Recycled water project draft plans and specifications

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Recycled water project draft plans and specifications

  1. 1. RECYCLED WATER EXPANSION PROJECT JANUARY 2014 PROJECT NUMBER: WW-0002 PREPARED BY AREA MAP CR O SS R D LOCATION MAP YO U NT VI LL E PROJECT LOCATION BERINGER POND G HI HW AY SILVERADO WEST POND 29 STAG'S LEAP WINE CELLARS POND D VER N LA RI NAPA PROJECT SITE NE LA YOUNTVILLE JOINT TREATMENT PLANT CLOS DU VAL/ REGUSCI POND LV ER DR O AD L AI TR RD YA E V IN W VIE SI MONDAVI POND CHIMNEY ROCK POND N NOT TO SCALE Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 22 November 2013 - 2:41 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 G-001.dwg BL Designer MBJ Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check TW Approved (Project Director) JANUARY 2014 Date Scale NONE This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size G-001 Sht 1 of 50
  2. 2. SYMBOLS ABBREVIATIONS SECTION DESIGNATION @ AB AC APN B BLDG BM BOTT SECTION DESIGNATIONS USE LETTERS ON DRAWING WHERE SECTION IS TAKEN: A M101 SECTION DESIGNATION DRAWING NUMBER WHERE SHOWN SECTION DESIGNATION SECTION M100 SCALE: 1/4"=1'-0" DRAWING NUMBER WHERE TAKEN DRAWING NUMBER SHOWN AS " - " IF TAKEN & SHOWN ON SAME SHEET. DETAIL DESIGNATION DETAIL DESIGNATIONS USE NUMBERS ON DRAWING WHERE SECTION IS TAKEN: M101 DRAWING NUMBER WHERE SHOWN M100 DETAIL DESIGNATION NOMINAL PIPE DIAMETER PIPE MATERIAL; SEE SPECIFICATIONS FOR EQUIVALENT REPLACEMENT FLOW STREAM IDENTIFIER DESIGNATION FOR EXISTING PIPING (SCREENED): PIPING SYSTEM DESIGNATIONS FOR EXISTING PIPE INDICATE TYPE OF SERVICE ONLY AND DO NOT IMPLY PIPE MATERIALS USED. DESIGNATION FOR FUTURE PIPING (DASHED): MAX MH MIN MISC MON MTL (N) N NC NIC NO NSD NTS UNK VERTICAL VITRIFIED CLAY W W/ WM W/S WTR NEW NORTH NORMALLY CLOSED NOT IN CONTRACT NUMBER NAPA SANITATION DISTRICT NOT TO SCALE UNKNOWN V, VERT VC MAXIMUM MANHOLE MINIMUM MISCELLANEOUS MONUMENT MATERIAL WATER, WEST WITH WATER METER WATER SURFACE WATER LATERAL LINEAR FEET LONGITUDINAL AMPERE,AMPS AC ALTERNATING CURRENT AE ANALYZER ELEMENT AI ANALOG INPUT AO ANALOG OUTPUT kV KILOVOLT AWG AMERICAN WIRE GAUGE kVA KILOVOLT AMPERES kW KILOWATT BKR 6" PVC 4" PVC EQUIPMENT NUMBER 8" DIP DESIGNATION FOR NEW INSTRUMENTS: FE-1 6" DIP INSTRUMENT NUMBER G-001 TITLE SHEET, AREA AND LOCATION MAPS 2 G-002 ABBREVIATIONS, LEGEND, SYMBOLS AND DRAWING INDEX 3 G-003 OVERALL SITE PLAN, KEY MAP, CONTROL DIAGRAM AND BORING LOCATIONS JUNCTION BOX BREAKER LEVEL ELEMENT OC OD OHE MITIGATION MEASURES AND GENERAL NOTES CIRCUIT BREAKER LS LEVEL SWITCH 5 C-101 INTENTIONALLY LEFT BLANK CONCRETE EQUIPMENT PAD CONTROL PANEL LSH HIGH-LEVEL SWITCH 6 C-102 RECYCLED WATER PLAN AND PROFILE - BERINGER LSL LOW-LEVEL SWITCH 7 C-103 RECYCLED WATER PLAN AND PROFILE - BERINGER MAG MAGNETIC 8 C-104 RECYCLED WATER PLAN AND PROFILE - BERINGER 9 C-105 RECYCLED WATER PLAN AND PROFILE - BERINGER PCS PROCESS CONTROL SYSTEM 10 C-106 RECYCLED WATER PLAN AND PROFILE - BERINGER TSP TWISTED SHIELDED PAIR 11 C-107 RECYCLED WATER PLAN AND PROFILE - BERINGER TYP TYPICAL 12 C-108 RECYCLED WATER PLAN AND PROFILE - MONDAVI ULS ULTRASONIC LEVEL SENSOR 13 C-109 CHIMNEY ROCK POND IMPROVEMENTS V VOLTS 14 C-110 CLOS DU VAL/REGUSCI POND IMPROVEMENTS VA VOLT-AMPERES VFD VARIABLE FREQUENCY DRIVE 15 C-111 STAG'S LEAP WINE CELLARS POND IMPROVEMENTS W/ WITH 16 C-112 TREATMENT PLANT SITE PLAN 17 C-113 TREATMENT PLANT DEMOLITION, GRADING AND PAVING PLAN ELECTRICAL NOTES 18 C-114 TREATMENT PLANT PIPING PLAN 1. R, RAD RC RCP RGS RD ROW, R/W RR RTU RW G-004 CP PORTLAND CEMENT CONCRETE PROPERTY LINE PROPERTY POINT POLYVINYL CHLORIDE PLASTIC 4 CEP PCC PL PROP PT PVC LEVEL INDICATING TRANSMITTER CB ON CENTER OUTSIDE DIAMETER OVERHEAD ELECTRIC LIT 19 C-115 TREATMENT PLANT SITE PLAN 20 C-501 CIVIL DETAILS - 1 21 C-502 CIVIL DETAILS - 2 22 C-503 CIVIL DETAILS - 3 EVERY EFFORT HAS BEEN MADE TO IDENTIFY REMOTE ITEMS TO BE CONNECTED BY THE ELECTRICAL CONTRACTOR, EITHER IN THE ELEMENTARIES OR IN THE SCHEDULES. HOWEVER, NOT ALL OF THE REMOTE DEVICES MAY HAVE BEEN SHOWN ON THE ELECTRICAL PLAN DRAWINGS. REFER TO THE DRAWINGS OF RESPECTIVE TRADES TO LOCATE OR CONFIRM EQUIPMENT LOCATIONS. 23 C-504 CIVIL DETAILS - 4 24 C-505 CIVIL DETAILS - 5 GROUNDING: ELECTRICAL SYSTEMS SHALL BE GROUNDED AS SPECIFIED AND SHOWN ON THE CONTRACT DRAWINGS. WORK SHALL ALSO BE PERFORMED IN ACCORDANCE WITH ARTICLE 250 OF THE MOST RECENT REVISION OF THE NATIONAL ELECTRIC CODE. REFER TO DETAILS FOR GROUNDING SCHEMATICS AND FOR GENERAL GROUNDING REQUIREMENTS OF ELECTRICAL EQUIPMENT. GROUND GRID CONNECTIONS SHOWN ON THE INDIVIDUAL PLANS ARE MINIMUM REQUIREMENTS. ALL REQUIRED CONNECTIONS ARE NOT SHOWN ON PLANS FOR BREVITY. CONTRACTOR SHALL COORDINATE NEW CONNECTIONS TO THE EXISTING GROUND GRIDS AS NECESSARY. REFER TO GROUNDING NOTES BELOW AND ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION. 25 C-506 CIVIL DETAILS - 6 26 C-507 CIVIL DETAILS - 7 27 M-301 RECYCLED WATER PUMP STATION PLAN AND SECTION S-100 GENERAL STRUCTURAL NOTES 29 S-101 TRICKLING FILTER STRUCTURAL MODIFICATIONS 30 S-102 TRICKLING FILTER VALVE VAULT AND WETWELL PLANS 31 S-103 TRICKLING FILTER VALVE VAULT DETAILS 32 S-104 TRICKLING FILTER VALVE VAULT DETAILS 33 E-101 TREATMENT PLANT ELECTRICAL SITE PLAN 34 E-200 ELECTRICAL CONDUIT RISER DIAGRAM 35 E-300 GOLF COURSE PUMP CONTROL PANEL 36 E-400 RTU DETAILS 37 E-501 DECHLORINATION SYSTEM MODIFICATIONS 38 E-502 ELECTRICAL DETAILS 39 E-503 ELECTRICAL DETAILS 40 E-504 ELECTRICAL DETAILS 41 E-505 ELECTRICAL DETAILS 42 E-506 ELECTRICAL DETAILS 43 E-507 ELECTRICAL DETAILS 44 E-508 ELECTRICAL DETAILS 45 E-509 PV PANEL DETAILS 46 I-100 I&C LEGEND 47 I-101 SCADA RISER DIAGRAM 48 I-102 ELECTRICAL SCADA POLE DETAILS 49 I-103 RTU U P&ID 50 I-104 RTU R P&ID DC DIRECT CURRENT DO DISCRETE OUTPUT DS DISCONNECT SWITCH EMR EQUIPMENT MOUNTING RACK RADIUS RELATIVE COMPACTION REINFORCED CONCRETE PIPE RIGID STEEL ROAD RIGHT-OF-WAY RAILROAD REMOTE TELEMETRY UNIT RECYCLED WATER EX EXISTING S SCH SD SECT SERV SHT SIG SPEC SQ SS SSMH STA STD ST STL SOUTH SCHEDULE STORM DRAIN SECTION SERVICE SHEET SIGNAL SPECIFICATIONS SQUARE SANITARY SEWER SANITARY SEWER MANHOLE STATION STANDARD STAINLESS STEEL HOA HAND-OFF-AUTO SELECTOR-SWITCH HP HORSEPOWER TC T, TEL TG, T/G TOB TS TSP TYP TOP OF CURB TELEPHONE TOP OF GRATE TOP OF BERM TRAFFIC SIGNAL/SERVICE TWISTED SHIELDED PAIR TYPICAL FE FLOW ELEMENT FIT FLOW INDICATING TRANSMITTER FO FIBER OPTIC G OR GRD 2. 3. 4. TRUCK FILL VALVE 8" PVC RECLAIMED WATERLINE 6" PVC RECLAIMED WATERLINE 6. VALVE ACTUATOR GROUND CONTRACTOR SHALL COORDINATE FINAL CONCRETE EQUIPMENT PAD (CEP) DIMENSIONS WITH FINAL DIMENSIONS OF EQUIPMENT AND OTHER STRUCTURES TO BE MOUNTED ON PADS. REFER TO NOTES AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. EXTERIOR CEP SHALL MAINTAIN 4'-0” IN FRONT OF ELECTRICAL PANELS AND 6” ON SIDES. ENCLOSURE DIMENSIONS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIRED DIMENSIONS. ENCLOSURES SHALL BE SIZED TO ACCOMMODATE EQUIPMENT, CONTROLS AND COMPONENTS AS SHOWN, SPECIFIED AND REQUIRED FOR AN OPERABLE SYSTEM. EXACT EQUIPMENT CONDUIT CONNECTIONS ARE TO BE DETERMINED BY THE ELECTRICAL INSTALLER BASED UPON THE ACTUAL FIELD LOCATION OF EQUIPMENT. INSTALL CONDUIT IN ACCORDANCE WITH SPECIFICATIONS. ALL PENETRATIONS THROUGH EXISTING SOLID CONCRETE STRUCTURES WHERE SLEEVES HAVE NOT BEEN PROVIDED SHALL BE CORE DRILLED AND SIZED TO ACCEPT MECHANICAL LINK SEALS. THROUGH NON-FIRE RATED WALLS, CORE HOLE AND SEAL AROUND CONDUIT WITH NON-SHRINK GROUT. THROUGH EXTERIOR WALL SEAL WATER TIGHT WITH SILICONE MASONRY SEALANT. 4" PVC RECLAIMED WATERLINE LEVEL ELEMENT 8" DIP RECLAIMED WATERLINE 6" DIP RECLAIMED WATERLINE CHECK VALVE 7. EQUIPMENT MOUNTING RACK (EMR): THE FINAL LOCATION OF THE EMR'S SHALL BE COORDINATED IN THE FIELD TO AVOID INTERFERENCE WITH ACCESS TO THE PROCESS EQUIPMENT. REFER TO DETAILS FOR INDIVIDUAL APPLICATIONS AND LOCATIONS. 8. EQUIPMENT REMOVALS: DISCONNECT AND REMOVE POWER/CONTROL CIRCUITS AND CONDUITS FROM THE RESPECTIVE EQUIPMENT. 9. EQUIPMENT RELOCATIONS: DISCONNECT AND REMOVE POWER/CONTROL CIRCUITS AND CONDUCTORS FROM THE EQUIPMENT. EQUIPMENT SHALL BE REMOVED AND RELOCATED TO THE NEW LOCATION SHOWN ON THE CONTRACT DRAWINGS. 10. CONDUIT REMOVALS: DISCONNECT AND REMOVE EXPOSED PORTIONS OF CONDUIT FOR EQUIPMENT TO BE REMOVED AND/OR RELOCATED. CUT, THREAD, COUPLE AND CAP EXISTING CONDUITS ADJACENT TO THE PENETRATION POINT WHERE THE CONDUITS ARE CONCEALED (IN WALLS, CONCRETE SLABS, BELOW GRADE). REPAIR WALL PENETRATIONS TO A WEATHER-TIGHT CONDITION MATCHING EXISTING WALL MATERIALS. EQUIPMENT GATE VALVE POND LEVEL INDICATOR AND ELECTRICAL CONDUIT REDUCER POLE-MOUNTED CONTROL EQUIPMENT AND PV PANEL TEE EDGE OF PAVEMENT B1 GEOTECHNICAL BORINGS 90° BEND 11. ARCHAEOLOGICAL BORINGS FLOW METER ANTENNA 12. ROLL CURB METER BOX CONTRACTOR ACCESS/ HAUL ROUTES 13. EXISTING RW TURNOUT INTERMEDIATE CONTOUR CULVERT EDGE OF PAVEMENT SS PIPELINE CATCH BASIN SPOT ELEVATION FENCE INDEX CONTOUR 14. MANHOLE RW PIPELINE EQUIPMENT TO REMAIN: PROVIDE NEW FEEDER OR BRANCH CIRCUIT CONDUIT AND WIRING TO EXISTING/RELOCATED EQUIPMENT REQUIRED TO REMAIN IN SERVICE. CUT AND REUSE EXISTING CONDUIT RUNS WHERE PRACTICAL. CIRCUIT CONDUCTORS SHALL BE REPLACED THE ENTIRE LENGTH OF THE CIRCUIT RUN. ELECTRICAL PLANS: CONTRACTOR SHALL REFER TO ONE-LINES, SCHEMATICS, CONDUIT RISER DIAGRAMS AND DETAILS TO COORDINATE CONDUIT AND CIRCUIT REQUIREMENTS FOR EACH SYSTEM. FIBER OPTIC PATCH PANEL (FOPP) ENCLOSURE: ALL INDOOR FIBER OPTIC PATCH PANELS SHALL BE MOUNTED IN NEMA 12 ENCLOSURES IN ORDER TO ACCOMMODATE CONDUIT ENTRIES AND EXITS AND TO FACILITATE CONDUIT ROUTING IN THE BUILDING. ALL EXTERIOR FIBER OPTIC PATCH PANELS SHALL BE MOUNTED IN NEMA 4X ENCLOSURES. CONDUIT PENETRATIONS: WHERE CONDUITS ARE TOO LARGE FOR TERMINATION INTO CABINETS, CONTROL PANELS, INSTRUMENT ENCLOSURES OR OTHER ENCLOSURES DUE TO STANDARD KNOCK OUT SIZE, THE CONTRACTOR SHALL PROVIDE AN INTERMEDIATE PULL BOX IN ORDER TO COORDINATE A TRANSITION IN CONDUIT SIZE. THIS SHALL BE COORDINATED WITH THE ENGINEER IN THE FIELD ON A CASE BY CASE BASIS. BOLLARD 15. 