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REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 TITLE SHEET MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 i COUNTY OF ALPINE CONTRACTOR'S LICENSE CLASSIFICATION: Bidders shall be properly licensed to perform the Work pursuant to the State Contractor's License Act (Business and Professions Code section 7000 et seq.) and shall possess a CLASS A LICENSE or equivalent combination of Classes required by the categories and type of Work included in the Contract Documents and Plans. If the Contractor possesses a Class A license instead of the equivalent combination of Classes required by the categories and type of work included in the Contract Documents and Plans, then the Contractor or a subcontractor must also possess a CLASS C27 "Landscaping Contractor" license. Failure of the successful Bidder to obtain proper and adequate licensing for an award of the Contract shall constitute a failure to execute the Contract, and forfeiture as provided under that section. NTS * CALL BEFORE YOU DIG * CONTACT UNDERGROUND SERVICE ALERT (USA) 1-[PHONE REDACTED] PRIOR TO ANY CONSTRUCTION WORK 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 ALPINE COUNTY PUBLIC WORKS DEPARTMENT 50 DIAMOND VALLEY ROAD MARKLEEVILLE, CA 96120 PHONE: [PHONE REDACTED] FAX: [PHONE REDACTED] OWNER: ENGINEER: PROJECT SPONSOR: ALPINE WATERSHED GROUP 270 LARAMIE STREET MARKLEEVILLE, CA 96120 PHONE: [PHONE REDACTED] CHAIRMAN - BOARD OF SUPERVISORS DATE DIRECTOR OF PUBLIC WORKS R.C.E. DATE DATE R.C.E. PROJECT ENGINEER 95% PLANS NOT FOR CONSTRUCTION T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Title Index and Notes Sheets.dwg, 4/2/2014 11:29:00 AM, DWG To PDF.pc3 ---PAGE BREAK--- GENERAL NOTES 1. ALL IMPROVEMENTS SHALL BE ACCOMPLISHED UNDER THE APPROVAL, INSPECTION, AND TO THE SATISFACTION OF ALPINE COUNTY. IMPROVEMENT CONSTRUCTION SHALL COMPLY WITH THESE PLANS AND THE 2010 CALTRANS STANDARD PLANS, UNLESS NOTED OTHERWISE. ALL REFERENCES TO THE "STANDARD SPECIFICATIONS" SHALL MEAN THE 2010 CALTRANS STANDARD SPECIFICATIONS . CONSTRUCTION NOT SPECIFIED ON THESE PLANS OR IN SPECIFIC STATE, REGIONAL, OR LOCAL ORDINANCES SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS OBLIGATED TO BE FAMILIAR WITH APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS NOT DISCUSSED IN THE GENERAL NOTES. THE CONTRACT SPECIAL PROVISIONS SHALL SUPERSEDE THOSE OF THE STANDARD SPECIFICATIONS WHERE DISCREPANCIES OCCUR. 2. CONSTRUCTION HOURS SHALL BE WEEKDAYS BETWEEN 8:00 A.M. AND 6:30 P.M. UNLESS PRIOR APPROVAL IS RECEIVED FROM ALPINE COUNTY. 3. THE LOCATIONS AND EXTENT OF EXISTING UNDERGROUND UTILITIES IN THE WORK AREA AS SHOWN ARE APPROXIMATE AND ARE NOT NECESSARILY COMPLETE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE EXISTING UTILITIES BASED UPON AVAILABLE RECORDS. THE CONTRACTOR SHALL DETERMINE THE TYPE, LOCATION, SIZE, AND/OR DEPTH OF THE EXISTING UTILITIES WITHIN THE WORK AREA BEFORE COMMENCING WORK. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 642-2444 AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION. SEE SPECIAL PROVISIONS FOR CONTRACTOR NOTIFICATION REQUIREMENTS. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR DAMAGED UTILITIES. 4. UNLESS NOTED OTHERWISE ON THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE, PLACE, AND MAINTAIN ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, PILOT CAR, OR OTHER DEVICES NECESSARY TO CONTROL TRAFFIC THROUGH THE CONSTRUCTION AREA AND FOR PUBLIC SAFETY IN ACCORDANCE WITH THESE PLANS, THE CALTRANS STANDARD PLANS AND SPECIFICATIONS, FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CURRENT EDITION . 6. THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND FURTHER AGREES THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS IN ACCORDANCE WITH THE PROVISIONS OUTLINED BY THE PROJECT CONTRACT AND STANDARD SPECIFICATIONS. 7. THE CONTRACTOR SHALL MAINTAIN A SET OF PLANS ON THE JOB SHOWING "AS-CONSTRUCTED" CHANGES MADE TO DATE. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUPPLY TO ALPINE COUNTY A SET OF PLANS, MARKED UP TO THE SATISFACTION OF ALPINE COUNTY, REFLECTING THE AS-CONSTRUCTED MODIFICATIONS. 8. ALL CONTROL STATIONING AND DATA DIMENSIONING ARE REFERENCED TO THE CENTERLINE OF THE FACILITY SHOWN UNLESS OTHERWISE NOTED. 