHT OF SHOP QC CHECK DRAWING ---- PROJECT NO. SCALE: BRIDGE NO. CONTRACT NO. RNR PROJECT NO. 6 7 PLANS FOR DRAWN BY: DESIGNED BY: DATE: CHECKED BY: EJ NTS 1/28/2022 162 ---- ---- CALIFORNIA BIGGS SPILL CHANNEL METALWORK GRAY LODGE - BELDING HEADGATE 8589 Thys Court, Sacramento, CA 95828 MAIN FAX LIC. # 845205 (916) 379-0957 (916) 379-0960 TASK NAME DATE Cut Drill/Punch Fit Fit QC Weld Weld QC Final QC S1-1.4 Assembly "E" & Kickplates 3" 2" 1 1 2 " 36" (4) anchors @ 12" O.C. 1 1 2 " 39" 1/4 135 ° 6 1 2 " 2 1 4 " 6" 132" 49" 6" 1 2 " x5" welded, headed stud GRATE "F" MAKE (1) TOTAL GRATE "G" MAKE (2) TOTAL PARTS LIST GRATING QTY EA. ITEM SIZE DESCRIPTION ITEM --19-W-4: 1 3/4"x3/16" Bar Grating-- 1 13.55 SF • "F" - 48 3/4 x 40" F 2 14.55 SF • "G" - 48 3/4 x 43" G SHT OF SHOP QC CHECK DRAWING ---- PROJECT NO. SCALE: BRIDGE NO. CONTRACT NO. RNR PROJECT NO. 7 7 PLANS FOR DRAWN BY: DESIGNED BY: DATE: CHECKED BY: EJ NTS 1/28/2022 162 ---- ---- CALIFORNIA BIGGS SPILL CHANNEL METALWORK GRAY LODGE - BELDING HEADGATE 8589 Thys Court, Sacramento, CA 95828 MAIN FAX LIC. # 845205 (916) 379-0957 (916) 379-0960 TASK NAME DATE Cut Drill/Punch Fit Fit QC Weld Weld QC Final QC S1-2.1 Grating Details G G F 48 7 8 " 40" 43" 48 7 8 " 5 1 4 " 38 1 2 " 5 1 4 " 2 7 8 " typ. 37 1 8 " BAR GRATING NOTES: 1. Bar Grating shall be McNichols Model GW-175 or equivalent: 2. Galvanized welded steel, 19-W-4 spacing 1 3 16 " between 1 3 4 " x 3 16 " rectangular bearing bar, 4" spacing between cross bars, smooth surface. 3. Custom cut edges shall be banded with same size rectangular bearing bar, welded and galvanized. GRATING LOAD CAPACITY: WEIGHT = 12.5 lbs/sf SPAN = 42.0 in UNIFORM LOAD = 947.0 lbs/sf CONCENTRATED LOAD = 1658.0 lbs per sf of width @ mid span Red bars=welded banding, typ. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+71 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+78 -0+00 1+00 2+00 3+00 4+00 4+87 0+00 1+00 2+00 3+00 4+00 4+14 0+00 1+00 1+48 0+00 1+00 1+67 0+00 1+00 2+00 2+08 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+49 LEOD REOD 12'-9" 01 SITE PLAN 1" = 40'-0" Control Line 0 Dewatering Pipe Layout Line 7" west of Control Line 0 Proposed Dewatering Pipe Layout Passing directly at ℄ of spans Box Culvert Extension North Middle Bridge South Caspian Bridge people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SC-FW-0.2 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE 04.26.2022 EJ NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © CARIBBEAN CAMPUS WEST BRIDGE CROSSING North Middle Bridge Site P½²n SUNNYVALE CALIFORNIA AS NOTED 17-185 ---- ---- 143 2 15 P:\05 - rnr jobs\143 google caribbean, design build, dev con, sunnyvale\3.02 engineering & plan grid\70.3c-CAD Construction\143-N.Middle-FW 4/26/2022 10:38 AM 6/2022 1+00 Up Station ℄ North Middle Bridge = S1 LINE ℄ ABUT 2 ℄ ABUT 1 ℄ BENT 1-2 ℄ BENT 1-3 ℄ Control Line 0 ℄ BENT 1-4 ℄ BENT 1-1 ABUT 1 FACE ABUT 2 FACE LEOD REOD Up Station 02 GENERAL PLAN 1" = 4'-0" ERECTION PROCEDURE: 1. Comply with specs for construction of falsework adjacent to or over traffic. 2. Falsework will be stable during all phases of erection. 3. Construct Bents on the ground. 4. Use temproary erection details FD-21 and FD-26 shown on the falsework plan. 5. Stand bent at abutments. 6. Stand remaining bents and install bracing per the falsework plan. 7. Sleeper and camber strips will be placed on stringers at the end of the top caps. 8. Placing Stringers: Set interior stringers before setting setting stringers at the end of the top caps. 9. Set Stringers and C-Clamp to caps as shown on transverse sections of tHe falsework plans. 10. Grade adjustments will be made with hydraulic jacks, wedges, and blocking per Atkinson grading procedure. 11. See soffit roll-out safety plan, review safety with superintendent/foreman on the job. STRIPPING PROCEDURE: 1. Comply with specs for removal of adjacent to or over traffic. 2. Falsework will be stable during all phases of removal. 3. Falsework will be removed in the reverse sequence of the erection. 4. Temporary erection bracing will be re-instated prior to removing the permanent longitudinal restraint. 5. Release load from the area of the span to be removed by removing wedges under the sill caps with hydraulic jacks. 6. Remove the stringers in the area of the span to be removed using a Skytrack forklift. 7. Remove the falsework bents, after each section of stringers has been removed. EQUIPMENT: 1. Crane 2. Forklift (Skytrak or Gradall) 3. Manlift 4. Truck and Trailer 2'-6" 10' 2'-6" ℄ Girder, typ. 68' Measured along "S1 Line" 11' 11' 3'-6" 5' 5' 5' 3'-6" people. principles. progress. CONSTRUCTION INCORPORATED 8589 Thys Court, Sacramento, CA 95828 (916 379-0957 (916) 379-0960 LIC. # SHT OF DRAWING SC-FW-0.3 PROJECT NO. BRIDGE NO. CONTRACT NO. RNR PROJECT NO. PLANS FOR DATE: SCALE: DRAWN BY: DESIGNED BY: CHECKED BY: NO. DESCRIPTION BY DATE 04.26.2022 EJ NOTE: This document is proprietary and confidential. No part of this document may be disclosed in any manner to a third party without the prior written consent from RNR Construction, Inc. © CARIBBEAN CAMPUS WEST BRIDGE CROSSING Nor