16. SPARE WIRING: WHERE SPARE POWER AND CONTROL WIRING IS REQUIRED PER THE DRAWINGS AND/OR SPECIFICATIONS, SPARE WIRE SHALL BE PROVIDED WITH SUFFICIENT LENGTH TO EXTEND TO THE FURTHEST TERMINAL BLOCK/BUCKET/AREA OF THE ENCLOSURE BEING SERVED. PROVIDE NAMEPLATE TO EXISTING PANELS AND EQUIPMENT INDICATING THE EQUIPMENT'S TAG NUMBER FOR ALL EXISTING EQUIPMENT THAT IS TO BE CONNECTED TO THE RTU/SCADA FOR MONITORING AND CONTROL. Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 27 November 2013 - 2:14 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: DRAWING TITLE CONDUIT OR CONDUCTOR 5. 8" PVC PS3-1 1 JB DRAWING NO. C NEW DESIGNATION FOR NEW EQUIPMENT: SHEET NO. LE LEGEND EQUIPMENT DESIGNATION INPUT/OUTPUT A OR AMP 12" W 12" DI, W I/O DRAWING INDEX 28 JOINT TRENCH LAT LF LONG 12" DI, W INCH INVERT IRRIGATION J/T PIPE DESIGNATION HORIZONTAL IN INV IRR DRAWING NUMBER SHOWN AS " - " IF TAKEN & SHOWN ON SAME SHEET. GAS GAUGE H, HORIZ SCALE: 1/4"=1'-0" EXISTING EAST EACH ELEVATION EDGE OF PAVEMENT EASEMENT EXISTING FIRE HYDRANT FLOWLINE FIRE SERVICE FEET OR FOOT G G DETAIL DRAWING NUMBER WHERE TAKEN DESIGNATION FOR NEW PIPING: DEPARTMENT DETAIL DROP INLET DIAMETER DRAWING (E) E EA EL, ELEV EP ESMT EX FH FL FS FT ON DRAWING WHERE SECTION IS SHOWN: 1 CONDUIT CATCH BASIN CONTROLLED DENSITY FILL CAST IRON CURED-IN-PLACE PIPE CLEAR CENTERLINE CORRUGATED METAL PIPE CLEANOUT CONCRETE CONTROL CENTER CULVERT DEPT DET DI DIA DWG 1 DETAIL DESIGNATION BORING BUILDING BENCH MARK BOTTOM C CB CDF CI CIPP CLR CL CMP CO CONC CNTRL CTR CULV ON DRAWING WHERE SECTION IS SHOWN: A AT AGGREGATE BASE ASBESTOS CEMENT ASSESSORS PARCEL NUMBER ELECTRICAL ABBREVIATIONS AND ELECTRICAL NOTES Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 G-002.dwg BL Designer MJ Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale NONE This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size G-002 Sht 2 of 50
  3. 3. R D CONTROL POINTS SS POINT # NORTHING DESCRIPTION EASTING ELEVATION LE IL TV N U D R EL N N FI 80.94 SET NAIL AT AERIAL PANEL 1905352.16 6463204.02 76.61 SET NAIL AT AERIAL PANEL 1905780.94 6459791.17 85.67 SET NAIL AT AERIAL PANEL 1908117.50 6455949.72 145.15 SET NAIL AT AERIAL PANEL 1906589.50 6458350.20 97.80 SET NAIL AT AERIAL PANEL 1905895.06 6457683.06 106.86 SET NAIL AT AERIAL PANEL 1906563.60 6458210.20 101.37 SET NAIL AT AERIAL PANEL 1908307.06 6457487.87 103.96 SET NAIL AT AERIAL PANEL 1904864.96 6465099.96 83.79 SET NAIL AT AERIAL PANEL 1906594.91 6468391.52 81.92 SET NAIL AT AERIAL PANEL 1906999.97 6468920.74 88.53 SET NAIL AT AERIAL PANEL 1909584.23 6467279.11 134.37 SET NAIL AT AERIAL PANEL 1911651.29 6465338.64 153.40 SET NAIL AT AERIAL PANEL 1909397.25 6464425.86 128.07 SET NAIL AT AERIAL PANEL 1913252.17 6464212.92 96.29 SET NAIL AT AERIAL PANEL 421 YO 6461597.60 1905076.64 6458318.51 100.32 SET NAIL AT AERIAL PANEL 4 1906750.83 419 6 405 418 0 -1 SET NAIL AT AERIAL PANEL 417 0 -1 83.28 416 C 6461653.46 415 C 1907952.05 412 B6 404 414 C SET NAIL AT AERIAL PANEL 411 05 -1 84.68 410 B5 6459963.58 413 BERINGER POND 1906266.52 409 B4 SET NAIL AT AERIAL PANEL 408 N 91.48 407 C 6461011.03 403 07 -1 1912056.72 406 C R O 401 B7 YO UN O AD DR D * DO NOT DISTURB ANY SURVEY CONTROL OR BOUNDARY MONUMENTS. L AI TR 29 LA N LA E N STAG'S LEAP WINE CELLARS POND 11 1 C- B2 B1 0 11 C- N LA A NAP SO 2 -11 U C R TH 14 1 C- GHD TOPOGRAPHICAL GROUND SURVEY, AUGUST 2011 * AERIAL SURVEY BY 3DI WEST, FLOWN AUGUST 16, 2011 FROM EUGENE OREGON (JOB#11-06) ER AY A R IA B3 HORIZONTAL CONTROL: CALIFORNIA COORDINATE SYSTEM ZONE 2 NAD 83 * LV HW CONSTRUCTION LAUYDOWN AREA B8 VERTICAL BENCHMARK: FOUND BRASS DISK - “VET HOME” ELEVATION 94.26 NAVD 88 * 1 -11 C SI T EE TR TS G HI C O IF L N C 02 -1 C 03 -1 * O ER RIV DR C-108 CLOS DU VAL/ REGUSCI POND YOUNTVILLE JOINT TREATMENT PLANT SI LV ER MONDAVI POND O AD IL AI TR ING SH WA VI D AR Y NE W VIE DR C-109 TO C-109 NS CHIMNEY ROCK POND EE TR T 0 OVERALL SITE PLAN, KEY MAP, AND CONTROL DIAGRAM Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 6 December 2013 - 4:46 PM Plotted by: Aaron Foscato Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 G-003.dwg 600 900 1200' SCALE 1"=600' AT ORIGINAL SIZE Reuse of Documents FINAL TOWN REVIEW NFC 300 BL Designer MJ Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size G-003 Sht 3 of 50
  4. 4. MITIGATION MEASURES GENERAL NOTES GENERAL NOTES PROJECT MEASURE 1: BASIC AIR QUALITY MEASURES THE CONTRACTOR SHALL IMPLEMENT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT'S BASIC CONSTRUCTION MEASURES, WHICH CONSIST OF THE FOLLOWING: 1. ALL EXPOSED SURFACES (E.G., PARKING AREAS, STAGING AREAS, SOIL PILES, GRADED AREAS, AND UNPAVED ACCESS ROADS) SHALL BE WATERED UP TO TWO TIMES PER DAY AS NECESSARY TO REDUCE DUST. ALL HAUL TRUCKS TRANSPORTING SOIL, SAND, OR OTHER LOOSE MATERIAL OFF-SITE SHALL BE COVERED. ALL VISIBLE MUD OR DIRT TRACK-OUT ONTO ADJACENT PUBLIC ROADS SHALL BE REMOVED USING WET POWER VACUUM STREET SWEEPERS AT LEAST ONCE PER DAY. THE USE OF DRY POWER SWEEPING IS PROHIBITED. ALL VEHICLE SPEEDS ON UNPAVED ROADS SHALL BE LIMITED TO 15 MPH. ALL ROADWAYS, DRIVEWAYS, AND SIDEWALKS TO BE PAVED SHALL BE COMPLETED AS SOON AS POSSIBLE. IDLING TIMES SHALL BE MINIMIZED EITHER BY SHUTTING EQUIPMENT OFF WHEN NOT IN USE OR REDUCING THE MAXIMUM IDLING TIME TO 5 MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXICS CONTROL MEASURE TITLE 13, SECTION 2485 OF CALIFORNIA CODE OF REGULATIONS [CCR]). CLEAR SIGNAGE SHALL BE PROVIDED FOR CONSTRUCTION WORKERS AT ALL ACCESS POINTS. ALL CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ALL EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC AND DETERMINED TO BE RUNNING IN PROPER CONDITION PRIOR TO OPERATION. POST A PUBLICLY VISIBLE SIGN WITH THE TELEPHONE NUMBER AND PERSON TO CONTACT AT THE LEAD AGENCY REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 48 HOURS. THE AIR DISTRICT'S PHONE NUMBER SHALL ALSO BE VISIBLE TO ENSURE COMPLIANCE WITH APPLICABLE REGULATIONS. 2. 3. 4. 5. 6. 7. 8. PROJECT MEASURE 2: TRAFFIC CONTROL PLAN THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN TO MINIMIZE THE IMPACTS OF CONSTRUCTION TRAFFIC ON PROJECT AREA ROADWAYS AND AT KEY INTERSECTIONS USED DURING CONSTRUCTION. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE FOLLOWING PROVISIONS AND MAY INCLUDE OTHER MEASURES IF A FURTHER NEED IS IDENTIFIED. 1. 2. LOCATION(S) OF DESIGNATED PROJECT CONSTRUCTION STAGING AREAS. POST WARNING SIGNAGE AT POINTS WHERE CONSTRUCTION TRAFFIC WILL ENTER OR LEAVE SOLANO DR, LAND LANE, AND SILVERADO TRAIL USE FLAG CONTROL DURING WORK HOURS WHEN EQUIPMENT OR MATERIALS ARE DELIVERED TO THE WORK AREA. DETOUR ROUTES TO BE USED IN ORDER TO MAINTAIN ACCESS DURING VARIOUS PHASES OF THE PROJECT'S CONSTRUCTION. RESTRICT ALL CONSTRUCTION TRAFFIC TO NORMAL DAYTIME BUSINESS HOURS, UNLESS THE TOWN IDENTIFIES A NEED FOR OFF-HOURS ROUTING TO AVOID IMPACTS ON PEAK-HOUR COMMUTE TRAFFIC. CONSULT WITH THE NAPA COUNTY FIRE DEPARTMENT AND PROVIDE NOTIFICATION OF THE TIMING, LOCATION, AND DURATION OF CONSTRUCTION IN THE VICINITY OF THE YOUNTVILLE FIRE STATION. IN ORDER TO MINIMIZE ANY POTENTIAL OVERLAP WITH OTHER CONSTRUCTION AND ROADWAY IMPROVEMENT PROJECT(S), THE CONTRACTOR SHALL WORK WITH THE TOWN AND NAPA COUNTY TO IDENTIFY THE ROUTES AND INTERSECTIONS THAT SHOULD BE AVOIDED, AS WELL AS APPROPRIATE ALTERNATE TRAVEL ROUTES OR TIMES. THE PLAN SHALL ADDRESS ROUTES TO MINIMIZE CONSTRUCTION TRAFFIC ON STATE HIGHWAY 29 DURING PEAK HOURS. 3. 4. 5. 