Document alpinecountyca_gov_doc_2acae60e72

x x x x x LAST REVISION SHEET DEL NORTE SISKIYOU MODOC HUMBOLDT TRINITY SHASTA LASSEN TEHAMA MENDOCINO GLENN BUTTE PLUMAS SIERRA NEVADA PLACER YUBA COLUSA LAKE YOLO NAPA SONOMA EL DORADO MARIN AMADOR ALPINE CALAVERAS CONTRA COSTA TUOLUMNE MONO SANTA CLARA SANTA CRUZ STANISLAUS MARIPOSA MERCED MADERA FRESNO MONTEREY INYO TULARE KINGS OBISPO KERN SANTA BARBARA VENTURA LOS ANGELES SAN BERNARDINO RIVERSIDE IMPERIAL SAN DIEGO ORANGE SOLANO ALAMEDA MENTO SACRA- JOAQUIN SAN SAN BENITO SAN LUIS SUTTER SAN FRANCISCO SAN MATEO Dist COUNTY ROUTE TOTAL SHEETS TOTAL PROJECT LOCATION MAP POST MILES No. REGISTRATION No. LICENSE Exp DATE DATE SIGNED OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS." INDEX OF PLANS STATE STANDARDS AND PRACTICES AND THAT TECHNICAL OVERSIGHT WAS PERFORMED. APPROVED AS TO IMPACT ON STATE FACILITIES AND CONFORMANCE WITH APPLICABLE CONSULTANT DESIGN ENGINEER DATE PLOTTED 11:24:55 AM 9/29/2021 TIME PLOTTED 00-00-00 THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) INCLUDED IN THE NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK. THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS SHEET No. DESCRIPTION PLANS APPROVAL DATE R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A No. Exp. CIVIL REGISTERED CIVIL ENGINEER CONTRACT No. PROJECT ID PROJECT NUMBER & PHASE [PHONE REDACTED] 00-000004 UNIT 0000 00000000001 S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rab001.dgn Krassimir.Panayotov USERNAME DGN FILE RELATIVE BORDER SCALE IS IN INCHES 0 2 3 1 CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ BORDER LAST REVISED 7/2/2010 10 ALP PROJECT PLANS FOR CONSTRUCTION ON NO SCALE COUNTY OF ALPINE COUNTY ROAD CR ALPINE COUNTY COMMUNITY DEVELOPMENT MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS PUBLIC WORKS DEPARTMENT CREEK PLEASANT VALLEY Rd ROUTE 89 HOT SPRINGS SHAY CREEK Rd SAWMILL Rd HOT SPRINGS Rd STA 107+66.25 END CONSTRUCTION 1 Begin Work End Work Sta 123+00 Sta 81+00 Hot Springs Grover COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. RESPONSIBLE FOR THE ACCURACY OR OFFICERS OR AGENTS SHALL NOT BE THE COUNTY OF ALPINE OR ITS MARKLEEVILLE TO BEAR VALLEY TO WOODFORDS JURRENS JASON P. C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE, SUITE 100 QUINCY ENGINEERING INC 38 FEDERAL PROJECT No. BRLO-5931(030) STA 97+00.00 BEGIN CONSTRUCTION EROSION CONTROL QUANTITIES EROSION CONTROL DETAILS EROSION CONTROL PLAN EROSION CONTROL LEGEND SUMMARY OF QUANTITIES PAVEMENT DELINEATION AND SIGN PLAN STAGE CONSTRUCTION CONSTRUCTION AREA SIGNS CONTOUR GRADING CONSTRUCTION DETAILS PROFILE AND SUPERELEVATION DIAGRAM LAYOUT TYPICAL CROSS SECTIONS TITLE SHEET 24 23 21-22 20 19 17-18 11-16 10 9 7-8 5-6 -4 3 2 1 TO BE SUPPLEMENTED BY STATE OF CALIFORNIA STANDARD PLANS DATED 2018 STRUCTURE PLANS FOR BRIDGE No. 31C0022 9/30/23 DEBBIE BURKETT AT HOT SPRINGS CREEK BRIDGE ON HOT SPRINGS ROAD NEAR MARKLEEVILLE IN ALPINE COUNTY April 20, 2021 PROJECT MANAGER LOG OF TEST BORINGS SUPERSTRUCTURE DETAILS No. 2 SUPERSTRUCTURE DETAILS No. 1 TYPICAL SECTION ABUTMENT DETAILS No. 2 ABUTMENT DETAILS No. 1 ABUTMENT 2 LAYOUT ABUTMENT 1 LAYOUT FOUNDATION PLAN DECK CONTOURS GENERAL PLAN 35-38 34 33 32 31 30 29 28 27 26 25 ---PAGE BREAK--- TYPICAL CROSS SECTIONS X-1 NO SCALE EP EP ETW ETW HP HP • LINE 2:1 SR 2 HOT SPRINGS ROAD PG 2:1 1.10' CLASS 2 AB 0.40' HMA (TYPE A) HOT SPRINGS ROAD EP EP ETW ETW HP HP • LINE 3' TO 8' Var 3' TO 8' Var PG SR 11' 11' 5' 5' OG OG Sta 106+66.25 TO Sta 107+66.25 Sta 97+00.00 TO Sta 98+00.00 0' TO 3' Var 0' TO 3' Var 2:1 2:1 2:1 SR SR SR SR 1.10' CLASS 2 AB 0.40' HMA (TYPE A) SECTION Exist STRUCTURAL SECTION Exist STRUCTURAL SR SR HOT SPRINGS ROAD Sta 105+30.00 TO Sta 106+00.00 Sta 97+50.00 TO Sta 98+50.00 2:1 2:1 OG FL 1' Min HP EP 3' 2' to 4' Var 2:1 DIKE HMA DIKE HMA 0.8' TO 5' Var 9.9' TO 11' Var 10.2' TO 11' Var 1.3' TO 5' Var Sta 100+62.00 EB TO Sta 106+66.25 Sta 98+00.00 TO Sta 99+84.00 BB DESIGN DESIGNATION (HOT SPRINGS ROAD) V = 35 MPH FUTURE ADT = 1,200 CURRENT ADT = 400 NOTES: 5. CLASS 2AB TO EXTEND UNDER APPROACH SLAB. 4. FOR DIKE TYPE AND LOCATION, SEE LAYOUT SHEETS. 3. FOR LOCATIONS OF MIDWEST GUARDRAIL SYSTEM, SEE LAYOUT SHEETS. 2. SUPERELEVATIONS (SR) ARE SHOWN ON THE SUPERELEVATION DIAGRAMS. SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:24:56 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rca001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 ---PAGE BREAK--- 5736 5737 5738 5739 5740 5740 5741 5741 5741 5742 5742 5742 5743 5743 5743 5744 5744 5744 5745 5745 5745 5746 5746 5747 5747 5748 5748 5748 5749 5749 5749 5750 5750 5751 5751 5752 5752 5753 5753 5754 5754 5755 5755 5756 5756 5756 5757 5757 5757 5758 5758 5759 5759 5760 5760 5761 5761 5762 5762 5763 5763 5764 5764 5765 5765 5766 5766 5767 5767 5768 5768 5769 5770 5771 5772 5773 5774 5775 5776 5777 5778 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:24:57 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rea001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 96 96 100 7 8 9 1 2 LAYOUT L-1 SCALE: 1"=20' LEGEND: SEE SHEET L-2 MATCH LINE 102+50.00 HOT SPRINGS ROAD 5' 5' 11' 11' EP ETW ETW EP CP#2 CP#3 CP#1 11' 11' 5' 5' 3 CURVE DATA R D T L 646.84' 702.65' 314.00' 128° 12' 46" 1 No. No. SURVEY CONTROL DATA NORTHING EASTING CP#3 CP#2 CP#1 ELEV 5746.01 5750.20 5746.76 LINE STATION OFFSET 32.27' Rt 12.58' Rt 26.86' Lt DESCRIPTION MAG NAIL MAG NAIL 60D NAIL 2023777.95 2023539.33 2023720.36 7182236.73 7182086.72 7182098.68 HOT SPRINGS CREEK 1 TO GROVER HOT SPRINGS 102+37.82 99+21.67 100+97.43 LINE 1.3' 10.2' 9.9' 1.3' END DITCH Elev 5757.05 21.57' Lt 98+50.00 END PAVEMENT TRANSITION 16.00' Lt 98+00.00 BEGIN DITCH Elev 5764.05 18.24' Lt 97+50.00 BEGIN PAVEMENT TRANSITION CONFORM TO Exist 11.15' Lt 97+00.00 99+84.00 BB (TYPE WB-31) END TRANSITION RAILING 16.00' Lt 99+70.05 100+62.00 EB BEGIN TRANSITION RAILING (TYPE WB-31) 16.00' Lt 100+75.65 END HMA DIKE (TYPE F) END TRANSITION RAILING (TYPE WB-31) 16.00' Rt 99+64.14 BEGIN PAVEMENT TRANSITION CONFORM TO Exist 11.52' Rt 97+00.00 END PAVEMENT TRANSITION 16.00' Rt 98+00.00 BEGIN HMA DIKE (TYPE F) BEGIN TRANSITION RAILING (TYPE WB-31) 16.00' Rt 100+82.19 END AFTS 20.00' Rt 101+48.05 Exist R/W Exist R/W CURVE NUMBER DIRECTION OF TRAFFIC 99+00.60 BC END DIKE (TYPE C) 16.00' Rt 101+74.39 BEGIN DIKE (TYPE C) 16.00' Rt 98+73.40 DITCH GRADE CHANGE Elev 5760.05 22.58' Lt 97+90.00 IN-LINE TERMINAL SYSTEM BEGIN ALTERNATIVE 16.00' Lt 99+09.83 BEGIN TRANSITION RAILING (TYPE WB-31) IN-LINE TERMINAL SYSTEM END ALTERNATIVE 16.00' Lt 99+46.26 R/W R/W Exist R/W R/W 285.41' N4°02'24"W Exist R/W F/C C/F F F F F F/C F/C F F IN-LINE TERMINAL SYSTEM BEGIN ALTERNATIVE 16.00' Rt 98+97.61 IN-LINE TERMINAL SYSTEM END ALTERNATIVE 16.00' Lt 101+35.87 IN-LINE TERMINAL SYSTEM BEGIN ALTERNATIVE END TRANSITION RAILING (TYPE WB-31) 16.00' Lt 100+99.54 BEGIN DIKE (TYPE F) BEGIN TRANSITION RAILING (TYPE WB-31) END DIKE (TYPE C) END ALTERNATIVE IN-LINE TERMINAL SYSTEM 16.00' Rt 99+37.80 BEGIN DIKE (TYPE C) BEGIN ALTERNATIVE IN-LINE TERMINAL SYSTEM END DIKE (TYPE F) END TRANSITION RAILING (TYPE WB-31) 16.00' Rt 101+08.56 TCE (SEE STRUCTURE PLANS) BRIDGE No. 31C0022 HOT SPRINGS BRIDGE TO BE REMOVED BRIDGE No. 31C0005 EXISTING BRIDGE TCE NOTES: RETAIN TOPSOIL AND USE AT TOP OF NEW SIDE SLOPES. 2. RECORD MAPS AT THE COUNTY OFFICE. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY 1. ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:24:57 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rea002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 5743 5744 5745 5746 5747 5748 5749 5749 5750 5751 5752 5753 5754 5754 5755 5755 5756 5756 5757 5757 5758 5758 5759 5759 5760 5760 5761 108 3 4 5 6 7 8 LAYOUT L-2 SCALE: 1"=20' CURVE DATA R D T L No. SEE SHEET L-1 MATCH LINE 102+50.00 314.00' 128° 12' 46" 646.84' 702.65' 1 4 No. SURVEY CONTROL DATA NORTHING 2023691.66 2023823.80 EASTING 7182703.65 7182545.67 CP#5 CP#4 ELEV 5760.18 5756.15 LINE STATION OFFSET DESCRIPTION 107+79.30 105+75.25 11.59' Rt 10.27' Lt MAG NAIL MAG NAIL 5' 5' 11' 11' 1 LINE HOT SPRINGS ROAD EP ETW ETW EP CP#4 CP#5 5' 11' 11' 5' TO MARKLEEVILLE REMOVE TREE 1.4' 10.4' 10.1' 0.8' Exist R/W Exist R/W BEGIN DITCH Elev 5754.41 20.20' Lt 105+30.00 END DITCH Elev 5755.71 23.24' Lt 106+00.00 BEGIN PAVEMENT TRANSITION 16.00' Lt 106+66.25 END PAVEMENT TRANSITION CONFORM TO Exist 10.87' Lt 107+66.25 BEGIN PAVEMENT TRANSITION 16.00' Rt 106+66.25 END PAVEMENT TRANSITION CONFORM TO Exist 11.82' Rt 107+66.25 106+03.25 EC Exist R/W R/W 210.33' S55°49'38"E Exist R/W C C F F F C C/F NOTE: OVER 0.50' AB. 2. DRIVEWAY STRUCTUARAL SECTION THICKNESS IS 0.25' HMA SEE RIGHT OF WAY RECORD MAPS AT THE COUNTY OFFICE. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, DRIVEWAY TCE TCE ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:24:58 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rfa001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 SEE SHEET PS-2 MATCH LINE 102+50.00 SCALE: Vert 1"=4' Horiz 1"=20' PS-1 SUPERELEVATION DIAGRAM PROFILE AND Exc Emb STATION CY TOTAL 5730 5740 5750 5760 5770 5730 5740 5750 5760 5770 97+00 98+00 99+00 100+00 101+00 102+00 SEE SHEET PS-2 MATCH LINE 102+50.00 0% 4% 8% LINE PROFILE 8% Lt ETW & EP Rt ETW & EP AXIS OF ROTATION LINE Rt EP +00.60 BC PG OG +70.17 +34.62 +92.31 +50.00 LINE SUPERELEVATION DIAGRAM 0% 4% 8% 5 Rt ETW +20.17 +16.50 +57.69 +00.00 CONFORM -0.79% Rt ETW & EP +62.00 EB +84.00 BB Elev 5751.02 Elev 5748.58 -1.14% Lt ETW & EP LEGEND: DESIGN SPEED RATE OF VERTICAL CURVATURE V K (SEE STRUCTURE PLANS) BRIDGE No. 31C0022 HOT SPRINGS BRIDGE R = 314' Rt +00.00 BVC +00.00 PI Elev 5741.44 2.40% -9.57% CONFORM TO Exist Elev 5770.15 V=35 MPH K=50.17 600' VC ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:24:58 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rfa002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 SEE SHEET PS-1 MATCH LINE 102+50.00 SCALE: Vert 1"=4' Horiz 1"=20' PS-2 SUPERELEVATION DIAGRAM PROFILE AND Exc Emb STATION CY TOTAL 5730 5740 5750 5760 5770 5730 5740 5750 5760 5770 103+00 104+00 105+00 106+00 107+00 SEE SHEET PS-2 MATCH LINE 102+50.00 0% 4% 8% LINE PROFILE 8% 4% 0% OG FG LINE AXIS OF ROTATION +03.25 EC +50.00 +08.13 +66.25 8% Lt ETW & EP Rt ETW & EP Rt EP LINE SUPERELEVATION DIAGRAM 6 +26.58 Rt ETW +76.58 +43.75 +52.76 CONFORM +66.25 +0.38% RT ETW & EP -1.14% LT ETW & EP +28.06 R = 314' Rt +00.00 EVC Elev 5748.64 +66.25 PI 2.40% CONFORM TO Exist Elev 5759.83 ---PAGE BREAK--- 5741 5747 5748 5748 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:24:59 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rga001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 100 1 2 7 LINE B B B B A A B B A A B B 100 1 HOT SPRINGS CREEK TO MARKLEEVILLE Elev 5743.00 17.42 Lt 100+75.65 Elev 5743.00 17.42 Lt 100+75.65 Elev 5743.00 17.42' Lt 99+88.41 Elev 5743.00 17.42' Rt 99+64.14 Elev 5746.00 17.42' Lt 99+84.00 Elev 5746.00 22.96' Lt 99+84.60 Elev 5746.00 17.42' Rt 99+79.73 Elev 5746.00 22.82' Rt 99+78.98 Elev 5745.93 16.00' Rt 101+69.39 Elev 5735.00 25.42' Lt 100+07.57 Elev 5735.00 25.42' Rt 100+39.10 Elev 5735.00 25.42' Lt 100+36.80 Elev 5747.00 24.95 Lt 100+69.00 Elev 5748.89 17.42 Lt 100+69.00 Elev 5743.00 27.67 Rt 100+74.89 Elev 5746.10 17.42 Rt 100+74.89 HOT SPRINGS ROAD TO GROVER HOT SPRINGS R/W R/W Exist R/W NOTES: 3. FOR RSP DETAILS, SEE SHEET C-2. 2. ELEVATIONS SHOWN AT TOP OF RSP. 1. FOR CONTOUR GRADING NOT SHOWN, SEE CONTOUR GRADING SHEET. Elev 5744.89 26.00' Rt 101+79.39 Elev 5744.61 26.00' Rt 101+69.39 Elev 5745.92 16.00' Rt 101+79.39 ENERGY DISSIPATER ROCK SLOPE PROTECTION SCALE: 1"=10' CONSTRUCTION DETAILS C-1 C C HOT SPRINGS ROAD LINE Elev 5753.35 16.00' Rt 105+49.75 Elev 5753.95 30.99' Rt 105+70.52 Elev 5753.44 28.06 Lt 106+11.61 Elev 5755.72 16.00' Rt 106+24.35 6 27.55 Rt 106+21.60 Elev 5754.96 18.11' Rt 106+18.30 R = 10' CURVE DATA R D T L 73° 39' 37" 1 No. 10.00' 1 7.49' 12.86' DRIVEWAY ROCK SLOPE PROTECTION ---PAGE BREAK--- 1.8' 3.3' 6.0' 6.0' 3.3' 1.8' 0.25' 3.3' 3.3' 10' 10' 5' 1.8' x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:24:59 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rga002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 8 NO SCALE CONSTRUCTION DETAILS C-2 SECTION A-A SECTION B-B Abut Ftg FG BENCH FACE OF Abut (CLASS Typ RSP FABRIC 1.5 1 (CLASS Typ RSP FABRIC ANCHORED 0.5' (CLASS 8) RSP FABRIC Elev 5743.00 1.5 1 1.5 1 Elev 5743.00 FG Elev 5735.00 RSP LIMIT Elev 5735.00 RSP LIMIT FG FG Abut Piles RSP TON, CLASS V, METHOD B) RSP TON, CLASS V, METHOD B) RSP (60 LB, CLASS II, METHOD B) RSP (60 LB, CLASS II, METHOD B) SECTION C-C ENERGY DISSIPATOR ROCK SLOPE PROTECTION EP EP HP 2:1 OG 5% RSP (60 LB, CLASS II, METHOD B) (CLASS Typ RSP FABRIC C C FG ---PAGE BREAK--- 5750 5750 5755 5745 5740 5750 5735 5735 5735 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:00 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rha001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 9 HOT SPRINGS CREEK CONTOUR GRADING G-1 SCALE: 1" = 10' THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. LINE RSP LIMITS RSP LIMITS RSP LIMITS 100 1 5735 5740 5745 5750 5750 5745 FACE OF Abut FACE OF Abut NOTE: 2. CONTOUR GRADING SHOWN AT FINISH GRADE ELEVATIONS. 1. THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. HOT SPRINGS ROAD 5 3 7 5 5745 5 4 7 5 5 3 7 5 0 4 7 5 5 3 7 5 5 3 7 5 5 4 7 5 0 4 7 5 Exist R/W R/W R/W RSP LIMITS ---PAGE BREAK--- CONSTRUCTION AREA SIGNS NO SCALE CS-1 D D C A B NO SCALE SHAY CREEK Rd HOT SPRINGS CREEK HOT SPRINGS Rd COMMENTS SIGN MESSAGE SIGN CODE No. SIGN CALIFORNIA FEDERAL SHEET TOTAL - FOR INFORMATION ONLY POST ONE CONSTRUCTION AREA SIGNS (STATIONARY MOUNTED) EA ROAD WORK AHEAD ONE LANE ROAD AHEAD STOP HERE ON RED END ROAD WORK A B C D W20-1 W20-4 W3-3 E R10-6 G20-2 SIGNAL AHEAD 2 2 2 2 10 B A E F 500' 500' 500' 500' 500' 500' Hot Springs Grover 10 2 F W13-1P (25) 25 MPH E C F NOTES: EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE. THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY. 1. SIGN ROADSIDE x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:00 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rla001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:01 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rma001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 96 96 100 7 8 9 1 2 SEE SHEET SC-2 MATCH LINE 102+50.00 HOT SPRINGS ROAD 11 HOT SPRINGS CREEK LEGEND: OG 0.4' HMA (TYPE A) WAY TRAVELED (STAGE 1) TRAFFIC HANDLING STAGE CONSTRUCTION AND SC-1 SCALE: 1"=20' LINE X STAGE 1 4'-6' Var SLOPE Exist MATCH STAGE 1 - SECTION A-A 2:1 500' 50' 500' 500' STOP HERE ON RED R10-6 W3-3 W13-1P (25) W20-4 AHEAD ONELANE ROAD W20-1 ROAD AHEAD WORK G20-2 S S PORTABLE DELINEATOR A A THICKNESS STRUCTURAL Exist END ROAD WORK 25 M P H (40' O.C., Typ) PORTABLE DELINEATOR SEE BELOW MATCH LINE 96+50.00 SEE ABOVE MATCH LINE 96+50.00 EP Exist EP Temp R = 200' ETW Exist (SEE NOTE 3) SAWCUT 10.5' -11' Var +75.00 WIDENING Temp BEGIN Temp WIDENING 13.80' Lt 96+90.00 ANGLE POINT 15.89' Lt 98+03.51 ANGLE POINT 15.25' Lt 98+91.37 ANGLE POINT 13.98' Lt 97+78.51 ANGLE POINT 17.57' Lt 99+43.18 END Temp WIDENING 21.27' Lt 100+03.34 TEMPORARY SIGNAL SYSTEM PORTABLE DELINEATOR TEMPORARY PAVEMENT MARKING (PAINT), "STOP" TEMPORARY ALTERNATIVE CRASH CUSHION (TL-2) TEMPORARY RAILING (TYPE K) DIRECTION OF TRAFFIC TEMPORARY WIDENING CONSTRUCT THIS STAGE STAGE CONSTRUCTION Exist R/W Exist R/W Exist R/W Exist R/W Exist R/W R/W R/W R/W LIMIT LINE MARKING (PAINT), Temp PAVEMENT HOT SPRINGS TO GROVER NOTES: 3. SAWCUT ALONG TRAFFIC SIDE OF EXISTING STRIPE. AND TRAFFIC HANDLING WORK ONLY. 2. THIS PLAN ACCURATE FOR STAGE CONSTRUCTION AT THE COUNTY OFFICE. ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE TRAFFIC CONTROL. WIDENING UNDER ONE WAY CONSTRUCT TEMPORARY 3. SHIFT TRAFFIC TO NB LANE. 2. CONSTRUCTION). SIGNS (TO REMAIN THROUGHOUT PLACE Temp TRAFFIC SIGNAL & 1. 11' Min ---PAGE BREAK--- 6' x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:02 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rma002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 108 8 3 4 5 6 7 SEE SHEET SC-1 MATCH LINE 102+50.00 12 LINE HOT SPRINGS ROAD TO MARKLEEVILLE (STAGE 1) TRAFFIC HANDLING STAGE CONSTRUCTION AND SC-2 SCALE: 1"=20' 50' 500' 500' 500' STOP HERE ON RED R10-6 ROAD AHEAD WORK (PAINT), LIMIT LINE Temp PAVEMENT MARKING S G20-2 (40' O.C., Typ) PORTABLE DELINEATOR SEE BELOW MATCH LINE 107+50.00 SEE ABOVE MATCH LINE 107+50.00 NOTES: AND TRAFFIC HANDLING WORK ONLY. 2. THIS PLAN ACCURATE FOR STAGE CONSTRUCTION AT THE COUNTY OFFICE. ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE BEGIN Temp WIDENING 16.98' Lt 105+55.82 END Temp WIDENING 15.82' Lt 108+10.75 END ROAD WORK Exist R/W Exist R/W Exist R/W Exist R/W Exist R/W Exist R/W W20-1 W13-1P (25) W20-4 W3-3 AHEAD ONELANE ROAD 25 M P H R/W 109+25.00 ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:02 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rma003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 100 7 8 9 1 2 96 96 100 7 8 9 1 2 SEE SHEET SC-4 MATCH LINE 102+50.00 HOT SPRINGS ROAD 13 HOT SPRINGS CREEK TO GROVER HOT SPRINGS (STAGE 2) TRAFFIC HANDLING STAGE CONSTRUCTION AND SC-3 SCALE: 1"=20' FG OG LINE STAGE 2 1' C LINE L C LINE L STAGE PREVIOUS DURING BUILT STAGE 2 - SECTION A-A STAGE 2 - SECTION B-B OG FG TRAVELED WAY 11' 2:1 A A B B 2:1 11' STAGE PREVIOUS DURING BUILT 2' 2' 1' EP Temp (TYPE K) Temp RAILING (TYPE K) Temp RAILING SHORING Temp EP Temp STAGE PLACED IN PREVIOUS Temp WIDENING R = 297' NOTES: OF Temp RAILING (TYPE 3. ALL STATION & OFFSET CALLOUTS REFER TO CENTER AND TRAFFIC HANDLING WORK ONLY. 2. THIS PLAN ACCURATE FOR STAGE CONSTRUCTION AT THE COUNTY OFFICE. ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ANGLE POINT 1.77' Lt 96+88.18 ANGLE POINT 10.44' Lt 100+46.74 BC Temp RAILING (TYPE K) 10.11' Lt 100+66.65 AND PORTION OF NEW BRIDGE. CONSTRUCT NEW NB ROADWAY 3. REMOVE PORTION OF Exist BRIDGE. 2. SHIFT TRAFFIC TO SB LANE. 1. Exist R/W Exist R/W R/W Exist R/W BEGIN Temp RAILING (TYPE K) Temp ALTERNATIVE CRASH CUSHION 3.22' Rt 96+68.68 ANGLE POINT 3.80' Lt 99+28.55 ANGLE POINT 6.01' Lt 99+48.58 ANGLE POINT 7.87' Lt 99+68.81 ANGLE POINT 7.91' Lt 99+88.75 R/W R/W TRAVELED WAY 11' Min ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:03 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rma004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 3 4 5 6 7 108 3 4 5 6 7 8 SEE SHEET SC-3 MATCH LINE 102+50.00 14 LINE HOT SPRINGS ROAD TO MARKLEEVILLE (STAGE 2) TRAFFIC HANDLING STAGE CONSTRUCTION AND SC-4 SCALE: 1"=20' NOTES: OF Temp RAILING (TYPE 3. ALL STATION & OFFSET CALLOUTS REFER TO CENTER AND TRAFFIC HANDLING WORK ONLY. 2. THIS PLAN ACCURATE FOR STAGE CONSTRUCTION AT THE COUNTY OFFICE. ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE STAGE PLACED IN PREVIOUS Temp WIDENING EC Temp RAILING (TYPE K) 0.66' Lt 105+50.09 ANGLE POINT 4.24' Lt 107+70.74 END Temp RAILING (TYPE K) 4.35' Rt 108+10.49 PREVIOUS STAGE PLACED IN Exist R/W Exist R/W Exist R/W Exist R/W R/W R = 297' ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:03 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rma005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 96 96 100 7 8 9 1 2 SEE SHEET SC-8 MATCH LINE 102+50.00 HOT SPRINGS ROAD 15 HOT SPRINGS CREEK TO GROVER HOT SPRINGS C LINE L 2' TRAVELED WAY OG (STAGE 3) TRAFFIC HANDLING STAGE CONSTRUCTION AND SC-5 SCALE: 1"=20' LINE STAGE 3 Var FG 2:1 2:1 2:1 PLACED IN STAGE 1 PLACED DURING STAGE 2 STAGE 3 - SECTION A-A A A 2:1 NOTES: OF Temp RAILING (TYPE 3. ALL STATION & OFFSET CALLOUTS REFER TO CENTER AND TRAFFIC HANDLING WORK ONLY. 2. THIS PLAN ACCURATE FOR STAGE CONSTRUCTION AT THE COUNTY OFFICE. ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE (TYPE K) Temp RAILING 11' Min BEGIN Temp RAILING (TYPE K) 4.10' Lt 96+52.67 ANGLE POINT 0.45' Lt 96+92.70 11' AND BRIDGE. 4. CONSTRUCT SB ROADWAY 3. REMOVE EXISTING BRIDGE. 2. SHIFT TRAFFIC TO NB LANE. 1. ADJUST TRAFFIC TAPER. Exist R/W Exist R/W Exist R/W 11' ANGLE POINT 4.00' Rt 98+13.32 R/W R/W BC Temp RAILING (TYPE K) 4.00' Rt 98+9.97 R = 309' R/W R/W ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:04 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rma006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 108 3 4 5 6 7 8 SEE SHEET SC-7 MATCH LINE 102+50.00 16 LINE HOT SPRINGS ROAD TO MARKLEEVILLE (STAGE 3) TRAFFIC HANDLING STAGE CONSTRUCTION AND SC-6 SCALE: 1"=20' +66.23 NOTES: OF Temp RAILING (TYPE 3. ALL STATION & OFFSET CALLOUTS REFER TO CENTER AND TRAFFIC HANDLING WORK ONLY. 2. THIS PLAN ACCURATE FOR STAGE CONSTRUCTION AT THE COUNTY OFFICE. ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE Exist R/W Exist R/W R/W R = 309' ANGLE POINT 2.47' Lt 107+83.76 END Temp RAILING (TYPE K) 5.85' Lt 108+03.40 ANGLE POINT 5.39' Rt 106+03.95 EC Temp RAILING (TYPE K) 3.85' Rt 105+43.02 ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:04 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rna001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 96 96 100 7 8 9 1 2 NOTE: SEE SHEET PD-2 MATCH LINE 102+50.00 CONFORM 97+00.00 +06.44 HOT SPRINGS ROAD 17 AND SIGN PLAN PAVEMENT DELINEATION PD-1 SCALE: 1"=20' TO GROVER HOT SPRINGS 11' 11' 5' 5' 9.9' 5' 11' 11' 5' LEGEND: No. PAVEMENT DELINEATION DETAIL NUMBER DELINEATOR (CLASS 1, TYPE E) DIRECTION OF TRAFFIC FLOW OBJECT MARKER (TYPE P (CA)) 27B 27B 21 OBJECT MARKER REMOVE Exist OBJECT MARKER REMOVE Exist 10.2' 1.3' 240' 40' SPACING O.C., Typ 1.3' Exist R/W Exist R/W LINE Exist R/W R/W R/W R/W OBJECT MARKER REMOVE Exist OBJECT MARKER REMOVE Exist HOT SPRINGS CREEK THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGN WORK ONLY. ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:05 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rna002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 108 3 4 5 6 7 8 NOTE: SEE SHEET PD-1 MATCH LINE 102+50.00 18 5' 5' 11' 11' LINE HOT SPRINGS ROAD +66.25 5' 11' 11' 5' 10.4' TO MARKLEEVILLE CONFORM 107+66.25 AND SIGN PLAN PAVEMENT DELINEATION PD-2 SCALE: 1"=20' 27B 27B 21 240' 40' SPACING O.C., Typ 10.1' 0.8' 1.4' Exist R/W Exist R/W Exist R/W Exist R/W R/W THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGN WORK ONLY. ---PAGE BREAK--- 19 SUMMARY OF QUANTITES Q-1 NO SCALE ROADWAY QUANTITIES No. SHEET FROM TO EXCAVATION ROADWAY EMBANKMENT A) (TYPE ASPHALT MIX HOT BASE AGGREGATE 2 CLASS C) (TYPE DIKE ASPHALT MIX HOT PLACE F) (TYPE DIKE ASPHALT MIX HOT PLACE COAT TACK TREE REMOVE SYSTEM TERMINAL IN-LINE ALTERNATIVE WB-31) (TYPE RAILING TRANSITION B) METHOD V, CLASS T, (1/4 PROTECTION SLOPE ROCK (CY) B) METHOD II, CLASS LB, (60 PROTECTION SLOPE ROCK 8) (CLASS FABRIC PROTECTION SLOPE ROCK STRIPE TRAFFIC THERMOPLASTIC 4" P) (TYPE MARKER OBJECT 1) (CLASS DELINEATOR MARKER REMOVE (PAINT) MARKING PAVEMENT TEMPORARY DELINEATOR PORTABLE K) (TYPE RAILING TEMPORARY CUSHION CRASH ALTERNATIVE TEMPORARY COMMENTS LINE STATION LINE STATION CY CY TON CY LF LF TON EA EA EA CY CY SQYD LF EA EA EA SQFT EA LF EA L-1 97+00.00 99+74.00 196 964 250.6 339 0.4 BRIDGE OF SOUTH L-1 99+74.00 99+84.00 1 SLAB APPROACH SOUTH L-1 100+62.00 100+72.00 1 SLAB APPRACH NORTH L-2 100+72.00 107+66.25 1,514 238 656.8 886 1.0 BRIDGE OF NORTH L-2 105+49.75 106+24.35 13.8 27 DRIVEWAY L-1 98+73.40 99+37.80 0.5 64 L-1 101+08.56 101+74.39 0.5 66 L-1 99+37.80 99+64.14 0.4 27 L-1 100+82.19 101+08.56 0.4 27 L-1 98+98.59 99+70.05 1 1 L-1 98+98.40 99+64.14 1 1 L-1 100+75.65 101+35.12 1 1 L-1 100+82.19 101+48.05 1 1 L-1/L-2 98+60.00 106+40.00 25 C-1 99+78.98 100+07.57 158 59 201 RSP SOUTH C-1 100+36.80 100+74.89 180 69 227 RSP NORTH C-1 101+69.39 101+79.39 7 19 DISSIPATER ENERGY PD-1 97+00.00 107+66.25 1,091 27B DETAIL PD-1 97+00.00 107+66.25 1,042 27B DETAIL PD-1 97+00.00 107+66.25 1,067 21 DETAIL PD-1 98+98.59 99+70.05 1 1 PD-1 98+98.40 99+64.14 1 1 PD-1 100+75.65 101+35.12 1 1 PD-1 100+82.19 101+48.05 1 1 PD-1 94+60.00 110+40.00 51 SC-1 95+75.00 11 LINE LIMIT SC-1 95+67.00 22 "STOP" SC-1 96+90.00 100+03.34 52.3 HMA TEMP SC-2 109+25.00 11 LINE LIMIT SC-2 109+33.00 22 "STOP" SC-2 96+90.00 108+20.00 35 SC-3 96+66.16 108+04.60 1180 2 2 STAGE SC-5 96+49.93 108+12.78 1180 2 3 STAGE TOTAL 1,710 1,202 975.2 1,253 130 54 1.4 25 4 338 135 447 3,200 4 51 4 66 35 2,360 4 NOT A SEPARATE BID ITEM. 4 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:05 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rpa001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 ---PAGE BREAK--- 20 (COMMON NAME) BOTANICAL NAME (MINIMUM) PERCENT GERMINATION (SLOPE MEASUREMENT) SEED PER ACRE POUNDS PURE LIVE 76 83 64 80 87 84 77 83 5 10 15 25 25 5 25 1 TOTAL 1 1 1 1 1 1 1 1 1 ABOVE THE 2500 FOOT ELEVATION LEVEL. SEED PRODUCED IN NORTHERN SIERRA NEVADA RANGE EROSION CONTROL LEGEND ECL-1 NO SCALE SEQUENCE ITEM MATERIAL DESCRIPTION TYPE REMARKS EROSION CONTROL INSTALLED AFTER FIBER ROLLS MUST BE TYPE 2 INSTALLATION 8" TO 10" Dia TYPE B FIBER ROLL (WESTERN YARROW) ACHILLEA MILLEFOLIUM (CALIFORNIA BROME) BROMUS CARINATUS (CLUSTERED FIELD SEDGE) CAREX PRAEGRACILIS (BLUE WILDRYE) ELYMUS GLAUCUS (BARLEY) HORDEUM BRACHYANTHERUM (BEARDLESS WILDRYE) ELMYUS TRITICOIDES (SPANISH LOTUS) ACMISPON AMERICANUS (SMALL FESCUE) FESTUCA MICROSTACHYS 111 SEQUENCE ITEM RATE APPLICATION MATERIAL DESCRIPTION TYPE STEP 5 STEP 4 STEP 3 STEP 2 STEP 1 FIBER ROLLS (NETTING) CONTROL PRODUCT ROLLED EROSION HYDROMULCH STRAW HYDROSEED 120 LB/ACRE 750 LB/ACRE 2 TON/ACRE 500 LB/ACRE 111 LB/ACRE REMARKS TYPE 2 INSTALLATION FIBER ROLL NETTING TACKIFIER FIBER STRAW FIBER SEED 8" TO 10" DIA TYPE B WOOD WHEAT &/OR BARLEY WOOD MIX 1 EROSION CONTROL (TYPE 1) SEED MIX FIBER ROLLS FIBER ROLLS x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:06 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rtc001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:06 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rte001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 96 96 100 7 8 9 1 2 SEE SHEET EC-2 MATCH LINE 102+50.00 HOT SPRINGS ROAD 21 HOT SPRINGS CREEK EROSION CONTROL PLAN EC-1 SCALE: 1"=20' TO GROVER HOT SPRINGS LINE Exist R/W Exist R/W LEGEND: R/W R/W R/W R/W LEGEND: PLANTINGS TEMPORARY FIBER ROLL TEMPORARY HIGH-VISIBILITY FENCE TEMPORARY SILT FENCE PERMANENT FIBER ROLL EROSION CONTROL (TYPE 1) = EC ENVIRONMENTALLY SENSITIVE AREA (ESA) DIRECTION OF TRAFFIC CONFORM 97+00.00 NOTES: THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. 4. INFORMATION SHOWN IS SCHEMATIC. 3. TEMPORARY CONCRETE WASHOUT TO BE PLACED AS DIRECTED BY THE ENGINEER. 2. RECORD MAPS AT THE COUNTY OFFICE. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY 1. PLANTING VEGETATED ROCK SLOPE PROTECTION 2:1 RATIO OF NEW PLANTING PER EVERGREEN TREE REMOVAL JEFFREY PINE (PINUS JEFFREYI) PLANT (GROUP S) 3:1 RATIO OF NEW PLANTING PER MONTANE RIPARIAN TREE REMOVAL BIG LEAF MAPLE (ACER PLANT (GROUP B) GREATER THAN 6" DBH TREES TO BE REMOVED ---PAGE BREAK--- x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:07 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rte002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 108 3 4 5 6 7 8 SEE SHEET EC-1 MATCH LINE 102+50.00 22 LINE HOT SPRINGS ROAD TO MARKLEEVILLE EROSION CONTROL PLAN EC-2 SCALE: 1"=20' Exist R/W Exist R/W Exist R/W R/W CONFORM 107+66.25 NOTES: THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY. 4. INFORMATION SHOWN IS SCHEMATIC. 3. TEMPORARY CONCRETE WASHOUT TO BE PLACED AS DIRECTED BY THE ENGINEER. 2. RECORD MAPS AT THE COUNTY OFFICE. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY 1. ---PAGE BREAK--- 6' 1' 1' VEGETATION ROCK SLOPE PROTECTION 6.5' 6.5' PLANTING TERRACE x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:07 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rtf001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 23 SECTION BACKFILL RECP (NETTING), TYPE C PUNCH HOLES IN RSP FABRIC ROCK SLOPE PROTECTION EROSION CONTROL DETAILS NO SCALE ECD-1 1. HOLD WOOD MULCH AWAY FROM BASE OF PLANT NOTE: 3" WOOD MULCH FG 2' BACKFILL PLANTINGS WOOD MULCH PLAN BACKFILL DITCH EROSION CONTROL FOR ROADSIDE DITCHES LIMITS OF EROSION CONTROL OG HINGE PLANT (GROUP B) NOTES: 1. SEE EROSION CONTROL SHEETS FOR ADDITION EROSION CONTROL DETAILS. SLOPE PROTECTION VEGETATED ROCK 5.1' PLANT (GROUP B) ---PAGE BREAK--- 24 EROSION CONTROL QUANTITIES ECQ-1 NO SCALE EROSION CONTROL QUANTITIES No. SHEET FROM TO FENCE SILT TEMPORARY FENCE HIGH-VISIBILITY TEMPORARY ROLL FIBER TEMPORARY ENTRANCE CONSTRUCTION TEMPORARY LINE STATION Lt/Rt LINE STATION Lt/Rt SQFT SQFT LF LF LF EA EC-1 97+00.00 Rt 100+07.55 Rt 4,360 4,360 358 EC-1 97+00.00 Lt 100+08.87 Lt 4,680 4,680 385 EC-1 100+33.51 Rt 102+50.00 Rt 2,610 2,610 148 EC-1 100+31.89 Lt 102+50.00 Lt 1,400 1,400 271 EC-2 102+50.00 Rt 107+66.25 Rt 3,950 3,950 500 EC-2 102+50.00 Lt 107+66.25 Lt 2,650 2,650 584 EC-1/EC-2 97+00.00 Lt/Rt 107+66.25 Lt/Rt 2 TOTAL 19,650 19,650 2 PLANT (GROUP S) PLANTING SLOPE PROTECTION VEGETATED ROCK 18 18 16 16 HYDROSEED SQFT 4,360 4,680 2,610 1,400 3,950 2,650 HYDROMULCH 19,650 EA EA SQFT 4,360 4,680 2,610 1,400 3,950 2,650 19,650 STRAW (NETTING) CONTROL PRODUCT ROLLED EROSION FIBER ROLL LF PLANT (GROUP B) 18 18 EA 653 706 294 277 713 599 584 500 271 148 385 358 584 500 271 148 385 358 3,242 2,246 2,246 2,246 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISION No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER TIME PLOTTED DATE PLOTTED 11:25:08 AM 9/29/2021 CHECKED BY DESIGNED BY CALCULATED- REVISED BY DATE REVISED PLANS APPROVAL DATE CONSULTANT FUNCTIONAL SUPERVISOR 00-00-00 USERNAME Krassimir.Panayotov DGN FILE S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Roadway\A01302rtg001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001 BORDER LAST REVISED 7/2/2010 38 10 ALP CR MARKLEEVILLE, CA 96120 50 DIAMOND VALLEY ROAD ALPINE PUBLIC WORKS ALPINE COUNTY PUBLIC WORKS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE COUNTY OF ALPINE OR ITS OFFICERS C62458 RANCHO CORDOVA, CA 95670 11017 COBBLEROCK DRIVE QUINCY ENGINEERING INC JURRENS JASON P. 9/30/2023 DEBBIE BURKETT April 20, 2021 ---PAGE BREAK--- 78'-0" Measured along Line 35'-6" 1'-9" 1'-9" 11'-0" 11'-0" 5'-0" 5'-0" 3'-0" 3'-0" Varies 1'-6" 2'-3" 11'-0" Min 13'-0" 5'-0" 11'-0" 11'-0" 5'-0" 06°36'14" 2'-9" PROFILE GRADE No Scale & 1 2 & 1 2 STAGE II STAGE III STAGE IV 1'-0" 1'-0" 12'-0" To Highway 89 Creek Hot Springs 101+00 1•:1 Abut 2 Datum Elev 5720 100+00 101+00 PG Traffic Traffic +2.40% -9.57% Traffic Bridge Bridge Shld Shld Lane Lane Typ Typ 2:1 State Park To Grover Hot Springs PLAN 1"=10' STAGE CONSTRUCTION 1"=5' TYPICAL SECTION 1"=5' CURVE DATA L = 702.65' T = 646.84' = 128°12'46" R = 314' 100+50 * Elev 5751.02 BB 99+84.00 Elev 5748.58 EB 100+62.00 600' VC per station R/C = +2.00% Elev 5770.15 97+00.00 BVC Elev 5748.64 103+00.00 EVC * Notes: For cut and fill slopes, see Road Plans. see "Foundation Plan" sheet Table and Scour Data Table, For Hydrologic Summary, Pile Data see "Deck Contours" sheet. Plans, and Caltrans Standard Plans, For General Notes, Quantities, Index to 07°31'44" 13'-0" Indicates direction of flow Existing structure 50 yr storm elevation = 5,741.8 100 yr storm elevation = 5,742.3 3" conduit for Telecom Utility at each barrier RSP and contour grading, see Road Plans Structure Approach Type EQ(10) Transition Railing, see Road Plans Paint "Hot Springs Creek Bridge" Paint Bridge "Br No. 31C0022" 6 6 Pullbox 6 Pullbox 6 Pullbox 6 Pullbox 100+00 Line Top of fill Top of fill Top of fill Toe of fill Toe of fill to be removed (Br No. 31C005) Existing Bridge FG Approx OG FG EB BB Line (Type K) Temp Railing (Type K) Temp Railing Line Line (Type K) Railing Temp (Type K) Railing Temp portion construct NB Br portion & Remove Exist construct SB portion Br portion & Remove Exist Exist Structure R = 314' Concrete Slab CIP/PS 3'-0" Closure Pour Toe of fill Toe of fill Toe of fill Toe of fill RSP Bench RSP Bench RSP Bench RSP Bench Deck Closure Pour Type 842, Typ Concrete Barrier Telecom Utility, Typ 3" Dia Conduit for Top of fill 5 4 3 2 1 3 3 3 3 3 3 4 4 5 5 Abut 1 ELEVATION 1"=10' DEPARTMENT OF TRANSPORTATION PREPARED FOR THE TIME PLOTTED DATE PLOTTED 10:16:22 AM 9/29/2021 USERNAME Krassimir.Panayotov PROJECT ENGINEER GENERAL PLAN DESIGN DETAILS QUANTITIES BY CHECKED SPECIFICATIONS CHECKED PLANS AND SPECS COMPARED BY BY LAYOUT S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Bridge\A01302a-a-gp01.dgn FILE DISREGARD PRINTS BEARING EARLIER REVISION DATES BRIDGE NO. SHEET OF CHECKED CHECKED BY BY DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER No TOTAL PROJECT SHEETS POST MILES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 POST MILES FACTOR DESIGN LOAD & RESISTANCE LIVE LOADING: HL93 W/"LOW-BOY"; PERMIT DESIGN VEHICLE completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or The Identity or its officers or agents UNIT: PROJECT NUMBER & PHASE: X X CONTRACT NO.: X X 14 1 REVISION DATES 10 DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.03/14/12) HOT SPRINGS CREEK P. Kenney Alp CR ordering or fabricating any material. controlling field dimensions before The Contractor shall verify all Note: J. Chou ALPINE COUNTY Robert Ferguson 25 38 Markleeville, CA 96120 50 Diamond Valley Road ALPINE COUNTY COMMUNITY DEVELOPMENT 11017 Cobblerock Drive, Suite 100 Rancho Cordova, CA 95670 QUINCY ENGINEERING, INC H. Chou H. Chou J. Chou H. Chou J. Cruz S. Bouzid 31C0022 C. Davis Robert Ferguson C77731 06/30/23 2.69 - 2.71 2.70 K. Gallagher April 20, 2021 ---PAGE BREAK--- 16'-0" 16'-0" DECK CONTOURS ordering or fabricating any material. controlling field dimensions before The Contractor shall verify all Note: Contours do not include camber Contours Intervals = 0.10' X = 10' intervals along station line Notes: DESIGN: DEAD LOAD: LIVE LOADING: y c n = 8 GENERAL NOTES Includes 35 psf for future wearing surface. f = 60 psi HL93 and permit design vehicle DESIGN: SEISMIC CONCRETE: REINFORCED CONCRETE: PRESTRESSED QUANTITIES REVISED STANDARD PLAN SHEET No. DETAIL No. 26 STANDARD PLAN SHEET No. DETAIL No. Edge of deck Edge of deck • Abut 1 • Abut 2 Line 101+00 Approach Slab Structure Approach Slab Structure No Scale ACCELERATION RESPONSE SPECTRA CURVE 0.0 0.5 1.5 2.5 3.5 4.5 4.0 5.0 3.0 2.0 1.0 1.0 1.2 0.2 0.4 0.6 0.8 Period (Sec) Spectral Acceleration, Sa 0.0 1.4 LOADING: SEISMIC See "Prestressing Notes" on "Superstructure Details No. 1" sheet. 2 PLAN 1"=10' Deck Closure Pour RSP RSP and the Caltrans Amendments. AASHTO LRFD Bridge Design Specifications 8th Edition CALTRANS Seismic Design Criteria (SDC), Version 2.0 STANDARD PLANS DATED 2018 Temporary Railing (Type K) Electrical Systems (Structure Pull Box Installations) Concrete Barrier Type 842 Details No. 2 Concrete Barrier Type 842 Details No. 1 Structure Approach Drainage Details Structure Approach Slab Details Structure Approach Slab Type EQ (10) Cast-in-Place Post-Tensioned Girder Details Joint Seals (Maximum Movement Rating = Bridge Details Bridge Details Bridge Details Bridge Details and Backfill - Bridge Limits of Payment for Excavation Legend - Lines and Symbols (Sheet 5 of 5) Legend - Lines and Symbols (Sheet 4 of 5) Legend - Lines and Symbols (Sheet 3 of 5) Legend - Lines and Symbols (Sheet 2 of 5) Legend - Lines and Symbols (Sheet 1 of 5) Abbreviations (sheet 3 of 3) Abbreviations (sheet 2 of 3) Abbreviations (Sheet 1 of 3) T3A ES-9A-E B11-82 B11-81 B9-6 B9-5 B9-4 B8-5 B6-21 B0-13 B0-5 B0-3 B0-1 A62C A10E A10D A10C A10B A10A A3C A3B A3A RSP RSP Concrete Barrier (Type 842) Bridge Removal Bar Reinforcing Steel (Epoxy Coated) (Bridge) Bar Reinforcing Steel (Bridge) Joint Seal (MR = Structural Concrete, Approach Slab Type EQ(10) Structural Concrete, Bridge (Polymer Fiber) Structural Concrete, Bridge Structural Concrete, Bridge Footing Prestressing Cast-In-Place Concrete Drive Steel Pile (HP 12 x 84) Furnish Steel Piling (HP 12 x 84) Temporary Shoring Structure Backfill (Bridge) Structure Excavation (Bridge) 223 LUMP 26,784 28,008 74 24 269 94 60 LUMP 22 896 LUMP 81 112 LF SUM LB LB LF CY CY CY CY SUM EA LF SUM CY CY INDEX TO PLANS Title Sheet No. Log of Test Borings No. 4 Log of Test Borings No. 3 Log of Test Borings No. 2 Log of Test Borings No. 1 Superstructure Details No. 2 Superstructure Details No. 1 Typical Section Abutment Details No. 2 Abutment Details No. 1 Abutment 2 Layout Abutment 1 Layout Foundation Plan Deck Contours General Plan 14 13 12 11 10 9 8 7 6 5 4 3 2 1 100+00 LOAD AND RESISTANCE FACTOR DESIGN Peak Ground Acceleration = 0.48 g Moment Magnitude = 7.2 = 560 m/s 30 Soil Profile Vs f' = 3.6 psi, unless otherwise noted DEPARTMENT OF TRANSPORTATION S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Bridge\A01302a-d-dc01.dgn FILE TIME PLOTTED DATE PLOTTED 10:16:23 AM 9/29/2021 USERNAME Krassimir.Panayotov BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED PREPARED FOR THE PROJECT ENGINEER DISREGARD PRINTS BEARING EARLIER REVISION DATES SHEET OF UNIT: PROJECT NUMBER & PHASE: X X CONTRACT NO.: X X 14 REVISION DATES DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER No TOTAL PROJECT SHEETS POST MILES completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or The Identity or its officers or agents 10 DESIGN DETAIL SHEET (ENGLISH) (REV.03/14/12) HOT SPRINGS CREEK C77731 Alp CR J. Chou ALPINE COUNTY P. Kenney Robert Ferguson 11017 Cobblerock Drive, Suite 100 Rancho Cordova, CA 95670 QUINCY