9. AT NO TIME SHALL THE CONTRACTOR UNDERTAKE TO CLOSE OFF ANY EXISTING UTILITY LINES OR OPEN VALVES OR TAKE ANY OTHER ACTION WHICH WOULD AFFECT THE OPERATION OF EXISTING WATER OR SEWER SYSTEMS WITHOUT PRIOR APPROVAL FROM ALPINE COUNTY. APPROVAL SHALL BE REQUESTED AT LEAST 48 HOURS IN ADVANCE OF THE TIME THAT THE INTERRUPTION OF THE EXISTING SYSTEM IS REQUIRED. ANY INTERRUPTION OF SERVICE TO ACTIVE WATER OR SEWER SERVICES, INCLUDING FIRE HYDRANTS, WHETHER INTENTIONAL OR NOT, MUST BE KEPT TO A MINIMUM TIME PERIOD. IF SERVICE TO BUILDINGS IS TO BE OFF FOR MORE THAN FOUR HOURS, THE CONTRACTOR MUST ADVISE ALPINE COUNTY. 10. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM PREVENTIVE DUST CONTROL MEASURES TO ENSURE THAT DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK IS CONTROLLED IN CONFORMANCE WITH STATE, COUNTY, AND LOCAL ORDINANCES. SEE SPECIAL PROVISIONS REGARDING SWEEPING, DUST CONTROL AND TRACKING REQUIREMENTS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL TEMPORARY EROSION CONTROL MEASURES. THE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN THE CONTRACTOR SHALL CONTACT ALPINE COUNTY PRIOR TO THE COMMENCEMENT OF WORK FOR A PRE-GRADING INSPECTION OF THE INSTALLED TEMPORARY EROSION CONTROL FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PERFORMANCE OF THE TEMPORARY EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT. SEE SPECIAL PROVISIONS REGARDING TEMPORARY EROSION CONTROL FACILITY REMOVAL. 12. CONSTRUCTION LIMITS SHOWN ON THE PLANS DELINEATE BOUNDARIES FOR THE CONTRACTOR'S OPERATIONS. CONSTRUCTION LIMIT FENCING SHALL BE ERECTED ALONG THESE BOUNDARIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. WITHIN THE CONSTRUCTION LIMITS, EXISTING VEGETATION SHALL BE PROTECTED TO THE EXTENT FEASIBLE. ALL EXISTING TREES SHALL BE PROTECTED UNLESS SHOWN ON THE PLANS TO BE REMOVED. 13. THE CONTRACTOR SHALL USE ONLY DESIGNATED SPECIFIC SITES FOR STORAGE OF EQUIPMENT AND MATERIALS AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF ALL EQUIPMENT AND MATERIALS. NO MATERIALS SHALL BE STOCKPILED AND NO CONSTRUCTION EQUIPMENT SHALL BE PARKED ON CONCRETE OR ASPHALT SURFACES OWNED BY ALPINE COUNTY. 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTOR(S) TO EXAMINE THE PROJECT SITE PRIOR TO THE OPENING OF BID PROPOSALS. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, SUCH AS THE NATURE AND LOCATION OF THE WORK AND THE GENERAL AND LOCAL CONDITIONS, PARTICULARLY THOSE AFFECTING THE AVAILABILITY OF TRANSPORTATION, THE DISPOSAL, HANDLING, AND STORAGE OF MATERIALS, AVAILABILITY OF LABOR, WATER, ELECTRICITY, ROADS, THE UNCERTAINTIES OF WEATHER, THE CONDITIONS OF THE GROUND, SURFACE AND SUBSURFACE MATERIALS, THE EQUIPMENT AND FACILITIES NEEDED PRIMARILY FOR AND DURING THE PERFORMANCE OF THE WORK, AND THE COSTS THEREOF. ANY FAILURE BY THE CONTRACTOR AND SUBCONTRACTOR(S) TO ACQUAINT HIMSELF WITH ALL THE AVAILABLE INFORMATION WILL NOT RELIEVE HIM FROM RESPONSIBILITY FOR PROPERLY ESTIMATING THE DIFFICULTY AND COST OF SUCCESSFULLY PERFORMING THE WORK. 15. ELEVATIONS SHOWN ON THE PLANS FOR PIPE INVERTS, TOPS OF BANKS,THALWEGS ,GRADE CONTROLS, ETC., ARE BASED UPON THE TOPOGRAPHIC INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL NECESSARY SURFACE ELEVATIONS IN THE FIELD AND NOTIFY ALPINE COUNTY OF ANY DISCREPANCIES, WHICH MIGHT AFFECT PROPER OPERATION OF THE NEW FACILITIES BEFORE BREAKING GROUND AND PRIOR TO FACILITY INSTALLATION. ALPINE COUNTY SHALL BE CONTACTED IN THE EVENT ELEVATIONS ARE INCORRECT SO THAT THE PROPER ADJUSTMENTS CAN BE MADE PRIOR TO THE INSTALLATION OF THE FACILITIES. 16. ALL CONSTRUCTION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH THE PLANS APPROVED BY THE LAHONTAN REGIONAL WATER QUALITY BOARD. 17. REPLANTING OF ALL EXPOSED SURFACES, IN ACCORDANCE WITH THE PLANTING PLANS SHALL BE ACCOMPLISHED WITHIN THE FIRST CONSTRUCTION SEASON FOLLOWING DISTURBANCE, UNLESS AN APPROVED CONSTRUCTION/INSPECTION SCHEDULE IS ESTABLISHED OTHERWISE. 18. SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED OFF THE CONSTRUCTION SITE. GRADING OPERATIONS SHALL CEASE IN THE EVENT THAT A DANGER OF VIOLATING THIS CONDITION EXISTS. 19. LOOSE SOIL MOUNDS OR SURFACES SHALL BE PROTECTED FROM WIND OR WATER EROSION BY BEING APPROPRIATELY COVERED WHEN CONSTRUCTION IS NOT IN ACTIVE PROGRESS OR WHEN REQUIRED BY THE OVERSEEING ENGINEER. 20. EXCAVATED MATERIAL SHALL BE STORED UPGRADE FROM THE EXCAVATED AREAS TO THE EXTENT POSSIBLE NO MATERIAL SHALL BE STORED IN ANY UNDISTURBED STREAM ENVIRONMENT ZONE OR WET AREAS. 21. ONLY EQUIPMENT OF A SIZE AND TYPE THAT, UNDER PREVAILING SITE CONDITIONS, AND CONSIDERING THE NATURE OF THE WORK TO BE PERFORMED, WILL DO THE LEAST AMOUNT OF DAMAGE TO THE ENVIRONMENT SHALL BE USED. 27. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE ,ALL PERMITS, LICENSES, INSURANCE POLICIES, ETC., NOT ALREADY OBTAINED BY ALPINE COUNTY, AS MAY BE NECESSARY TO COMPLY WITH STATE AND LOCAL LAWS ASSOCIATED WITH THE PERFORMANCE OF THE WORK. SEE SPECIAL PROVISIONS. 28. THE CONTRACTOR IS RESPONSIBLE TO REVIEW THE CONTRACT DOCUMENTS FOR ALL SUBMITTALS REQUIRED FOR ALPINE COUNTY'S REVIEW AND ACCEPTANCE. 29. THE CONSULTANT TEAM AND OVERSEEING ENGINEER RESPONSIBLE FOR PREPARATION OF THESE PLANS AND SPECIFICATIONS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE CONSULTANT TEAM AND OVERSEEING ENGINEER RESPONSIBLE FOR PREPARATION OF THESE PLANS. 30. NO TREES OR WETLAND VEGETATION SHALL BE REMOVED UNLESS THEY ARE SHOWN AND NOTED TO BE REMOVED ON THE PLANS, OR AS DIRECTLY SPECIFIED ON-SITE BY THE PROJECT MANAGEMENT STAFF. ALL TREES CONFLICTING WITH GRADING SHALL BE TRIMMED. NO GRADING SHALL TAKE PLACE WITHIN THE DRIP LINE OF TREES NOT TO BE REMOVED UNLESS OTHERWISE APPROVED. 31. IF, DURING CONSTRUCTION, ARCHAEOLOGICAL REMAINS ARE ENCOUNTERED, CONSTRUCTION IN THE VICINITY SHALL BE HALTED, THE STATE HISTORIC PRESERVATION OFFICE AND ALPINE COUNTY SHALL BE NOTIFIED IMMEDIATELY. 32. PERMIT CONDITIONS MAY CONTAIN SPECIFIC REQUIREMENTS FOR THE CONTROL OF OFF-SITE TURBIDITY FROM PROJECT OPERATIONS. TURBIDITY WILL BE MONITORED ON A FREQUENT BASIS BY THE PROJECT MANAGEMENT AND INSPECTION STAFF ON-SITE. TURBIDITY AMOUNTS IN EXCESS OF THE PERMITTED AMOUNT AND/OR DURATIONS WILL CAUSE WORK TO BE STOPPED UNTIL IMPROVED PRACTICES ARE IN EFFECT AND THE PROBLEMS CONTROLLED. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ANY PROJECT DELAYS THAT OCCUR BY NATURE OF THIS FAILURE TO ADEQUATELY CONTAIN SEDIMENT ON-SITE. 33. ALL CONSTRUCTION SITES SHALL BE WINTERIZED UPON CONSTRUCTION COMPLETION, TO REDUCE THE WATER QUALITY IMPACTS ASSOCIATED WITH WINTER WEATHER AS FOLLOWS: TEMPORARY EROSION CONTROLS SHALL BE INSTALLED; TEMPORARY VEGETATION PROTECTION FENCING SHALL BE INSTALLED; DISTURBED AREAS SHALL BE STABILIZED; ON-SITE CONSTRUCTION SLASH AND DEBRIS SHALL BE CLEANED UP AND REMOVED; WHERE FEASIBLE, MECHANICAL STABILIZATION AND DRAINAGE IMPROVEMENTS SHALL BE INSTALLED; AND SPOIL PILES SHALL BE REMOVED FROM THE SITE. 34. THE PROJECT SHALL BE SUBJECT TO INSPECTIONS BY ANY PERMITTING, REGULATORY, OR FUNDING AGENCY AT ANY TIME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE PROJECT AREA ACCESSIBLE FOR INSPECTION PURPOSES. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMITTING, REGULATORY, AND FUNDING AGENCIES. 35. ALL BARREN AREAS AND AREAS DISTURBED BY CONSTRUCTION SHALL BE REVEGETATED. APPLICATION OF A MULCH MAY ENHANCE VEGETATIVE ESTABLISHMENT. 36. EXCAVATION EQUIPMENT SHALL BE LIMITED TO THE WORK AREA AS DEFINED IN THE PLANS TO MINIMIZE SITE DISTURBANCE. 37. THE DISCHARGE OF PETROLEUM PRODUCTS, CONSTRUCTION WASTE AND LITTER (INCLUDING SAWDUST), OR EARTHEN MATERIALS TO MARKLEEVILLE CREEK OR THE RECEIVING WATERS OF MARKLEEVILLE CREEK IS PROHIBITED. ALL SURPLUS CONSTRUCTION WASTE MATERIALS SHALL BE REMOVED FROM THE PROJECT AND DEPOSITED ONLY AT APPROVED POINTS OF DISPOSAL. DURING ANY CONSTRUCTION ACTIVITY, ALL VEHICLES SHALL DRIVE AT SPEEDS BELOW 15 MPH WHEN TRAVELING ON EXPOSED SURFACES. 38. DURING ANY CONSTRUCTION ACTIVITY, THE PERIOD OF TIME IN WHICH ANY PARTICULAR AREA REMAINS EXPOSED SHALL BE LIMITED TO THE MINIMUM EXTENT FEASIBLE. 39. THE PROJECT AREA IS UNDER THE JURISDICTION OF THE LAHONTAN REGIONAL WATER QUALITY BOARD AND ALPINE COUNTY. EACH OF THESE AGENCIES HAVE ISSUED A PERMIT FOR THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE REQUIREMENTS OF THOSE PERMITS. 40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN AS SPECIFIED IN SPECIAL PROVISIONS OF THE CONSTRUCTION SPECIFICATIONS FOR APPROVAL. THE CONTRACTOR SHALL PROVIDE A COPY OF THE APPROVED PLAN TO ALPINE COUNTY, THE ENGINEER, AND CAL/EPA PRIOR TO ANY CONSTRUCTION OPERATION REQUIRING DEWATERING. 41. ALL CONSTRUCTION EQUIPMENT SHALL RECEIVE PERIODIC MAINTENANCE AS REQUIRED FOR EFFICIENT OPERATION TO REDUCE ENGINE EMISSIONS. 42. PRIOR TO COMMENCEMENT OF EARTH DISTURBING ACTIVITIES, TEMPORARY SILT BARRIERS SHALL BE INSTALLED ON THE DOWNHILL SIDE OF THE AREA OF DISTURBANCE OR AS SHOWN ON THESE PLANS. THIS FENCE SHALL BE KEPT IN PLACE AND MAINTAINED UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED. 43. CONSTRUCTION MATERIALS SHALL BE SECURED TO PREVENT THEM FROM ROLLING, WASHING, OR BLOWING OFF THE PROJECT SITE. REHABILITATION AND CLEAN-UP OF THE SITE FOLLOWING CONSTRUCTION MUST INCLUDE REMOVAL OF ALL CONSTRUCTION WASTE AND DEBRIS. 44. THE CONTRACTOR SHALL USE TARPAULINS OR OTHER EFFECTIVE COVERS FOR HAUL TRUCKS THAT TRAVEL ON PUBLIC STREETS. 45. THE CONTRACTOR SHALL SCHEDULE CLEARING AND EARTH MOVING ACTIVITIES DURING PERIODS OF LOW WIND SPEEDS AND RESTRICT THOSE CONSTRUCTION ACTIVITIES WHEN WIND SPEEDS ARE GREATER THAN 20 MPH AVERAGE DURING AN HOUR. 46. CONSTRUCTION EQUIPMENT OPERATORS SHALL TURN OFF EQUIPMENT WHEN NOT IN USE TO AVOID UNNECESSARY IDLING. AS A GENERAL RULE, CONSTRUCTION VEHICLE IDLING SHOULD BE KEPT BELOW TEN MINUTES. 47. BECAUSE OF THE NATURE OF THE PROJECT, CAREFUL GRADING IS MANDATORY. THE CONTOURS SHOWN ON THE PLANS REPRESENT THE GENERAL SHAPE OF THE LAND, BUT THE INTENT IS THAT ALL SLOPES, GRADE BREAKS, ETC. SHALL BE CONTOUR GRADED TO NATURAL, FLOWING SHAPES THAT SMOOTHLY TRANSITION. AS PART OF THE SCOPE OF WORK, THE CONTRACTOR SHALL WORK UNDER THE DIRECTION OF THE ENGINEER TO CREATE A NATURAL-LOOKING, IRREGULAR SURFACE WITH SMALL HUMMOCKS AND DEPRESSIONS IN THE WETLAND RESTORATION AREA RESEMBLING THE TOPOGRAPHY OF A NATURAL WETLAND. THIS WORK MAY REQUIRE HAND RAKING IN SOME AREAS AFTER GRADING OPERATIONS WITH EQUIPMENT ARE COMPLETED, AS DIRECTED BY THE ENGINEER. 48. THE CONSTRUCTION AREA FOR THE PROJECT IS LIMITED. THE CONTRACTOR SHALL EXERCISE THE UTMOST CARE TO LIMIT DISTURBANCE TO ADJACENT AREAS. THE ENGINEER AND THE CONTRACTOR WILL MARK THE LIMITS OF CONSTRUCTION PRIOR TO ANY WORK. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONFINING ALL OF HIS CONSTRUCTION ACTIVITY TO WITHIN THESE LIMITS AND TO MAINTAIN THE BOUNDARY MARKERS. 49. IF EXCAVATED SOILS ARE SUITABLE AS DETERMINED BY THE ENGINEER FOR PLANT GROWTH, EXCAVATED MATERIAL SHALL BE STOCKPILED FOR USE WITHIN THE PROJECT AREA. . 50. ANY ORGANIC LITTER OR DEBRIS SHALL BE REMOVED FROM THE TREATMENT AREA AND STOCKPILED FOR LATER REAPPLICATION. 51. PREPARED SEEDBEDS SHALL BE UNIFORMLY SEEDED UTILIZING HAND-OPERATED BROADCAST SEEDERS, OR APPROVED EQUAL, AS DIRECTED BY THE ENGINEER. NO MORE AREA SHALL BE SEEDED THAN CAN BE MULCHED IN THAT SAME DAY. SEEDING SHALL NOT OCCUR UNDER CONDITIONS THAT WOULD ALLOW THE SEED TO BECOME WIND-BORNE. IMMEDIATELY FOLLOWING SEED APPLICATION, THE SEEDED AREAS SHALL BE HAND RAKED TO ASSURE SEED PLACEMENT AT A DEPTH OF 1/4 TO 1/2 INCH. 52. SEEDED AREAS SHALL BE MULCHED TO PREVENT SEED LOSS BY WIND ACTIVITY, AND TO PROVIDE FAVORABLE CONDITIONS FOR PLANT GROWTH. SEEDED AREAS SHALL NOT BE LEFT UNCOVERED MORE THAN 24 HOURS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 53. SALVAGED WILLOWS WILL BE PLANTED IN RANDOM CLUSTERS TO CREATE A NATURAL APPEARANCE. ACTUAL PLANTING LOCATIONS WILL BE SITED IN THE FIELD AT THE TIME OF PLANTING BY THE ENGINEER. 54. PLANTING HOLES SHALL BE HAND DUG LARGE ENOUGH AND DEEP ENOUGH TO ACCOMMODATE THE ENTIRE ROOT MASS WITH ENOUGH ROOM TO REPLACE SOIL EASILY. SOIL IN THE BOTTOMS AND ALONG THE SIDES OF THE PLANTING HOLES SHALL BE LOOSENED. EXCAVATED PLANTING HOLES SHALL BE PLANTED IMMEDIATELY TO AVOID DRYING OF SOILS. 55. PLANTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE PLANTING. ROOTS SHALL NOT BE EXPOSED TO AIR EXCEPT WHILE ACTUALLY BEING PLACED IN THE PLANTING HOLE. PLANTS SHALL BE REMOVED FROM CONTAINERS AND SET VERTICALLY IN THE CENTERS OF THE HOLES SUCH THAT THE TOP OF THE ROOT MASS WILL BE APPROXIMATELY 2 INCHES BELOW THE EXISTING GRADE FOLLOWING BACKFILLING. SOIL SHALL BE REPLACED AND FIRMLY PACKED TO ELIMINATE AIR POCKETS. IMMEDIATELY FOLLOWING PLANTING, EACH PLANT SHALL BE THOROUGHLY WATERED SUCH THAT THE SOIL AROUND THE ROOTS WILL BE SATURATED FROM THE BOTTOM OF THE HOLE TO THE TOP OF THE GROUND. 56. IRRIGATION SHALL BE PROVIDED TO THE ENTIRE REVEGETATION AREA TO ESTABLISH THE SEEDING AND MAINTAIN THE CONTAINER PLANTINGS THROUGHOUT THE REMAINDER OF THE FIRST GROWING SEASON AND THE ENTIRE SECOND GROWING SEASON. 57. WATER DELIVERY TO THE REVEGETATION AREA SHALL BE LOW IMPACT TO PREVENT WASHING OF SOILS AND MULCH MATERIAL. A REGULAR WATERING FREQUENCY SHALL BE SCHEDULED AND ADJUSTED AS NECESSARY SUCH THAT NEITHER FLOODING NOR DESICCATION OF THE REVEGETATION AREA OCCURS. EXTREME CARE SHALL BE TAKEN WHEN WATERING CONTAINER PLANTINGS NOT TO DISTURB SEEDINGS AND STREAMBANKS. 58. ALL DISTURBED AREAS WILL BE REVEGETATED AS SHOWN ON THE PLANS. REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 NOTES SHEET AM ii * CALL BEFORE YOU DIG * CONTACT UNDERGROUND SERVICE ALERT (USA) 1-[PHONE REDACTED] PRIOR TO ANY CONSTRUCTION WORK 95% PLANS NOT FOR CONSTRUCTION MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA CM 33430001 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Title Index and Notes Sheets.dwg, 4/2/2014 11:29:03 AM, DWG To PDF.pc3 ---PAGE BREAK--- R-2 R-1 HWY 89 LARAMIE ST HWY 89 PROJECT BOUNDARY PARCEL BOUNDARIES (TYP.) REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 INDEX SHEET 0 40 80 AM iii * CALL BEFORE YOU DIG * CONTACT UNDERGROUND SERVICE ALERT (USA) 1-[PHONE REDACTED] PRIOR TO ANY CONSTRUCTION WORK MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA CM 33430001 95% PLANS NOT FOR CONSTRUCTION SHEET LIST TABLE SHEET NUMBER LAYOUT NAME SHEET DESCRIPTION 1 i TITLE SHEET 2 ii NOTES SHEET 3 iii INDEX SHEET 4 SC-1 SURVEY CONTROL SHEET 5 S-1 STAGING, STORAGE, AND ACCESS SHEET 6 P-1PL PARKING LOT AND CALTRANS ROW 7 P-1 ADA TRAIL 8 P-1a ADA TRAIL AND CALTRANS DRAINAGE 9 P-2 MARKLEEVILLE CREEK 10 P-3 MILLBERRY AND LOWER MARKLEEVILLE 11 R-1 REVEGETATION SHEET 12 R-2 REVEGETATION SHEET 13 D-1 DETAIL SHEET 14 D-2 DETAIL SHEET 15 D-3 DETAIL SHEET 16 D-4 DETAIL SHEET 17 D-5 DETAIL SHEET 18 D-6 DETAIL SHEET 19 D-7 DETAIL SHEET 20 D-8 DETAIL SHEET 21 D-9 DETAIL SHEET 22 D-10 DETAIL SHEET 23 D-11 DETAIL SHEET 24 D-12 DETAIL SHEET 25 D-13 DETAIL SHEET P-1, P-1a P-2 P-3 R-1, SC-1 S-1 * SCALE IN FEET (ALL SHEETS) T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Title Index and Notes Sheets.dwg, 4/7/2014 11:02:37 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 SC-1 SURVEY CONTROL SHEET 95% PLANS NOT FOR CONSTRUCTION 0 30 60 NOTE: THE EXISTING CONTROL POINT INFORMATION IS NOT GEOREFERENCED. THE NORTHING AND EASTING OF ALL LINE AND CURVES ARE BASED OFF OF THE EXISTING CONTROL TABLE (PT. 6 USCG ON BRIDGE) T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Survey Control Sheet.dwg, 4/2/2014 11:29:27 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 S-1 STAGING, STORAGE, AND ACCESS SHEET 95% PLANS NOT FOR CONSTRUCTION 0 40 80 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Staging and Storage.dwg, 4/7/2014 11:02:55 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA 0 20 40 AM CM 33430001 P-1PL PLAN SHEET PARKING LOT AND CALTRANS ROW 95% PLANS NOT FOR CONSTRUCTION NOTES: 1. DEM FILE OF PROPOSED CONTOURS TO BE PROVIDED TO CONTRACTOR TO FACILITATE PROJECT STAKING TO ACHIEVE NATURAL-LOOKING TOPOGRAPHY. MATCHLINE SEE SHEET P-2 TREE REMOVAL TABLE SIZE (IN) NUMBER REMOVED <6 0 6-12 0 13-24 0 25-36 0 >36 0 MATCHLINE SEE SHEET P-2 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Millberry and Parking Lot Plan and Profile Sheets.dwg, 4/2/2014 11:30:11 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA 0 20 40 AM CM 33430001 P-1 PLAN SHEET ADA TRAIL 95% PLANS NOT FOR CONSTRUCTION NOTES: 1. DEM FILE OF PROPOSED CONTOURS TO BE PROVIDED TO CONTRACTOR TO FACILITATE PROJECT STAKING TO ACHIEVE NATURAL-LOOKING TOPOGRAPHY. MATCHLINE SEE SHEET P-2 TREE REMOVAL TABLE SIZE (IN) NUMBER REMOVED <6 0 6-12 0 13-24 0 25-36 0 >36 0 MATCHLINE SEE SHEET P-2 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Millberry and Parking Lot Plan and Profile Sheets.dwg, 4/2/2014 11:30:19 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 P-1a PROFILE SHEET ADA TRAIL AND CALTRANS DRAINAGE 95% PLANS NOT FOR CONSTRUCTION HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' PROPOSED ADA ACCESSIBLE TRAIL PROFILE STA (PR ADA) 1+00 TO 3+75 PROPOSED CALTRANS DRAINAGE PROFILE STA (DRAINAGE) 1+00 TO 2+50 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Millberry and Parking Lot Plan and Profile Sheets.dwg, 4/2/2014 11:30:25 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA 0 20 40 AM CM 33430001 P-2 PLAN SHEET MARKLEEVILLE CREEK 95% PLANS NOT FOR CONSTRUCTION NOTES: 1. DEM FILE OF PROPOSED CONTOURS TO BE PROVIDED TO CONTRACTOR TO FACILITATE PROJECT STAKING TO ACHIEVE NATURAL-LOOKING TOPOGRAPHY. TREE REMOVAL TABLE SIZE (IN) NUMBER REMOVED <6 0 6-12 1 13-24 3 25-36 3 >36 0 MATCHLINE SEE SHEET P-3 MATCHLINE SEE SHEET P-3 MATCHLINE SEE SHEET P-1 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Plan and Profile Sheets.dwg, 4/2/2014 11:30:59 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 P-3 PLAN AND PROFILE SHEET MILLBERRY AND LOWER MARKLEEVILLE 95% PLANS NOT FOR CONSTRUCTION HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' MATCHLINE SEE SHEET P-2 MATCHLINE SEE SHEET P-2 TREE REMOVAL TABLE SIZE (IN) NUMBER REMOVED <6 0 6-12 0 13-24 0 25-36 0 >36 0 0 20 40 PROPOSED MILLBERRY CREEK PROFILE STA (MIL) 1+00 TO 3+50 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Plan and Profile Sheets.dwg, 4/2/2014 11:31:06 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA 0 20 40 AM CM 33430001 R-1 REVEGETATION SHEET REVEGETATION SHEET MATCHLINE SEE SHEET R-2 95% PLANS NOT FOR CONSTRUCTION MATCHLINE SEE SHEET R-2 NOTE: PLANTING SPACING VARIES BASED ON TREATMENT TYPE: 1. TYPE A - WETLAND a. WETLAND PLUGS - 1-2 FT OC b. WILLOW TRANSPLANTS OR POLES - 5 FT OC 2. TYPE B - FLOODPLAIN a. WILLOW TRANSPLANTS OR POLES - 5 FT OC b. WILLOW CONTAINERS - 5 FT OC c. COTTONWOOD CONTAINERS - 10 FT OC 2. TYPE C - WOODY RIPARIAN a. WILLOW/ALDER/COTTONWOOD TRANSPLANTS OR POLES - 5 FT OC b. WILLOW/ALDER CONTAINERS - 5 FT OC c. COTTONWOOD CONTAINERS - 10 FT OC 3. TYPE D - UPLAND TRANSITION a. WILLOW/ALDER/COTTONWOOD TRANSPLANTS OR POLES - 5 FT OC b. COTTONWOOD CONTAINERS - 15 FT OC c. ASPEN CONTAINERS - 15 FT OC d. SHRUBS - 6 FT OC 3. TYPE E - UPLAND a. JEFFREY PINES - 18 FT OC b. SHRUBS - 6FT OC 4. TYPE F - XERISCAPING a. SHRUBS - 6FT OC ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA 0 20 40 AM CM 33430001 R-2 REVEGETATION SHEET 95% PLANS NOT FOR CONSTRUCTION MATCHLINE SEE SHEET R-1 MATCHLINE SEE SHEET R-1 NOTE: PLANTING SPACING VARIES BASED ON TREATMENT TYPE: 1. TYPE A - WETLAND a. WETLAND PLUGS - 1-2 FT OC b. WILLOW TRANSPLANTS OR POLES - 5 FT OC 2. TYPE B - FLOODPLAIN a. WILLOW TRANSPLANTS OR POLES - 5 FT OC b. WILLOW CONTAINERS - 5 FT OC c. COTTONWOOD CONTAINERS - 10 FT OC 2. TYPE C - WOODY RIPARIAN a. WILLOW/ALDER/COTTONWOOD TRANSPLANTS OR POLES - 5 FT OC b. WILLOW/ALDER CONTAINERS - 5 FT OC c. COTTONWOOD CONTAINERS - 10 FT OC 3. TYPE D - UPLAND TRANSITION a. WILLOW/ALDER/COTTONWOOD TRANSPLANTS OR POLES - 5 FT OC b. COTTONWOOD CONTAINERS - 15 FT OC c. ASPEN CONTAINERS - 15 FT OC d. SHRUBS - 6 FT OC 3. TYPE E - UPLAND a. JEFFREY PINES - 18 FT OC b. SHRUBS - 6FT OC 4. TYPE F - XERISCAPING a. SHRUBS - 6FT OC ---PAGE BREAK--- SECTION A-A' REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-1 DETAIL SHEET 1 D-1 5 D-1 4 D-1 2 D-1 3 D-1 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:32:44 AM, DWG To PDF.pc3 ---PAGE BREAK--- A A' WATER SURFACE SECTION A-A' 12" MIN BELOW EXISTING GRADE INSTALL WILLOW STAKES IRREGULARLY AS DIRECTED BY ENGINEER. INSTALL WILLOW CLUMPS IRREGULARLY AS DIRECTED BY ENGINEER. LOOSELY DISTRIBUTE 8" - 12" RIVER RUN COBBLE TO FILL VOIDS ALONG FACE OF BOULDERS AT TOE OF BANK. RESTORED CONTOURS RANDOM WILLOW STAKING AND SALVAGED VEGETATION CLUMPS TO BE PLACED IRREGULARLY AS DIRECTED BY ENGINEER. IRREGULAR ROCK TOE CONSTRUCTED OF 12" - 18" BOULDERS WITH 25% OF 0.5 TON BOULDERS EVENLY DISTRIBUTED. RESTORED STREAMBANK 12" - 18" BOULDERS WITH 25% OF 0.5 TON BOULDERS EVENLY DISTRIBUTED. FILL ALL VOIDS BEHIND/BETWEEN BOULDERS WITH CHINKING ROCK. ORGANIC MATERIALS WITH LIVE WILLOW STAKES. STREAMBANK TOE STREAMBANK TOE LARGE ROCKS TO BE DISTRIBUTED THROUGHOUT EXTENT BUT IRREGULARLY SPACED. PLACE 1 2 TON ROCKS 75% EMBEDDED BELOW FG AS DIRECTED BY ENGINEER PLACE 3" TO 8" COBBLE. THE HORIZONTAL AND VERTICAL EXTENTS SHOWN ON THE PLANS MAINTAIN THALWEG NEAR MIDDLE 1 3 OF CHANNEL TOP OF BANK 8" COBBLE ON TOP OF 1.5' OF CLASS 400 RIP RAP. SHOULD FILL TO HALF HEIGHT OF 0.5 TON BOULDERS EG MEET EXISTING GRADE MEET EXISTING GRADE 10 1 10 1 OF 3" - 8" COBBLE ON TOP OF 1.5' OF CLASS 400 RIP RAP. SHOULD FILL TO HALF HEIGHT OF 0.5 TON BOULDERS REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-2 1 D-2 2 D-2 DETAIL SHEET T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:32:54 AM, DWG To PDF.pc3 ---PAGE BREAK--- BGN BOULDER CASCADE STA: 3+14.69 ELEV: 5490.00' GRADE BREAK STA: 3+21.83 ELEV: 5489.60' END BOULDER CASCADE STA: 3+29.64 ELEV: 5487.39' BGN IRREGULAR ROCK TOE EXISTING GRADE BOULDER VEIN 1 BOULDER VEIN 3 BOULDER VEIN 2 INSTALL 2' OF CLASS 400 RIP RAP. CHINK WITH CLASS 150 RIP RAP. BOULDER VEIN 1 PROPOSED BOULDER CHANNEL BOULDER VEIN 3 BEGIN IRREGULAR ROCK TOE EXISTING GRADE PLACE 2' OF CLASS 400 RIP RAP BELOW BOULDER CASCADE. CHINK WITH CLASS 150 RIP RAP. BACKFILL BOULDERS TO BE BOULDER VEINS TO ENSURE PROPER CONSTRUCTION OF THE LOW FLOW CHANNEL. (TYP.) REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-3 DETAIL SHEET NOTES: 1. ONLY KEY ELEMENTS OF THE BOULDER CASCADE ARE SHOWN. CONTRACTOR SHALL EXTEND CASCADE INTO 2. ALL ROCK PLACED IN BOULDER CASCADE SHALL BE 1-2 TON. 3. STATION AND OFFSETS BASED OFF OF THE MILLBERRY CHANNEL ALIGNMENT BOULDER CASCADE NTS 1 D-3 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:33:10 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-4 DETAIL SHEET 1 D-4 ROCK LINED CHANNEL (RLC) NTS 3 D-4 FLARED END SECTION (FES) NTS 2 D-4 FES INTO ROCK LINED CHANNEL TRANSITION NTS 4 D-4 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:33:26 AM, DWG To PDF.pc3 ---PAGE BREAK--- EXCAVATION LIMITS (TYP.) EXCAVATE AND PLACE TOE ROCK BOULDERS 1' BELOW EXISTING GRADE (TYP.) EXCAVATE AND PLACE ROOTWAD BANK PROTECTION (RWBP) LOG EXCAVATE AND PLACE LUNKER LOG (TYP.) PLACE BALAST BOULDERS (0.5-1 TON BOULDERS) AND BACKFILL LUNKER LOGS (TYP.) A A' PLACE SMALL BOULDERS (0.25 TON), ANGULAR ROCK (12"-18") AND CHINKING MATERIAL IN AND AROUND LUNKER LOG TO FORM STABLE BANK (TYP.) PLACE SMALL BOULDERS (O.25 TON), ANGULAR ROCK (12"-18"), AND CHINKING MATERIAL IN AND AROUND LUNKER LOG TO FORM STABLE BANK (TYP.) EXISTING STREAMBED (TYP.) TOP OF BANK (TYP.) WATER SURFACE (TYP.) ~1.5' TO 2' BELOW EX BELOW EX FLOW ROCK TOE PROTECTION STEP 1. BELOW THE LUNKER LOG (TYP.) 8" BELOW EX ~34" ABOVE EX LOG PLACEMENT STEP 1 (TYP) LOG PLACEMENT STEP 2 (TYP) 7<3 REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-5 DETAIL SHEET ROOTWAD AND LUNKER LOG BANK PROTECTION - CONSTRUCTION STEP 1 NTS ROOTWAD AND LUNKER LOG BANK PROTECTION - CONSTRUCTION STEP 2 NTS ROOTWAD AND LUNKER LOG BANK PROTECTION - CONSTRUCTION STEP 3 NTS ROOTWAD AND LUNKER LOG BANK PROTECTION - CONSTRUCTION STEP 2 (SECTION A-A') NTS ROOTWAD AND LUNKER LOG BANK PROTECTION NTS 1 D-5 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:33:38 AM, DWG To PDF.pc3 ---PAGE BREAK--- 1.5% CROSS SLOPE MAX 2:1 CUT SLOPE MAX 2:1 FILL SLOPE 5' MIN CLEARING LIMITS CLEARING HEIGHT 10' FULL BENCH BALANCED BENCH NOTES: 1. REMOVE ALL VEGETATION IN THE TRAILWAY. 2. FOR SIDE SLOPES OF 5% TO 10%, BALANCE CUT AND FILL, SEE BALANCED BENCH. 3. FOR SIDE SLOPES GREATER THAN 10%, TRAIL TO BE ALL CUT, SEE FULL BENCH. 4. FOR SIDE SLOPES LESS THAN TRAIL TO MATCH GRADE OR BE ALL FILL TO HELP DRAINAGE, SEE NO BENCH. 5. LONGITUDINAL SLOPE (RUNNING GRADE) SHOULD BE LEES THAN HALF OF THE SIDE SLOPE OF THE HILLSIDE. 6. WITHIN THE 2'-4' CLEARING, ONLY REMOVE VEGETATION DESIGNATED FOR REMOVAL ON THE PLANS OR THAT MAY BE A HAZARD TO PEDESTRIAN TRAFFIC. >10% SLOPE 5% TO 10% SLOPE NO BENCH SLOPE 8" FINISHED SUBGRADE MAX 2:1 CUT SLOPE MAX 2:1 FILL SLOPE 3' MIN CLEARING LIMITS VARIES FULL BENCH BALANCED BENCH >10% SLOPE 5% TO 10% SLOPE NO BENCH SLOPE 8" FINISHED SUBGRADE SEE PLAN SHEET FOR FINISH GRADE ELEVATIONS OF THE PATH NOTES: 1. REMOVE ALL VEGETATION IN THE TRAILWAY. 2. FOR SIDE SLOPES OF 5% TO 10%, BALANCE CUT AND FILL, SEE BALANCED BENCH. 3. FOR SIDE SLOPES GREATER THAN 10%, TRAIL TO BE ALL CUT, SEE FULL BENCH. 4. FOR SIDE SLOPES LESS THAN TRAIL TO MATCH GRADE OR BE ALL FILL TO HELP DRAINAGE, SEE NO BENCH. 5. WITHIN THE VARYING CLEARING AREA, ONLY REMOVE VEGETATION DESIGNATED FOR REMOVAL ON THE PLANS OR THAT MAY BE A HAZARD TO PEDESTRIAN TRAFFIC. 16.0' 18.0' 3' RADIUS (TYP.) 5.0' ASPHALT CONCRETE PAVEMENT SEE DETAIL 5 D-6 ADA TRAIL SEE DETAIL 1 D-6 COMPACT TOP 12" OF NATIVE SUBGRADE TO 95% RELATIVE COMPACTION (TYP.) CLASS 2 AGGREGATE BASE, 8" THICK, COMPACT TO 95% RELATIVE COMPACTION (TYP.) ASPHALT CONCRETE (PBA6B, 1 2" AGGREGATE), 3" THICK COMPACTED TO 95% RELATIVE COMPACTION (TYP.) 3 D-6 PROPOSED POROUS CONCRETE (WHERE SHOWN ON THE PLANS) 2'x12" PRESSURE TREATED WOOD BORDER FOR PARKING LOT AREA ONLY. REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-6 DETAIL SHEET 2 D-6 1 D-6 4 D-6 5 D-6 PERVIOUS CONCRETE NTS 3 D-6 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:33:57 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-7 DETAIL SHEET 1 D-7 2 D-7 3 D-7 4 D-7 5 D-7 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:34:06 AM, DWG To PDF.pc3 ---PAGE BREAK--- 3' 5' 2' 2' GROUND SURFACE (TYP.) SINGLE SHEET ALUMINUM SIGN WITH BACK OF SIGN COLORED PER SPECIAL PROVISIONS. 2" x 2" SQUARE GALVANIZED 12 GAUGE, TUBULAR STEEL OR AS STATED IN SPECIAL PROVISIONS. 2" NOTE: 1. ALL TEXT SHALL BE BLACK. 2. ALL TEXT SHALL BE 1.8" HIGH 3. SEE SPECIAL PROVISIONS FOR MATERIAL REQUIREMENTS AND ADDITIONAL INFORMATION. WHITE BACKGROUND FRONT NEWLY REVEGETATED AREA, PLEASE DO NOT DISTURB. HELP US PROTECT THE ENVIRONMENT. È5($5(67$85$'$ FAVOR DE NO ALTERAR EL ESPACIO SEMBRADO. $<Ò'$126$3527(*(5 EL MEDIO AMBIENTE. 2" STOP 3' 5' 3' 2' GROUND SURFACE (TYP.) SINGLE SHEET ALUMINUM SIGN WITH BACK OF SIGN COLORED PER SPECIAL PROVISIONS. 2" x 2" SQUARE GALVANIZED 12 GAUGE, TUBULAR STEEL OR AS STATED IN SPECIAL PROVISIONS. 2" NOTE: 1. ALL TEXT SHALL BE BLACK. 2. ALL TEXT SHALL BE 2" HIGH 3. SEE SPECIAL PROVISIONS FOR MATERIAL REQUIREMENTS AND ADDITIONAL INFORMATION. WHITE BACKGROUND FRONT APPROXIMATELY 0.5 MILE PAVED TRAIL TO VISTA OUTLOOK. NO FISHING, NO CAMPING, AND NO SMOKING ON THE TRAIL. THE ACCESS TRAIL IS 5 FEET WIDE WITH AN AVERAGE SLOPE OF 8.33% AND A CROSS SLOPE OF 1.5%. 2" REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-8 5 D-8 1 D-8 DETAIL SHEET 5 D-8 2 D-8 3 D-8 4 D-8 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:34:24 AM, DWG To PDF.pc3 ---PAGE BREAK--- INSTALL TEMPORARY DAM USING GRAVEL BAGS. ANCHOR PLASTIC SHEETING WITH GRAVEL BAGS. PUMP CREEK WATER AROUND WORK AREA PUMP TO DIRT BAG. PLACE DIRT BAG IN EXISTING CHANNEL. INSTALL TEMPORARY DAM USING GRAVEL BAGS. ANCHOR PLASTIC SHEETING WITH GRAVEL BAGS. LINE GROUND SURFACE WITH 10 MIL PLASTIC SHEETING AT DISCHARGE TO PREVENT SCOUR 5' 10' LINE GROUND SURFACE WITH 10 MIL PLASTIC SHEETING. A A TOP OF BANK (EXISTING CHANNEL) FLOW WORK AREA FLOW 3' MIN INSTALL TEMPORARY DAM USING GRAVEL BAGS. ANCHOR PLASTIC SHEETING WITH GRAVEL BAGS. LINE GROUND WITH 10 MIL PLASTIC SHEETING. INSTALL TEMPORARY DAM USING GRAVEL BAGS, SEE SECTION A-A. LINE WITH 10 MIL PLASTIC SHEETING. PUMP CREEK WATER AROUND WORK AREA. SEE FOR PUMP REQUIREMENT. ANCHOR PLASTIC SHEETING WITH GRAVEL BAGS. GRAVEL BAGS ARE CONTINUOUS AROUND ENTIRE PERIMETER OF THE PLASTIC. GRAVEL BAGS SHALL BE INSTALLED A MINIMUM OF 6" HIGH AND A MAXIMUM OF 12" HIGH AS DIRECTED BY ENGINEER. LINE GROUND SURFACE WITH 10 MIL PLASTIC SHEETING AT DISCHARGE TO PREVENT SCOUR LINE GROUND SURFACE WITH 10 MIL PLASTIC SHEETING. A A TOP OF BANK (PROPOSED AND/OR EXISTING CHANNEL) 5' MIN 2' MIN 5' MIN PUMP TO DIRT BAG. PLACE DIRT BAG OUTSIDE OF PROPOSED CHANNEL. TOP OF BANK. (EXISTING CHANNEL) LIMITS OF DISCHAR SHALL BE PROPOS CONTRACTOR AND ACCEPTED BY ENG DEVELOPMENT OF DEWATERING PLAN FLOW WORK AREA FLOW 3' MIN INSTALL TEMPORARY DAM USING GRAVEL BAGS. ANCHOR PLASTIC SHEETING WITH GRAVEL BAGS. LINE GROUND WITH 10 MIL PLASTIC SHEETING. 1.5 H 1 V 1.8' TYPE A ROCK SLOPE PROTECTION FABRIC RIVER BED (TYP.) 2.5-3.0' FABRIC ANCHORED IN 0.5 FT (TYP.) FABRIC ANCHORED IN 0.5 FT (TYP.) 6-8' CALTRANS BACKING NO. 1 ROCK SLOPE PROTECTION CLASS 5.95' CALTRANS 1 4 TON ROCK SLOPE PROTECTION CLASS 3.3' REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-9 1 D-9 2 D-9 DETAIL SHEET ROCK SLOPE PROTECTION NTS 3 D-9 4 AC PAVEMENT PATCH NTS D-9 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:34:47 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-10 DETAIL SHEET MILBERRY POOL TYPICAL CROSS-SECTION NTS 1 D-10 MILLBERRY CHANNEL TYPICAL CROSS-SECTION NTS 2 D-10 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:35:03 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-11 DETAIL SHEET WQ BASIN AND ROCK WEIR PLAN NTS 1 D-11 NTS WQ BASIN AND ROCK WEIR PROFILE NTS SECTION B-B' NTS SECTION A-A' T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:35:26 AM, DWG To PDF.pc3 ---PAGE BREAK--- BEGIN BASIN ROCK OUTFALL STA: 182+00 ELEV.=5493.56 END BASIN ROCK OUTFALL STA: 198+00 ELEV.=5486.97 EXCAVATE AND PLACE ROCK BOULDERS 1' BELOW EXISTING GRADE (TYP.) PLACE ADDITIONAL BOULDERS (0.25-0.5 TON) AND CHINKING MATERIAL IN THIS AREA TO FILL VOIDS (TYP.) A A' B BGN ROCK OUTFALL STA:1+82.00, ELEV:5493.56' GRADE BREAK STA = 1+88.85 ELEV = 5493.009 GRADE BREAK STA = 1+91.84 ELEV = 5491.042 GRADE BREAK STA = 1+94.56 ELEV = 5487.308 END ROCK OUTFALL STA:1+98.00, ELEV:5486.97' EXISTING GROUND (TYP.) PROPOSED ROCK OUTFALL (TYP.) MIN. 1.0' EXCAVATE AND PLACE ROCK BOULDERS 1' BELOW EXISTING GRADE (TYP.) EXISTING GROUND (TYP.) EXCAVATE AND PLACE ROCK BOULDERS 1' BELOW EXISTING GRADE (TYP.) PROPOSED ROCK OUTFALL (TYP.) DEPTH VARIES SEE SECTION A-A' SIDE SLOPES 2:1 (TYP.) REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-12 ROCK OUTFALL NTS 1 D-12 CONCRETE VALLEY GUTTER, 3' WIDE NTS 2 D-12 T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:35:40 AM, DWG To PDF.pc3 ---PAGE BREAK--- REVISIONS DATE: DRAWN BY: CHECKED BY: SCALE: AS SHOWN ENTRIX JOB NO. FIGURE NO. DATE NO. SEAL 295 HWY 50, SUITE 1 STATELINE, NV 89449 (775) 588-9069 MARKLEEVILLE CREEK RESTORATION ALPINE COUNTY, CALIFORNIA AM CM 33430001 D-13 1 D-13 2 D-13 3 D-13 4 D-13 7 D-13 8 D-13 6 D-13 5 D-13 DETAIL SHEET T:\Projects\AWG_Markleeville_33430001\Task3_3_Refined Design\AutoCAD\Sheets\Markleeville Details.dwg, 4/2/2014 11:36:15 AM, DWG To PDF.pc3