6. IN THE CASE OF AN UNANTICIPATED ARCHAEOLOGICAL DISCOVERY, IF IT IS DETERMINED THAT THE FIND IS UNIQUE UNDER THE NATIONAL HISTORIC PRESERVATION ACT (NHPA) AND/OR POTENTIALLY ELIGIBLE FOR LISTING IN THE NATIONAL REGISTER, AND THE SITE CANNOT BE AVOIDED, THE CONTRACTOR SHALL DEVELOP A RESEARCH DESIGN AND EXCAVATION PLAN, PREPARED BY AN ARCHAEOLOGIST, OUTLINING RECOVERY OF THE RESOURCE, ANALYSIS, AND REPORTING OF THE FIND. TREATMENT AND RESOLUTION MAY INCLUDE MODIFYING THE PROJECT TO ALLOW THE MATERIALS TO BE LEFT IN PLACE, OR UNDERTAKING DATA RECOVERY OF THE MATERIALS IN ACCORDANCE WITH STANDARD ARCHAEOLOGICAL METHODS; PROTECTION AND PRESERVATION OF RESOURCES IS PREFERABLE IF FEASIBLE. THE RESEARCH DESIGN AND EXCAVATION PLAN SHALL BE SUBMITTED TO RECLAMATION STAFF WHO WOULD NOTIFY THE SHPO AND THE NATIVE AMERICAN REPRESENTATIVES. RECLAMATION AND THE SWRCB SHALL APPROVE THE PLAN PRIOR TO CONSTRUCTION BEING RESUMED. IN THE EVENT THAT THE CONTRACTOR MUST WORK IN THE STATE RIGHT-OF-WAY (I.E. STATE HIGHWAY 29), THE CONTRACTOR SHALL SUBMIT A STANDARD ENCROACHMENT PERMIT APPLICATION TO CALTRANS DURING THE DESIGN OF PHASE 3 OF THE PROJECT. IF AN UNANTICIPATED ARCHAEOLOGICAL DISCOVERY DURING GROUND-DISTURBING ACTIVITIES OCCURS WITHIN THE STATE RIGHT-OF-WAY, THE CALTRANS OFFICE OF CULTURAL RESOURCE STUDIES, DISTRICT 4, SHALL BE CONTACTED. MITIGATION MEASURE CR-6: PROCEDURES FOR ENCOUNTERING HUMAN REMAINS IF HUMAN REMAINS ARE DISCOVERED, POTENTIALLY DAMAGING ACTIVITIES SHALL BE HALTED AND NO FURTHER EXCAVATION OF THE REMAINS OR NEARBY AREA CAN OCCUR UNTIL THE NAPA COUNTY CORONER HAS MADE NECESSARY FINDINGS AS TO THE ORIGIN OF THE REMAINS, IN ACCORDANCE WITH THE HEALTH AND SAFETY CODE 7050.5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COUNTY CORONER AND A PROFESSIONAL ARCHAEOLOGIST TO DETERMINE THE NATURE OF THE REMAINS. AT THE SAME TIME, AN ARCHAEOLOGIST SHALL BE CONTACTED TO EVALUATE THE SITUATION. AS THE PROPERTY HAS BEEN REPEATEDLY TILLED AND GRADED, THE POSSIBILITY EXISTS THAT HUMAN REMAINS MAY BE FRAGMENTARY AND MIXED WITH SURROUNDING SOILS. IF HUMAN REMAINS ARE ENCOUNTERED, ALL GROUND DISTURBANCE WITHIN A 50 FEET DIAMETER AREA SHALL BE HALTED UNTIL THE ARCHAEOLOGIST AND THE CORONER HAVE REVIEWED THE REMAINS. IF THE CORONER DETERMINES THAT THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE TOWN SHALL NOTIFY THE NATIVE AMERICAN HERITAGE COMMISSION WITHIN 24 HOURS OF IDENTIFICATION, AS WELL AS THE RECLAMATION REPRESENTATIVE. THE COMMISSION THEN NOTIFIES THE MOST LIKELY DESCENDANT, WHO HAS 48 HOURS TO MAKE RECOMMENDATIONS TO THE LANDOWNER FOR THE DISPOSITION OF THE REMAINS. REMAINS SHALL BE TREATED IN ACCORDANCE WITH PUBLIC RESOURCES CODE §5097.9. 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES PRIOR TO COMMENCEMENT OF ANY WORK EXCEPT THOSE SPECIFICALLY NOTED IN SPECIFICATIONS AS PROVIDED BY TOWN OF YOUNTVILLE 3. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM NAPA COUNTY, CA BEFORE START OF WORK. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE PERMIT WORK HOURS ARE LIMITED TO MONDAY THROUGH FRIDAY 8 A.M. TO 5 P.M. AT THE PROJECT SITE AND 7:30 A.M. TO 4 P.M. AT THE TREATMENT PLANT. TIME AT THE TREATMENT PLANT HAS SOME FLEXIBILITY; HOWEVER DIFFERING HOURS NEED TO BE COORDINATED WITH DON MOORE, UTILITY OPERATIONS SUPERVISOR. INSPECTION WILL BE AVAILABLE MONDAY THROUGH FRIDAY FROM 8 A.M. TO 4 P.M. ANY WEEKEND WORK IS SUBJECT TO TOWN APPROVAL. 5. PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO BEGINNING OF WORK. CONTACT THE ENGINEER TO SCHEDULE SUCH MEETING. 6. IF PALEONTOLOGICAL RESOURCES (E.G., VERTEBRATE BONES, TEETH, OR ABUNDANT AND WELL-PRESERVED INVERTEBRATES OR PLANTS) ARE ENCOUNTERED DURING CONSTRUCTION, THE TOWN SHALL HALT GROUND-DISTURBING WORK IN THE VICINITY OF THE FIND. WORK NEAR THE FIND SHALL NOT BE RESUMED UNTIL A QUALIFIED PALEONTOLOGIST HAS EVALUATED THE MATERIALS AND OFFER RECOMMENDATIONS FOR FURTHER ACTION, INCLUDING SALVAGE OF ANY SIGNIFICANT PALEONTOLOGICAL RESOURCES. ANY DISCREPANCY DISCOVERED BY CONTRACTOR IN THESE PLANS OR ANY FIELD CONDITIONS DISCOVERED BY CONTRACTOR THAT MAY DELAY OR OBSTRUCT THE PROPER COMPLETION OF THE WORK PER THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND THE OWNER IMMEDIATELY UPON DISCOVERY. SAID NOTIFICATION SHALL BE IN WRITING. 4. MITIGATION MEASURE CR-5: PROTECTION AND PRESERVATION OF PALEONTOLOGICAL MATERIALS 1. WITHIN 48 HOURS OF PAVING, ALL WATER VALVE BOXES WILL BE BROUGHT TO GRADE AND INSPECTION REQUESTED. GENERAL UNDERGROUND NOTES 1. NO GUARANTEE IS INTENDED THAT UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THESE PLANS MAY BE ENCOUNTERED. THOSE SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE AND THE CONTRACTOR IS CAUTIONED THAT THE OWNER, THE ENGINEERS, AND THE TOWN OF YOUNTVILLE ASSUME NO RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL COOPERATE WITH ALL UTILITY COMPANIES WORKING WITHIN THE LIMITS OF THIS PROJECT. 2. CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL EXISTING UTILITIES HAVE BEEN MARKED IN THE FIELD BY THE APPLICABLE ENTITY RESPONSIBLE FOR THAT PARTICULAR UTILITY. THE CONTRACTOR SHALL NOTIFY EACH APPLICABLE ENTITY AT LEAST 24 HOURS BEFORE STARTING WORK. 3. UNDERGROUND SERVICE ALERT: CALL TOLL FREE (800) 642-2444 AT LEAST 48 HOURS PRIOR TO EXCAVATION. 4. CONTRACTOR SHALL UNCOVER EXISTING BURIED UTILITIES IN THE PRESENCE OF UTILITY OWNER TO VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES. BURIED UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, WATER MAINS AND SERVICES, SEWER MAINS AND LATERALS, STORM DRAINS, GAS MAINS AND LATERALS, ELECTRICAL DISTRIBUTION LINES, TELEPHONE AND CABLE TV LINES. ALL UTILITIES CONFLICTING WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED OR RESOLVED PRIOR TO THE START OF CONSTRUCTION, OR CONFLICTING FACILITIES 5. ALL UNDERGROUND IMPROVEMENTS SHALL BE INSTALLED AND APPROVED PRIOR TO PAVING. 6. ALL MATERIAL, WORKMANSHIP AND CONSTRUCTION DETAILS SHALL CONFORM TO THE TOWN OF YOUNTVILLE CONSTRUCTION STANDARD SPECIFICATIONS, INCLUDING ALL ADDENDA, STANDARD PLAN AND SPECIAL PROVISION REVISIONS. IF CONSTRUCTION DEWATERING IS REQUIRED, THE TOWN SHALL EVALUATE REASONABLE OPTIONS FOR DEWATERING MANAGEMENT. THE FOLLOWING MANAGEMENT OPTIONS SHALL BE CONSIDERED: 7. ITEMS SPECIFIED ON THE STANDARD PLANS ARE APPROVED FOR USE BY THE TOWN OF YOUNTVILLE. ALL SUBSTITUTES OR ALTERATIONS SHALL BE SUBMITTED TO THE TOWN OF YOUNTVILLE FOR REVIEW AND APPROVAL. 1. 2. 3. RECYCLED WATER SYSTEM MITIGATION MEASURE HYD- 1: STORM WATER POLLUTION PREVENTION PLAN THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING MEASURES TO AVOID IMPACTS TO CALIFORNIA RED-LEGGED FROGS (CRLF) DURING CONSTRUCTION WITHIN 50 FEET OF THE AGRICULTURAL IRRIGATION PONDS: THE CONTRACTOR SHALL OBTAIN COVERAGE UNDER SWRCB (STATE WATER RESOURCES CONTROL BOARD) ORDER NO. 2009-0009-DWQ, WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES. THE CONTRACTOR SHALL SUBMIT PERMIT REGISTRATION DOCUMENTS (NOTICE OF INTENT, RISK, ASSESSMENT, SITE MAPS, SWPPP, ANNUAL FEE, AND CERTIFICATIONS) TO THE STATE WATER RESOURCES CONTROL BOARD. THE SWPPP SHALL ADDRESS POLLUTANT SOURCES, NON-STORM WATER DISCHARGES RESULTING FROM CONSTRUCTION DEWATERING, BEST MANAGEMENT PRACTICES, AND OTHER REQUIREMENTS SPECIFIED IN THE ORDER. THE BMPS SHALL INCLUDE ANY MEASURES INCLUDED IN THE EROSION AND SEDIMENT CONTROL PLANS DEVELOPED FOR THE PROJECT TO MINIMIZE DISTURBANCE AFTER GRADING OR CONSTRUCTION. THE SWPPP SHALL ALSO INCLUDE DUST CONTROL PRACTICES TO PREVENT WIND EROSION, SEDIMENT TRACKING AND DUST GENERATION BY CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL ENSURE THAT A QUALIFIED SWPPP PRACTITIONER OVERSEES IMPLEMENTATION OF THE SWPPP, INCLUDING VISUAL INSPECTIONS, SAMPLING AND ANALYSIS, AND ENSURING OVERALL COMPLIANCE. 1. MITIGATION MEASURE HYD- 2: CONSTRUCTION DEWATERING 7. MITIGATION MEASURE BIO-1: AVOID IMPACTS TO CALIFORNIA RED-LEGGED FROG GROUND DISTURBING CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE DRY SEASON PERIOD FROM APRIL 1 THROUGH NOVEMBER 1 TO AVOID POTENTIAL RED-LEGGED FROG DISPERSAL EVENTS. A QUALIFIED BIOLOGIST, HIRED BY THE CONTRACTOR BUT APPROVED BY THE TOWN, SHALL CONDUCT A PRE-CONSTRUCTION SURVEY IMMEDIATELY PRECEDING ANY CONSTRUCTION ACTIVITY WITHIN 50 FEET OF THE IRRIGATION PONDS. THE BIOLOGIST SHALL REMAIN ON-SITE DURING GROUND DISTURBING CONSTRUCTION WITHIN 50 FEET OF A POND. IF A CRLF IS ENCOUNTERED DURING CONSTRUCTION, ALL CONSTRUCTION ACTIVITIES IN THE IMMEDIATE AREA SHALL CEASE UNTIL THE ANIMAL MOVES AWAY OF ITS OWN VOLITION. CONSTRUCTION CANNOT BEGIN UNTIL THE CRLF HAS LEFT THE CONSTRUCTION AREA. IF CRLF DO NOT LEAVE THE SITE TO ALLOW FOR CONSTRUCTION, THE TOWN SHALL CONTACT USFWS FOR DIRECTION ON HOW TO PROCEED. PRIOR TO THE START OF CONSTRUCTION, A USFWS-APPROVED BIOLOGIST SHALL TRAIN ALL CONSTRUCTION PERSONNEL REGARDING HABITAT SENSITIVITY, IDENTIFICATION OF SPECIAL STATUS SPECIES, AND REQUIRED PRACTICES BEFORE THE START OF CONSTRUCTION. BECAUSE DUSK AND DAWN ARE OFTEN THE TIMES WHEN CRLF ARE MOST ACTIVELY FORAGING AND DISPERSING, ALL CONSTRUCTION ACTIVITIES SHALL CEASE ONE-HALF HOUR BEFORE SUNSET AND SHALL NOT BEGIN PRIOR TO ONE-HALF HOUR BEFORE SUNRISE. ALL VEHICLE PARKING SHALL BE RESTRICTED TO PREVIOUSLY DETERMINED STAGING AREAS OR EXISTING ROADS. THE FUELING AND MAINTENANCE OF VEHICLES AND OTHER EQUIPMENT SHALL OCCUR AT LEAST 20 METERS (65 FEET) FROM ANY RIPARIAN HABITAT OR WATER BODY. 2. 3. 4. 5. 6. IF CONSTRUCTION IS SCHEDULED TO START BETWEEN JANUARY 31 AND OCTOBER 1, A QUALIFIED BIOLOGIST, HIRED BY THE CONTRACTOR BUT APPROVED BY THE TOWN, SHALL CONDUCT PRECONSTRUCTION NESTING SURVEYS WITHIN 48 HOURS OF CONSTRUCTION FOR NESTING PASSERINES (SMALL SONGBIRDS) AND RAPTORS. TREES WITHIN A 200-FOOT RADIUS SHALL BE INCLUDED IN THE SURVEYS. IF ACTIVE NESTS ARE LOCATED IN THE WORK AREA, THE BIOLOGIST, IN CONSULTATION WITH CDFG, (CALIFORNIA DEPARTMENT OF FISH AND GAME), SHALL ESTABLISH AN APPROPRIATELY SIZED BUFFER AROUND THE NEST IN WHICH NO WORK WILL BE ALLOWED UNTIL THE YOUNG HAVE SUCCESSFULLY FLEDGED. A MINIMUM OF A 50-FOOT BUFFER ZONE SHALL BE PLACED AROUND PASSERINE NESTS AND 250-FOOT BUFFERS SHALL BE PLACED AROUND RAPTOR NESTS. IF A QUALIFIED BIOLOGIST DETERMINES THAT LESS OF A BUFFER ZONE IS ACCEPTABLE, THE SIZE OF THE BUFFER ZONE MAY BE REDUCED UPON APPROVAL BY CDFG. BIO-3: AVOID OR RESTORE JURISDICTIONAL WETLANDS AND WATERS TEMPORARILY AFFECTED BY THE CONTRACTOR SHALL IMPLEMENT AVOIDANCE AND MINIMIZATION MEASURES, INCLUDING BEST MANAGEMENT PRACTICES (BMPS), TO PROTECT JURISDICTIONAL WETLANDS AND WATERS DURING CONSTRUCTION. MATERIALS AND FLUIDS GENERATED BY CONSTRUCTION ACTIVITIES SHALL BE PLACED AT LEAST 25 FEET AWAY FROM WETLAND AREAS OR DRAINAGES UNTIL THEY CAN BE DISPOSED OF AT A PERMITTED SITE. ALL WETLANDS AND WATERS AREAS LOCATED ADJACENT TO THE CONSTRUCTION ZONE THAT COULD BE AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE TEMPORARILY FENCED OFF AND DESIGNATED AS ENVIRONMENTALLY SENSITIVE AREAS TO PREVENT ACCIDENTAL INTRUSION BY WORKERS AND EQUIPMENT. IF DISCHARGING TO THE SANITARY SEWER, THE TOWN SHALL ISSUE A ONE-TIME DISCHARGE PERMIT OR OTHER TYPE OF APPROVAL REQUIRING, AS NECESSARY, MEASURES FOR CHARACTERIZING THE DISCHARGE AND ENSURING FILTERING METHODS AND MONITORING TO VERIFY THAT THE DISCHARGE IS COMPLIANT WITH THE TOWN'S LOCAL WASTEWATER DISCHARGE REQUIREMENTS. IF DISCHARGING TO A LOCAL SURFACE WATER OR STORM DRAIN, THE DISCHARGE SHALL BE MANAGED AS A NON-STORM WATER DISCHARGE AND CONTROL MEASURES SHALL BE INCLUDED IN THE SWPPP PREPARED UNDER ORDER NO. 2009-0009-DWQ. THE CONTRACTOR SHALL CHARACTERIZE THE GROUNDWATER PRIOR TO DISCHARGE AND IMPLEMENT CONTROL MEASURES, SUCH AS SETTLING AND/OR FILTRATION TO ENSURE THAT EXCESSIVE SEDIMENT IS NOT DISCHARGED, AND MANAGE DISCHARGE RATES TO PREVENT EROSION DOWNSTREAM. 1. 2. 3. INSTALL PIPELINES WHEN WETLANDS AND STREAMS ARE DRY. RESTORE ORIGINAL CONTOURS AND DRAINAGE PATTERNS, BOTH INTO AND OUT OF THE WETLAND. SPREAD A COVER OF STRAW, RICE STRAW IF AVAILABLE, OVER DISTURBED SOILS AND WORK INTO SOIL. THIS PRACTICE SHALL NOT BE IMPLEMENTED IN WETLAND SOILS. APPLY AN ORGANICALLY BASED TACKIFIER ON DISTURBED AREAS TO REDUCE AIR AND WATER EROSION OF SOILS. PLANTS SHALL BE INSTALLED, MAINTAINED AND REPLACED SUCH THAT 70 PERCENT OF THE DESIGN PLANT DENSITY IS PRESENT ON THE FIVE-YEAR ANNIVERSARY OF PLANT INSTALLATION. 4. 5. THERE SHALL BE A FIVE HOUR MAXIMUM SHUTDOWN TIME OF EXISTING MAINS WHILE MAKING CONNECTION. TWENTY-FOUR HOUR NOTICE OF SHUTDOWN TO BE GIVEN TO TOWN AND ALL WATER CUSTOMERS BY CONTRACTOR. EXISTING VALVES ARE TO BE OPERATED BY TOWN PERSONNEL ONLY. NO WATER MAIN CONNECTIONS ARE PERMITTED ON FRIDAY OR ON ANY DAY PRECEDING A HOLIDAY. 2. START EXCAVATION BY EXPOSING CONNECTION POINT TO EXISTING MAIN TO DETERMINE ITS LINE AND GRADE. START NEW MAIN 8-10 FEET FROM AND ON SAME GRADE (AND LINE IF APPLICABLE) AS EXISTING MAIN. 3. ALL TRENCHING, BACKFILL AND RESURFACING REQUIRED FOR INSTALLATION OF RECYCLED WATER SYSTEM FACILITIES SHALL BE PER TOWN OF YOUNTVILLE STANDARD DRAWINGS. ONLY TOWN OF YOUNTVILLE PERSONNEL SHALL OPERATE VALVES ON EXISTING WATER MAINS OR WATER SERVICES. 5. ALL METER BOXES, VAULTS AND PITS SHALL BE BEDDED ON A 3" MINIMUM THICK, 3/4" DRAIN ROCK, CL ll AB, OR OTHER CLEAN MATERIAL WITH SAND EQUIVALENT OF 20 MINIMUM, UNCONTAMINATED BY NATIVE SOIL, AGAINST COMPACTED OR UNDISTURBED BASE. THE GRAVEL BED SHALL EXTEND TO A MINIMUM OF 4" BEYOND ALL SIDES OF THE METER BOX. BOX SHALL BE SET FLUSH WITH TOP OF CURB, SIDEWALK OR GROUND, WHICHEVER IS APPLICABLE. 6. BEFORE COMBUSTIBLE MATERIALS MAY BE STORED OR CONSTRUCTED ON SITE, THE FIRE DEPARTMENT MUST APPROVE FIRE FLOW AND ACCESS. 7. AFTER A STREET HAS BEEN PAVED, ALL WATER VALVE BOXES WILL BE MARKED IN WHITE PAINT BEFORE THE CLOSE OF THAT WORK DAY. MITIGATION MEASURE NOI-1: NOISE REDUCTION MEASURES DURING PROJECT CONSTRUCTION, THE CONTRACTOR(S) SHALL IMPLEMENT THE FOLLOWING MEASURES SUCH THAT NOISE FROM CONSTRUCTION DOES NOT EXCEED 70 DBA AT NOISE-SENSITIVE USES DURING DAYTIME HOURS. 1. 2. 3. 4. 5. THE FOLLOWING MEASURES SHALL BE IMPLEMENTED WHERE CONSTRUCTION IMPACTS TO JURISDICTIONAL WATERS AND WETLANDS CANNOT FEASIBLY BE AVOIDED. A WETLAND AND WATERS RESTORATION PLAN SHALL BE PREPARED PRIOR TO CONSTRUCTION. THE RESTORATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING MEASURES: 1. 4. MITIGATION MEASURE BIO-2: CONDUCT PRECONSTRUCTION NESTING SURVEYS FOR NESTING PASSERINES AND RAPTORS MITIGATION MEASURE CONSTRUCTION REUSE THE WATER ON-SITE FOR DUST CONTROL, COMPACTION, OR IRRIGATION. RETAIN THE WATER ON-SITE IN A GRASSY OR POROUS AREA TO ALLOW INFILTRATION/EVAPORATION. DISCHARGE (BY PERMIT) TO A SANITARY SEWER OR SURFACE WATER (THIS OPTION MAY REQUIRE A TEMPORARY METHOD TO FILTER SEDIMENT-LADEN WATER PRIOR TO DISCHARGE). 6. CONSTRUCTION WORK HOURS ARE LIMITED TO MONDAY THROUGH FRIDAY 8 A.M. TO 5 P.M. AT THE PROJECT SITE AND 7:30 A.M. TO 4 P.M. AT THE TREATMENT PLANT. USE QUIETEST AVAILABLE EQUIPMENT AND ELECTRICALLY-POWERED EQUIPMENT, RATHER THAN INTERNAL COMBUSTION ENGINES WHERE FEASIBLE. EQUIPMENT AND ON-SITE TRUCKS USED FOR PROJECT CONSTRUCTION SHALL UTILIZE THE BEST AVAILABLE NOISE CONTROL TECHNIQUES (E.G., IMPROVED MUFFLERS, EQUIPMENT REDESIGN, USE OF INTAKE SILENCERS, DUCTS, ENGINE ENCLOSURES, AND ACOUSTICALLY ATTENUATING SHIELDS OR SHROUDS, WHEREVER FEASIBLE). ALL CONSTRUCTION EQUIPMENT SHALL BE INSPECTED AT PERIODIC INTERVALS TO ENSURE PROPER MAINTENANCE AND RESULTING LOWER NOISE LEVELS. IMPACT TOOLS (E.G., JACK HAMMERS, PAVEMENT BREAKERS) USED FOR PROJECT CONSTRUCTION SHALL BE HYDRAULICALLY OR ELECTRICALLY POWERED WHEREVER POSSIBLE TO AVOID NOISE ASSOCIATED WITH COMPRESSED-AIR EXHAUST FROM PNEUMATICALLY POWERED TOOLS. AN EXHAUST MUFFLER ON THE COMPRESSED-AIR EXHAUST SHALL BE USED; THIS MUFFLER CAN LOWER NOISE LEVELS FROM THE EXHAUST BY UP TO ABOUT 10 DBA. EXTERNAL JACKETS ON THE TOOLS THEMSELVES SHALL BE USED WHERE FEASIBLE, WHICH COULD ACHIEVE A REDUCTION OF 5 DBA. A PRECONSTRUCTION MEETING SHALL BE HELD BETWEEN THE JOB INSPECTORS AND THE CONTRACTOR/ON-SITE PROJECT MANAGER TO CONFIRM THAT NOISE MITIGATION AND PRACTICES ARE COMPLETED PRIOR TO COMMENCEMENT OF CONSTRUCTION (INCLUDING CONSTRUCTION HOURS, NEIGHBORHOOD NOTIFICATION, ETC.). AN ON-SITE COMPLAINT AND ENFORCEMENT MANAGER SHALL BE POSTED TO RESPOND TO AND TRACK ANY NOISE COMPLAINTS. THE MANAGER SHALL BE RESPONSIBLE FOR RESPONDING TO ANY COMPLAINTS REGARDING CONSTRUCTION NOISE AND FOR COORDINATING WITH THE ADJACENT LAND USES. THE MANAGER SHALL DETERMINE THE CAUSE OF ANY COMPLAINTS AND COORDINATE WITH THE CONSTRUCTION TEAM TO IMPLEMENT EFFECTIVE MEASURES (CONSIDERED TECHNICALLY AND ECONOMICALLY FEASIBLE) WARRANTED TO CORRECT THE PROBLEM. THE TELEPHONE NUMBER OF THE ON-SITE COMPLAINT AND ENFORCEMENT MANAGER SHALL BE POSTED AT THE CONSTRUCTION SITE AND PROVIDED TO NEIGHBORS IN A NOTIFICATION LETTER. THE MANAGER SHALL BE TRAINED TO USE A SOUND LEVEL METER AND SHOULD BE AVAILABLE DURING ALL CONSTRUCTION HOURS TO RESPOND TO COMPLAINTS. MITIGATION MEASURE CR-4: TREATMENT OF ARCHAEOLOGICAL RESOURCES DISCOVERED DURING CONSTRUCTION IF ARCHAEOLOGICAL MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, THE PIECE OF EQUIPMENT THAT ENCOUNTERS THE MATERIALS MUST BE STOPPED, AND THE FIND INSPECTED BY A QUALIFIED ARCHAEOLOGIST, HIRED BY THE CONTRACTOR BUT APPROVED BY THE TOWN, TO EVALUATE THE MATERIALS AND RECOMMEND APPROPRIATE TREATMENT. PREHISTORIC ARCHAEOLOGICAL MATERIALS MIGHT INCLUDE OBSIDIAN AND CHERT FLAKED-STONE TOOLS (E.G., PROJECTILE POINTS, KNIVES, SCRAPERS) OR TOOLMAKING DEBRIS; CULTURALLY DARKENED SOIL (“MIDDEN”) CONTAINING HEAT-AFFECTED ROCKS, ARTIFACTS, OR SHELLFISH REMAINS; AND STONE MILLING EQUIPMENT (E.G., MORTARS, PESTLES, HANDSTONES, OR MILLING SLABS); AND BATTERED STONE TOOLS, SUCH AS HAMMERSTONES AND PITTED STONES. HISTORIC PERIOD MATERIALS MIGHT INCLUDE STONE, CONCRETE, OR ADOBE FOOTINGS AND WALLS; FILLED WELLS OR PRIVIES; AND DEPOSITS OF METAL, GLASS, AND/OR CERAMIC REFUSE. Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 25 November 2013 - 1:32 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 G-004.dwg BL Designer MJ Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale NONE This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size G-004 Sht 4 of 50
  5. 5. GENERAL NOTES 1. 2. 154' RE-SEED DISTURBED AREA CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS PRIOR TO CONSTRUCTION. (GAS AND IRRIGATION) 4. 96 CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF VINEYARD UTILITIES, GASLINES AND IRRIGATION WITHIN PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. 3. 96 CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTING RECYCLED WATER MAIN FOR CONNECTION WITH NEW MAIN. CONTRACTOR TO FIELD VERIFY EXISTING GASLINE LOCATION PRIOR TO CONSTRUCTION. 508' ASPHALT REPLACEMENT STA. 29+03 GRADE BREAK 8" 22.5° BEND STA. 28+04 8" 11.25° BEND STA. 28+20 GRADE BREAK 8" 22.5° BEND STA. 27+92 STA. 27+66 8" 11.25° BEND STA. 27+46 8" 45° BEND STA. 26+93 8" 90° BEND 88 STA. 26+41 8" GATE VALVE 92 STA. 26+38 EX. 8" RW 92 88 DEMOLITION SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE (APPROXIMATELY 3" THICK) 80 POSITIVE SLOPE 8" PVC C-900 RW LINE S IVE SIT PO 76 80 ELEVATION 84 3' MIN COVER 84 3.36' ELEVATION (E) GROUND 2034 SF 450 SF REMOVE AND REPLACE RIPRAP IN KIND PER DTL 4, SHEET C-505 E LOP CONSTRUCTION CONNECT TO EXISTING RECYCLED WATERLINE PER DTL. 1, SHEET C-505. 76 POSITIVE SLOPE 8" PVC C-900 RW LINE 1 EA INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE INSTALL 8" GATE VALVE, BOX AND COVER PER DTL 4, SHEET C-503 72 72 672 LF 1 EA INSTALL ASPHALT REPLACEMENT PER DTL 2 SHEET C-503 RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH 68 26+00 27+00 28+00 29+00 31+00 30+00 226 SY 274 SY 68 33+00 32+00 PARCEL LINE (TYP.) EDGE OF ROAD (TYP.) 27 28+00 LAND LANE E 00'42" N30° 4' 37.9 E '52" °57 0' 6 N1 0.0 2 12'00 "W 27+00 53.34' N59°1 8'00"E 54.83 ' N42°48'00"E 40.00' 30+00 8" PVC 31+00 8" PVC 32+00 19' 4' 26 25 15' WIDE TEMP. CONSTRUCTION EASEMENT EDGE OF VINEYARD (TYP.) 24 N 29 ° 26+38 8" PVC N44°57'41"E 573.00' 29+00 GASLINE - APPROXIMATE LOCATION MATCHLINE STA 33+00 SEE DRAWING C-103 RECYCLED WATERLINE PROFILE - BERINGER CONTROL POINTS POINT # NORTHING EASTING DESCRIPTION 21 1907538.98 6461319.99 APPROX. CONNECT TO EX. 8" RW 22 1907540.80 6461323.00 VALVE 23 1907566.97 6461367.13 8" 90° BEND 24 1907613.54 6461341.12 8" 45° BEND 25 1907632.10 6461346.77 8" 11.25° BEND 26 1907665.52 6461365.92 8" 11.25° BEND 27 1907694.87 6461393.10 8" DEFLECTION 22 21 23 LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. HORIZONTAL 1"=40' 0 AT ORIGINAL SIZE Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 6 December 2013 - 6:35 PM Plotted by: Aaron Foscato Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-101 to C-107.dwg RS 40' 60' 80' VERTICAL 1"=4' AT ORIGINAL SIZE RECYCLED WATERLINE PLAN - BERINGER 20' 2' 4' 6' 8' Designer MJ 0 Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-102 Sht 7 of 50
  6. 6. GENERAL NOTES 1. 2. CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. 96 CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. CONTRACTOR TO FIELD VERIFY EXISTING GASLINE LOCATION PRIOR TO CONSTRUCTION. 96 650' ASPHALT REPLACEMENT 92 92 88 88 DEMOLITION (E) GROUND 84 80 80 POSITIVE SLOPE 2600 SF ELEVATION 84 3' MIN COVER ELEVATION SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE (APPROXIMATELY 3" THICK) 8" PVC C-900 RW LINE CONSTRUCTION 76 76 289 SY 72 68 650 LF INSTALL ASPHALT REPLACEMENT PER DTL 2 SHEET C-503 72 INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE 68 39+50 33+00 34+00 35+00 36+00 38+00 37+00 39+00 RECYCLED WATERLINE PROFILE - BERINGER 8" PVC 35+00 34+00 36+00 8" PVC 15' WIDE TEMP. CONSTRUCTION EASEMENT EDGE OF VINEYARD (TYP.) LAND LANE GASLINE - APPROXIMATE LOCATION 37+00 8" PVC 38+00 39+00 8" PVC EDGE OF ROAD (TYP.) MATCHLINE STA 39+50 SEE DRAWING C-104 PARCEL LINE (TYP.) 19' MATCHLINE STA 33+00 SEE DRAWING C-102 CONTROL POINTS LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. HORIZONTAL 1"=40' 0 AT ORIGINAL SIZE Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 6 December 2013 - 6:38 PM Plotted by: Aaron Foscato Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-101 to C-107.dwg RS 40' 60' 80' VERTICAL 1"=4' AT ORIGINAL SIZE RECYCLED WATERLINE PLAN - BERINGER 20' 2' 4' 6' 8' Designer MJ 0 Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-103 Sht 7 of 50
  7. 7. GENERAL NOTES 1. 4. STA. 41+33 8" 22.5° BEND CONTRACTOR TO FIELD VERIFY EXISTING GASLINE LOCATION PRIOR TO CONSTRUCTION. 88 SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE (APPROXIMATELY 3" THICK) (E) GROUND 84 84 80 DEMOLITION POSITIVE SLOPE 80 ELEVATION STA. 40+95 EXISTING WATERLINE APPROX. LOCATION STA. 41+05 8" 22.5° BEND STA. 40+72 8" GATE VALVE STA. 40+75 STA. 40+69 8" 90° BEND TRIM EXISTING TREES AND BUSHES AS NEEDED UNDER THE DIRECTION OF A LICENSED ARBORIST. 92 3' MIN COVER ELEVATION 88 CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 96 775' RE-SEED DISTURBED AREA 125' ASPHALT REPLACEMENT 92 2. 3. 96 CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. 504 SF 15 LF REMOVE AND DISPOSE EXISTING WIRE FENCE REMOVE AND REPLACE VEGETATION AND IRRIGATION LINES IN KIND AS NEEDED. 1 LS 8" PVC C-900 RW LINE CONSTRUCTION 76 76 INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE 900 LF INSTALL 8" GATE VALVE, BOX AND COVER PER DTL 4, SHEET C-503 56 SY INSTALL ASPHALT REPLACEMENT PER DTL 2 SHEET C-503 72 72 1 EA 1378 SY RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH 15 LF REPLACE WIRE FENCE IN KIND 68 68 39+50 40+00 41+00 42+00 44+00 43+00 45+00 46+00 47+00 48+00 48+50 RECYCLED WATERLINE PROFILE - BERINGER CONTROL POINTS POINT # RW RW EDGE OF VINEYARD ROAD (TYP.) N44°54'24"E 651.85' 42+00 8"W 35'1 64° .62' N43°35'36"W N 27 36.01' 43+00 44+00 8" PVC 8" PVC 45+00 46+00 47+00 8" PVC 7' 9.5 15' WIDE TEMP. CONSTRUCTION EASEMENT 6' SOIL BORING (TYP.) 31 48+00 B7 6' RW N40°09'18"W 1337.64' RW PARCEL LINE (TYP.) MATCHLINE STA 48+50 SEE C-105 40+00 EDGE OF VINEYARD (TYP.) 30 RW Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 1/7/14 100% SUBMITTAL 5/24/13 Note: * indicates signatures on original issue of drawing or last revision of drawing Plotted by: Aaron Foscato Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-101 to C-107.dwg RS 20' 40' 60' 6462256.27 VALVE 1908588.08 6462233.34 8" 22.5° BEND 1908599.93 6462208.39 8" 22.5° BEND 80' VERTICAL 1"=4' AT ORIGINAL SIZE RECYCLED WATERLINE PLAN - BERINGER 6 December 2013 - 6:40 PM 1908564.24 LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. HORIZONTAL 1"=40' 0 AT ORIGINAL SIZE Plot Date: 8" 90° BEND 15' WIDE TEMP. CONSTRUCTION EASEMENT 32 Revision 6462258.17 32 41+00 No 1908561.99 31 EDGE OF ROAD (TYP.) DESCRIPTION 30 29 EASTING 29 SEE C-103 MATCHLINE STA 39+50 NORTHING 2' 4' 6' 8' Designer MJ 0 Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-104 Sht 8 of 50
  8. 8. GENERAL NOTES 1. 2. 96 CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 96 STA. 54+70 8" 90° BEND STA. 54+74 8" GATE VALVE STA. 54+84 900' RE-SEED DISTURBED AREA 92 92 88 (E) GROUND 84 3' MIN COVER 84 POSITIVE SLOPE 8" PVC C-900 RW LINE 80 DEMOLITION ELEVATION 88 ELEVATION CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. 80 CONSTRUCTION 76 76 INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE 900 LF INSTALL 8" GATE VALVE, BOX AND COVER PER DTL 4, SHEET C-503 72 48+50 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 1600 SY RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH 72 49+00 1 EA 57+50 EDGE OF VINEYARD ROAD (TYP.) CONTROL POINTS POINT # 50+00 51+00 52+00 8" PVC 53+00 6' 15' WIDE TEMP. CONSTRUCTION EASEMENT (TYP.) 34 PARCEL LINE (TYP.) 36 DESCRIPTION 1909148.14 6461745.86 PVC RW LINE 1909622.29 6461345.81 8" 90° BEND 36 B6 EASTING 35 54+00 N40°09'18"W 1337.64' 13.5' 6' 8" PVC 5.5' 49+00 NORTHING 34 35 1909624.50 6461348.04 VALVE 55+00 SEE C-104 MATCHLINE STA 48+50 RECYCLED WATERLINE PROFILE - BERINGER EDGE OF VINEYARD (TYP.) N45°18'29"E 917.44' 56+00 8" PVC 57+00 LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. RECYCLED WATERLINE PLAN - BERINGER Reuse of Documents FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 5 December 2013 - 1:57 PM Plotted by: Ben Langston Drawn Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-101 to C-107.dwg RS 20' 40' 60' 80' VERTICAL 1"=4' AT ORIGINAL SIZE Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 Job Project Manager Director HORIZONTAL 1"=40' 0 AT ORIGINAL SIZE MATCHLINE STA 57+50 SEE C-106 2' 4' 6' 8' Designer MJ 0 Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-105 Sht 9 of 50
  9. 9. GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS PRIOR TO CONSTRUCTION. STA. 64+02 STA. 63+91 8" GATE VALVE STA. 63+88 8" 90° BEND 348' ASPHALT REPLACEMENT 92 92 88 3' MIN COVER 3' MIN COVER (E) GROUND 84 84 POSITIVE SLOPE POSITIVE SLOPE ELEVATION 88 ELEVATION CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTING RECYCLED WATER MAIN FOR CONNECTION WITH NEW MAIN.. 2. 652' RE-SEED DISTURBED AREA DEMOLITION SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE (APPROXIMATELY 3" THICK) 1392 SF 8" PVC C-900 RW LINE 80 80 76 76 57+50 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 CONSTRUCTION 67+50 INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE RECYCLED WATERLINE PROFILE - BERINGER 1000 LF INSTALL 8" GATE VALVE, BOX AND COVER PER DTL 4, SHEET C-503 SEE C-107 MATCHLINE STA 67+50 1 EA 155 SY INSTALL ASPHALT REPLACEMENT PER DTL 2 SHEET C-503 1159 SY 67+00 8" PVC RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH N44°42'35"W 665.48' CONTROL POINTS POINT # DESCRIPTION 1910267.52 6461998.01 8" 90° BEND 38 1910269.19 6461996.36 VALVE SEE C-105 MATCHLINE STA 57+50 8" PVC 65+00 66+00 EASTING 37 PARCEL LINE (TYP.) NORTHING 15' WIDE TEMP. CONSTRUCTION EASEMENT B5 EDGE OF VINEYARD ROAD (TYP.) 58+00 8" PVC 60+00 59+00 N45°18'29"E 917.44' 61+00 62+00 8" PVC LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 38 63+00 64+00 37 15' WIDE TEMP. CONSTRUCTION EASEMENT HORIZONTAL 1"=40' 0 AT ORIGINAL SIZE Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 6 December 2013 - 6:43 PM Plotted by: Aaron Foscato Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-101 to C-107.dwg RS 40' 60' 80' VERTICAL 1"=4' AT ORIGINAL SIZE RECYCLED WATERLINE PLAN - BERINGER 20' 2' 4' 6' 8' Designer MJ 0 Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-106 Sht 10 of 50
  10. 10. 100 STA. 78+18 8" 90° BEND (2) 96 ELEVATION STA. 77+63 8" 90° BEND STA. 75+51 8" 90° BEND STA. 70+53 8" 90° BEND 92 (E) GROUND (E) GROUND 3' MIN COVER ELEVATION 96 92 104 266' 3/8" MINUS ROAD MIX GRAVEL REPLACEMENT STA. 78+10 METERING VALVE VAULT 801' ASPHALT REPLACEMENT STA. 78+64 100 STA. 78+43 STA. 78+32 8" 45° BEND STA. 78+36 8" 45° BEND 104 STA. 78+66 8" 22.5° BEND PIPE DISCHARGE DET. 2, SHT. C-501 21' 3/8" MINUS ROAD MIX GRAVEL REPLACEMENT 3' MIN COVER 3' MIN COVER 88 POSITIVE SLOPE 88 8" PVC C-900 RW LINE 84 84 6" PVC RW TO 6" DIP. RW POSITIVE SLOPE 8" PVC C-900 RW LINE 80 80 67+50 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 79+50 RECYCLED WATERLINE PROFILE - BERINGER GENERAL NOTES 1. 2. CONTROL POINTS NORTHING EASTING DESCRIPTION 39 1910740.46 6461529.84 8" 90° BEND 40 1911090.08 6461884.66 8" 90° BEND 41 1911241.13 6461735.82 8" 90° BEND 42 1911209.53 6461703.46 METER 43 1911160.51 6461654.30 8" DISCHARGE 42 BERINGER POND 78+78 8" DIP N45°19'03"E 107.18' CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 41 DEMOLITION 78+00 SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE (APPROXIMATELY 3" THICK) 3204 SF 43 20 LF REMOVE AND DISPOSE EXISTING FENCE 8" PVC PARCEL LINE (TYP.) CONSTRUCTION INSTALL 6' HIGH CHAIN LINK FENCE SEE DTL. 2 SHEET C-505 77+00 EDGE OF VINEYARD ROAD (TYP.) 20 LF 70+00 N44°42'35"W 665.48' 15' WIDE TEMP. CONSTRUCTION EASEMENT N44°34'39"W 212.05' 69+00 72+00 N45°25'21"E 498.13' 15' WIDE TEMP. CONSTRUCTION EASEMENT 1 EA 1 EA PARCEL LINE (TYP.) 1072 LF POND LEVEL MONITOR, INSTALL PER DTL 2, SHEET C-502 1 EA EQUIPMENT MOUNTING RACK. SEE DTL 1, SHEET E-506 EDGE OF VINEYARD ROAD (TYP.) INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE 1 EA POLE MOUNTED SCADA ANTENNA, SEE DTL 2, SHEET I-102 (NPI) 76+00 8" PVC SEE LEFT MATCHLINE STA 72+50 68+00 INSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6, SHEET C-502 DISCHARGE INTO POND PER DTL 2, SHEET C-501 39 8" PVC 71+00 SEE C-106 MATCHLINE STA 67+50 POINT # 25' WIDE TEMP. CONSTRUCTION EASEMENT (TYP.) CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. 1 EA INSTALL 1" CONDUIT FROM METERING VALVE TO CONTROL PANEL 8" PVC 73+00 74+00 N45°25'21"E 498.13' 75+00 15' WIDE TEMP. CONSTRUCTION EASEMENT (TYP.) INSTALL 1" CONDUIT FROM POND LEVEL JUNCTION BOX TO SCADA CONTROL PANEL 8" PVC 60 LF 60 LF 1 EA SCADA PANEL INSTALLATION. SEE DTL 3 ON SHEET E-506 (NPI) LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 40 B4 356 SY INSTALL ASPHALT REPLACEMENT PER DTL 2 SHEET C-503 37 SY RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH 1 EA CROSSING PCC PAD REFER TO DTL 3, SHEET C-501 INSTALL 1/2" MINUS ROAD MIX GRAVEL (2" THICK) ENTIRE WIDTH OF ROAD HORIZONTAL 1"=40' 0 AT ORIGINAL SIZE Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 6 December 2013 - 6:44 PM Plotted by: Aaron Foscato Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-101 to C-107.dwg BL 40' 60' 80' VERTICAL 1"=4' AT ORIGINAL SIZE MATCHLINE STA 72+50 SEE RIGHT RECYCLED WATERLINE PLAN - BERINGER 20' 2' 4' 6' 510 SY 56 LF INSTALL 8" CLASS 350 DIP FOR RECLAIMED WATER 8' Designer MJ 0 Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-107 Sht 11 of 50
  11. 11. STA. 10+03 EX. GATE VALVE GENERAL NOTES STA. 11+85 STA. 10+97 STA. 10+79 108 104 CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. 3. 108 CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTING RECYCLED WATER MAIN FOR CONNECTION WITH NEW MAIN.. 2. 112 STA. 10+45 6" 45° BEND STA. 10+26 6" 45° BEND STA. 10+05 EX. 6" RW STA. 10+00 EX. 6" TEE 1. CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 4. 112 CONTRACTOR SHALL REMOVE AND RETURN TO OWNER THE TEMPORARY RW SERVICE. 104 DEMOLITION 92 ELEVATION STA. 11+85 6" PIPE DISCHARGE DET. 2 SHT. C-501 STA. 11+30 6" PVC RW TO 6" DIP. RW 92 STA. 11+22 METERING VALVE VAULT 96 STA. 11+04 6" 45° BEND 96 REMOVE AND RETURN TO OWNER EXISTING 6" RECYCLED WATER LINE 100 STA. 10+65 6" 45° BEND ELEVATION 100 143 LF CONSTRUCTION CONNECT TO EXISTING RECYCLED WATERLINE PER DTL. 1, SHEET C-505. 1 EA INSTALL 6" C-900 CLASS 150 PVC RECLAIMED WATERLINE 130 LF INSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6, SHEET C-502 84 2' MIN COVER 1 EA POLE W/SCADA PANEL, ANTENNA, AND SOLAR POWER SOURCE, SEE DTL 1 SHEET I-102 (NPI) (E) GROUND 84 1 EA POND LEVEL MONITOR, INSTALL PER DTL 2, SHEET C-502 88 1 EA DISCHARGE INTO POND PER DTL 2, SHEET C-501 88 1 EA INSTALL 1" CONDUIT FROM METERING VALVE TO CONTROL PANEL POSITIVE SLOPE 80 INSTALL 1" CONDUIT FROM POND LEVEL JUNCTION BOX TO SCADA CONTROL PANEL 80 6" PVC C-900 RW LINE 95 LF 45 LF 1 EA SCADA PANEL INSTALLATION. SEE DTL 2 ON SHEET E-507 (NPI) 9+50 10+00 290 SY RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH 12+00 11+00 INSTALL 1/2" MINUS ROAD MIX GRAVEL (2" THICK) ENTIRE WIDTH OF ROAD EDGE OF VINEYARD ROAD (TYP.) 32 SY INSTALL 6" CLASS 350 DIP FOR RECLAIMED WATER RECYCLED WATERLINE PROFILE - MONDAVI 55 LF CONTROL POINTS POINT # NORTHING EASTING DESCRIPTION 44 1904991.69 6465137.91 APPROX. CONNECT TO EX. 6" RW 45 1904961.92 6465080.55 6" 45° BEND 46 1904978.14 6465029.33 6" 45° BEND 47 1904976.31 6465025.79 METER 48 1904953.79 6464982.41 6" DISCHARGE MONDAVI POND 44 64.63' 6" PVC S62°34'19"W 11 +0 0 45° BEND C PV 6" 3' .7 1"W 53 5'4 2 2° N7 10+00 45 48 52.86' S62°34'19"W 11+67 47 TEMP. CONSTRUCTION EASEMENT (TYP.) 45° BEND 46 HORIZONTAL 1"=40' 0 AT ORIGINAL SIZE Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 25 November 2013 - 1:36 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-108.dwg BL/MC 40' 60' 80' VERTICAL 1"=4' AT ORIGINAL SIZE RECYCLE WATERLINE PLAN - MONDAVI 20' 2' 4' 6' 8' Designer MJ 0 LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-108 Sht 12 of 50
  12. 12. GENERAL NOTES 1. 2. CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. N CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY AVAILABILITY OF POWER FOR METERING VALVE AND CONTROL PANEL. CONTRACTOR SHALL PROVIDE NEW SOLAR POWER SOURCE PER DET. 1, SHEET I-103 AS NECESSARY. DEMOLITION SEE GENERAL NOTE 3. 49 REMOVE AND SALVAGE EXISTING METER AND VAULT 1 EA 10' WIDE TEMP. CONSTRUCTION EASEMENT (TYP.) 10' WIDE TEMP. CONSTRUCTION EASEMENT (TYP.) CONSTRUCTION SI L OT AD IL RA A N OW TIO ' R OCA 35 . L X RO PP AP 1 EA EQUIPMENT MOUNTING RACK. SEE DTL 1, SHEET E-506 1 EA POLE MOUNTED SCADA ANTENNA, SEE DTL 2, SHEET I-102 (NPI) N OW TIO 2' R OCA 4 .L OX PR 1 EA POND LEVEL MONITOR, INSTALL PER DTL 2, SHEET C-502 R VE INSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6, SHEET C-502 1 EA INSTALL 1" CONDUIT FROM METERING VALVE TO CONTROL PANEL INSTALL 1" CONDUIT FROM POND LEVEL JUNCTION BOX TO SCADA CONTROL PANEL 0 CHIMNEY ROCK POND IMPROVEMENTS 15 30 45 60' 362 LF 95 LF POLE W/SCADA PANEL AND ANTENNA, SEE DTL 4 ON SHEET I-102 (NPI) SCADA PANEL INSTALLATION. SEE DTL 4, SHEET E-507 (NPI) SCALE 1"=30' AT ORIGINAL SIZE 1 EA 1 EA RE-SEED DISTURBED AREA PER SPECIFICATIONS, 10' WIDTH INSTALL RTU CABINET. SEE DETAILS 3 & 4, SHEET E-507 (NPI) N 1 LS CONNECT TO EXISTING 120V PANELBOARD. PROVIDE NEW BREAKER AS NECESSARY N 507 SY 1 LS CONTROL POINTS POINT # DESCRIPTION 1902672.89 6471416.04 METER SI L 10' WIDE TEMP. CONSTRUCTION EASEMENT (TYP.) EASTING 49 CHIMNEY ROCK NORTHING R VE OT AD IL RA SEE LEFT SEE ABOVE SITE MAP LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. CHIMNEY ROCK POND 0 CHIMNEY ROCK POND IMPROVEMENTS 15 30 45 60' SCALE 1"=30' AT ORIGINAL SIZE Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 25 November 2013 - 1:52 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-109.dwg 200 300 400' SCALE 1"=200' AT ORIGINAL SIZE Reuse of Documents FINAL TOWN REVIEW NFC 100 0 BL/MC Designer MJ Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-109 Sht 13 of 50
  13. 13. GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS PRIOR TO CONSTRUCTION. DEMOLITION SILVERADO TRAIL REMOVE AND SALVAGE EXISTING METER AND VAULT 1 EA CONSTRUCTION INSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6, SHEET C-502 POND LEVEL MONITOR, INSTALL PER DTL 2, SHEET C-502 1 EA EQUIPMENT MOUNTING RACK. SEE DTL 1, SHEET E-506 1 EA POLE MOUNTED SCADA ANTENNA, SEE DTL 2, SHEET I-102 (NPI) CLOS DU VAL/REGUSCI POND 1 EA 1 EA INSTALL 1" CONDUIT FROM METERING VALVE TO CONTROL PANEL 345 LF INSTALL 1" CONDUIT FROM POND LEVEL JUNCTION BOX TO SCADA CONTROL PANEL 40 LF 1 EA SCADA PANEL INSTALLATION. SEE DTL 2 ON SHEET E-506 (NPI) 428 SY EX. 6" PVC RE-SEED DISTURBED AREA PER SPECIFICATIONS, 10' WIDTH CONTROL POINTS POINT # NORTHING EASTING DESCRIPTION 50 1905056.06 6469820.50 METER 50 25' WIDE TEMP. CONSTRUCTION EASEMENT (TYP.) 35'ROW APPROX. LOCATION 42'ROW APPROX. LOCATION 25' WIDE TEMP. CONSTRUCTION EASEMENT (TYP.) 10' WIDE TEMP. CONSTRUCTION EASEMENT (TYP.) 20 0 CLOS DU VAL/REGUSCI POND IMPROVEMENTS 40 60 LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 80' SCALE 1"=40' AT ORIGINAL SIZE Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 25 November 2013 - 2:04 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-110.dwg BL/MC Designer MJ Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-110 Sht 14 of 50
  14. 14. GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO VERIFY PIPE SIZE AND MATERIAL IN THE FIELD. 4. EXISTING GATE VALVES AT DEMOLITION KEYNOTE 8 ARE ABOVE GROUND AT THIS LOCATION. 10' WIDE TEMP. CONSTRUCTION EASEMENT DEMOLITION STAG'S LEAP WINE CELLARS POND REMOVE AND SALVAGE EXISTING GATE VALVE. 2 EA REMOVE AND SALVAGE EXISTING METER AND VAULT 1 EA CONSTRUCTION INSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6, SHEET C-502 POND LEVEL MONITOR, INSTALL PER DTL 2, SHEET C-502 1 EA POLE MOUNTED SCADA ANTENNA, SEE DTL 2, SHEET I-102 (NPI) 1 EA INSTALL 1" CONDUIT FROM METERING VALVE TO CONTROL PANEL 8 LF INSTALL 1" CONDUIT FROM POND LEVEL JUNCTION BOX TO SCADA CONTROL PANEL 20'x20' TEMP. CONSTRUCTION EASEMENT 1 EA POLE W/SCADA PANEL, ANTENNA, AND SOLAR POWER SOURCE, SEE DTL 1 SHEET I-102 (NPI) 20'x20' TEMP. CONSTRUCTION EASEMENT 1 EA 20 LF SCADA PANEL INSTALLATION. SEE DTL 5 ON SHEET E-506 AND DTL 5 ON SHEET E-506 (NPI) 1 EA 156 SY RE-SEED DISTURBED AREA PER SPECIFICATIONS, 10' WIDTH STAG'S LEAP WINE CELLARS POND IMPROVEMENTS CAP END OF TEE AND EXISTING PIPE CONNECT EXISTING PIPES ONCE GATE VALVE HAS BEEN REMOVED STAG'S LEAP WINE CELLARS 2 EA 1 EA SEE LEFT CONTROL POINTS POINT # NORTHING EASTING DESCRIPTION 51 1906025.79 6469185.36 METER 51 20'x20' TEMP. CONSTRUCTION EASEMENT SILVE T RADO T RADO RAIL SILVE RAIL W 35' RO TION A X. LOC APPRO W 42' RO ATION X. LOC PR O AP EX. 6" PVC LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. SEE LEFT STAG'S LEAP WINE CELLARS POND IMPROVEMENTS 0 15 30 45 60' 0 SITE MAP Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 6 December 2013 - 6:30 PM Plotted by: Aaron Foscato Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-111.dwg 200 300 400' SCALE 1"=200' AT ORIGINAL SIZE SCALE 1"=30' AT ORIGINAL SIZE FINAL TOWN REVIEW NFC 100 BL/MC Designer MJ Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-111 Sht 15 of 50
  15. 15. GENERAL NOTES LE M SETTLING VAULTS UTILITY BUILDING DEMOLITION REMOVE AND DISPOSE EXISTING BARB WIRE FENCE FROM LOCATION "A" TO LOCATION "B" LE 330 LF 20'x40' CONTRACTOR OFFICE TRAILER LOCATION FILTRATION CONSTRUCTION PANELBOARD B TO OPERATOR 1- 3/4" BURIED CONDUIT W/ 2- #12 AND 1- #12 G INSTALL 6' HIGH CHAIN LINK FENCE SEE DTL. 2 SHEET C-505 PANELBOARD B 350 LF INSTALL 8-FIBER CABLE FROM MASTER RTU TO RTU R, FREE OF SPLICES IN EXISTING CONDUIT (NPI) AERATOR 653 LF INSTALL CARD READER PEDESTAL AND CONDUIT TO ACCESS CONTROL UNIT PER DETAILS 1-5, SHEET C-507 OPERATOR TO PEDESTAL 1 - 3/4" BURIED CONDUIT SPARE 1 LS PROVIDE GATE OPERATOR PER DET 2 ON C-506 CONTROL BUILDING 1 LS 195 LF INSTALL 2 - 3/4" CONDUITS. SEE DETAILS 6 & 7, SHEET E-507 AND DETAILS 1 ,2 & 3, SHEET E-508. ACCESS CONTROL UNIT FOR CCTV CAMERA AND GATE OPERATOR CONTROL PROVIDED AND INSTALLED BY OTHERS CONTRACTOR PARKING AND LAYDOWN AREA NPI INSTALL AMERISTAR PASSPORT COMMERCIAL ROLL GATE PER DETAILS 1-4, SHEET C-506. SEE DRAWING C-115 FOR DETAIL IN THIS AREA INSTALL 2-3/4" CONDUITS FROM GATE OPERATOR TO PEDESTAL SEE SHEETS C-113, C-114 AND E-101 FOR DETAIL IN THIS AREA PULL FIBER CABLE THROUGH EXISTING 2" CONDUIT. FIELD VERIFY EXISTING LOCATION. 1 LS 66 LF EXISTING PULL BOX OPERATOR TO PEDESTAL 1 - 3/4" BURIED CONDUIT W/ 2 - #16 AND 1 - #12 G 1 - 3/4" BURIED CONDUIT SPARE EXISTING PULL BOX RECYCLED WATER WET WELL PUMP SAMPLING, ANALYZER, AND PUMPING STATION AREA 0 TREATMENT PLANT SITE PLAN Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 1/7/14 100% SUBMITTAL 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 26 November 2013 - 5:04 PM Plotted by: Ben Langston 20 30 40' SCALE 1"=20' AT ORIGINAL SIZE Reuse of Documents No 10 LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-112.dwg BL Designer MJ Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-112 Sht 16 of 50
  16. 16. GENERAL NOTES DEMOLITION SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE (APPROXIMATELY 4" THICK) 150 SF REMOVE AND RETURN TO OWNER EXISTING 6" RECYCLED WATER LINE 24 LF REMOVE AND DISPOSE EXISTING FLOW METER AND BOX. REPLACE WITH 6" PIPE 1 EA CONSTRUCTION R=15' RECYCLED WATER WET WELL, SEE DTL 3, SHEET C-502 CHLORINE ANALYZER, SEE DTL 2 ON SHEET E-501 1 LS RECYCLED WATER PUMP STATION UPGRADES, SEE SHEET M-301 WATER 1 EA SAMPLING PUMP AND PIPING, SEE DETAILS 1 & 2, SHEET C-504 TREE LOCATION 1 LS 1 LS WATER INSTALL 6' HIGH CHAIN LINK FENCE SEE DTL. 2 SHEET C-505 * LF INSTALL 6' HIGH CHAIN LINK DOUBLE GATE, 16' WIDTH, SEE DTL. 2 SHEET C-505 1 EA INSTALL REMOVABLE BOLLARD PER DTL 1, SHEET C-502 2 EA INSTALL 4" ROLLED CURB AND GUTTER AT LOCATIONS SHOWN PER TOWN OF YOUNTVILLE STANDARD DTL ST-4 WITH OPTIONAL POUR. WATER 71 LF INSTALL 4" ASPHALT PAVEMENT TURNOUT PER DTL 6, SHEET C-503 IN LOCATIONS SHOWN 147 SY 4' CONCRETE CURB OPENING. SHAPE AND GRADE TO DRAIN TOWARDS V-DITCH. 1 EA INSTALL RIPRAP (D50=6") LINED V-DITCH 1' DEEP WITH 3:1 SIDE SLOPES. INCLUDES GEOTEXTILE LINER UNDER RIPRAP. 15 LF INSTALL 6' HIGH CHAIN LINK MAN GATE, 4' WIDTH, SEE DTL 2 SHEET C-505 INSTALL NEW BILCO DOOR AT RECYCLED WATER WET WELL PER DETAILS 1 AND 2, SHEET S-104 * 1 LS INSTALL "TRUCK FILL STATION HOURS OF OPERATION M-F, 8-4" SIGN. ATTACH SIGN TO FENCE NEXT TO TRUCK FILL STATION. REFER TO SHEET C-114 FOR PIPING PLAN 1 EA 1 EA QUANTITY IS REFLECTED ON SHEET C-112 CONTROL POINTS POINT # Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 25 November 2013 - 3:23 PM Plotted by: Ben Langston Drawn Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-113.dwg EP 1905678.93 6458550.02 99.16 BOC 1905668.29 6458531.64 99.05 BOC 1905657.65 6458513.26 98.95 BOC 1905658.81 6458510.28 98.57 FL 1905644.22 6458518.79 97.00 FL 1905639.10 6458521.78 96.00 FL 1905655.08 6458508.78 98.95 BOC 1905660.66 6458488.61 99.70 BOC 1905662.78 6458487.45 EXISTING EP 1905664.63 6458486.40 EXISTING SAWCUT 1905685.95 6458523.23 EXISTING SAWCUT 1905690.92 6458552.38 EX FENCE 1905687.77 6458546.77 FENCE 77 1905686.36 6458546.37 FENCE 78 1905678.56 6458550.88 FENCE 79 1905676.35 6458547.07 4' PED. GATE 80 1905664.63 6458526.91 16' DBL. GATE CL 81 1905658.91 6458516.94 FENCE 1905656.51 6458518.32 FENCE 83 No 98.87 82 Job Project Manager Director 6458548.78 76 5/24/13 1905681.10 75 100% SUBMITTAL EP 74 1/7/14 98.93 73 FINAL TOWN REVIEW NFC 6458545.83 72 This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 1905686.30 71 Designer MJ EP 70 BL EXISTING 69 Drawn 6458549.22 68 Reuse of Documents 1905698.67 67 SCALE 1"=5' AT ORIGINAL SIZE SAWCUT 66 TREATMENT PLANT DEMOLITION, GRADING AND PAVING PLAN EXISTING 65 10' 6458548.22 64 7.5 1905700.41 63 5 DESCRIPTION 62 2.5 ELEV. 61 0 EASTING 60 LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. NORTHING 1905652.24 6458510.92 FENCE 84 1905661.34 6458500.36 FENCE 85 1905646.37 6458473.91 FENCE Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-113 Sht 17 of 50
  17. 17. GENERAL NOTES DEMOLITION CONSTRUCTION INSTALL TRUCK FILL STATION AND 4" METER, SEE DTL 1, SHEET C-503 1 LS INSTALL AIR RELEASE AND 4" CAST IRON SWING CHECK VALVE PER DTL 5, SHEET C-502 1 EA INSTALL 4" FLOW METER AND VAULT PER DTL 4, SHEET C-502 3 EA INSTALL 4" GATE VALVE, BOX AND COVER PER DTL 4, SHEET C-503 4 EA INSTALL 6" X 4" REDUCER (NPI) 4 EA INSTALL MJ 4" X 4" X 4" TEE (NPI) 2 EA 90 LF INSTALL 4" CLASS 350 DIP FOR RECLAIMED WATER INSTALL 4" 90° BEND (NPI) CONNECT TO EXISTING PIPE WITH TRANSITION COUPLING 4 EA WATER 4"RW WATER 3 EA WATER 4"RW TREATMENT PLANT PIPING PLAN 0 2.5 5 7.5 10' SCALE 1"=5' AT ORIGINAL SIZE Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 25 November 2013 - 3:28 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-114.dwg BL Designer MJ LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-114 Sht 18 of 50
  18. 18. GENERAL NOTES LE M DEMOLITION REMOVE AND DISPOSE OF EXISTING VALVE ACTUATOR 2 EA REMOVE AND DISPOSE OF EXISTING BUTTERFLY VALVE 1 EA REMOVE AND DISPOSE EXISTING TRICKLING FILTER SUCTION LINE 4 EA EXISTING PANELBOARD D & E EXISTING SWITCHBOARD B CONSTRUCTION UTILITY BUILDING INSTALL NEW BUTTERFLY VALVE PER DETAILS 4 & 5, SHEET C-504 INSTALL NEW VALVE ACTUATOR AND VALVE EXTENSION PER DETAILS 4 & 5, SHEET C-504. 1 LS INSTALL NEW 1-1/4" SCHEDULE 80 PVC WATER LINE THREADED INTO EXISTING RECLAIMED WATERLINE PER DTL 5, SHEET C-503. RW 1 LS INSTALL NEW CHLORINE ANALYZER AND PUMP, PER DTL 3 AND DTL 6 ON SHEET C-504 OPERATOR INTERFACE TERMINAL 1 LS INSTALL 2ND SODIUM BISULFATE INJECTOR PUMP PER DTL 4, SHEET C-501 EXISTING MANHOLE 2 EA FUZZY FILTER UPGRADES PER SECTION 11995 OF THE SPECIFICATIONS EXISTING MULTITRONICS FLOW METER 1 EA 50 LF INSTALL NEW ULTRASONIC LEVEL SENSOR, SEE DTL 5,SHEET E-505 LE 2 EA 1 LS INSTALL 8-FIBER CABLE FROM MASTER RTU TO RTU R, FREE OF SPLICES IN EXISTING CONDUIT (NPI) RW 1 LS INSTALL RTU U, SEE DTL 2, SHEET E-400 (NPI) 20X40 CONTRACTOR OFFCE TRAILER LOCATION 1 LS INSTALL MASTER RTU, SEE SHEET E-400 (NPI) RW INSTALL CAT6 ETHERNET CONNECTION BETWEEN RTU U AND MASTER RTU IN EXISTING CONDUIT (NPI) * LF INSTALL NEW GRATING AND ALUMINUM SUPPORT BEAMS, CONNECTIONS, ETC. AT TRICKLING FILTER VALVE VAULTS SEE SHEET S-103 1 LS 1 LS TRICKLING FILTER WET WELL PIPE REPLACEMENTS, PER DTL 3, SHEET C-505 RW INSTALL NEW BILCO DOOR AT TRICKLING FILTER WET WELLS SEE SHEET S-104 1 LS 1 EA INSTALL CATWALK IN EXISTING WETWELL PER DTL 2, SHEET S-102 2 EA QUANTITY IS REFLECTED ON SHEET C-112 RW * * LF INSTALL 1 1/4" STAINLESS STEEL FOOT VALVE PER DTL 5, SHEET C-503 RW INSTALL 2 - 3/4" CONDUITS. SEE DETAILS 6 & 7, SHEET E-507 AND DETAILS 1 ,2 & 3, SHEET E-508. RW EXISTING PANELBOARD B CONTROL BUILDING CONTRACTOR PARKING AND LAYDOWN AREA RW LOCATION OF EXISTING UTILITIES AND STRUCTURES ARE FROM THE BEST INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS ARE NOT GUARANTEED. CONTACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (800) 227-2600 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND POTHOLE FOR EXACT LOCATION. 0 TREATMENT PLANT SITE PLAN 5 10 15 20' SCALE 1"=10' AT ORIGINAL SIZE Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 25 November 2013 - 3:33 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-115.dwg BL Designer MJ Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ/RG Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-115 Sht 19 of 50
  19. 19. 2.00' MIN EXISTING GROUND 1 .0 0' 2 .0 ESA CONSTRUCTION ACTIVIVIES 0' 6" CLASS 350 DIP 1 .5 0' 10" CMP CAP HIGH VISIBILITY FABRIC 10" CMP 6" HOLE FOR DIP WL 4'-0" 4 .3 END VIEW WL VARIES 4'± 2'X1'X1' CONCRETE PAD WITH STAINLESS STEEL BOLTED PIPE STRAP POST 3' 4.00' MIN. CUT TOP OF PIPE PER DIMENSIONS SHOWN 2'-0" MIN 10" CMP 8" 8" SECTION 1 8" 2" 8" CUT PIPE OUTLET TO 45° TEMPORARY FENCE (TYPE ESA) 2 PROFILE VIEW SCALE : NTS PLAN POND DISCHARGE DETAIL SCALE : NTS 24.50' 2.00' MIN ADD WOOD SUPPORT SHELF WITH PLASTIC SUPPORTS, IWAKE EW-SERIES DOSING PUMP MODEL NO. EWB31Y1-VC AND ASSOCIATED CONTROLS 2.72' 19.92' 6" 45° BEND FLGxFLG 6" 90° BEND FLGxFLG 6" 45° BEND FLGxFLG 2'X1'X1' CONCRETE PAD WITH STAINLESS STEEL BOLTED PIPE STRAP FOR CONTINUATION SEE DETAIL 2 THIS SHEET 2.00' MIN 6" CLASS 350 DIP 6" CLASS 350 DIP PIPE SUPPORT (TYP) PER 7 C-503 PIPE COATING PER SPECIFICATIONS SECTION 09800 EXISTING CONCRETE PAD PROTECT IN PLACE 1.00' 6" 90° BEND FLGxFLG 6" CLASS 350 DIP METERING VALVE BOX PER DTL 6, SHEET C-502. 3 PIPE DISCHARGE DETAIL SCALE : N.T.S. Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 27 November 2013 - 3:06 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-501.dwg 4 BL/MC Designer MJ SODIUM BISULFITE PUMP SCALE : NTS Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-501 Sht 20 of 50
  20. 20. JUNCTION BOX (SEE NOTE) FLEXIBLE CONDUIT FROM JUNCTION BOX TO 5' PAST LOW WATER MARK,18" MINIMUM SUNLIGHT (UV) RESISTANT FOR EXTERIOR APPLICATIONS (FOR CLOS DU VAL SITE ONLY) 4" PROVIDE WIRE TIE TO SUPPORT MANUFACTURERS CABLE FROM GALVANIZED WIRE CABLE 4.0' TO CONTROL MANUFACTURE CABLE FOR LEVEL SENSOR CONCRETE MIN. SCALE : NTS CHRISTY N48 UTILITY BOX 30" X 48" WITH A 2PC. TRAFFIC RATED STEEL CHECKER PLATE. PROVIDE EXTRUSIONS AS NEEDED TO REACH EXISTING PIPE DEPTH. POND EMBANKMENT INSTALL 4" ENDRESS HAUSER PROLINE PROMAG 53W ELECTROMAGNETIC FLOW METER DETECTOR WITH REMOTE READOUT 0'-6" STAINLESS STEEL CABLE GRIP WIRE HARNESS 6" ABS PIPE WITH CARBON BLACK 0'-6" OUTSIDE OF PIPE SHALL INCLUDE PAINTED LEVEL MARKINGS BEGIN HOLES 3-FEET ABOVE BOTTOM REMOVABLE BOLLARD 316 STAINLESS STEEL QUICK LINK 4" DIAMETER CONCRETE 12" DEEP SUBMERSIBLE LEVEL TRANSDUCER CABLE 5-GALLON BUCKET FILLED WITH CONCRETE MATCH EXISTING 4" DIP PIPE CAP 2 WET WELL - PLAN VIEW 16' CABLES REMOVE EXISTING MANHOLE LID AND INSTALL BILCO DOOR PER STRUCTURAL SHEETS LEVEL MONITOR MOUNT JUNCTION BOX ON EMBANKMENT. LENGTH OF SUBMERSED CABLE TO BE FIELD VERIFIED AND IS SITE SPECIFIC. LEVEL SENSOR INSTALL FLYGT MODEL CS 3085 MT 3"/3" SUBMERSIBLE PUMP. ATTACH AND WIRE A LOW LEVEL INDICATOR FLOAT SWITCH. INSTALL 4" CLASS 350 DIP DISCHARGE PIPE NOTE: FLEXIBLE COUPLING ADAPTOR (TYP) - 1'-2" ATTACH 1/8" Ø GALVANIZED WIRE CABLE TO ABS PIPE AND JUNCTION BOX BASE INSTALL ANCHORS (4) 5GALLON BUCKETS FILLED WITH CONCRETE ON OPPOSITE SIDES OF POLE WITH EMBEDDED 316 STAINLESS STEEL EYE-BOLT 16"Ø 1 SUBMERGED CABLE (4) 1/8" Ø STAINLESS STEEL CABLES MIN. 3'-0" 6" HIGH WATER 16' 1" FINISH GRADE 316 STAINLESS STEEL 1/2" EYE-BOLT. EMBED BOLT 6" INTO CONCRETE A 4.0' SEE CABLE GRIP ANCHOR AND DETAIL BELOW SLOPE ALL AROUND 1'-3" (4) ATTACH CABLES TO PIPE WITH STAINLESS STEEL STRAPPING AND HARDWARE 4'-0' 3'-0" TRAFFICGUARD LOCKING ROUND POST "RPL4" BOLLARD OR APPROVED EQUAL 3'-0" ANCHOR BUCKETS LEVEL MONITOR ANCHOR LAYOUT PLAN INSTALL 4" UNION FITTING SCALE : NTS ELECTRICAL CONDUIT ENTRY INTO WET WELL PER DETAIL 3, SHEET E-505. PROVIDE CONDUIT AND CONDUCTORS AS IDENTIFIED ON SHEET E-200 PENETRATE THROUGH WET WELL AND INSTALL 4" CLASS 350 DIP DISCHARGE PIPE 4" WATTS MODEL 97FB-CIB BASKET STRAINER OR APPROVED EQUAL 8" AB BASE 4 COUPLING CONC UTILITY BOX (CHRISTY 48"x30") FLOW METER VAULT 8" (TYP.) (E) 16" TE (E) 16" TE TO OUTFALL METERING BOX (E) ADJUSTABLE PIPE SUPPORT PER SCALE : NTS 7 CHRISTY N48 UTILITY BOX 30" X 48" WITH A 2PC. TRAFFIC RATED STEEL CHECKER PLATE 1" BRASS NIPPLE 1" BRASS BALL VALVE 1" DOUBLE STRAP TAPPING SADDLE 4" DIP FLEXIBLE CONDUIT 3" CLASS 350 DIP DISCHARGE PIPE. ATTACH PIPE TO WALL OF WET WELL WITH ST. STL. BRACKETS. TO SCADA 4" GATE VALVE BOX AND COVER (TYP) PRECAST VAULT INSTALL AND WIRE LOW FLOW INDICATOR FLOAT SWITCH (E) DUCTILE IRON FROM DISTRIBUTION SYSTEM MATCH EXISTING INSTALL 4" CAST IRON SWING CHECK VALVE J-BOX 4" GATE VALVE BOX AND COVER (TYP) TO STORAGE POND 6" MIN STEEL PIPE AND FITTINGS (SIZED TO MATCH VALVE OUTLET) EXTEND TO 4" BELOW THE CENTERLINE OF THE MAIN LINE COVER END WITH 16 MESH S.S. SCREEN COMBINATION AIR VALVE OR AIR RELEASE VALVE E-503 FLEXIBLE COUPLING ADAPTOR (TYP) 4" RESTRAINED FLEX COUPLING (TYP.) 4" CLAVAL MODEL 133-01 METERING VALVE OR APPROVED EQUAL COATING PER 09800 INSTALL FLYGT MODEL CS 3085 MT 3"/3" SUBMERSIBLE PUMP (E) DUCTILE IRON REDUCER SIZE VARIES (TYP) TO OUTFALL METERING BOX (E) 6" 8" AB BASE 1'x1'x1' CONC. FOOTER DUCTILE IRON PIPE DIP PIPE FLEXIBLE COUPLING ADAPTOR (TYP) 5 AIR RELEASE/CHECK VALVE VAULT 6 SCALE : NTS METERING VALVE VAULT SUPPORT VALVES IN BOX WITH BRICKS OR REDWOOD BLOCKS UNDER FLANGES. Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 1/7/14 100% SUBMITTAL 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 27 November 2013 - 3:07 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-502.dwg 3 SCALE : NTS Reuse of Documents No WET WELL - SECTION A NOTE: 8" AB BASE BL/MC Designer MJ RECYCLED WATER WET WELL SCALE : NTS Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-502 Sht 21 of 50
  21. 21. 1/2" MINUS 2" THICK FOR ENTIRE WIDTH OF ROAD WHERE SHOWN ON PLANS X' 3" WIDE PURPLE PLASTIC CAUTION TAPE, MARKED "RECYCLED WATERLINE BURIED BELOW" 3' MIN 4" BUTTERFLY VALVE #4 STEEL BARS AT 12" O.C. EACH WAY 12" TYPE 2 BEDDING 6" MIN 4" ASPHALT 6" AGGREGATE BASE COURSE INSULATED TRACER WIRE #12 COPPER 3" MIN 3" MIN 4" EPOXY COATED CLASS 350 DIP INITIAL BACKFILL 36" 12" INSULATED TRACER WIRE #12 COPPER 3'X3'X6" CONC SLAB SUBSEQUENT BACKFILL 3' MIN 24" MIN (TYP) 6" MIN 6" RIPPED, MOISTURE CONDITIONED AND RECOMPACTED SUBGRADE INITIAL BACKFILL 4" RUBBER DUST CAP 4" 90° BEND 3" WIDE PURPLE PLASTIC CAUTION TAPE, MARKED "RECYCLED WATERLINE BURIED BELOW" SEEDING 4" ASPHAULT 4" FLANGED MALE NPT SUBSEQUENT BACKFILL 4" THREADED MALE FITTING CAMLOCK QUICK CONNECT WITH PLUG X' GRAVEL ROAD 4" STAINLESS STEEL THREADED SAFETY BREAK-AWAY COUPLING SUBGRADE COMPACTED TO 95% RC TYPE 2 BEDDING 6" MIN 6" MIN NOTE: INSTALL 2 REMOVABLE BOLLARDS AROUND TRUCK FILL STATION FOR PROTECTION. USE FLANGED PIPE BACK TO DISCHARGE HEADER. TO METER TYPICAL TRENCH SECTION (ASPHAULT AREAS) 3 SCALE : NTS AC PAVEMENT SECTION 6 SCALE : NTS SCALE : NTS TRUCK FILL STATION SCALE : NTS CHRISTY G5 PURPLE VALVE BOX WITH LID MARKED "RECYCLED WATER" OR "RW" STREET GRADE DIMENSION TABLE (INCHES) SUPPORTED PIPE 2" A.C. (MIN) CLASS "C" CONCRETE COLLAR 6" 12" MIN (TYP) EXISTING MANHOLE ADJUSTABLE PIPE SADDLE SUPPORT 5' MAX (1) E PURPLE 8" DIA. P.V.C. PIPE RISER "D" SEE TABLE MECHANICAL JOINT W/ MEGALUG (OR EQUIVALENT) RESTRAINT OR PUSH-ON JOINT CONNECT AND EXTEND 1 1/4" SCH. 80 PVC SUCTION LINE DOWN EXISTING MANHOLE WALL. MOUNT PIPE ON WALL WITH UNISTRUT INSULATED TRACER WIRE #12 COPPER WITH 2"-3" PIG TAIL (TYP.) A (2) 3/4" 316 S.S. WEDGE ANCHOR (TYP OF 4) B 1/2" PLATE (4) 1" NON-SHRINK GROUT FIN. FLOOR OR 12"x12"x12" CONC. PAD WITH #4@10" E.W., E.F. NOTES: 1. BUTTERFLY VALVES SHALL BE INSTALLED FOR 12" AND LARGER PIPES. VALVE NUTS SHALL BE PLACED ON THE SIDE OF THE MAIN CLOSEST TO THE NEAREST CURB. A B C 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 24 30 32 36 1" DISCHARGE LINE VARIES 6" MIN. PIPE SIZE 1" MIN. 1 2 TYPICAL TRENCH SECTION (GRAVEL AND RESEEDED AREAS) 1 1/2 1 1/2 1 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 3 3 3 1/2 3 1/2 4 4 4 4 2 1/2 2 1/2 2 1/2 3 3 3 3 3 3 4 4 6 6 6 6 6 6 9 9 9 9 9 9 9 9 9 11 11 13 1/2 13 1/2 13 1/2 15 18 18 D 3 1/2 3 3/4 4 4 1/4 4 7/8 5 1/2 6 7/8 8 1/2 9 15/16 10 15/16 12 3/8 13 7/8 15 3/8 17 15/16 21 5/16 22 1/2 24 1/2 E MIN MAX 8 8 1/4 8 1/2 9 1/4 10 10 1/2 11 3/4 13 1/2 15 16 1/4 17 3/4 19 1/2 21 23 3/4 27 28 1/4 30 1/4 13 13 1/4 13 1/2 14 14 3/4 15 1/4 16 1/2 18 1/4 19 3/4 20 3/4 22 1/4 24 25 1/2 28 1/4 31 1/2 32 3/4 34 3/4 NOTES: EXISTING 15" RECLAIMED WATERLINE 3. THE TWO (2) INCH SQUARE OPERATING NUT ON ALL VALVES SHALL BE INSTALLED AT A MAXIMUM OF 5-FEET IN DEPTH MEASURED FROM THE TOP OF THE OPERATING NUT TO FINISHED GRADE. ALL OPERATING NUTS INSTALLED AT A DEPTH GREATER THAN 5-FEET SHALL INCLUDE A VALVE EXTENSION TO RAISE THE OPERATING NUT TO 24-INCHES FROM FINISHED GRADE. ADJUSTABLE PIPE SUPPORT, GRINNELL FIG. 264 OR EQUAL. PIPE STANCHION SADDLE DESIGNED FOR PIPE 4"-36". PIPE LARGER THAN 36" SHALL BE SUPPORTED BY A STANCHION SADDLE DESIGNED BY THE MANUFACTURER. 4. C PIPE SADDLE WITH U-BOLT, GRINNELL FIG. 259 OR EQUAL. 3. 2. VALVE RING SHALL BE SET BELOW GRADE PRIOR TO PLACING FINISHED PAVEMENT AND THEN CUT AND ADJUSTED TO FINISHED GRADE. 1. 2. LEVELING NUTS PROVIDE 5/8" BOLT HOLE (TYP. OF 4) 1-1/2" OFF EDGE OF BEARING PLATE. 1 1/4" STAINLESS STEEL FOOT VALVE 4. VALVE EXTENSIONS (IF REQUIRED) SHALL BE ROUND OR SQUARE 1.5-INCH DIAMETER STEEL ROD, WELDED CONSTRUCTION, HOT DIPPED GALVANIZED WITH TOP CENTERING RING AND AWWA 2" OPERATING NUTS TOP AND BOTTOM (PIPELINE PRODUCTS SX-900 OR SIMILAR). SOCKET END SHALL BE DRILLED AND TAPPED WITH TWO (2) 1/4" SET SCREWS INSTALLED ON OPPOSITE SIDES. OPERATING NUT SHALL BE DRILLED WITH RECESSES TO ACCEPT THE TWO (2) 1/4" SET SCREWS. SET SCREWS SHALL BE SECURELY FASTENED TO THE OPERATING NUT. 7 PIPE SUPPORT SCALE : NTS 5. WATER VALVES SHALL BE OPERATED BY TOWN PERSONNEL ONLY. 20' 6. ALL NEW VALVES SHALL BE MARKED ON THE NEW RW LINE. 4 GATE VALVE 5 SCALE : NTS 1 1/4" PIPE THREADING DETAIL 1 1/4" SCHEDULE 80 PVC WATERLINE THREADED INSIDE EXISTING 15" RECLAIMED WATERLINE SCALE : NTS Reuse of Documents Drawn This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2012 FINAL TOWN REVIEW NFC 100% SUBMITTAL No 1/7/14 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 6 December 2013 - 6:42 PM Plotted by: Aaron Foscato Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-503.dwg BL/MC Designer MJ Client Project Drafting SD Check GHD Inc. 2235 Mercury Way Suite 150 Santa Rosa California 95407 USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com Design Check WZ Approved (Project Director) JANUARY 2014 Date Scale AS SHOWN This Drawing shall not be used for Construction unless Signed and Sealed For Construction Title Contract No. Original Size C-503 Sht 22 of 50

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