ENGINEERING, INC Markleeville, CA 96120 50 Diamond Valley Road ALPINE COUNTY COMMUNITY DEVELOPMENT 38 H. Chou H. Chou J. Cruz S. Bouzid Robert Ferguson 06/30/23 31C0022 2.70 2.69 - 2.71 April 20, 2021 5748.0 5748.5 5749.0 5749.5 5749.5 5750.0 5750.0 5750.5 5750.5 5751.0 5751.5 ---PAGE BREAK--- DEPARTMENT OF TRANSPORTATION PREPARED FOR THE TIME PLOTTED S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Bridge\A01302a-e-fpl01.dgn DATE PLOTTED 10:16:24 AM 9/29/2021 FILE USERNAME Krassimir.Panayotov GEOTECHNICAL PROFESSIONAL APPROVAL DATE FOUNDATION PLAN PROJECT ENGINEER PHOTOGRAMMETRY AS OF: SURVEYED BY BY CHECKED DRAFTED BY BY FIELD CHECKED ALIGNMENT TIES SCALE: VERT.DATUM HORZ.DATUM CHECKED BY DESIGN DETAILS QUANTITIES BRIDGE NO. USERNAME BY BY CHECKED CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 POST MILE DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER No TOTAL PROJECT SHEETS POST MILES completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or The Identity or its officers or agents 10 DISREGARD PRINTS BEARING EARLIER REVISION DATES SHEET OF UNIT: PROJECT NUMBER & PHASE: X X CONTRACT NO.: X X 14 3 REVISION DATES X FOUNDATION PLAN SHEET (ENGLISH) (REV.03/14/12) Alp CR HOT SPRINGS CREEK ordering or fabricating any material. controlling field dimensions before The Contractor shall verify all Note: ALPINE COUNTY J. Chou P. Kenney Robert Ferguson NAVD 88 NAD 83 N/A J. Wheat, L.S. J. Wheat, L.S. J. Wheat, L.S. B. Maechler H. Chou H. Chou 11017 Cobblerock Drive, Suite 100 Rancho Cordova, CA 95670 QUINCY ENGINEERING, INC ALPINE COUNTY COMMUNITY DEVELOPMENT SEE BENCH MARK 50 Diamond Valley Rd. Markleeville, CA 96120 27 38 J. Cruz S. Bouzid Robert Ferguson C77731 06/30/23 31C0022 2.69 - 2.71 2.70 April 20, 2021 5748 5749 5750 5740 5735 5740 5735 17'-10… " 17'-10‚ " 17'-10• " 17'-10‡ " No Scale CONCRETE STRENGTH AND TYPE LIMITS HYDROLOGIC SUMMARY Water Surface Elev at Bridge (ft) Discharge (cubic feet per second) Frequency (years) 100+00 101+00 5737.00 5737.00 WWLOL WWLOL WWLOL WWLOL N 72°13'04" W • Brg Abut 1 N 72°13'04" W • Brg Abut 2 Sta 109+60.74 Sta 99+85.26 SCOUR DATA TABLE SUPPORT No. CONTRACTION) SCOUR ELEVATION (ft) LONG TERM (DEGRADATION AND SCOUR DEPTH (ft) SHORT TERM (LOCAL) Abut 2 Abut 1 0 0 XXX.XX Indicates battered driven HP pile (not all piles shown) Indicates driven HP pile (not all piles shown) Indicates bottom of footing elevation Legend: Typ 1'-0" No Scale EXCAVATION AND BACKFILL LIMITS OF PAYMENT FOR • Abut Creek Hot Springs NORTHING EASTING ELEVATION DESCRIPTION OFFSET STATION LINE BENCH MARK DATA No. 3 2 1 2023777.95 2023539.33 2023720.36 7182236.73 7182086.72 7182098.68 5746.01 5750.20 5746.76 102+37.82 99+21.67 100+97.43 32.27' Rt 12.58' Rt 26.86' Lt Mag Nail Mag Nail & Shinner 60D Nail PILE DATA TABLE PILE TYPE LOCATION COMPRESSION TENSION Abut 2 Abut 1 0 0 5697 5697 (ft) ELEVATION DESIGN TIP (ft) ELEVATION SPECIFIED TIP HP12x84 HP12x84 PLAN 1"=10' Structural Concrete, Bridge (Polymer Fiber) (f'c = 4.5 ksi at 28 days) 5,739 ,739 5 Indicates Structure Backfill (Bridge) Indicates Structure Excavation (Bridge) (kips) DRIVING RESISTANCE REQUIRED NOMINAL 5741.8 2,027 50 Flood Design 5742.3 2,604 100 Flood Base parties should make their own investigations. said information is not warranted by the County and interested or affected prepared and are shown to meet Federal requirements. The accuracy of Flood plain data based upon information available when the plans were measured from finished grade above top of footing. against local scour and channel migration. Long-term scour elevations are from thalweg. Rock Slope Protection has been provided as a scour countermeasure Note: Unmitigated scour elevation due to long-term channel migration is 4-feet Structural Concrete, Bridge Footing Structural Concrete, Approach Slab Type EQ(10) Structural Concrete, Bridge R = 296.25' R = 331.75' R = 296.25' R = 331.75' R = 314' Line Road Plans RSP, see Drainage area: 18.6 Square Miles 5697, 5697, 5713 5697, 5697, 5713 tension load, lateral load, and tolerable settlement. 2) The Specified Tip Elevation shall not be reaised above the design tip elevations for Settlement, Lateral Load. 1) Design tip elevations for Abutments are controlled by: Compression, Tension, Notes: 300 kips 343 kips 380 410 FG OG Ftg ---PAGE BREAK--- 6'-0" 3'-0" 3'-0" 3'-0" 3'-0" 19'-0" 19'-0" 38'-0" 3'-0" 1'-0" 2 @ 7'-0" = 14'-0" 5'-0" 2 @ 6'-0" = 12'-0" 17'-10‚" 17'-10…" 3'-0" 6" 5" 3" 1'-3" 1'-3" 1'-0" 2" Clr 4'-0" 3'-0" 1'-0" 2 @ 7'-0" = 14'-0" 2 @ 7'-0" = 14'-0" 3" 3" ABUTMENT 1 LAYOUT Line Line FG • Bearing Pad, Typ WWLOL WWLOL Edge of deck Edge of deck DETAIL 1 No Scale Clr Clr 1 6 #5 @ 12 FG Road Plans RSP, see #5 @ 12 #5 @ 12 #6 @ 12 DETAIL 1 Const Jt #4 @ 12 #5 @ 12 #4 @ 12 Structure Approach Expanded B0-13 13-2 Elastomeric Bearing Pad B0-13 13-1 bearing pad same thickness as Expanded #4 x 4'-0" @ 12 BB or EB • Brg Abut Typ Weep hole, Typ B0-3 3-1 A A Top of backwall • Brg Abut 1 approach not shown Conc barriers & structure #5 @ 12 #5 @ 12 1'-6" 1'-6" #5 or Tot 6 Expanded Const Jt Abut seat Abut Backwall 1'-0" joint filler Expansion B6-21 • Ftg • Brg Abut 1 = • Brg Pad Shear Key = • Internal • Brg Pad • Internal Shear Key = Road Plans RSP, see B0-1 Soil Wall N 11°10'42" E Stage III Construction Stage IV Construction 18'-0" along WWLOL, Typ Slab Structure Approach Soil Wall Indicates epoxy coated reinforcement Indicates 6:1 battered pile Indicates vertical pile Legend: E 4 piles shown Not all PLAN ELEVATION FOOTING PLAN SECTION A-A See Note 3 E E 1'-9" 1'-9" 7'-0" 3'-6" 3'-6" outer face of abutment. 4. Remove Expanded 6" from be joined by mechanical couplers. 3. Footing and abutment reinforcement shall see "Abutment Details" sheet. 2. For sections and details not shown, 1. Abutment 1 shown, Abutment 2 similar. Notes: 28 E E E Pad Detail B, Tot 4 (Elastomer only) Bearing Bearing Pads 12x12x2, Steel Reinf Elastomeric Pad Detail A, Tot 4 (Elastomer only) Bearing Bearing Pads 12x12x2, Steel Reinf Elastomeric Const Jt Const Jt Line Const Jt (MR = Type B Joint seal B6-21 See Road Plans 0.40' Class 2 AB, Geocomposite Drain B9-6 B9-5 "Detail C" Const Jt Geocomposite Drain B9-6 B9-4 DEPARTMENT OF TRANSPORTATION S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Bridge\A01302a-f-a01_lo1.dgn FILE TIME PLOTTED DATE PLOTTED 10:16:24 AM 9/29/2021 USERNAME Krassimir.Panayotov BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED PREPARED FOR THE PROJECT ENGINEER DISREGARD PRINTS BEARING EARLIER REVISION DATES SHEET OF UNIT: PROJECT NUMBER & PHASE: X X CONTRACT NO.: X X 14 REVISION DATES DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER No TOTAL PROJECT SHEETS POST MILES completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or The Identity or its officers or agents 10 DESIGN DETAIL SHEET (ENGLISH) (REV.03/14/12) HOT SPRINGS CREEK C77731 Alp CR J. Chou ALPINE COUNTY P. Kenney Robert Ferguson 11017 Cobblerock Drive, Suite 100 Rancho Cordova, CA 95670 QUINCY ENGINEERING, INC Markleeville, CA 96120 50 Diamond Valley Road ALPINE COUNTY COMMUNITY DEVELOPMENT 38 H. Chou H. Chou J. Cruz S. Bouzid Robert Ferguson 06/30/23 31C0022 2.70 2.69 - 2.71 April 20, 2021 ---PAGE BREAK--- 1'-0" 3'-0" 3'-0" 3'-0" 3'-0" 6'-0" 4'-0" 3'-0" 19'-0" 19'-0" 38'-0" 3'-0" 2 @ 6'-0" = 12'-0" 2 @ 7'-0" = 14'-0" 17'-10‡" 17'-10•" 2 @ 7'-0" = 14'-0" 5'-0" 1'-0" 3'-0" 1'-0" 2" Clr 1'-9" 13'-0" 13'-0" 2 @ 7'-0" = 14'-0" 3" ABUTMENT 2 LAYOUT Line Line FG • Bearing Pad, Typ Edge of deck B0-3 3-1 Top of backwall Line WWLOL Edge of deck • Brg Abut 2 approach not shown Conc barriers & structure WWLOL • Ftg • Brg Abut 2 = #4 Tot 2 #4 @ 18 #9 Tot 2 • Brg Abut FG Road Plans RSP, see not shown Conc Barrier B B extend into Ftg #5 Tot 5, WWLOL Typ #4 @ 18 #5 @ 18 #9 Tot 2 #8 @ 9 not shown Handrailing RSP, see Road Plans • Brg Pad Shear Key = • Internal • Brg Pad • Internal Shear Key = B0-1 N 25°27'33" E Soil Wall Stage III Construction Stage IV Construction 18'-0" along WWLOL, Typ Slab Structure Approach #9 Tot 2 Structure Approach Slab Indicates epoxy coated reinforcement Indicates 6:1 battered pile Indicates vertical pile Legend: E E E piles shown Not all outside face #5 @ 18 inside face #8 @ 9 FG E #9 Tot 2 5 PLAN ELEVATION FOOTING PLAN SECTION B-B WINGWALL ELEVATION E E See Note 3 A A E E 1'-9" 1'-9" 7'-0" 3'-6" 3'-6" outer face of abutment. 4. Remove Expanded 6" from be joined by mechanical couplers. 3. Footing and abutment reinforcement shall see "Abutment Details" sheet. 2. For sections and details not shown, 1. Abutment 2 shown, Abutment 1 similar. Notes: 29 Pad Detail A, Tot 4 (Elastomer only) Bearing Bearing Pads 12x12x2, Steel Reinf Elastomeric Pad Detail B, Tot 4 (Elastomer only) Bearing Bearing Pads 12x12x2, Steel Reinf Elastomeric Const Jt Const Jt Const Jt Type 842 Conc Barrier B11-80 RSP Weep hole, Typ #4 Tot 2 B9-6 Geocomposite Drain DEPARTMENT OF TRANSPORTATION S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Bridge\A01302a-f-a02_lo1.dgn FILE TIME PLOTTED DATE PLOTTED 10:16:25 AM 9/29/2021 USERNAME Krassimir.Panayotov BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED PREPARED FOR THE PROJECT ENGINEER DISREGARD PRINTS BEARING EARLIER REVISION DATES SHEET OF UNIT: PROJECT NUMBER & PHASE: X X CONTRACT NO.: X X 14 REVISION DATES DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER No TOTAL PROJECT SHEETS POST MILES completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or The Identity or its officers or agents 10 DESIGN DETAIL SHEET (ENGLISH) (REV.03/14/12) HOT SPRINGS CREEK C77731 Alp CR J. Chou ALPINE COUNTY P. Kenney Robert Ferguson 11017 Cobblerock Drive, Suite 100 Rancho Cordova, CA 95670 QUINCY ENGINEERING, INC Markleeville, CA 96120 50 Diamond Valley Road ALPINE COUNTY COMMUNITY DEVELOPMENT 38 H. Chou H. Chou J. Cruz S. Bouzid Robert Ferguson 06/30/23 31C0022 2.70 2.69 - 2.71 April 20, 2021 ---PAGE BREAK--- 1'-0" 2" Clr 3'-0" 2'-9" Deck 1'-4" 3'-0" #4 x Tot 3 #4 x Tot 3 B0-13 13-1 D D WWLOL Abut Reinf • Brg Abut Min 3" Chamfer #6 @ 9 8'-0" Soil Wall Reinf #9 @ 9 Abut Reinf • Brg Abut Structure Approach • Brg Abut FG Road Plans RSP, see #4 Tot 2 #4 @ 18 #9 Tot 2 F F Structure Approach #4 Tot 2 Typ #4 @ 18 #9 @ 9 #9 Tot 2 • Brg Pad • Shear key = #5 Tot 3 P/S duct, Typ per shear key #5 Tot 2 #5 Tot 4 B0-13 13-1 B0-13 13-1 as Brg pads same thickness Expanded #5 or Tot 6 #5 or Tot 6 2" Expanded - 3" Expanded outside face inside face & #9 @ 9 B0-13 13-1 - 3" Expanded Const Jt 6 Abutment 2 similar. Abutment 1 shown, Note: E Indicates epoxy coated reinforcement Legend: EXTERNAL SHEAR KEY ELEVATION INTERNAL SHEAR KEY ELEVATION SECTION D-D SECTION E-E SECTION F-F SOIL WALL ELEVATION 30 centered on Shear Key #8 x Tot 6 Superstructure Reinf Abut Reinf #5 @ 12, Tot 5 footing extend into #5 Tot 5 #9 @ 9 Note: Shown for Abut 1, Abut 2 similar ABUTMENT DETAILS No. 1 face, extend into Ftg #5 Tot 5 outside #5 #5 cont, Tot 6 reinforcement shown Note: Not all wingwall #5 Tot 5 into Ftg Tot 2 #8 @ 9 Tot 5 Exclude hook #4 x Tot 3 B9-6 Geocomposite Drain Geocomposite Drain B9-6 B9-6 Geocomposite Drain is shown reinforcement wingwall Note: Not all Wingwall Reinf #9 Tot 2 #9 Tot 2 DEPARTMENT OF TRANSPORTATION S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Bridge\A01302a-f-b01dt01.dgn FILE TIME PLOTTED DATE PLOTTED 10:16:26 AM 9/29/2021 USERNAME Krassimir.Panayotov BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED PREPARED FOR THE PROJECT ENGINEER DISREGARD PRINTS BEARING EARLIER REVISION DATES SHEET OF UNIT: PROJECT NUMBER & PHASE: X X CONTRACT NO.: X X 14 X REVISION DATES DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER No TOTAL PROJECT SHEETS POST MILES completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or The Identity or its officers or agents 10 DESIGN DETAIL SHEET (ENGLISH) (REV.03/14/12) HOT SPRINGS CREEK C77731 Alp CR J. Chou ALPINE COUNTY P. Kenney Robert Ferguson 11017 Cobblerock Drive, Suite 100 Rancho Cordova, CA 95670 QUINCY ENGINEERING, INC Markleeville, CA 96120 50 Diamond Valley Road ALPINE COUNTY COMMUNITY DEVELOPMENT 38 H. Chou H. Chou J. Cruz S. Bouzid Robert Ferguson 06/30/23 31C0022 2.70 2.69 - 2.71 April 20, 2021 ---PAGE BREAK--- LIMITS OF STRUCTURAL CONCRETE, LIMITS OF STRUCTURAL CONCRETE, PAY LIMITS OF 31 ABUTMENT DETAILS No. 2 7 SECTION B-B NO SCALE BB OR EB FG DRAIN GEOCOMPOSITE CAP END WINGWALL END OF END OF STRUCTURE APPROACH SLAB 2 APPROACH SLAB TYPE EQ(10) PLASTIC PIPE 3" SLOTTED DRAINAGE PAD CONCRETE 2" all around Typ ˆ" thick, Typ Galv sheet metal B0-13 13-1 • Bearing Pad • Bearing Pad Tot 4 per  x 6" stud to pad Bond  •x12x 1'-0" Typ bearing pad, see Note 1 same thickness as Expanded 5" 3" 60° 2" Dia holes #6 Tot 2 1'-8" 1'-8" E SECTION B-B NO SCALE BB OR EB FG DRAIN GEOCOMPOSITE CAP END BARRIER DRAIN GEOCOMPOSITE APPROACH STRUCTURE WINGWALL END OF END OF STRUCTURE APPROACH SLAB TOE OF SLOPE A A NO SCALE SLAB APPROACH STRUCTURE END OF WINGWALL B B WINGWALL END CAP SEE "DETAIL B" TRANSVERSE JOINT, WINGWALL CLASS 2 AB 2 APPROACH SLAB TYPE EQ(10) PLASTIC PIPE 3" SLOTTED B B PLASTIC PIPE, Typ 3" SLOTTED DRAINAGE SYSTEM DRAINAGE PAD CONCRETE WALL SOIL B9-6 No Scale Bearing Pad BEARING PAD DETAIL B Bearing Pad BEARING PAD DETAIL A No Scale placing sheet metal. Pad with grease prior to Coat top of Bearing placing sheet metal. Pad with grease prior to Coat bottom of Bearing thick, Typ metal ˆ" Galv sheet Level Typ Typ 3" 3" Level Typ Typ 3" 3" STEEL PILE ANCHOR PLAN ELEVATION 5" No Scale of Ftg Bottom SECTION A-A NO SCALE PLASTIC PIPE 3" UNSLOTTED FG 2. 1. SEE "DRAINAGE DETAILS" E Indicates epoxy coated reinforcement Legend: bends is not required to be slotted. minimum radius. Plastic pipe used for All bends in plastic pipe must have 3'-0" not shown, see Standard Plans. For structural approach and other details NOTES: STRUCTURE APPROACH DRAINAGE PLAN Geocomposite Drain DEPARTMENT OF TRANSPORTATION S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Bridge\A01302a-f-b01dt02.dgn FILE TIME PLOTTED DATE PLOTTED 10:16:27 AM 9/29/2021 USERNAME Krassimir.Panayotov BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED PREPARED FOR THE PROJECT ENGINEER DISREGARD PRINTS BEARING EARLIER REVISION DATES SHEET OF UNIT: PROJECT NUMBER & PHASE: X X CONTRACT NO.: X X 14 X REVISION DATES DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER No TOTAL PROJECT SHEETS POST MILES completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or The Identity or its officers or agents 10 DESIGN DETAIL SHEET (ENGLISH) (REV.03/14/12) HOT SPRINGS CREEK C77731 Alp CR J. Chou ALPINE COUNTY P. Kenney Robert Ferguson 11017 Cobblerock Drive, Suite 100 Rancho Cordova, CA 95670 QUINCY ENGINEERING, INC Markleeville, CA 96120 50 Diamond Valley Road ALPINE COUNTY COMMUNITY DEVELOPMENT 38 H. Chou H. Chou J. Cruz S. Bouzid Robert Ferguson 06/30/23 31C0022 2.70 2.69 - 2.71 April 20, 2021 ---PAGE BREAK--- 11'-0" 5'-0" 11'-0" 5'-0" 1'-9" 5 @ 1'-9" = 8'-9" 6 @ 2'-0" = 12'-0" 1'-3" 2• " Clr 2• " Clr 2• " Clr 4" Min 9" 1'-0" 1'-6" Stage IV Construction Stage III Construction 35'-6" 1'-0" 1'-9" 1'-0" 1'-6" 1'-9" 1'-6" 1'-6" 1'-9" TYPICAL SECTION Type 842, Typ Conc Barrier PG Typ parallel to • Abut 1 & 2 #5 @ 12 spaced Typ Details No. 1" sheet #5 see "Superstructure 1'-0" Typ • P/S ducts, Typ not shown Conc Barrier Typ and one below duct at all locations hook. Place one above duct alternate sides for 135° hook around stirrup legs, #4 @ 24 #4 @ 12, Typ 1'-0" 1'-0" Groove, Typ ƒ" Drip Line Line • Bridge = Deck Closure Pour #5 Tot 7 • Brg Abut 1 or Abut 2 and grillage anchorage P/S recess B8-5 8'-0" 2'-6" 4" clear P/S anchorage can be adjusted to Line. Stirrups space normal to place parallel and #6 @ 12 & Var P/S duct, Typ Main deck Reinf Main deck Reinf E E E E E Indicates epoxy coated reinforcement Legend: #5 Tot 4 per duct, Typ #5 Tot 2 per duct, Typ E E TYPICAL SECTION END DIAPHRAGM SECTION DETAILS • P/S duct, Typ E per side, Typ #5 Cont, Tot 8 leg (right edge ducts) hook tie around stirrup Place against duct and #4 @ 24 Details No. 2" sheet. Deck Closure Pour see "Superstructure 2. For Bridge Removal, Temporary Railing, and and space along Line. reinforcement parallel to centerline bearing 1. Place transverse top and bottom slab Notes: #6 Tot 1 per outside bay, Typ #6 #6 #5 Cont, Tot 5 per side, Typ inside bay, Typ #6 Tot 2 per #4 @ 12 E 1'-0" #4 @ 12 1'-0" RSP FALSEWORK RELEASE 32 2'-9" been released. than 60 days after the falsework has Closure pour shall not be placed sooner as permitted by the specifications. Falsework shall be released as soon Alternative 1: 0.75 times those shown. Release Alternative 2 is used, camber values are the falsework has been released. When Falsework pour shall not be placed sooner than 14 days after after the last concrete has been placed. Closure Falsework shall not be released less than 28 days Alternative 2: 8 E E E B11-80 B11-80 RSP Telecom Utility, Typ 3" Dia Conduit for parallel to • Abut 1 and 2 #5 @ 12 spaced leg (right edge ducts) hook tie around stirrup Place against duct and #4 @ 24 E E DEPARTMENT OF TRANSPORTATION S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Bridge\A01302a-k-ts01.dgn FILE TIME PLOTTED DATE PLOTTED 10:16:29 AM 9/29/2021 USERNAME Krassimir.Panayotov BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED PREPARED FOR THE PROJECT ENGINEER DISREGARD PRINTS BEARING EARLIER REVISION DATES SHEET OF UNIT: PROJECT NUMBER & PHASE: X X CONTRACT NO.: X X 14 REVISION DATES DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER No TOTAL PROJECT SHEETS POST MILES completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or The Identity or its officers or agents 10 DESIGN DETAIL SHEET (ENGLISH) (REV.03/14/12) HOT SPRINGS CREEK C77731 Alp CR J. Chou ALPINE COUNTY P. Kenney Robert Ferguson 11017 Cobblerock Drive, Suite 100 Rancho Cordova, CA 95670 QUINCY ENGINEERING, INC Markleeville, CA 96120 50 Diamond Valley Road ALPINE COUNTY COMMUNITY DEVELOPMENT 38 H. Chou H. Chou J. Cruz S. Bouzid Robert Ferguson 06/30/23 31C0022 2.70 2.69 - 2.71 April 20, 2021 ---PAGE BREAK--- 0.5 L 0.5 L @ 12 1'-3" 1'-3" SUPERSTRUCTURE DETAILS NO. 1 Left Structure Stage IV No Scale LONGITUDINAL SECTION parabolic curve between points shown CG of cable path is a #5 Stirrup spacing • P/S ducts, Typ blockouts, Typ P/S anchorage • Abut 2 • Abut 1 of no movement Theoretical point • Brg Abut 1 • Brg Abut 2 Indicates epoxy coated reinforcement Legend: E along Line. reinforcement perpendicular to and spaced 3. Place transverse top and bottom slab "Superstructure Details No. 2" sheet. 2. For "DETAIL 2" and "DETAIL see see "Typical Section" sheet. 1. For top and bottom slab reinforcement, Notes: E Right Structure Stage III 8 … in jack P Anchor Set Total Number of Ducts Distribution of prestress force (Pjack) between ducts shall not exceed the ratio of 10:9 shall not exceed 300 kips. Contractor shall submit elongation calculations based on initial stress at c ci PRESTRESSING NOTES Maximum final force variation between ducts K = 6 Concrete: f' = 4,500 psi @ 28 days f' = 3,500 psi @ time of stressing = 15 = 0.0002 = … in See "DETAIL Typ See "DETAIL Typ Top and bottom slab Reinf 100+00 100+50 PLAN 1"=5' 7,744 kips 270 ksi Low Relaxation Strand: 33 9 Deck Closure Pour Deck Closure Pour = 5,808 kips = 0.95 times jacking stress. Jacking may be performed from either Abutment. 6 „ " DEPARTMENT OF TRANSPORTATION S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Bridge\A01302a-m-lsec.dgn FILE TIME PLOTTED DATE PLOTTED 10:16:29 AM 9/29/2021 USERNAME Krassimir.Panayotov BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED PREPARED FOR THE PROJECT ENGINEER DISREGARD PRINTS BEARING EARLIER REVISION DATES SHEET OF UNIT: PROJECT NUMBER & PHASE: X X CONTRACT NO.: X X 14 X REVISION DATES DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER No TOTAL PROJECT SHEETS POST MILES completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or The Identity or its officers or agents 10 DESIGN DETAIL SHEET (ENGLISH) (REV.03/14/12) HOT SPRINGS CREEK C77731 Alp CR J. Chou ALPINE COUNTY P. Kenney Robert Ferguson 11017 Cobblerock Drive, Suite 100 Rancho Cordova, CA 95670 QUINCY ENGINEERING, INC Markleeville, CA 96120 50 Diamond Valley Road ALPINE COUNTY COMMUNITY DEVELOPMENT 38 H. Chou H. Chou J. Cruz S. Bouzid Robert Ferguson 06/30/23 31C0022 2.70 2.69 - 2.71 April 20, 2021 ---PAGE BREAK--- 1'-6" 9" 3" 3'-0" 3" Clr #5 Tot 4 #4 Tot 3 #5 Tot 4 SUPERSTRUCTURE DETAILS NO. 2 • Exist Br Exist Br removal Limits of Stage II B8-5 B8-5 Edge of deck Edge of deck #5 Tot 2 #5 Tot 2 3'-0" 3'-0" 3'-0" 3'-0" T3A Indicates epoxy coated reinforcement Legend: E P/S duct, Typ Transverse Reinf Main deck Reinf Reinf at closure pour bottom transverse deck Lap splice top and Line deck Reinf with transverse #5 @ 12 lap Typ E DECK CLOSURE POUR EXISTING BRIDGE REMOVAL PORTION DETAIL 2 DETAIL 3 E E E #6 Cont, Tot 4 per side Stage III new Br construction Stage II Exist Br removal • Brg Abut 1 similar • Brg Abut 2 shown, • Brg Abut 2 similar • Brg Abut 1 shown, • P/S Duct, Typ • P/S Duct, Typ Slab Reinf Slab Reinf #6 x 5'-6" @ 6 #6 x 5'-6" @ 6 34 No Scale Note: Does not include allowance for falsework settlement Abut 2 ƒ span • span ‚ span Abut 1 Profile Line CAMBER DIAGRAM Camber Line 0.045' 0.041' 0.061' 0' 0' 10 See Road Plans pin to existing deck Temp Railing (Type E E DEPARTMENT OF TRANSPORTATION S:\Client\Alpine\A01-302 Hot Springs Creek\CAD\Bridge\A01302a-u-miscdt01.dgn FILE TIME PLOTTED DATE PLOTTED 10:16:30 AM 9/29/2021 USERNAME Krassimir.Panayotov BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED PREPARED FOR THE PROJECT ENGINEER DISREGARD PRINTS BEARING EARLIER REVISION DATES SHEET OF UNIT: PROJECT NUMBER & PHASE: X X CONTRACT NO.: X X 14 REVISION DATES DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVIL R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A REGISTERED CIVIL ENGINEER No TOTAL PROJECT SHEETS POST MILES completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or The Identity or its officers or agents 10 DESIGN DETAIL SHEET (ENGLISH) (REV.03/14/12) HOT SPRINGS CREEK C77731 Alp CR J. Chou ALPINE COUNTY P. Kenney Robert Ferguson 11017 Cobblerock Drive, Suite 100 Rancho Cordova, CA 95670 QUINCY ENGINEERING, INC Markleeville, CA 96120 50 Diamond Valley Road ALPINE COUNTY COMMUNITY DEVELOPMENT 38 H. Chou H. Chou J. Cruz S. Bouzid Robert Ferguson 06/30/23 31C0022 2.70 2.69 - 2.71 April 20, 2021 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK---