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![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](https://image.slidesharecdn.com/recycledwaterprojectdraftplansandspecifications-131226163747-phpapp02/85/Recycled-water-project-draft-plans-and-specifications-4-320.jpg)
![PANELBOARD SCHEDULE NOTES
NORTH
VALVE VAULT
GENERAL CIRCUIT/CONDUIT TAG ID
TAG
CONDUIT SIZE
Px
3/4" (x=2 THRU 12)
x-#12, 1-#12G
Cx
3/4" (x=2 THRU 18)
1" (x=19 THRU 30)
2" (x=31 THRU 100)
VALVE
ACTUATOR
VA-1
CONDUCTORS
M
2.
MFR'S CABLE
x-#14, 1-#12G
C10
LE
TSP-2
3/4" (X=1,2)
1" (x=3,4)
2" (x=5 THRU 16)
TSP-x
x-#16 TWISTED SHIELDED PAIR
3/4" (x=1 THRU 4)
1" (x=5 THRU 8)
CAT6-x
3.
P3
2
LE
REFER TO DUCT BANK SECTION SCHEDULE
FOR REQUIREMENTS
DB-XX [XX] w/CIRCUIT
1.
WET WELL
P2
TSP-2
TSP-1
x-CATEGORY 6 NETWORK CABLE
ULS
C10
3/4" C, 2#12, 1#12 G
THREE PHASE CIRCUITS : PROVIDE 3/4"C w/3-#12, 1-#12 GRD FOR 20A
CIRCUITS SERVING EQUIPMENT WITHIN 60' OF PANELBOARD, UNLESS
OTHERWISE NOTED. INCREASE CONDUIT AND WIRE SIZES IN
ACCORDANCE WITH THE NEC FOR LONGER CIRCUITS OR CIRCUITS MORE
THAN 20A.
SINGLE PHASE CIRCUITS : PROVIDE 3/4"C w/2-#12, 1-#12 GRD FOR 20A
CIRCUITS SERVING EQUIPMENT WITHIN 60' OF PANELBOARD, UNLESS
OTHER WISE NOTED. INCREASE CONDUIT AND WIRE SIZE IN
ACCORDANCE WITH THE NEC FOR LONGER CIRCUITS OR CIRCUITS MORE
THAN 20A.
RECEPTACLE CIRCUITS SHALL BE POWERED THROUGH A GFCI CIRCUIT
BREAKER, EXCEPT AS FOLLOWS:
· WHEN THE DISTANCE TO THE FIRST RECEPTACLE IS OVER 50' IN
LENGTH, USE A STANDARD CIRCUIT BREAKER AND PROVIDE A FEED
THROUGH GFCI TYPE RECEPTACLE.
· ALL RECEPTACLES MOUNTED IN LIGHT POLES OR ON HANDRAILS
SHALL BE GFCI TYPE.
· PROVIDE GFCI RECEPTACLES AT ALL LOCATIONS WHERE
RECEPTACLES ARE MORE THAN 50' APART.
· PROVIDE GFCI RECEPTACLES FOR ALL SINGLE PHASE CORD
CONNECTED, SUBMERSIBLE PUMP, MIXERS, ETC.
4.
5.
6.
7.
8.
9.
10.
· REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CONDUIT SIZES SHOWN ARE MINIMUM ONLY AND NOT FOR USE IN
DUCTBANKS. REFER TO DUCTBANK AND CIRCUIT SCHEDULE FOR
CONDUIT SIZE AND FOR CONDUITS WHICH STUB-UP INTO PANELBOARDS.
LIGHTING CIRCUITS : PROVIDE ADDITIONAL CONDUCTORS AS REQUIRED
TO CONNECT SWITCHED LEGS FOR FIXTURES OR UNSWITCHED LEGS
FOR EMERGENCY LIGHTING UNITS AND EXIT LIGHTS. EMERGENCY
LIGHTING UNITS AND EXIT LIGHTS SHALL BE CONNECTED UPSTREAM OF
SWITCHED DEVICES.
LOCKOUT PROVISIONS : PROVIDE HANDLE LOCK-OFF/PADLOCK
ATTACHMENT FEATURE.
PROVIDE GROUND FAULT EQUIPMENT PROTECTOR RATED BREAKER
(GFEP).
PROVIDE HEATING, AIR-CONDITIONING, REFRIGERATION RATED BREAKER
(HACR).
UNIT HEATER CONNECTIONS : CONTRACTOR SHALL COORDINATE
CONNECTIONS WITH FINAL UNIT HEATER SELECTION. PROVIDE
NECESSARY 3 ɸ OR 1 ɸ BRANCH CIRCUITS AS REQUIRED PER EACH UNIT.
UNUSED BRANCH CIRCUITS SHALL BE LABELED AS SPARE.
CKTS MAY ALSO BE ROUTED THROUGH DUCT BANKS.
UTILITY RTU
OIT
UTILITY ROOM
EXISTING CONDUIT W/ MODBUS
EXISTING
PANELBOARD "D"
CONTROL ROOM
EX
MASTER RTU
3/4" C, 2#10, 1#12G
EXISTING
WP
CR
FIT
B-19
TSP-1
CS
C2
C10
EXISTING
SWITCHBOARD "B"
P2
TSP-2
1
HP
B-20
AE
2
AIT
AE
TO BE PROVIDED
AND INSTALLED
BY OTHERS
CL
CHLORINE SAMPLE PUMP
ANALOG & DISCRETE
FLEXIBLE CABLES (TYP)
CABLE
CONNECTOR (TYP)
EXISTING MILTRONICS
FLOW METER
HACH CL-17
EXISTING
PANELBOARD B
TSP-2
C10
TSP-1
CONTROLS
M
P2
ACCESS
CONTROL
UNIT
OIT
BISULFITE METERING
PUMP
#2
P2
3/4" C, 3#10, 1#12G
1" C, W/FIBER
ULS
LE
2
P3
GATE OPERATOR
TSP-2
LE
C10
1" C, W/ MFGR'S CABLES
MFR'S CABLE
VALVE
ACTUATOR
VA-2
GATE ACCESS
PEDESTAL
M
SOUTH
VALVE VAULT
WET WELL
C10
FROM MAIN
DISTRIBUTION
SWITCHBOARD "A"
CAT6
TSP-4
EXISTING
EXISTING
RECYCLE WATER
CONTROL PANEL
GOLF COURSE PUMP PANEL
EXISTING
RTU R
EXISTING RECYCLE WATER
PUMP CONTROL PANEL
EXISTING
1" C, 3#10, 1#10 G
EXISTING
VALVE ACTUATOR VA-1
VALVE ACTUATOR VA-2
FIT-1
FIT-2
FIT-3
FIT
1
FIT
2
FIT
3
GOLF COURSE
VINEYARDS
1"C W/ANTENNA CABLE
EXISTING C, 3#6, 1 #10 G
TRUCK FILL
SUMBPMP-1
VFD
EXISTING C, 3#6, 1 #10 G
40
HP
MWTS
MWTS
RW
PUMP 1
3/4" C, 2#10, 1#12G
40
HP
RW
PUMP 2
RADIO
ANTENNA
2" C, W/ MFGR'S CABLES
2" C, W/ MFGR'S CABLES
3/4" C, 3#12, 1#12 G
1
HP
C6
CHLORINE SAMPLE PUMP
C6
TSP-1
C2
P2
TRUCK FILL
STATION
FE
1
MAG METER
FE
2
MAG METER
STAINLESS STEEL
GROUNDING
RINGS WITH
STRAPS (TYP)
FE
FE
3
AIT
AE
1
STAINLESS STEEL
GROUNDING
RINGS WITH
STRAPS (TYP)
FE
7.5
HP
HACH CL-17
MAG METER
LSL
1
SUBPMP-1
EMERGENCY
PUMP OFF
MOUNTED PER
AE
CL
STAINLESS STEEL
GROUNDING
RINGS WITH
STRAPS (TYP)
FE
1
E-505
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 - 2:32 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 E-200.dwg
MTC
Designer JF
Client
Project
Design
Check
Drafting
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
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
E-200
Sht
34
of
50](https://image.slidesharecdn.com/recycledwaterprojectdraftplansandspecifications-131226163747-phpapp02/85/Recycled-water-project-draft-plans-and-specifications-33-320.jpg)
![30 AMP
L1
VFD
480VAC
3ɸ
7.5
HP
L2
MWTS
SEAL
24" MIN.
L3
R1A
R1
VFD
RUN
R1B
R2A
R2
VFD
FAIL
ENCLOSURE
AIR
CONDITIONER
R2B
COMMUNICATIONS
PORT
CPT
480VAC PRIM./
120VAC SEC
TAG:
"GOLF COURSE
PUMP 01"
VFD FAIL
TO RTU R
(STATUS-FAIL)
LCD VFD
CONTROLLER
LCD VFD
CONTROLLER
FIT-1
1
LSL-1
CRA-1
CRLSL-1
FROM RTU R
(LOW LEVEL
INTERLOCK)
A
STOP
START
xoo
oox
CRP1-1
(CONTROL-AUTO)
oox
RESET
A
ANALOG INPUT
4-20mA
(CONTROL-SPEED)
TO RTU
(STATUS-AUTO)
A
(CONTROL-HAND)
S
S-1
MWTS
R
40" MIN.
H
RUN
SEAL
FAIL
120 VAC
O
4-20mA INPUT
LC-150 CONTROLLER
(CONTROL-SPEED)
STOP
START
FIT-2
HAND
LOCAL-OFF
AUTO
VFD [R1]
R
R1B
'RUN'
1
RUN
R1A
M1-1
TO RTU R
(STATUS-RUN)
M1
ENDRESS
+HAUSER
WALL MOUNT
METER (TYP)
TAG:
"CHLORINE SAMPLE
PUMP"
INSTALL SLAB, UNISTRUT,
AND CABINET AS SHOWN
SEAL FAIL
MDR
RUN
CONNECT TO
SEAL FAIL
LEADS
MDR-1
CR
MST
1
CRMST-1
A
R
GOLF COURSE PUMP 01
PANEL LOCATION
ALARM
A
FIT-3
HAND OFF
SCALE : NTS
'SEAL FAIL'
1
CR
TSH
NC
CRTSH-1
30A
MCP
OL
L1
TR
TSH
MWTS
M-1
GOLF COURSE PUMP PANEL
INNER DOOR LAYOUT
1
HP
120VAC
1Ø
NTS
CLPMP
L2
TRTSH-1
A
CR
A
RESET
CRMST-2
'MWTS'
'RESET'
1
COMMON ALARM
SHUTDOWN
TRTSH-2
1
CRA-2
TO RTU R
(ALARM-SHUTDOWN)
CRPL-2
OL
CRA-1
MFGR'S CABLE
(TYP)
FIT
1
M-3
TO RTU R
(STATUS-RUN)
M-2
DRAWING NOTES:
1
DEVICE/COMPONENT IS LOCATED IN FIELD. REFER
TO APPROPRIATE PLAN FOR LOCATION.
FIT
2
'RUN'
R
'RESET'
CRA1-1
CRA1-2
TO RTU R
(OVERLOAD ALARM)
SYSTEM COMPONENTS: REFER TO SPECIFICATIONS
FOR ADDITIONAL CONTROL COMPONENTS AND
ACCESSORIES REQUIRED FOR EACH PANEL.
FIT
3
1
PROVIDE A SINGLE AIR CONDITIONER UNIT SIZED
FOR PUMP CONTROL PANEL HEAT REQUIREMENTS.
GOLF COURSE PUMP PANEL 01
'OVERLOAD ALARM'
A
PROVIDE GROUND FAULT EQUIPMENT PROTECTOR
RATED BREAKER (GFEP).
OL
PROVIDE AND INSTALL CONCRETE SLAB TO SUPPORT NEW PANEL AS
SHOWN. SLAB SHALL BE MAXIMUM 6'-0” WIDE BY 6'-0” LONG, AND SHALL
HAVE A DEPTH OF 8”. SLAB SHALL BE REINFORCED WITH #4 STEEL
BARS AT 12” O.C. EACH WAY, PLACED CENTRALLY IN SLAB. SLAB TO BE
EMBEDDED 6” INTO EXISTING GRADE. REFER TO SHEET S-100 FOR
FURTHER NOTES RELATED TO CONCRETE AND STEEL DETAILING
CHLORINE SAMPLE PUMP ELEMENTARY
NTS
TYP
CLPMP 1
CLPMP 2
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
27 November 2013 - 2:34 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 E-300.dwg
MC
Designer JF
Client
Project
Drafting
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
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
E-300
Sht
35
of
50](https://image.slidesharecdn.com/recycledwaterprojectdraftplansandspecifications-131226163747-phpapp02/85/Recycled-water-project-draft-plans-and-specifications-34-320.jpg)
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Recycled water project draft plans and specifications
- 1. RECYCLED WATER EXPANSIONPROJECT 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. SYMBOLS ABBREVIATIONS SECTION DESIGNATION @ AB AC APN B BLDG BM BOTT SECTION DESIGNATIONSUSE 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. 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. MITIGATION MEASURES GENERAL NOTES GENERALNOTES 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. GENERAL NOTES 1. 2. 154' RE-SEEDDISTURBED 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. GENERAL NOTES 1. 2. CONTRACTOR SHALLPOTHOLE 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. 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. GENERAL NOTES 1. 2. 96 CONTRACTOR SHALLPOTHOLE 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. GENERAL NOTES 1. CONTRACTOR SHALLCOORDINATE 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. 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. STA. 10+03 EX. GATEVALVE 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. GENERAL NOTES 1. 2. CONTRACTOR SHALLPOTHOLE 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. GENERAL NOTES 1. CONTRACTOR SHALLCOORDINATE 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. GENERAL NOTES 1. CONTRACTOR SHALLCOORDINATE 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. GENERAL NOTES LE M SETTLING VAULTS UTILITY BUILDING DEMOLITION REMOVEAND 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. GENERAL NOTES DEMOLITION SAWCUT, REMOVEAND 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. GENERAL NOTES DEMOLITION CONSTRUCTION INSTALL TRUCKFILL 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. GENERAL NOTES LE M DEMOLITION REMOVE ANDDISPOSE 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. 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. JUNCTION BOX (SEE NOTE) FLEXIBLECONDUIT 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. 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
- 22. REMOVE AND REPLACE HACHCL17 CHLORINE ANALYZER. SEE DETAIL 2, SHEET E-501. 1"X1"X1/4" PVC TRANSITION TEE WITH 1/4" NOZZLE ROTATED 45° DOWN AND FIXED WITH HOSE CLAMP. CONNECT TO ANALYZER FEED LINE WITH 1/4" PLASTIC TUBING REMOVE AND REPLACE HACH CL17 CHLORINE ANALYZER. SEE DETAIL 2, SHEET E-501. 1" GALVANIZED DISCHARGE PIPE. DASHED LINES INDICATE UNDERGROUND PIPE. REMOVE AND REPLACE SAMPLING PUMP WITH EBARA STAINLESS STEEL SELF PRIMING SAMPLING PUMP MODEL NO. JEU80610T1C 1" GALVANIZED STEEL DISCHARGE PIPE. DASHED LINES INDICATE UNDERGROUND PIPE RECYCLED WATER PUMP STATION. REFER TO SHEET M-301. INSTALL 1-1/4" BASKET STRAINER ON SUCTION END OF PUMP 1-1/4" GALVANIZED STEEL SUCTION LINE WITH CAST IN PLACE CONCRETE BLOCK SUPPORT WITH BOLTED CLAMP 1-1/4" GALVANIZED STEEL SUCTION LINE WITH CAST IN PLACE CONCRETE BLOCK SUPPORT WITH BOLTED CLAMP UNISTRUT EXTEND END OF PIPE TO 1' ABOVE THE BOTTOM OF THE POND 1"X1"X1/2" EDUCTOR FITTING. CONNECT TO ANALYZER DRAIN LINE WITH 1/2" PLASTIC TUBING. PVC FOOT VALVE INSTALL 1-1/4"" BASKET STRAINER ON SUCTION END OF PUMP 1 6" X 6" X 12" DEEP CAST IN PLACE CONCRETE BLOCK SUPPORT WITH BOLTED CLAMP (TYP) REMOVE AND REPLACE SAMPLING PUMP WITH EBARA STAINLESS STEEL SELF PRIMING SAMPLING PUMP MODEL NO. JEU80610T1C 1" SCH. 80 PVC PIPE CONTINUED. SEE DETAIL 6, THIS SHEET. CONNECT TO EXISTING PIPES. SEE DETAIL 5, SHEET C-503 FOR CONTINUATION. 1-1/4" SCH. 80 PVC PIPE CONTINUED SEE DETAIL 6, THIS SHEET. DAYLIGHT 1" GALVANIZED STEEL DRAIN PIPE SAMPLING PUMP STATION PLAN 2 SCALE : NTS SAMPLING PUMP STATION SECTION UTILITY BUILDING CHLORINE ANALYZER AND SAMPLING PUMP LAYOUT 3 SCALE : NTS SCALE : NTS DEMO EXISTING EQUIPMENT. SEE DETAIL 4, SHEET E-501 SEE DET. 3, SHEET E-503 AND DET. 3, SHEET E-504 FOR ELECTRICAL DETAILS SEE DET. 3, SHEET E-503 AND DET. 3, SHEET E-504 FOR ELECTRICAL DETAILS INSTALL HACH CL17 CHLORINE ANALYZER REMOVE AND REPLACE ACTUATOR, VALVE EXTENSION AND 6" BUTTERFLY VALVE. BUTTERFLY VALVE TO BE PROVIDED BY TOWN. EXTENSION LENGTH SHALL PROVIDE 6-12" FROM THE TOP OF COVER TO THE WHEEL. REMOVE AND REPLACE ACTUATOR AND VALVE EXTENSION 1" SCH. 80 PVC PIPE CONTINUED. SEE DETAIL 3, THIS SHEET. INSTALL CATWALK PER DTL 2, SHEET S-102 1"X1"X1/2" PVC EDUCTOR FITTING. CONNECT TO ANALYZER DRAIN LINE WITH 1/2" PLASTIC TUBING UNISTRUT 1-1/4" SCH. 80 PVC PIPE CONTINUED SEE DETAIL 3, THIS SHEET. INSTALL CATWALK PER DTL 2, SHEET S-102 4 TRICKLING FILTER VALVE VAULT (SOUTH SIDE) SCALE : NTS 5 TRICKLING FILTER VALVE VAULT (NORTH SIDE) 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 25 November 2013 - 5:18 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: 6 SCALE : NTS Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-504.dwg BL/MC 1"X1"X1/4" PVC TRANSITION TEE WITH 1/4" NOZZLE FIXED WITH HOSE CLAMP. CONNECT TO ANALYZER FEED LINE WITH 1/4" PLASTIC TUBING INSTALL EBARA STAINLESS STEEL SELF PRIMING SAMPLING PUMP MODEL NO. JEU80610T1C CONNECT TO SAMPLING PUMP SUCTION LINE WITH 1-1/4" SCH. 80 PVC PIPE Reuse of Documents No 1" SCH. 80 PVC PIPE NOTE: MANUAL HAND WHEEL SHALL BE LOCATED DIRECTLY UNDER NEW BILCO HATCH. NOTE: MANUAL HAND WHEEL SHALL BE LOCATED DIRECTLY UNDER NEW BILCO HATCH. CHLORINE SAMPLE PUMP CONTROL STATION. SEE ELEMENTARY ON SHEET E-300 6" CONCRETE PAD. EXACT LOCATION TO BE COORDINATED WITH TOWN OF YOUNTVILLE STAFF. UTILITY BUILDING CHLORINE ANALYZER AND SAMPLING PUMP LAYOUT SCALE : NTS 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-504 Sht 23 of 50
- 23. 2" MAX. 10' LINE POST,2.375" O.D. TUBE, PAINTED TIES AT 24" MAX SPACING TOP RAIL, SCH. 40, 1.9" O.D. TUBE, PAINTED EXISTING GATE VALVE ADJACENT WALL, FENCE, OR BUILDING WHERE OCCURS NEW 8" GATE VALVE 8" C-900 CLASS 150 PVC EXISTING RECYCLED WATERLINE 4'-0" GATE OPENING MAN GATE FRAME, 1 1/4" O.D. SCH. 40 TUBE, PAINTED TIES AT 24" MAX SPACING 6' MAN GATE POST, 3 1/2" O.D. SCH. 40 TUBE, PAINTED 3" TIES AT 24" MAX SPACING 3" EXISTING GATE VALVE (TYP) TOP RAIL, SCH. 40, 1.9" O.D. TUBE, PAINTED TIES AT 24" MAX SPACING EXISTING RECYCLED WATERLINE (TYP) 1/4" x 3/4" FLAT STRETCHER BAR, PAINTED 6' END CORNER POST, 3" O.D. TUBE, PAINTED RING BANDS 12" O.C., FOR STRETCHER BAR FABRIC 11 GA. CHAIN LINK EXISTING RECYCLED WATERLINE BRACE, 1 1/4" SCH. 40 TUBE, PAINTED GATE LATCH AND HARDWARE RING BANDS 12" O.C., FOR STRETCHER BAR 6' CUT EXISTING WATERLINE AND INSTALL 8" X 8" TEE TIES AT 24" MAX SPACING BOTTOM RAIL, 1 1/4" O.D. TUBE, PAINTED 2" PIPE CONNECTION DETAIL 1 1" MAX. BERINGER CONNECTION BOTTOM RAIL, 1 1/4" O.D. TUBE, PAINTED TIES AT 24" MAX SPACING 1" MONDAVI CONNECTION FABRIC 11 GA. CHAIN LINK 6'-0" 6" C-900 CLASS 150 PVC 1/4" x 3/4" FLAT STRETCHER BAR, PAINTED SCALE : N.T.S. 3' 2' 2" 2'-0" TYP. 1' FINISH GRADE - SLOPE AWAY FROM FENCE 6" FINISH GRADE - SLOPE AWAY FROM FENCE 1'-0" CONCRETE FOOTING 6" TYP. 6" CONCRETE FOOTING 9" CONCRETE FOOTING 6' CHAIN LINK FENCE 6' CHAIN LINK MAN GATE EXISTING PIPING TO REMAIN TOP RAIL, SCH. 40, 1.9" O.D. TUBE, PAINTED 6' VEHICLE GATE POST 4" O.D. SCH. 40 TUBE, PAINTED GATE LATCH AND HARDWARE TIES AT 24" MAX SPACING TRUSS ROD, 3/8" MIN. EXISTING HATCH TO BE REPLACED PER STRUCTURAL DETAILS TIES AT 24" MAX SPACING 1/4" x 3/4" FLAT STRETCHER BAR, PAINTED REMOVE AND REPLACE EXISTING 10" PIPE INSIDE OF WET WELL WITH 10" C900 PVC PIPE MATCH EXISTING PIPE LENGTH BRACE, 1 1/4" SCH. 40 TUBE, PAINTED HORIZONTAL BRACE AND DIAGONAL TRUSS ROD(S) ON VEHICLE GATE PANELS AND FIRST ADJACENT FENCE PANEL RE-COAT AND RE-USE EXISTING MECHANICAL JOINT FITTING RING BANDS 12" O.C., FOR STRETCHER BAR 6' VEHICLE GATE POST 4" O.D. SCH. 40 TUBE, PAINTED 3 TRICKLING FILTER WET WELL PIPE REPLACEMENT PLUNGER BAR AND GATE STOP PER MANUFACTURERS RECOMMENDATION SCALE : NTS TRUSS ROD, 3/8" MIN. HORIZONTAL BRACE AND DIAGONAL TRUSS ROD(S) ON VEHICLE GATE PANELS AND FIRST ADJACENT FENCE PANEL FINISH GRADE - SLOPE AWAY FROM FENCE 3' 2' REMOVE AND REPLACE EXISTING RIPRAP MATCH EXISTING SIZE AND THICKNESS TIES AT 24" MAX SPACING FABRIC 11 GA. CHAIN LINK CONCRETE FOOTING BOTTOM RAIL, 1 1/4" O.D. TUBE, PAINTED 1' 6" CONCRETE FOOTING 1'-0" 8' NEW NON-WOVEN GEOTEXTILE FABRIC, 3' OVERLAP OF EXISTING FABRIC UPSTREAM AND DOWNSTREAM OF CUT. CONCRETE FOOTING 8' 6' CHAIN LINK DOUBLE GATE RIPRAP REPLACEMENT 4 2 SCALE : NTS Reuse of Documents 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 - 2:21 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-505.dwg SCALE : NTS 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 TYPICAL 6' CHAIN LINK FENCE AND GATE DETAIL AF 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-505 Sht 24 of 50
- 24. EXISTING CATCH BASIN OPERATOR LATCH CHAINLINK FENCE LINE DETAILA CONCRETE/FOOTER OUTLINE ROLLER GUIDE POST A - V-TRACK DRIVE RAIL 4 1 B - LATCHING POST ROLLER GUIDE POST 8 1 CHAINLINK FENCE LINE ISO VIEW 6 DETAIL A 5 3 MODIFY POST GAP AS NECESSARY TO INSTALL DRIVE RAIL DETAIL C 9" ISO VIEW 1 DETAIL B 1 NOTES HSS 4"x4"x1/4" COLUMN BRACKET (ASTM A500) 1 ROLLER GATE 48" 1 DETAIL C SCALE : NTS NEW HYSECURITY SLIDEDRIVER 15 GATE OPERATOR. 6 TOP VIEW CONCRETE PAD, 8" THICK WITH #4 @ 12" O.C. E-W. SUPPORT WITH STRUCTURAL FILL TO MATCH REQ. OPERATOR ELEVATION. 5 SIDE VIEW NEW V-TRACK AND FOOTING PER DETAIL 3 THIS SHEET. 4 6' NEW 6' TALL AMERISTAR PASSPORT COMMERCIAL CLASSIC 3 RAIL STANDARD ROLLING GATE 3 DETAIL B NEW ROLLER GUIDE POST PER DETAIL D THIS SHEET. 2 21' GATE OPENING 7 BOLT DRIVE RAIL FOR NEW OPERATOR TO NEW GATE FRAME AS APPLICABLE. 7 EXISTING 6' CHAINLINK FENCE. 8 APPROXIMATE LOCATION OF EXISTING CATCH BASIN. 1 1/2" 3/16" 1/2"x10"x0'-10" PLATE (ASTM A36) WITH 4-3/4" EPOXY DOWEL ANCHORS SEE NOTE 1 1'-0" 6' GATE HEIGHT 2 1. 7" SQ DOWEL SHALL BE ASTM F593 CW2 (316) STAINLESS STEEL ALL-THREAD 4" MIN DETAIL D ROLLER GUIDE POST PLATE ROLLERS PER FENCE MANUFACTURER 3"x3"x3/16" ANGLE WITH 3/4" EXPOSED 6" MIN. PVMT. 4"x4" STEEL TUBE SUPPORT POST NEW GATE 6' 1/2" SAW CUT EXISTING PAVEMENT AS NECESSARY TO INSTALL THE V-TRACK. 1 SAFETY LOOP FOR GATE EXIT CONTROL AND SAFETY OPERATION NEW GATE OPERATOR ASSEMBLY SAFETY LOOP SUPPORT POST PLATE, SEE DETAIL ABOVE MOUNT DRIVE RAIL TO NEW GATE 4' PVMT. 12"x12" CONCRETE GATE OPENING SAFETY LOOP 6' #4 HOOKS @ 18" O.C. WELDED TO ANGLE #4 CONTINUOUS EACH CORNER PROVIDE 3" CLEAR MAINTAIN 5" FROM LOOP TO EDGE OF PAVEMENT V-TRACK AND FOOTING 48" 4' NEW OPERATOR 12" 8'-20' BASED ON EXISTING DRIVE WIDTH VARIES A C-506 3 V-TRACK DETAIL 4 SCALE : NTS SCALE : N.T.S. Drawn No 5/24/13 Revision Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 25 November 2013 - 3:46 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-506.dwg MTC ROLLING GATE SECTION SCALE : N.T.S. GATE OPERATOR MOUNTING DETAIL 2 SCALE : NTS 1/7/14 Job Project Manager Director C-506 AUTOMATED GATE LAYOUT DETAIL 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 B ROLLING GATE SECTION Reuse of Documents FINAL TOWN REVIEW NFC VARIES SCALE : NTS 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-506 Sht 25 of 50
- 25. 4 ITEM 5 QTY. DESCRIPTION MANUFACTURER PART NUMBER NOTES 1 2 3 4 5 3000 PSI 0.75"GRADE 5 #6 #4 0.50" STEEL 1 1 1 1 1 MAIN TUBE LOWER TUBE MIDDLE TUBE UPPER TUBE EQUIPMENT BOX --------------------- 6" X 6" X 0.125" TUBE STEEL 4" X 4" X 0.125" TUBE STEEL 4" X 4" X 0.125" TUBE STEEL 4" X 4" X 0.125" TUBE STEEL 3/16" STEEL 1 1 - HINGE LOCK SET, CAM TYPE ----------------------------------------------------------------- ----COMPX ---------------------------- 316 STAINLESS STEEL C4152 ----------------------------------- 16 17 18 19 20 1 1 1 1 - SWITCH BOX FIRE DEPT. KEYED SWITCH KNOX BOX, HINGED DOOR KEYPAD ------------------- THOMAS & BETTS KNOX COMPANY KNOX COMPANY DKS -------------- IH3-1-LM MODEL 3502 SINGLE SWITCH 3200 SERIES SURFACE MOUNTED DOORKING 1506 ---------- 21 22 23 24 25 26 27 CURB --------------------- 11 12 13 14 15 10 EQUIPMENT BOX CONCRETE BASE ANCHOR BOLTS REINFORCING BAR REINFORCING BAR BASE PLATE 6 7 8 9 10 CONCRETE BASE 1 1 4 6 3 1 1 1 - -----------------------PLUNGER, TAMPER TERMINAL BLOCK, 10 POLE NOT USED --------------------------------- --------------------GE (SENTROL) MARATHON -------------------------- ------------3015 KULKA 100 SERIES ----------------- TAMPER PLUNGER 23 LOCKSET 12 "T" SHAPE TUBE 24 TERMINAL BLOCKS KEYPAD 19 WWW.COMPXNET.COM WWW.TNB.COM WWW.KNOXBOX.COM WWW.KNOXBOX.COM 11 --------------------- HINGE ROADWAY CARD READER PEDESTAL TOP VIEW 1 2 SCALE : N.T.S. -----------------------------------------WWW.GEINDUSTRIAL.COM WWW.MARATHONSP.COM --------------- CARD READER PEDESTAL LIST OF ITEMS 3 SCALE : N.T.S. EQUIPMENT BOX SIDE VIEW SCALE : N.T.S. 5 BASE PLATE 7/8" DIA. HOLE 3 17 17 FIRE DEPT. KEYED SWITCH 26" 8 18 1-1 2" 16 4" X 4" 6 KEYPAD 19 3 KNOX BOX W/ TAMPER SWITCH 18 12" 1/4" WELD 4" 5 1/8" 6" X 6" CONCRETE BASE 1-1 2" 12" 7 4" X 4" SECTION 4 A LEVELING NUT NON-SHRINK GROUT 2-3/4" CONDUITS ANCHOR BOLT #6 VERTICAL REINFORCING BARS 3 #4 TIES @ 12" O.C. (PROVIDE 2 ADDITIONAL TIES @ 2" O.C. AT TOP OF CONCRETE BASE PER 2000 IBC SECTION 1910.4.3) 30" 12" MIN. 6" 2 6" X 6" 2" 6 6" X 6" NTS 3'-4" 6 SCALE: 4'-6" 10 EQUIPMENT BOX ROADWAY 3" 1 1 B 3" SECTION 20"Ø CONCRETE BASE SCALE: 1 CONCRETE BASE 4 CARD READER PEDESTAL FRONT VIEW 5 SCALE : N.T.S. 1 CARD READER PEDESTAL SIDE VIEW 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 - 3:48 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-507.dwg 6 SCALE : N.T.S. Reuse of Documents FINAL TOWN REVIEW NFC NTS MTC Designer MJ CARD READER PEDESTAL SECTION VIEWS SCALE : N.T.S. 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-507 Sht 26 of 50
- 26. EXISTING 4" 90°BEND EXISTING ELECTRICAL PANELS REPLACE EXISTING PUMP AND MOTOR SKID WITH GORMAN-RUPP 4"X4" PUMP AND 40HP INVERTER DUTY MOTOR SKID MODEL U4B60S-B EXISTING 4" CHECK VALVE EXISTING 6"X4" REDUCER REUSE EXISTING PIPING ASSEMBLY EXISTING 6" FLEXIBLE RUBBER COUPLING REUSE EXISTING 4" ARV EXISTING 6"X6"X6" TEE ADJUST SPOOL LENGTH TO CONNECT TO EXISTING SUCTION PIPE EXISTING 6" 45° BEND REUSE EXISTING 4" CHECK VALVE NEW 4" SPOOL. ADJUST LENGTH AS NECESSARY TO CONNECT TAP FOR PRESSURE SWITCH INSTALLATION REUSE EXISTING 4" PLUG EXISTING 6" BUTTERFLY VALVE EXISTING 4" 90° BEND EXISTING 6" SUCTION PIPE EXISTING 4" SPOOL EXISTING 6" BUTTERFLY VALVE EXISTING 6" TEE, 6"X10" REDUCER AND SUCTION LINE EXISTING PUMP SKID EXISTING 4" CHECK VALVE EXISTING 6" SPOOL EXISTING 4" SPOOL 1'-1" ROTATE AND REUSE EXISTING 4" 90° BEND CONNECT TO EXISTING 4" TEE 8" ADJUST SPOOL TO FIT TO NEW PUMP LAYOUT ADJUST SPOOL LENGTH TO CONNECT TO EXISTING SUCTION PIPE EXISTING 4" PLUG VALVE REUSE EXISTING 4" 90° BEND NEW 4" 90° BEND ROTATE 90° AND REUSE EXISTING TEE. CONNECT TO EXISTING 10"X6" REDUCER WITH NEW 90° BEND EXISTING 4" TEE AND DISCHARGE PIPE EXISTING 4" ARV 11" ADJUST SPOOL TO FIT TO NEW PUMP LAYOUT REUSE EXISTING 4" PLUG VALVE EXISTING 6" BUTTERFLY VALVE ROTATE 45° AND REUSE EXISTING 4" 90° BEND 3' EXISTING VALVE COVER NEW 45° BEND REUSE EXISTING 4" PLUG VALVE REUSE EXISTING PIPING ASSEMBLY TAP FOR PRESSURE SWITCH INSTALLATION NEW 4" SPOOL. ADJUST LENGTH AS NECESSARY TO CONNECT. 1 3'-42" REUSE EXISTING 4" PLUG VALVE REUSE EXISTING 4" ARV REUSE EXISTING 4" CHECK VALVE REPLACE EXISTING PUMP AND MOTOR SKID WITH GORMAN-RUPP 4"X4" PUMP AND 40HP INVERTER DUTY MOTOR SKID MODEL U4B60S-B REUSE EXISTING 4" ARV NEW 90° BEND ROTATE AND REUSE EXISTING 90° BEND ADJUST SPOOL LENGTH AS NECESSARY TO CONNECT TO NEW PUMP DISCHARGE EXISTING 4" PLUG VALVE EXISTING 4" CHECK VALVE EXISTING 4" ARV EXISTING 4" SPOOL EXISTING 4" 90° BEND NEW PIPE SUPPORT. REUSE EXISTING SUPPORT AS IT PERMITS REUSE EXISTING 4" PLUG REPLACE EXISTING PUMP AND 40HP MOTOR SKID WITH GORMAN-RUPP 4" X4" PUMP AND MOTOR SKID MODEL U4B60S - B EXISTING 4" 90° BEND EXISTING 4" SPOOL EXISTING 4" SPOOL 8" NEW 4" 45° BEND ROTATE AND REUSE EXISTING 4" 90° BEND EXISTING 6"X4" REDUCER EXISTING 4" PLUG VALVE EXISTING 6" FLEXIBLE RUBBER COUPLING REUSE EXISTING PIPING ASSEMBLY EXISTING 6"X6"X6" TEE ROTATE AND REUSE EXISTING 4"X4"X4" TEE NEW 4" SPOOL ADJUST SPOOL LENGTH AS NECESSARY AND CONNECT TO EXISTING LOCATION OF PLUG VALVE EXISTING 4" DISCHARGE PIPE EXISTING 6" 45° BEND ADJUST SPOOL LENGTH TO CONNECT TO EXISTING SUCTION PIPE EXISTING 6" BUTTERFLY VALVE REUSE EXISTING 4" PLUG VALVE EXISTING 6" SUCTION PIPE EXISTING PIPE SUPPORT NEW PIPE SUPPORT EXISTING PIPE STAND EXISTING 4" CHECK VALVE NOTE: REUSE EXISTING COMPONENTS EXCEPT AS NOTED EXISTING PUMP SKID 1 EXISTING RECYCLED WATER PUMP STATION PLAN AND SECTION 2 SCALE : 1/2"=1'-0" Reuse of Documents 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 - 3:46 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: 0 1' 2' 4' 1/2"=1'-0" Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 M-301.dwg SCALE : 1/2"=1'-0" 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 PROPOSED RECYCLED WATER PUMP STATION PLAN AND SECTION SD Designer WZ Client Project Drafting 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 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 M-301 Sht 27 of 50
- 27. STRUCTURAL LEGEND GENERAL STRUCTURALNOTES GENERAL REINFORCING 1. DESIGN CRITERIA: 1. ALL CONCRETE REINFORCING SHALL BE ASTM A615, Fy = 60 KSI., UNLESS NOTED OTHERWISE. 2010 CALIFORNIA BUILDING CODE (2010 CBC) 2. REINFORCING SHALL EXTEND CONTINUOUS FOR THE DIMENSION SHOWN. AMERICAN CONCRETE INSTITUTE (ACI): 3. NO WELDING OF ANY REINFORCING IS PERMITTED, UNLESS SPECIFICALLY STATED ON THE PLANS. REINFORCEMENT TO BE WELDED TO MEET THE REQUIREMENTS OF ASTM A706. 4. LOCATE ALL REINFORCING AS SHOWN ON DRAWINGS AND FASTEN SECURELY. 5. ALL REINFORCING TO TERMINATE WITH STANDARD HOOKS AS SHOWN ON PLANS. ALL STIRRUPS AND TIES TO BE CLOSED WITH 135 DEGREE BENDS. CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (AC1 350-06) DESIGN CONSIDERATIONS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (ACI 350.4R-04) SEISMIC DESIGN OF LIQUID-CONTAINING CONCRETE STRUCTURES AND COMMENTARY (ACI 350.3-06) 2. CMU IN SECTION STEEL LOADS: DEAD LOADS: 1. 2. ALL THREADED RODS: ASTM A36 OR ASTM A572; GRADE 50. CLEVIS AND TURNBUCKLES TO MEET DIMENSIONAL AND LOADING REQUIREMENTS SHOWN IN AISC'S STEEL CONSTRUCTION MANUAL TABLES, 15-4; 15-5; AND 15-6. BOLTED CONNECTIONS, UNLESS NOTED OTHERWISE: 1-INCH DIAMETER A325-N BOLTS. 7. INSTALL HIGH STRENGTH BOLTS IN ACCORDANCE WITH SECTION 8 OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS", 2009 EDITION. 8. SEISMIC IMPORTANCE FACTOR: I = 1.25 OCCUPANCY CATEGORY: III (WATER TREATMENT PLANT) MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS = 1.923 S1 = 0.697 SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 1.282 SD1= 0.697 SEISMIC DESIGN CATEGORY: D RESPONSE MODIFICATION FACTORS: R = 2.5 ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE ALL STEEL SHAPES SHALL BE ASTM A992 GRADE 50 UNLESS OTHERWISE NOTED. 6. SEISMIC LOADS: ALL STEEL BARS & PLATES SHALL BE ASTM A36 UNLESS OTHERWISE NOTED. 5. SELF WEIGHT. ANCHOR BOLTS: ASTM F1554 GRADE 36. 4. 80 PSF DETAIL, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (LATEST EDITION AND SUPPLEMENTS). 3. LIVE LOAD: 3. CMU IN PLAN ANCHOR RODS SHALL BE THREADED ANCHOR RODS WITH NUT. THE EMBEDDED NUT SHALL BE TACK WELDED TO THE ANCHOR ROD TO PREVENT ROTATION DURING TIGHTENING. CONCRETE IN SECTION EARTH IN SECTION UNLESS NOTED OTHERWISE, REFER TO DRAWINGS OTHER THAN STRUCTURAL FOR FINISHES, SLOPES, DEPRESSIONS, OPENINGS CURBS, STAIRS, RAMPS, TRENCHES, EQUIPMENT AND LOCATIONS AND EXTENT OF SUCH CONDITIONS. 9. BOLT HOLES IN STEEL SHALL BE "STANDARD" (1/16-INCH LARGER IN DIAMETER THAN THE NOMINAL BOLT SIZE, UNLESS OTHERWISE NOTED). 4. CONTRACTOR TO COORDINATE ALL NEW WORK WITH EXISTING SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 10. WELDING ELECTRODES (FILLER METAL): E70XX (70 KSI), WITH EXACT FILLER METAL SELECTED BY THE FABRICATOR. 5. DETAILS OR CONDITIONS NOT FULLY DEVELOPED ON STRUCTURAL DOCUMENTS ARE SIMILAR TO DEVELOPED DETAILS. 11. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE LENGTH OF WELD IS NOT SHOWN IT SHALL BE THE FULL LENGTH OF THE JOINT. 6. SEE CIVIL AND MECHANICAL DRAWINGS FOR WATERPROOFING, DAMP-PROOFING, AND DRAINAGE REQUIREMENTS. 12. 7. ALL PLANS TO BE COORDINATED WITH GENERAL NOTES AND TYPICAL DETAILS AS APPLICABLE. COMPLETE PENETRATION WELDS SHALL BE MADE WITH PROPER BACKING WHEREVER POSSIBLE. AFTER WELDING REMOVE BACKING BARS AND GRIND SMOOTH. FULL PENETRATION WELDS MADE WITHOUT PROPER BACKING SHALL HAVE THE ROOT GOUGED BEFORE WELDING IS STARTED FROM THE OTHER SIDE EXCEPT AS PROVIDED IN AWS D1.1. 8. IT IS THE CONTRACTOR’S SOLE RESPONSIBILITY FOR METHOD AND SEQUENCE OF ERECTION, TEMPORARY SHORING AND TEMPORARY BRACING. 13. ALL BUTT AND GROOVE WELDS SHALL BE FULL PENETRATION, UNLESS NOTED OTHERWISE. 14. 9. IT IS THE CONTRACTOR’S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. ALL SPLICING OF MEMBERS SHALL BE AS SHOWN ON THE DRAWINGS. ANY SPLICING OF THE STEEL MEMBERS PROPOSED BY THE STEEL FABRICATOR SHALL BE SHOWN ON SHOP DRAWINGS AND APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 15. ALL ANCHOR BOLTS SHALL BE EMBEDDED AS SHOWN ON THE DRAWINGS. 16. MINIMUM PLATE THICKNESS IS 3/8 INCH UNLESS OTHERWISE NOTED. MINIMUM WELD IS 1/4 INCH UNLESS OTHERWISE NOTED. SLAB CONSTRUCTION JOINT ALL STEEL FABRICATION AND DETAILS TO COMPLY WITH MOST STRINGENT OF THE LATEST EDITION OF: AISC CODE, AWS CODE, AND THE 2010 CBC. SLAB CONTROL JOINT SPECIAL INSPECTION 1. SPECIAL INSPECTION IN ACCORDANCE WITH 2010 CALIFORNIA BUILDING CODE CHAPTER 17 IS REQUIRED ON THE FOLLOWING PORTIONS OF THE WORK: CONCRETE REINFORCING STEEL STRUCTURAL STEEL 17. 18. 1. ALL CONCRETE SHALL BE NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. 2. GRATING IN PLAN FOOTING UNLESS NOTED OTHERWISE, ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. 20. STEEL IN SECTION ALL WELDING TO BE BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO ALL 2010 CBC AND AWS REQUIREMENTS. ALL WELDERS SHALL BE PRE-QUALIFIED BY THE PROJECT WELDING INSPECTOR FOR THE WELD TYPES AND POSITIONS USED IN THE PROCEDURES THEY WILL BE PERFORMING. 19. CONCRETE GROUT IN SECTION ALL GRATING SHALL BE ALUMINUM. CONCRETE REINFORCING COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH…………………………………..…………………..…….........3 INCHES CONCRETE EXP0SED TO EARTH OR WEATHER: NO. 6 OR LARGER BARS………………………………….…2 INCHES NO. 5 OR SMALLER BARS………………………………....1.5 INCHES CONCRETE NOT EXPOSED TO EARTH OR IN CONTACT WITH GROUND: SLABS OR WALLS……………………………………...….............0.75 INCHES 3. ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM DIMENSIONS. CONTRACTOR TO REVIEW FORMING, REINFORCING DETAILS AND ANY EMBEDDED ITEMS AND DETERMINE PRIOR TO FABRICATION OF ANY REINFORCING, PLACEMENT REQUIREMENTS AND CLEARANCES. 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 - 3:47 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 S-100.dwg BL Designer NO 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 SB 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 S-100 Sht 28 of 50
- 28. WORK TABLE (REMOVABLE) CONCRETE TRICKLINGFILTER RECIRCULATION PUMPS BOLLARD REMOVE EXISTING STEEL PLATE. TO BE REPLACED WITH GRATING PER DET. 1, SHT. S-102. KEEP SQUARE PIECE AROUND PIPE OF DIMENSION (DIAMETER +4"), TO BE PARTIALLY WELDED TO NEW STEEL BEAM PER S-102. WHERE PLATE PIECE ENDS AT WALL, CUT TO FIT AGAINST INSIDE FACE OF VAULT WALL. CONFIRM DIMENSIONS ON-SITE PRIOR TO CUTTING PLATE. PRIMARY SEDIMENTATION WET WELL CONCRETE WALKWAY 4'-9" REMOVE EXISTING GRATING. TO BE REPLACED WITH BILCO DOOR PER DET. 2, SHT. S-102. LADDER EXISTING ELECTRICAL PANELS TRICKLING FILTER VALVE VAULT 5'-9" 5'-9" ASPHALT SHIM UNDERNEATH EXISTING STEEL CHANNEL PUMP SUPPORTS AT EDGE OF CONCRETE AS REQUIRED TRICKLING FILTER VALVE VAULT SHIM UNDERNEATH EXISTING STEEL CHANNEL PUMP SUPPORTS AT EDGE OF CONCRETE AS REQUIRED B TRICKLING FILTER RECIRCULATION PUMPS REMOVE EXISTING GRATING TO BE REPLACED WITH BILCO DOOR PER DET. 2, SHT. S-102 LADDER 4'-9" 8" INTERMEDIATE SEDIMENTATION WET WELL BOLLARD (TYP OF 3) EXISTING BUBBLER PANEL CONCRETE TRICKLING FILTER VALVE VAULT (SOUTH) DEMOLITION PLAN 2 SCALE : 1:2 GRAVEL REMOVE EXISTING STEEL PLATE. TO BE REPLACED WITH GRATING PER DET. 1, SHT. S-102. KEEP SQUARE PIECE AROUND PIPE OF DIMENSION (DIAMETER +4"), TO BE PARTIALLY WELDED TO NEW STEEL BEAMS PER S-102. WHERE PLATE PIECE ENDS AT WALL, CUT TO FIT AGAINST INSIDE FACE OF VAULT WALL. CONFIRM DIMENSIONS ON-SITE PRIOR TO CUTTING PLATE. A 1 - ASPHALT RAMP TRICKLING FILTER VALVE VAULT (NORTH) DEMOLITION PLAN SCALE : 1:2 REMOVE EXISTING GRATING 7'-4" 12'-0" 12'-0" 8'-10" 8'-11" 8'-11" 9" 9" 9" 9" REMOVE EXISTING GRATING TOP OF SLOPED FLOOR TOP OF SLOPED FLOOR BOTTOM OF SLOPED FLOOR BOTTOM OF SLOPED FLOOR A SECTION B SECTION - SCALE : 1/2"=1'-0" - SCALE : 1/2"=1'-0" 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 - 3:49 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 S-101.dwg BL Designer NO 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 SB 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 S-101 Sht 29 of 50
- 29. EXISTING LADDER TOREMAIN NOTES: 1. GRATING IS ALUMINUM. DTL. 2, SHEET S-103 DTL. 2, SHEET S-103 DTL. 2, SHEET S-103 GRATING TO BE ATTACHED WITH ANCHOR CLIPS (PER CONTRACTOR). WETWELL AND VALVE VAULTS TO BE COATED PER SPECIFICATION 02661. 1" 1" (TYP) DTL. 1, SHEET S-103 MEASURE STEEL MEMBERS ON-SITE PRIOR TO INSTALLATION DTL. 2, SHEET S-103 - (NEW BILCO KD DOOR NOT SHOWN) 1" (TYP) BANDING BARS AT EACH END, SITTING ATOP NEW L4 x 3 x 1/2 ANGLES BELOW PER DTL. 3, SHEET S-103 (FULL PERIMETER EXCEPT AT REMAINING STEEL PLATE) A 2'-0" (TYP) DTL. 1, SHEET S-103 DTL. 1, SHEET S-103 3. 4. DTL. 1, SHEET S-103 NORTH TRICKLING FILTER WET WELL PLAN, DETAILS SIMILAR 3" EDGE SPACING (TYPICAL) CONNECTION TO EXISTING TRICKLING FILTER WET WELL WALL SEE DTL. 3 THIS SHEET DTL. 1, SHEET S-103 SINGLE ANGLE CONNECTION FOR NEW CATWALK GRATING, ATTACHED PER SECTION A DETAILS (BOTH SIDES, TYPICAL) BEARING BARS: 1" D x 1/4" T BARS AT 1" O.C. THROUGHOUT, CROSS BARS: 1" D X 1/4" T. BARS @ 4" O.C. THROUGHOUT, BANDING BARS @ 4 ENDS ANCHOR BOLTS PER SECTION A, BOTH SIDES (TYPICAL) DTL. 1, SHEET S-103 BEARING BARS: 1"d x 1/4"t BARS @ 1" O.C. THROUGHOUT (TYP.) CROSS BARS: 1"d x 1/4"t BARS @ 4" O.C. THROUGHOUT (TYP.); SEE NOTE 2. SINGLE ANGLE AND PLATE CONNECTION. FOR NEW BILCO KD DOOR (NOT SHOWN). ATTACHED PER SECTION A DETAILS 4'-9" 2'-2" (TYP) NEW W6 x 12 STEEL BEAM BELOW NEW GRATING; ATTACH REMAINING STEEL PLATES PER DTL. 4, SHEET S-103 (TYP) GRATING TO BE SEGMENTED PER CONTRACTOR SUCH THAT ALL SEGMENTS ARE 100 POUNDS MAXIMUM IN WEIGHT. 5'-9" 2. CONFIRM DIMENSIONS ON SITE PRIOR TO CONSTRUCTION ANCHOR BOLTS PER SECTION TRICKLING FILTER WET WELL PLAN (SOUTH) 2 NORTH PLAN SIMILAR NOTES: 1. STEEL CONNECTION PIECES TO BE PAINTED IN ACCORDANCE WITH SPEC 9800. PRIOR TO INSTALLATION, REPAIR EXISTING GAPS AND CRACKS IN CONCRETE WALL JUNCTION USING SIKAFIX HH + OR APPROVED EQUIVALENT - ENGINEER INSPECTION AND APPROVAL REQUIRED BEFORE ANCHOR INSTALLATION NORTH PLAN SIMILAR SCALE : NTS NOTES: 1. PAINT ALL DOOR ASSEMBLY STEEL / ALUMINUM IN CONTACT WITH CONCRETE IN ACCORDANCE WITH SPEC 9800. ALUMINUM EXTRUDED FRAME FOR BILCO KD DOOR 1 1/4" TOP OF WALL 1 1/4" 1/2" Ø BOLTS IN SLOTTED HOLES @ 12" O.C. FULL LENGTH 3 SIDES (TYPICAL) 9" x 1/2"t STEEL PLATE, FULL LENGTH 3 SIDES 1 1/2" 1 1/2" L6 x 6 x 1/2" SINGLE ANGLE, FULL LENGTH 3 SIDES 3 1/4" 4" 9" 10" O.C. 1'-0" L8x8x3/4" SINGLE ANGLE CONNECTION, SEE SECTION B THIS SHEET. INSTALL USING HILTI HIT RE 500 SD EPOXY ANCHORING SYSTEM (OR APPROVED EQUIVALENT) PER MANUFACTURER'S INSTALLATION PROCEDURES, MINIMUM 4" EMBEDMENT (TYP) TRICKLING FILTER VALVE VAULT PLAN (SOUTH) 1/2" Ø THREADED ROD, ASTM F 543-316. IN HORIZ. SLOTTED HOLES, AT 12" O.C., INSTALL USING HILTI HIT RE 500 SD EPOXY ANCHORING SYSTEM, OR APPROVED EQUIVALENT, PER MANUFACTURER'S INSTALLATION PROCEDURES 3" MIN. SCALE : NTS (TYP) 1 2" - 1" EXISTING GROOVE 5/8" Ø THREADED ROD, ASTM F 593-316, IN VERT. SLOTTED HOLES, AT 12" O.C., INSTALL USING HILTI HIT RE 500 SD EPOXY ANCHORING SYSTEM OR APPROVED EQUIVALENT PER MANUFACTURERS INSTALLATION PROCEDURES 1'-0" 3" MIN. EXISTING TRICKLING FILTER WET WELL WALL 3" 1/2" 4" MIN. B 4 1/2" EDGE SPACING (TYP) 1/2" Ø BOLTS IN SLOTTED HOLES @ 12" O.C., FULL LENGTH 3 SIDES (TYPICAL) 2 1/2" EXISTING TRICKLING FILTER WET WELL WALL 2'-0" TO UNDERSIDE OF NEW BILCO DOOR 1'-0" O.C. (TYP) SINGLE ANGLE CONNECTION PER PLAN, MINIMUM 8 BOLTS PER CONNECTION AS SHOWN FOR SOUTH VALVE VAULT, MINIMUM 6 BOLTS (PLACED & SPACED SIMILARLY) AS SHOWN FOR NORTH VALVE VAULT TRICKLING FILTER VALVE AND PIPEWORK NOT SHOWN L8x8x3/4" SINGLE ANGLE CONNECTION, FULL WIDTH OF TRICKLING FILTER VALVE VAULT, SEE DTL. 4 THIS SHEET. INSTALL USING HILTI HIT RE 500 SD EPOXY ANCHORING SYSTEM (OR APPROVED EQUIVALENT) PER MANUFACTURER'S INSTALLATION PROCEDURES, MINIMUM 6" EMBEDMENT (TYP) 5 1/2" MIN. EDGE DISTANCE (BOTH SIDES OF VALVE VAULT) 3 TRICKLING FILTER VALVE VAULT WALL CONNECTION PLAN SCALE : NTS B - SECTION SCALE : NTS 4" MIN. - 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 - 6:34 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 S-102.dwg NEW CATWALK GRATING PER DETAIL 2 THIS SHEET A REPAIR EXISTING GAPS AND CRACKS IN CONCRETE WALL/SLAB JUNCTION USING SIKAFIX HH+ (OR APPROVED EQUIVALENT) ENGINEER INSPECTION AND APPROVAL REQUIRED BEFORE ANGLE CONNECTIONS INSTALLATION Reuse of Documents FINAL TOWN REVIEW NFC MAINTAIN CLEARANCE TO VALVE 5 1/2" MIN. EDGE DISTANCE (BOTH SIDES OF VALVE VAULT) SD Designer WZ 4" MIN. L4 X 3 X 1/2" SINGLE ANGLE CONNECTION PER DETAIL 2 THIS SHEET, INSTALL USING HILTI HIT RE 500 SD EPOXY ANCHORING SYSTEM (OR APPROVED EQUIVALENT) PER MANUFACTURER'S INSTALLATION PROCEDURES, MIN. 4" EMBEDMENT (TYP.) 1/2" Ø THREADED ROD, ASTM F 593-316. (3) TOTAL PER SIDE, AT 10" O.C. SPACING (TYPICAL, BOTH SIDES) SECTION SCALE : 3"=1'-0" Client Project Drafting 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 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 S-102 Sht 30 of 50
- 30. EXISTING VAULT BOUNDARY (CONCRETE) 11/2" 1 1/2" NOTE: GRATING NOT SHOWN FOR CLARITY 1 1/2" 4" TYP. W6 x 12, W/ COPED WEB (AS REQ'D) EDGE OF BEAM (BEYOND) 2" 1 1/2" 1 1/2" 6 1/4" 1 1/2" (TYP) W6 x 12 CONTINUOUS BEAM 1/2" Ø THREADED ROD, ASTM F 593-316, IN HORIZ. SLOTTED HOLES (TYPICAL) INSTALL USING HILTI HIT RE 500 SD EPOXY ANCHORING SYSTEM, OR APPROVED EQUIVALENT, PER MFR'S INSTALLATION PROCEDURES 1 1/2" 1 1/2" 2" 2" L5 x 5 x 1/2 SINGLE ANGLE CONNECTION W/ 1/2" Ø BOLTS IN SLOTTED HOLES 1 1/2" 1 1/2" NEW ALUMINUM GRATING (FLUSH W/ CONCRETE) NOTE: 1. GRATING ATTACHED WITH ANCHOR CLIPS (PER CONTRACTOR). EDGE OF BEAM (BEYOND) L5 x 5 x 1/2" SINGLE ANGLE CONNECTION W/ 1/2" Ø BOLTS IN HORIZ SLOTTED HOLES 1 BEAM ATTACHMENT DETAIL BEAM -TO-BEAM ATTACHMENT DETAIL 2 SCALE : NTS SCALE : NTS NOTE: 1. GRATING ATTACHED WITH ANCHOR CLIPS (PER CONTRACTOR). 1"d x 1/4"t. BANDING BAR ALL AROUND GRATING EXISTING VAULT WALL/BOUNDARY 3/8" 1@3 1 3/4" MIN. 2 1/2" 1 3/4" MIN. NEW ALUMINUM GRATING PER PLAN 4" NEW ALUMINUM GRATING PER PLAN EXISTING PIPE 1 1/2" EXISTING PLATE PER PLAN NEW W6 x 12 BEAM L4 x 3 x 1/2" ALUMINUM ANGLE W/ 1/2" Ø THREADED ROD, ASTM 593-316. IN HORIZ. SLOTTED HOLES AS SHOWN AT 12" SPACING. INSTALL USING HILTI HIT RE 500 SD EPOXY ANCHORING SYSTEM, OR APPROVED EQUIVALENT, PER MFR'S INSTALLATION PROCEDURES - TYPICAL CONNECTION ALL AROUND VAULT WALL. 3 4" GRATING SUPPORT DETAIL SCALE : NTS 4 NEW BEAM DETAIL 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 25 November 2013 - 3:52 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 S-103.dwg BL Designer NO 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 SB 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 S-103 Sht 31 of 50
- 31. DEMOLISH AND REMOVEPRECAST WELL LID AND TOP OF WALLS AS SHOWN; INSTALL NEW CONCRETE AND DOOR HATCH AS SHOWN NEW HATCH NEW CONCRETE EXIST. CONCRETE 4" MIN. 1'-0" MIN. #4 BAR CONTINUOUS NOTE: 1. #4 BAR DOWELED INTO EXISTING WET WELL WALL AS SHOWN @ 8" O.C. SPACING ROUGHEN SURFACE A - DETAIL PLAN VIEW CONFIRM DEMOLITION DIMENSIONS ON-SITE TO MAKE TOP-OF-DOOR FLUSH W/ GRADE PRIOR TO DEMOLITION BILCO J-ALH20 ALUMINUM DOOR OR APPROVED EQUAL. INSTALLED AS SHOWN AND PER MANUFACTURER'S RECOMMENDED PROCEDURES. SEE DETAIL ABOVE CENTER THE DOOR IN THE WALL, SEE DETAIL ABOVE TO OUTFALL METERING BOX (E) TO OUTFALL METERING BOX (E) TO OUTFALL METERING BOX (E) TO OUTFALL METERING BOX (E) SECTION A 1 SECTION RECYCLED WATER WET WELL DEMOLITION SCALE : 3/4" =1' 2 RECYCLED WATER WET WELL SECTION SCALE : 3/4"=1' 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 - 3:53 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 S-104.dwg SD Designer WZ Client Project Drafting 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 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 S-104 Sht 32 of 50
- 32. GENERAL NOTES WATER WATER DEMOLITION CONSTRUCTION 5 10 15 1 LS RAWWATER PUMP CONTROL PANEL MODIFICATIONS PER DETAIL 4 ON SHEET E-502 0 1 EA RTU R MODIFICATIONS PER SPECIFICATIONS (NPI) TREATMENT PLANT ELECTRICAL SITE PLAN * LF INSTALL GOLF COURSE PUMP PANEL 01 PER DTL 1, SHEET E-300 * 1 EA INSTALL 8-FIBER CABLE FROM MASTER RTU TO RTU R, FREE OF SPLICES IN EXISTING CONDUIT (NPI) WATER INSTALL SCADA ANTENNA ON EXISTING POLE. CONNECT TO RTU R. 1 EA QUANTITY IS REFLECTED ON SHEET C-112 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. 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 27 November 2013 - 2:30 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 E-101.dwg MTC Designer WZ Client Project Drafting 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 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 E-101 Sht 33 of 50
- 33. PANELBOARD SCHEDULE NOTES NORTH VALVEVAULT GENERAL CIRCUIT/CONDUIT TAG ID TAG CONDUIT SIZE Px 3/4" (x=2 THRU 12) x-#12, 1-#12G Cx 3/4" (x=2 THRU 18) 1" (x=19 THRU 30) 2" (x=31 THRU 100) VALVE ACTUATOR VA-1 CONDUCTORS M 2. MFR'S CABLE x-#14, 1-#12G C10 LE TSP-2 3/4" (X=1,2) 1" (x=3,4) 2" (x=5 THRU 16) TSP-x x-#16 TWISTED SHIELDED PAIR 3/4" (x=1 THRU 4) 1" (x=5 THRU 8) CAT6-x 3. P3 2 LE REFER TO DUCT BANK SECTION SCHEDULE FOR REQUIREMENTS DB-XX [XX] w/CIRCUIT 1. WET WELL P2 TSP-2 TSP-1 x-CATEGORY 6 NETWORK CABLE ULS C10 3/4" C, 2#12, 1#12 G THREE PHASE CIRCUITS : PROVIDE 3/4"C w/3-#12, 1-#12 GRD FOR 20A CIRCUITS SERVING EQUIPMENT WITHIN 60' OF PANELBOARD, UNLESS OTHERWISE NOTED. INCREASE CONDUIT AND WIRE SIZES IN ACCORDANCE WITH THE NEC FOR LONGER CIRCUITS OR CIRCUITS MORE THAN 20A. SINGLE PHASE CIRCUITS : PROVIDE 3/4"C w/2-#12, 1-#12 GRD FOR 20A CIRCUITS SERVING EQUIPMENT WITHIN 60' OF PANELBOARD, UNLESS OTHER WISE NOTED. INCREASE CONDUIT AND WIRE SIZE IN ACCORDANCE WITH THE NEC FOR LONGER CIRCUITS OR CIRCUITS MORE THAN 20A. RECEPTACLE CIRCUITS SHALL BE POWERED THROUGH A GFCI CIRCUIT BREAKER, EXCEPT AS FOLLOWS: · WHEN THE DISTANCE TO THE FIRST RECEPTACLE IS OVER 50' IN LENGTH, USE A STANDARD CIRCUIT BREAKER AND PROVIDE A FEED THROUGH GFCI TYPE RECEPTACLE. · ALL RECEPTACLES MOUNTED IN LIGHT POLES OR ON HANDRAILS SHALL BE GFCI TYPE. · PROVIDE GFCI RECEPTACLES AT ALL LOCATIONS WHERE RECEPTACLES ARE MORE THAN 50' APART. · PROVIDE GFCI RECEPTACLES FOR ALL SINGLE PHASE CORD CONNECTED, SUBMERSIBLE PUMP, MIXERS, ETC. 4. 5. 6. 7. 8. 9. 10. · REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONDUIT SIZES SHOWN ARE MINIMUM ONLY AND NOT FOR USE IN DUCTBANKS. REFER TO DUCTBANK AND CIRCUIT SCHEDULE FOR CONDUIT SIZE AND FOR CONDUITS WHICH STUB-UP INTO PANELBOARDS. LIGHTING CIRCUITS : PROVIDE ADDITIONAL CONDUCTORS AS REQUIRED TO CONNECT SWITCHED LEGS FOR FIXTURES OR UNSWITCHED LEGS FOR EMERGENCY LIGHTING UNITS AND EXIT LIGHTS. EMERGENCY LIGHTING UNITS AND EXIT LIGHTS SHALL BE CONNECTED UPSTREAM OF SWITCHED DEVICES. LOCKOUT PROVISIONS : PROVIDE HANDLE LOCK-OFF/PADLOCK ATTACHMENT FEATURE. PROVIDE GROUND FAULT EQUIPMENT PROTECTOR RATED BREAKER (GFEP). PROVIDE HEATING, AIR-CONDITIONING, REFRIGERATION RATED BREAKER (HACR). UNIT HEATER CONNECTIONS : CONTRACTOR SHALL COORDINATE CONNECTIONS WITH FINAL UNIT HEATER SELECTION. PROVIDE NECESSARY 3 ɸ OR 1 ɸ BRANCH CIRCUITS AS REQUIRED PER EACH UNIT. UNUSED BRANCH CIRCUITS SHALL BE LABELED AS SPARE. CKTS MAY ALSO BE ROUTED THROUGH DUCT BANKS. UTILITY RTU OIT UTILITY ROOM EXISTING CONDUIT W/ MODBUS EXISTING PANELBOARD "D" CONTROL ROOM EX MASTER RTU 3/4" C, 2#10, 1#12G EXISTING WP CR FIT B-19 TSP-1 CS C2 C10 EXISTING SWITCHBOARD "B" P2 TSP-2 1 HP B-20 AE 2 AIT AE TO BE PROVIDED AND INSTALLED BY OTHERS CL CHLORINE SAMPLE PUMP ANALOG & DISCRETE FLEXIBLE CABLES (TYP) CABLE CONNECTOR (TYP) EXISTING MILTRONICS FLOW METER HACH CL-17 EXISTING PANELBOARD B TSP-2 C10 TSP-1 CONTROLS M P2 ACCESS CONTROL UNIT OIT BISULFITE METERING PUMP #2 P2 3/4" C, 3#10, 1#12G 1" C, W/FIBER ULS LE 2 P3 GATE OPERATOR TSP-2 LE C10 1" C, W/ MFGR'S CABLES MFR'S CABLE VALVE ACTUATOR VA-2 GATE ACCESS PEDESTAL M SOUTH VALVE VAULT WET WELL C10 FROM MAIN DISTRIBUTION SWITCHBOARD "A" CAT6 TSP-4 EXISTING EXISTING RECYCLE WATER CONTROL PANEL GOLF COURSE PUMP PANEL EXISTING RTU R EXISTING RECYCLE WATER PUMP CONTROL PANEL EXISTING 1" C, 3#10, 1#10 G EXISTING VALVE ACTUATOR VA-1 VALVE ACTUATOR VA-2 FIT-1 FIT-2 FIT-3 FIT 1 FIT 2 FIT 3 GOLF COURSE VINEYARDS 1"C W/ANTENNA CABLE EXISTING C, 3#6, 1 #10 G TRUCK FILL SUMBPMP-1 VFD EXISTING C, 3#6, 1 #10 G 40 HP MWTS MWTS RW PUMP 1 3/4" C, 2#10, 1#12G 40 HP RW PUMP 2 RADIO ANTENNA 2" C, W/ MFGR'S CABLES 2" C, W/ MFGR'S CABLES 3/4" C, 3#12, 1#12 G 1 HP C6 CHLORINE SAMPLE PUMP C6 TSP-1 C2 P2 TRUCK FILL STATION FE 1 MAG METER FE 2 MAG METER STAINLESS STEEL GROUNDING RINGS WITH STRAPS (TYP) FE FE 3 AIT AE 1 STAINLESS STEEL GROUNDING RINGS WITH STRAPS (TYP) FE 7.5 HP HACH CL-17 MAG METER LSL 1 SUBPMP-1 EMERGENCY PUMP OFF MOUNTED PER AE CL STAINLESS STEEL GROUNDING RINGS WITH STRAPS (TYP) FE 1 E-505 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 - 2:32 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 E-200.dwg MTC Designer JF Client Project Design Check Drafting 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 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 E-200 Sht 34 of 50
- 34. 30 AMP L1 VFD 480VAC 3ɸ 7.5 HP L2 MWTS SEAL 24" MIN. L3 R1A R1 VFD RUN R1B R2A R2 VFD FAIL ENCLOSURE AIR CONDITIONER R2B COMMUNICATIONS PORT CPT 480VACPRIM./ 120VAC SEC TAG: "GOLF COURSE PUMP 01" VFD FAIL TO RTU R (STATUS-FAIL) LCD VFD CONTROLLER LCD VFD CONTROLLER FIT-1 1 LSL-1 CRA-1 CRLSL-1 FROM RTU R (LOW LEVEL INTERLOCK) A STOP START xoo oox CRP1-1 (CONTROL-AUTO) oox RESET A ANALOG INPUT 4-20mA (CONTROL-SPEED) TO RTU (STATUS-AUTO) A (CONTROL-HAND) S S-1 MWTS R 40" MIN. H RUN SEAL FAIL 120 VAC O 4-20mA INPUT LC-150 CONTROLLER (CONTROL-SPEED) STOP START FIT-2 HAND LOCAL-OFF AUTO VFD [R1] R R1B 'RUN' 1 RUN R1A M1-1 TO RTU R (STATUS-RUN) M1 ENDRESS +HAUSER WALL MOUNT METER (TYP) TAG: "CHLORINE SAMPLE PUMP" INSTALL SLAB, UNISTRUT, AND CABINET AS SHOWN SEAL FAIL MDR RUN CONNECT TO SEAL FAIL LEADS MDR-1 CR MST 1 CRMST-1 A R GOLF COURSE PUMP 01 PANEL LOCATION ALARM A FIT-3 HAND OFF SCALE : NTS 'SEAL FAIL' 1 CR TSH NC CRTSH-1 30A MCP OL L1 TR TSH MWTS M-1 GOLF COURSE PUMP PANEL INNER DOOR LAYOUT 1 HP 120VAC 1Ø NTS CLPMP L2 TRTSH-1 A CR A RESET CRMST-2 'MWTS' 'RESET' 1 COMMON ALARM SHUTDOWN TRTSH-2 1 CRA-2 TO RTU R (ALARM-SHUTDOWN) CRPL-2 OL CRA-1 MFGR'S CABLE (TYP) FIT 1 M-3 TO RTU R (STATUS-RUN) M-2 DRAWING NOTES: 1 DEVICE/COMPONENT IS LOCATED IN FIELD. REFER TO APPROPRIATE PLAN FOR LOCATION. FIT 2 'RUN' R 'RESET' CRA1-1 CRA1-2 TO RTU R (OVERLOAD ALARM) SYSTEM COMPONENTS: REFER TO SPECIFICATIONS FOR ADDITIONAL CONTROL COMPONENTS AND ACCESSORIES REQUIRED FOR EACH PANEL. FIT 3 1 PROVIDE A SINGLE AIR CONDITIONER UNIT SIZED FOR PUMP CONTROL PANEL HEAT REQUIREMENTS. GOLF COURSE PUMP PANEL 01 'OVERLOAD ALARM' A PROVIDE GROUND FAULT EQUIPMENT PROTECTOR RATED BREAKER (GFEP). OL PROVIDE AND INSTALL CONCRETE SLAB TO SUPPORT NEW PANEL AS SHOWN. SLAB SHALL BE MAXIMUM 6'-0” WIDE BY 6'-0” LONG, AND SHALL HAVE A DEPTH OF 8”. SLAB SHALL BE REINFORCED WITH #4 STEEL BARS AT 12” O.C. EACH WAY, PLACED CENTRALLY IN SLAB. SLAB TO BE EMBEDDED 6” INTO EXISTING GRADE. REFER TO SHEET S-100 FOR FURTHER NOTES RELATED TO CONCRETE AND STEEL DETAILING CHLORINE SAMPLE PUMP ELEMENTARY NTS TYP CLPMP 1 CLPMP 2 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 27 November 2013 - 2:34 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 E-300.dwg MC Designer JF Client Project Drafting 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 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 E-300 Sht 35 of 50
- 35. H H N 120VAC, 1Ø (CONTROLPOWER CIRCUIT NO.1) N 120VAC, 1Ø (CONTINUED THIS SHEET) DOOR ACTIVATED LIGHT SWITCH (SPRING RETURN CLOSE) 15A CB "AUX POWER ON" W 1 1 OFF 5A CB FLUORESCENT LIGHT F ON TSTAT 4 H N 24VDC PS PRIMARY 1 POWER + SUPPLY POWER PR RELAY DC2 NEMA 20R GFCI RECEPTACLE PR DC1 PRDC2-1 TO PCSxx (ALARM-FAILURE) POWER RELAY PRDC1-2 PRDC1-3 20A CB PRDC1-1 N 120VAC, 1PH (CONTROL POWER CIRCUIT NO.2) VISOR AIR CONDITIONER UNIT AC 5A CB H H N 24VDC PS SECONDARY 2 POWER + SUPPLY PRDC1-5 TO PCSxx (ALARM-FAILURE) REINFORCED CONTINUOUS HINGE PRDC1-4 5A CB 3-POINT LOCKABLE LATCH OIT TVSS "PLC POWER ON" 1 PR POWER AC RELAY PRAC-1 TO MASTER RTU (ALARM-FAILURE) NEMA 20R "UPS RECEPTACLE" 7 CIRCUIT TYP FOR : RING MANAGEMENT INDUSTRIAL ETHERNET SWITCHES · INDUSTRIAL ETHERNET MEDIA CONVERTERS · INDUSTRIAL REMOTE ACCESS ETHERNET MODEMS · WIRELESS ETHERNET RADIOS · INDUSTRIAL ETHERNET SWITCH W 1 SIDE MOUNTED AIR CONDITIONING UNIT + 3 FIBER ETHERNET RJ-45 ETHERNET 60"± UPS PULLBOX (INSTRUMENTATION CKTS) SEE NOTE 1 NOTES: 5 11 H I/O RACK 2 CB SURGE PROTECTION TERMINAL BLOCK (TYP) PLC & I/O RACKS AS NOTED ON PCS CABINET SCHEDULE 6 4-WIRE TRANSMITTER HN CPU ENET I/O I/O I/O I/O I/O I/O I/O I/O PS PS HN 8 AI + I/O RACK ZS-xxxx CIRCUIT TYPICAL FOR : FIT-1 FIT-2 FIT-3 AIT-1 AIT-2 EXTERNAL POWER SUPPLY HN FIT 10 + - FLOOR ELEVATION 1 INSTRUMENTATION LOOP H DI I/O RACK DOOR SWITCHES: REFER TO CONDUIT RISER DIAGRAMS FOR QTY CKT TYPICAL FOR : GP-LSL-1 DRAWING NOTES: 8 INTRINSICALLY SAFE CIRCUITS: PROVIDE INTRINSICALLY SAFE BARRIERS (I.S.B.) AS REQUIRED. INTRINSICALLY SAFE CIRCUITS SHALL BE KEPT PHYSICALLY SEPARATED FROM NON-INTRINSICALLY SAFE CIRCUITS. MOVE I.S.B. AS FAR AS POSSIBLE INTO THE FIELD (NON-CLASSIFIED LOCATION) TO AVOID HAVING SEPARATE CONDUITS FOR INTRINSICALLY SAFE CIRCUITS IN DUCT BANKS. 9 CONTRACTOR SHALL WIRE N.O. CONTACT FOR LOW LEVEL SIGNALS AND N.C. CONTACT FOR HIGH LEVEL SIGNALS. RING MANAGEMENT INDUSTRIAL ETHERNET SWITCH: PROVIDE SWITCHES WHERE SHOWN ON THE "PROCESS CONTROL SYSTEM SCHEMATIC DIAGRAM". USE THE SAME 24VDC POWER SUPPLY FOR ALL NETWORK DEVICES THAT REQUIRE 24VDC POWER. 10 CONTRACTOR SHALL PROVIDE SURGE PROTECTION TERMINALS BLOCK FOR INSTRUMENTS LOCATED OUTSIDE BUILDINGS. SURGE PROTECTION DEVICES WITHIN INTRINSICALLY SAFE CIRCUITS SHALL BE SUITABLE FOR SUCH. 4 POWER SUPPLY CIRCUIT(S): PROVIDE REDUNDANT POWER SUPPLY CIRCUIT AND WIRING AS SHOWN FOR THE INSTRUMENT LOOPS. ALTERNATIVELY A REDUNDANCY POWER MODULE SHALL BE ALLOWED. 11 TYPICALLY THE N.O. CONTACT SHALL BE WIRED TO THE TERMINALS. IN SOME CASES (E.G. INTERLOCKING SIGNALS) THE N.C. CONTACT SHALL BE WIRED TO THE TERMINALS. 5 DISCRETE OUTPUT RELAY: PROVIDE RELAY AND TERMINATIONS FOR EACH DISCRETE OUTPUT POINT INCLUDING SPARES. 6 10 PLC RACK(S): THE PROCESS CONTROL SYSTEM SHOWN IN THE CONTRACT DRAWINGS IS BASED ON GENERAL ELECTRIC'S RX3i PLATFORM. REFER TO SPECIFICATIONS FOR PLC, COMMUNICATIONS NETWORK AND INDIVIDUAL MODULE REQUIREMENTS. REFER TO THE I/O DATA TABLES IN THE SPECIFICATIONS (SECTION 17101) FOR NUMBER OF MODULES REQUIRED. PLC I/O WIRING: I/O MODULES SHALL BE INDIVIDUALLY FUSED. 3 9 INDUSTRIAL PC: MOUNT INDUSTRIAL PC 60"± FROM FINISHED FLOOR/GRADE. PROVIDE WHERE SHOWN ON THE 'PROCESS CONTROL SYSTEM SCHEMATIC.' UPS: PROVIDE SHELF/BRACKET INSIDE CABINET TO MOUNT UPS. UPS LOCATION SHALL BE COORDINATED WITH CONDUIT STUB UP AREA TO FACILITATE ROUTING OF CIRCUITS INSIDE CABINET. REFER TO SPECIFICATIONS FOR UPS REQUIREMENTS. UPS LOAD SIDE WIRING SHALL INCLUDE PROVISIONS FOR CONTROL RELAYS TO SWITCH FROM THE UPS POWER SUPPLY TO LINE POWER UPON A UPS FAULT/FAILURE CONDITION 1 FLOAT SWITCH CRX-1 H DI 2 CR X I/O RACK (CONTINUED THIS SHEET) RTU CABINET - ELEMENTARY DIAGRAM 7 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 1/7/14 100% SUBMITTAL 5/24/13 Plot Date: Note: * indicates signatures on original issue of drawing or last revision of drawing 27 November 2013 - 2:35 PM SCALE : NTS FOR PLC I/O CKTs INSTRUMENT CIRCUIT Revision RTU CABINET ZS-xxxx FIELD WIRE SWITCHES IN SERIES No PULL BOXES: PROVIDE PULL BOXES TO FACILITATE CIRCUIT AND CONDUIT CONNECTIONS TO THE RTU CABINETS. PULL BOXES SHALL BE WALL OR CEILING MOUNTED AND STAGGERED TO PERMIT CONDUIT PENETRATIONS FROM MULTIPLE DIRECTIONS. PROVIDE 3" CONDUITS BETWEEN EACH PULL BOX AND THE CABINET AS SHOWN. 24VDC POWER SUPPLY HMI: INDUSTRIAL FLATPANEL PC PLUG INTO UPS PULLBOX (POWER/ CONTROL CKTS) SEE NOTE 1 S S - PLC I/O & COMMUNICATION RACKS CB 1. TYP DISCRETE OUTPUT RELAY CR X N DO 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 E-400.dwg MTC Designer JF Client Project Drafting 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 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 E-400 Sht 36 of 50
- 36. REMOVE AND REPLACESAMPLING PUMP WITH EBARA JEU80610T1C. PROVIDE 3/4" RGS AND FLEX CONDUIT TO EXISTING SAMPLE PUMP BREAKER IN RECLAIMED WATER CONTROL PANEL REMOVE STARTERS FOR AIR BLOWERS 1 AND 2. CONDUIT CAN BE REUSED FOR CONNECTION TO VALVE VAULT AS NEEDED. CONTRACTOR TO REMOVE UNUSED CONDUIT DISCONNECTS TO REMAIN SAMPLING PUMP STATION 1 RELABEL BREAKERS MARKED "AIR BLOWER #1, AIR BLOWER #2" AND REUSE BREAKERS FOR MOV'S AS SHOWN ON E-200 SCALE : NTS REMOVE AND REPLACE HACH CL17 CHLORINE ANALYZER. PROVIDE 3/4" RGS AND FLEX CONDUIT CONNECTION TO EXISTING RECLAIMED WATER CONTROL PANEL AND RTU R AS SHOWN ON E-200 2 CHLORINE ANALYZER SCALE : NTS 3 EXISTING SWBD B 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 27 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 E-501.dwg 4 SD Designer WZ AIR BLOWER EQUIPMENT MODIFICATION SCALE : NTS Client Project Drafting 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 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 E-501 Sht 37 of 50
- 37. REMOVE PANEL CONTROL INDICATORSAND PILOT DEVICES AS DIRECTED BY OWNER REMAINING PROCESS INDICATOR SIGNAL BOARD AND LEGEND, PROTECT IN PLACE 1 REMOVE INTERIOR PANEL CONTROL INDICATORS AND PILOT DEVICES INSTALL RTU AS SHOWN ON SHEET E400 INSTALL BLANK PANELS TO MAINTAIN PANEL RATING CONTROL ROOM PANEL MODIFICATIONS SCALE : NTS 2 CONTROL ROOM PANEL MODIFICATIONS 3 SCALE : NTS CONTROL ROOM CABINET MODIFICATIONS SCALE : NTS REMOVE BUBBLER PANEL, PROVIDE PANEL MODIFICATIONS FOR FEED TO SUBMERSIBLE PUMP CONTROL PANEL PROVIDE BREAKER FOR CHLORINE SAMPLE PUMP IF SPARE NOT AVAILABLE 4 RECLAIMED WATER CONTROL PANEL MODIFICATIONS 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 27 November 2013 - 2:42 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 E-502.dwg MTC Designer WZ Client Project Drafting 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 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 E-502 Sht 38 of 50
- 38. CONDUITS FROM UTILITY BUILDING REMOVEPANELS FOR PNEUMATIC CONTROLS CONDUIT TO ULS IN TRICKLING FILTER WET WELL REMOVE PNEUMATIC CONTROL PANELS AS PER 2 REMOVE EXISTING PNUEMATIC ACTUATOR & TUBING. INSTALL NEW ELECTRIC ACTUATOR AND VALVE STEM EXTENSION REMOVE UNISTRUT SUPPORTS TRICKLING FILTER VAULT INSIDE WALL RUN CONDUITS (3) FROM UTILITY BUILDING SOUTH WALL TO TRICKLING FILTER VALVE VAULT AREA. CONNECT CONDUITS TO JUNCTION BOXES (3) AS PER INSTALL NEMA 4X JUNCTION BOXES (3) AND CONDUIT. CONNECT TO WET WELL WITH PENETRATION PER 3 3 E-505 REMOVE TUBING, SUPPORTS, AND PNEUMATIC CONTROLS UTILITY BUILDING SOUTH WALL CONDUIT LOCATION FOR VALVE ACTUATOR 1 2 SCALE : NTS PNEUMATIC CONTROL REMOVAL LOCATION (SOUTH SIDE PUMPS) 3 SCALE : NTS TRICKLING FILTER VALVE VAULT (SOUTH SIDE) SCALE : NTS 4" PVC EXISTING WALL SPLIT BETWEEN WET WELL AND VALVE VAULT SECURE WITH UNISTRUT MOUNTED STRAPS PER DTL E-505 CONNECT TO WET WELL WITH PENETRATION PER CONNECTION J-BOX PER 5 3" PVC WITH VENT HOLES 3 E-505 3 DONT GLUE 4" PVC FITTING TO EXISTING STILLING WELL NEW CONDUIT TO JUNCTION BOXES IN VALVE VAULT MOUNT NEW ULTRASONIC SENSOR (ABM 300 SERIES) ATOP PERFORATED 4" Ø PVC STILLING WELL PER DTL 5 E-505 4 ULTRASONIC SENSOR WET WELL MOUNTING (SOUTH PUMPS) 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 27 November 2013 - 2:39 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 E-503.dwg MTC Designer JF Client Project Drafting 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 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 E-503 Sht 39 of 50
- 39. CONDUIT TO SENSOR INVALVE VAULT AREA SEE DTL 4 RUN CONDUITS (3) FROM UTILITY BUILDING NORTH WALL TO BUTTERFLY VALVE VAULT AREA. CONNECT CONDUITS TO JUNCTION BOXES (3) AS PER - REMOVE PANELS FOR PNEUMATIC CONTROLS 3 E-504 HAND DIG NEAR EXISTING PIPING REMOVE EXISTING PNUEMATIC ACTUATOR & TUBING. INSTALL NEW ELECTRIC ACTUATOR AND VALVE STEM EXTENSION REMOVE PORTS FOR PNEUMATIC CONTROLS ULTRASONIC SENSOR PER DETAIL INSTALL JUNCTION BOXES (3) AND RSC CONDUIT. CONNECT TO WET WELL WITH PENETRATION PER 3 4 E-504 E-505 INSTALL JUNCTION BOXES (3) AND RSC CONDUIT. CONNECT TO WET WELL WITH PENETRATION PER 3 TRICKLING FILTER VAULT INSIDE WALL UTILITY BUILDING NORTH WALL CONDUIT LOCATION FOR VALVE ACTUATOR 1 SCALE : NTS E-505 CONDUITS FROM UTILITY BUILDING 2 ULTRASONIC TRANSDUCER CONNECTION LOCATION (NORTH SIDE PUMPS) 3 SCALE : NTS TRICKLING FILTER VALVE VAULT (NORTH SIDE) SCALE : NTS NORTH SIDE 3/4" RGS CONDUITS (3) TO NEW JUNCTION BOXES INSIDE BUTTERFLY VALVE VAULT PER DETAIL 2 CONNECTION J-BOX PER 3 SECURE WITH UNISTRUT MOUNTED STRAPS PER DTL - 5 E-505 EXISTING WALL SPLIT BETWEEN WET WELL AND VALVE VAULT CONNECT TO WET WELL WITH PENETRATION PER RUN CONDUITS (2) FROM UTILITY BUILDING NORTH WALLTO RTU U PER SHEET E-400 MOUNTED PER 3 DON'T GLUE 4" PVC FITTING TO STILLING WELL E-505 MOUNT NEW ULTRASONIC SENSOR (ABM 300 SERIES) ATOP PERFORATED 4" Ø PVC STILLING WELL PER DTL 1 E-506 NEW CONDUIT TO JUNCTION BOXES IN VALVE VAULT 5 E-505 4 ULTRASONIC SENSOR WET WELL MOUNTING (NORTH PUMPS) 5 SCALE : NTS UTILITY BUILDING NORTH WALL CONDUIT LOCATION FOR VALVE ACTUATOR 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 27 November 2013 - 2:45 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 E-504.dwg MTC Designer JF Client Project Drafting 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 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 E-504 Sht 40 of 50
- 40. P2 TSP-1 120VAC, 1Ø POWER SUPPLY 4-20mA FLOWSIGNAL PROVIDE 316SS HARDWARE (TYP) WET WELL WALL 1-5/8 SS ELECTRICAL CHANNEL 3/16" STAINLESS STEEL CHAIN SEAL ANNULAR SPACE WITH MODULAR RUBBER SEAL 12" ELECTRODE CABLE (SEE NOTE 1) WALL BRACKET OR EMR COIL CABLE (SEE NOTE 1) TYRAP (TYP) CONDUIT WITH BUSHING: REFER TO "ELECTRICAL CONDUIT ENTRY INTO WET WELL DETAIL" MAGNETIC FLOW TUBE ELEMENT (FE) WEIGHT (TYP) INSULATING CONDUIT BUSHING ROCK FREE NATIVE BACKFILL, 95% COMPACTION WARNING TAPE 12" CABLE BY FLOAT MANUFACTURER FINISH GRADE 25" TO GRADE (MIN) ACCESS HATCH PATCH AND RESTORE SUB-BASE AND SURFACE TO MATCH EXISTING WHERE SURROUNDING CONDITIONS ARE TO REMAIN REMOTE MOUNTED FLOW INDICATING TRANSMITTER (FIT) CONDUIT REDUCER (TYP) LIQUID-TIGHT, FLEXIBLE, METALLIC CONDUIT (TYP) L P 1" UNDERGROUND PVC COATED GALVANIZED STEEL CONDUIT MEMBRANE WATERPROOFING P = POWER L = LOW VOLTAGE SIGNAL AND COMMUNICATIONS 6" MIN WET WELL WALL FLOAT SWITCH (TYP) 24" MIN PROVIDE GROUNDING STRAPS, RINGS AND GROUND CONDUCTOR AS REQUIRED BY THE FLOWMETER MANUFACTURER DETAIL NOTES: WEIGHT 1. 2. 1 L 2" 2" MAX L NOTES: 1. FOR REFERENCE ONLY.SEE PLANS FOR CONDUIT REQUIREMENTS. 2. EXPAND TRENCH WIDTH AND DEPTH AS NECESSARY TO MAINTAIN SEPARATION AS INDICATED. ROUTE COIL CABLE AND ELECTRODE CABLES IN SEPARATE CONDUITS AS REQUIRED BY THE FLOWMETER MANUFACTURER. FLOW TUBE SHALL BE SUBMERGENCE RATED FOR A CLASS 1, DIVISION 2 HAZARDOUS ENVIRONMENT. FLOAT SWITCH MOUNTING DETAIL 2 SCALE : NTS MAGNETIC FLOWMETER W/REMOTE TRANSMITTER DETAIL 3 SCALE : NTS ELECTRICAL CONDUIT ENTRY INTO WET WELL DETAIL 4 SCALE : NTS TYPICAL CONDUIT TRENCH DETAIL SCALE : NTS WALL THICKNESS 3.00" 2.00" BUTTERFLY VALVE VAULT SILICONE OR ACRYLIC CAULK LOCATE SENSOR BETWEEN PIPING 1.00" INTERIOR OR ACCESSIBLE WALL REFER TO CONDUIT PENETRATION DETAILS (THIS SHEET) CORE DRILL 0.50" 2.88" LB FITTING MOUNTING HOLES .16" DIAMETER 1" CORE DRILL W/ 1/2" PVC CONDUIT ENTRY PER WELL LID ABM 300 ULTRASONIC SENSOR WELL VAULT FILL VOID WITH NON-SHRINK GROUT PULL FITTING 3 FILL BOTTOM OF BLOCK JUNCTION BOXES (3) EXPANSION/DEFLECTION FITTING DETAIL PIPING TO VALVE ACTUATOR CONTROL PERFORATE LAST 2' OF PVC TUBE. END TUBE 1' FROM BOTTOM OF WET WELL BUILDING INTERIOR 0.44" STAIN CONCRETE PORTION w/RED IRON OXIDE DUST NTS GENERAL NOTES FINISHED GRADE 2. S.S. MOUNTING STRAP (TYP) ON UNISTRUT WET WELL TRANSMITTER MOUNTING DETAIL 6 SCALE : NTS SCALE : NTS 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 - 2:46 PM Plotted by: Ben Langston Drawn Job Project Manager Director Cad File No: PROVIDE SENTROL 2500 SERIES MAGNETIC CONTACT INTRUSION SWITCHES WITH ARMORED CABLE. 7 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 ALL MOUNTING EQUIPMENT AND HARDWARE SHALL BE STAINLESS STEEL. TYPICAL BELOW GRADE TO ABOVE GRADE CONDUIT DETAIL Reuse of Documents FINAL TOWN REVIEW NFC THE EXACT LOCATION OF ALL EQUIPMENT SHALL BE VERIFIED IN THE FIELD WITH THE OWNER PRIOR TO ROUGH-IN. 3. 5 1. Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 E-505.dwg MTC Designer JF INTRUSION SWITCH SCALE : NTS Client Project Drafting 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 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 E-505 Sht 41 of 50
- 41. CONCRETE WALL 13/32" DEPTHx 13/16" WIDE CHANNEL STRUT: UNISTRUT P7000 OR EQUAL (TYP OF 2) INSTALL RTU CABINET FINAL LOCATION TO BE DIRECTED BY OWNER 13/16"x1-5/8" ELECTRICAL CHANNEL (UNI-STRUT) (SEE NOTE 1) 5/8"Ø STAINLESS STEEL BOLTS (TYP) 5" MIN 3"x3"x3/8" ALUMINUM ANGLE 1/2" (MIN) 3/8"Ø STAINLESS STEEL BOLT, NUT & WASHER (TYP) 3/8"Ø STAINLESS STEEL EPOXY COATED ANCHOR BOLT - SIZED LARGER BASED ON SUPPORTED LOAD. REFER TO STRUCTURAL SPECIFICATIONS FOR ADDITIONAL INFORMATION (TYP) 1 CONDUITS TO SCADA ANTENNA AND POND LEVEL SENSOR INSTALL POWER CONDUIT FROM BREAKER BOX (2 SPARE SLOTS). UTILIZE EXISTING 120V 15A OR 20A BREAKER. PROVIDE NEW BREAKER IF NO SPARE AVAILABLE. INSTALL RTU CABINET FINAL LOCATION TO BE DIRECTED BY OWNER ATTACH GROUND CABLE TO STAINLESS STEEL THREADED ROD CONCRETE EQUIPMENT PAD 3/8" SPRING NUT (TYP) INSTALL WOOD PANEL TO MATCH EXISTING - 10" MIN 1-5/8" (MIN) INSTALL EQUIPMENT RACK PER DTL 2" MIN EQUIPMENT ENCLOSURE WITH EXTERNAL MOUNTING FEET (SIMILAR MOUNTING FOR ENCLOSURES WITH INTERNAL MOUNTING HOLES INSTALL POWER CONDUIT FROM BREAKER BOX (2 SPARE SLOTS). UTILIZE EXISTING 120V 15A OR 20A BREAKER. PROVIDE NEW BREAKER IF NO SPARE AVAILABLE. WALL MOUNT CONDUITS TO SCADA ANTENNA AND POND LEVEL SENSOR SIDE MOUNTED ON EQUIPMENT PAD 2 1/4" THICK ALUMINUM PLATE: SIZE AS REQUIRED (SEE NOTE 2,3) CLOS DU VAL SCADA PANEL LOCATION AND MOUNTING DETAIL BERINGER SCADA PANEL LOCATION AND MOUNTING DETAIL 3 SCALE : NTS SCALE : NTS 4'-6" MIN 6'-6" MAX 3"x3"x3/8" ALUMINUM ANGLE WELD ALL AROUND 5/8"Ø THREADED, STAINLESS STEEL ROD (TYP OF 4) 3/8" THICK X 7" SQUARE ALUMINUM PLATE 1" (TYP) EXISTING POWER BREAKER BOX UTILIZE EXISTING 120V 15A OR 20A BREAKER. PROVIDE NEW BREAKER IS NO SPARE AVAILABLE 1/8" THICK RIGID NEOPRENE OR FORMICA 5/8"Ø NUT (TYP) 1" NON-SHRINK GROUT INSTALL RTU CABINET FINAL LOCATION TO BE DIRECTED BY OWNER INSTALL EQUIPMENT RACK PER DTL 1 - 6" EMBEDMENT 3"X3"X3/8" ALUMINUM ANGLE POST (SEE NOTE 1) CONCRETE SLAB FREE STANDING NOTES: 1. PROVIDE TWO SUPPORTS FOR ENCLOSURES/EQUIPMENT WIDER THAN 8". INSTALL POWER CONDUIT FROM BREAKER BOX TO SCADA PANEL 2. ALUMINUM MOUNTING PLATES SHALL BE 2" GREATER ON EACH SIDE THAN DIMENSION OF THE ENCLOSURE(S)/EQUIPMENT. ROUND ALL CORNERS AND EDGES. CONDUITS TO SCADA ANTENNA AND POND LEVEL SENSOR 3. ANCHOR ALUMINUM PLATE TO ANGLE POST WITH 3/8"Ø STAINLESS STEEL FASTENERS. 1 EQUIPMENT MOUNTING RACK STAG'S LEAP SCADA PANEL LOCATION AND MOUNTING DETAIL SCALE : NTS 5 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 - 2:47 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 E-506.dwg MTC Designer WZ SCALE : NTS Client Project Drafting 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 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 E-506 Sht 42 of 50
- 42. INSTALL RTU CABINETINSIDE PUMP ROOM AS SHOWN. FINAL LOCATION TO BE DIRECTED BY OWNER INSTALL RTU CABINET INSIDE PUMP ROOM AS SHOWN IN DETAIL 4. FINAL LOCATION TO BE DIRECTED BY OWNER EXISTING POWER BREAKER BOX. UTILIZE EXISTING 120V 15A OR 20A BREAKER. PROVIDE NEW BREAKER IF NO SPARE AVAILABLE 4 E-507 INSTALL RTU, SOLAR PANEL, CABINET, ANTENNA AND POLE PER DTLS 1 3 I-102 I-102 RUN BURIED CONDUIT ALONG OUTSIDE BACKWALL ENTER THRU WALL PENETRATION POND LEVEL MONITOR PER DTL 2 C-502 INSTALL BURIED SIGNAL CONDUIT FROM MONITOR TO SCADA 2 CONDUITS TO SCADA ANTENNA, POND LEVEL SENSOR ,AND POWER BREAKER PANEL INSTALL BURIED POWER CONDUIT FROM BREAKER BOX TO SCADA PANEL MONDAVI SCADA PANEL ASSEMBLY CHIMNEY ROCK POWER CONDUIT TO PANEL 3 SCALE : NTS CHIMNEY ROCK SCADA PANEL PUMP ROOM LOCATION 4 SCALE : NTS INSTALL CONDUIT FROM BREAKER PANEL B TO JUNCTION BOX ON OUTSIDE WALL SCALE : NTS INSTALL CONDUIT FROM BREAKER PANEL B TO JUNCTION BOX ON OUTSIDE WALL INSTALL CONDUIT FROM JUNCTION BOX ON OUTSIDE WALL TO GATE OPERATOR PROVIDE AND INSTALL 2 POLE, SINGLE PHASE, 208V, 20A BREAKER 6 PANEL B POWER TO MOTORIZED GATE 7 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 27 November 2013 - 2:49 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 E-507.dwg MTC Designer WZ PANEL B POWER TO MOTORIZED GATE SCALE : NTS Client Project Drafting 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 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 E-507 Sht 43 of 50
- 43. MOUNT UNISTRUT AS NEEDED BURYCONDUIT ACROSS LANDSCAPED AREAS. CONTRACTOR TO REPLACE DAMAGED IRRIGATION LINES. RESTORE LANDSCAPING TO ORIGINAL CONDITION BURY CONDUIT ACROSS LANDSCAPED AREAS. CONTRACTOR TO REPLACE DAMAGED IRRIGATION LINES. RESTORE LANDSCAPING TO ORIGINAL CONDITION BURY CONDUIT ACROSS LANDSCAPED AREAS. CONTRACTOR TO REPLACE DAMAGED IRRIGATION LINES. RESTORE LANDSCAPING TO ORIGINAL CONDITION INSTALL CONDUIT AT GRADE NEAR TREE ATTACH CONDUIT TO FENCE POLES AS NECESSARY STUB UP CONDUIT FOR FUTURE CONNECTION BY SECURITY CONTRACTOR INSTALL CONDUIT TO GATE OPERATOR MOTOR UNIT INSTALL CONDUIT FROM JUNCTION BOX ON OUTSIDE WALL TO GATE OPERATOR INSTALL CONDUIT BEHIND AC CONDENSER UNIT 1 PANEL B POWER TO MOTORIZED GATE 2 SCALE : NTS PANEL B POWER TO MOTORIZED GATE 3 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 27 November 2013 - 2:50 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 E-508.dwg MTC Designer WZ CONTROL BUILDING TO MOTORIZED GATE SCALE : NTS Client Project Drafting 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 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 E-508 Sht 44 of 50
- 44. 350 WATT (STC) PHOTOVOLTAICARRAY 2 BATTERY / CHARGER ENCLOSURE 3 CONTROL ENCLOSURE BACKPANEL MOUNTED DEVICES (TYP) #12AWG 5 CHARGE CONTROLLER TVSS DC (-) #12AWG (+) 10A 10A 15A 24V 212AH BATTERY BANK 6 15A 10A 10A 1P 2A 1P 1A 1P 2A 1P 2A SPARE #12AWG (TYPICAL) COMBINER BOX TO PLC/HMI 1 #2AWG #12AWG TO RADIO #12AWG (1)3/4"C, (3)#10AWG TO CABINET LIGHT / FAN 4 KEYNOTES 1. 2. 3. 4. 5. 6. COMBINER BOX SHALL BE MINIMUM 8" x 8" x 4" NEMA 4X ENCLOSURE WITH BACKPANEL, TERMINAL BLOCKS AND GROUNDING BUS. ENCLOSURE SHALL BE MINIMUM 30" x 30" x 12" NEMA 3R SS ENCLOSURE WITH BACKPANEL, 3 POINT PADLOCKABLE HANDLE AND NEMA 3R LISTED VENTILATION LOUVERS WITH FILTERS. ENCLOSURE SHALL BE MINIMUM 36" x 30" x 12" NEMA 3R SS ENCLOSURE, 3 POINT PADLOCKABLE HANDLE, NEMA 3R LISTED VENTILATION LOUVERS WITH FILTERS AND THERMOSTATICALLY CONTROLLED ENCLOSURE FAN. PROVIDE INNER SWING-OUT DEAD FRONT DOOR FOR MOUNTING HMI. 3/4" x 10' COPPER CLAD GROUND ROD WITH HAND HOLE AND EXOTHERMIC CONNECTIONS. PROVIDE #2 AWG GROUND CONNECTION. ATTACH ALUMINUM GROUNDING LUG TO PV MODULE FRAME PER MANUFACTURER REQUIREMENTS. MANUFACTURER CABLE WITH LATCHING MC4 CABLE CONNECTOR AND LOCKING SLEEVE. USE WEATHER PROOF GLAND FITTING WHERE TRANSITIONING TO COMBINER BOX. 1 BATTERY / CHARGER ENCLOSURE NOTES: 1. DIAGRAM IS PROVIDED TO INDICATE DESIGN INTENT ONLY. CONTRACTOR SHALL SIZE COMPONENTS BASED ON SYSTEM CONNECTED LOADS. 2. PROVIDE ALL CONNECTIONS, DEVICES AND COMPONENTS AS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. 3. MOUNT HMI ON INNER SWING-OUT DEAD FRONT PANEL. 15A ELECTRICAL RISER DIAGRAM + SCALE : NTS + - CHARGE CONTROLLER 10A 10A 10A + CONTROL ENCLOSURE + 24V 212AH - - + MODBUS 10A 1P LOCAL HMI 2A 1P 15A + GND TVSS DC PLC + GND 1A 1P RADIO 5A 1P PV ARRAY CABINET LIGHT GROUND ROD PANEL MOUNT THERMOSTAT (+) (-) COMBINER BOX PANEL MOUNT THERMOSTAT 5A EXHAUST FAN HEATER SPARE 2 Reuse of Documents 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 - 2:52 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 E-509.dwg SCALE : NTS 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 TYPICAL PV SCADA PANEL POWER REQUIREMENTS Designer Client Project Drafting 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 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 E-509 Sht 45 of 50
- 45. FLOW STREAM IDENTIFICATION INSTRUMENTATIONIDENTIFICATION INSTRUMENT SOCIETY OF AMERICA TABLE SUCCEEDING LETTERS FIRST LETTER(S) EXAMPLE SYMBOLS FIRST LETTER(S) HAND/MANUAL FUNCTION (SEE TABLE) A B SUCCEEDING LETTER(S) CONTROL PROCESS OR INITIATING VARIABLE ANALYSIS BURNER FLAME ALARM USERS CHOICE(*) DASHED LINE PLC INDICATION/CONTROL POINT NO LINE FIELD MOUNTED INSTRUMENT DOUBLE LINE MOTOR CONTROL CENTER MOUNTED INSTRUMENT CONDUCTIVITY DENSITY (S.G.) VOLTAGE DIFFERENTIAL FLOW RATE USERS CHOICE(*) HAND (MANUAL) DAMPER GLASS, GAUGE HIGH I CURRENT J POWER SCAN K L TIME OR SCHEDULE LEVEL RATE OF CHANGE M MOTION MOMENTARY N O LOOP/EQUIPMENT NUMBER USERS CHOICE(*) USERS CHOICE(*) INDICATE CONTROL STATION MIDDLE, INTERMEDIATE USERS CHOICE(*) ORIFICE SPEED OR FREQUENCY SAFETY TEMPERATURE MULTIVARIABLE(*) VIBRATION W WEIGHT OR FORCE VENT TO ATMOSPHERE DIAPHRAGM SEAL ANNULAR SEAL DRIP LEG AUTOMATIC DRAIN TRAP WELL X Y UNCLASSIFIED(*) EVENT, STATE OR PRESENSE UNCLASSIFIED(*) Z POSITION (*) HUMAN-MACHINE INTERFACE (HMI) FUNCTION USERS CHOICE(*) AIR GAP DRAIN INTEGRATE U V MOTOR CONTROL CENTER MOUNTED INSTRUMENT QUANTITY OR EVENT(*) RADIATION T PANEL MOUNTED INSTRUMENT PRESSURE (OR VACUUM) S REAR-OF-PANEL MOUNTED INSTRUMENT USERS CHOICE(*) SERVICE 3 WATER AIR HIGH-HIGH PRESSURE AIR HIGH PRESSURE BYPASS COOLING WATER RETURN COOLING WATER SUPPLY DRAIN FINAL EFFLUENT FLUSH FILTER EFFLUENT FILTER INFLUENT INJECTION WATER OVERFLOW PROCESS AIR POLY-ALUMINUM CHLORIDE SAMPLE SECONDARY EFFLUENT SAMPLE FINAL EFFLUENT SAMPLE SECONDARY EFFLUENT SODIUM HYPOCHLORITE SOLUTION SUMP PUMP DISCHARGE VENT POINT (TEST CONNECTION) P FIELD MOUNTED INSTRUMENT LOW LIGHT (PILOT) Q R PROCESS OR AREA NUMBER USERS CHOICE(*) RATIO F UNIT NUMBER OR LETTER (USED WHEN THERE ARE MULTIPLE UNITS WITH THE SAME WWXXY DESIGNATION) USERS CHOICE(*) MODIFIER PRIMARY ELEMENT G H THE TOTAL NUMBER OF UNITS PER SET (VARIES) OUTPUT FUNCTION CONTROL D E PANEL MOUNTED INSTRUMENT READOUT OR PASSIVE FUNCTION MODIFIER C SOLID LINE LEGEND 3W AHHP AHP BYP CLWR CLWS DR FE FL FLTE FLTI IW OF PA PAC SA SE SFE SSE SHS SPD V MISCELLANEOUS SYMBOLS WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS. RECORD OR PRINT SWITCH TRANSMIT MULTIFUNCTION(*) MULTIFUNCTION(*) VALVE MULTIFUNCTION(*) UNCLASSIFIED(*) RELAY OR COMPUTE(*) UNCLASSIFIED(*) OR DRIVE, ACTUATE OR UNCLASSIFIED FINAL CONTROL ELEMENT INTERLOCK, SEE CONTROL DIAGRAMS FLEXIBLE CONNECTION WATERLINE FLOW METER PROGRAMMABLE LOGIC CONTROLLER (PLC) FUNCTION 120V 120 VOLT, 60-HZ POWER ILLUMINATED "EVENT" LIGHT 480V, 3 PH ABBREVIATIONS SYMBOLS & LINE LEGEND PROCESS INTERFACE SIGNAL INTERFACE PROCESS LINE ANALOG SIGNAL DISCRETE SIGNAL X X X FILLED SYSTEM SIGNAL 03-C SCALED PULSE SIGNAL SP SIGNAL INTERFACE DIGITAL COMMUNICATION LINK C FROM LOOP 03 * INDICATES PART OF PACKAGED EXTERNAL INTERFACE EQUIPMENT. REFER TO ACK AFD AHU CS DC D.O. EF HMI HOA HVAC LCP LOR LR MA MCC MFR MPU NIC OC OCA OO OOA OOR OSC PF pH PLC PWR SS SSRVS TYP UPS VIB VALVE SYMBOLS ACKNOWLEDGE ADJUSTABLE FREQUENCY DRIVE AIR HANDLING UNIT CONSTANT SPEED DIRECT CURRENT DISSOLVED OXYGEN EXHAUST FAN HUMAN-MACHINE INTERFACE HAND-OFF-AUTO HEATING, VENTILATING AND AIR CONDITIONING LOCAL CONTROL PANEL LOCAL-OFF-REMOTE LOCAL-REMOTE MANUAL-AUTO MOTOR CONTROL CENTER MANUFACTURER MOTOR PROTECTION UNIT NOT IN CONTRACT OPEN-CLOSE (D) OPEN-CLOSE-AUTO ON-OFF ON-OFF-AUTO ON-OFF-REMOTE OPEN-STOP-CLOSE PULSE FREQUENCY HYDROGEN ION CONCENTRATION PROGRAMMABLE LOGIC CONTROLLER POWER START-STOP SOLID STATE REDUCED VOLTAGE STARTER TYPICAL UNINTERRUPTIBLE POWER SUPPLY VIBRATION SELF CONTAINED VALVE & EQUIPMENT TAG NUMBERS GATE ARV ASV AVRV CP E FCV G HYD LCP LCV M P PCV T TCV KNIFE GATE BUTTERFLY GLOBE BALL PLUG SEAT PORT ECCENTRIC PLUG PINCH NEEDLE = = = = = = = = = = = = = = = WYE STRAINER INTRINSICALLY SAFE RELAY AIR RELEASE VALVE ANTI-SYPHON VALVE AIR AND VACUUM RELEASE VALVE CONTROL PANEL INJECTOR FLOW CONTROL VALVE GATE HYDROPNEUMATIC LOCAL CONTROL PANEL LEVEL CONTROL VALVE MECHANICAL EQUIPMENT PUMP/PUMP CONTROLLER PRESSURE CONTROL VALVE TANK TEMPERATURE CONTROL VALVE MANUAL DRIP TRAP RUPTURE DISK SEAL WATER SET FLUSHING CONNECTION DIAPHRAGM HOSE ADAPTOR SWING CHECK BALL CHECK MULTI-PORT AIR SET PRESSURE RELEASE MIXER AIR AND/OR VACUUM RELEASE MOTOR REGULATED SIDE PRESSURE CONTROL EQUIPMENT SPECIFICATIONS = ULTRASONIC TRANSDUCER PRESSURE BYPASS (IN-LINE) DRAWING INTERFACE CONNECTING LINES 480 VOLT, 3-PHASE, 60-HZ POWER X____________________ 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 - 2:53 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 I-100.dwg Designer Client Project Drafting 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 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 I-100 Sht 46 of 50
- 46. TYPICAL RTU NAMING DRAWINGNOTES: 1 FIBER OPTIC LOOP FO-A: 8-FIBER CABLE. TERMINATE 6 FIBERS TO FIBER OPTIC PATCH PANELS. 2 FIBERS SHALL BE PROVIDED WITH CONNECTOR TIPS ONLY AND LABELED AS SPARES. PROVIDE 1" CONDUIT UNLESS OTHERWISE NOTED. 2 RTU 2 RTU 3 RTU 4 FIBER OPTIC CABLE FO-B: 2-FIBER PATCH CABLE. TERMINATE 2 FIBERS TO FIBER OPTIC PATCH PANEL. PROVIDE 1" CONDUIT UNLESS OTHERWISE NOTED. FIBER OPTIC PATCH PANEL (FOPP) ENCLOSURE: FOPP SHALL BE MOUNTED IN A NEMA 12 ENCLOSURE AS SPECIFIED. 3 4 FO-A (TYP) PROVIDE ADDITIONAL COILED CONDUCTOR LENGTH TO FACILITATE INTERCABINET ROUTING AND TERMINATION FOR FIELD NETWORK CONNECTIONS. FO-B HMI 'HMI-200' 'HMI-300' 'HMI-400' PLC 'PLC-200' 'PLC-300' 'PLC-400' SCADA SERVER AND WORKSTATION CONFIGURATION: FREQUENCY RADIO TRANSCEIVER 'RADIO-B2' 'RADIO-B3' 'RADIO-B4' 'SCADA-1' - SCADA INFORMATION SERVER - SCADA HISTORICAL DATABASE - RADIO INTERFACE - TELECOM MODEM INTERFACE - WAN/INTERNET INTERFACE - OPERATOR WORKSTATION 450 MHZ 450 MHZ 450 MHZ 1 2 1 2 3 4 5 6 1 1 2 3 4 5 6 2 3 4 5 6 1 1 2 3 4 5 6 2 3 4 5 6 1 1 2 3 4 5 6 2 3 4 5 6 1 2 3 4 5 6 OMNI DIRECTIONAL ANTENNA 3 C1 ETHERNET SWITCH B2 B3 4 B4 'HMI-200' 'HMI-300' 'HMI-400' ETHERNET SWITCH 'HMI-1200' 'HMI-100' ETHERNET SWITCH 'HMI-500' EXISTING 'PLC-100' MODBUS 'PLC-200' 'PLC-300' 'PLC-400' RADIO TRANSCEIVER 'RADIO-B1' 450 MHZ 'PLC-1200' ETHERNET 'PLC-500' MODBUS MODBUS 'PLC-1100' RADIO TRANSCEIVER 'RADIO-B0', 450 MHZ RADIO TRANSCIEVER 'RADIO-C0', 450 MHZ MODBUS 'SCADA-1' RTU U UTILITY ROOM C4 B0 B1 4 C2 C3 3 RTU 2 - BERINGER RTU 3 - HERRICK RANCH RTU 4 - MONDAVI EXISTING RTU R PUMP STATION MASTER RTU - CONTROL ROOM RTU 5 - CHIMNEY ROCK POND E1 C0 D0 E0 C0 'HMI-800' 'HMI-700' RADIO TRANSCEIVER 'RADIO-E0', 450 MHZ 'PLC-600' RADIO TRANSCEIVER 'RADIO-D1' 450 MHZ MODBUS 'PLC-700' RADIO TRANSCEIVER 'RADIO-C1' 450 MHZ MODBUS 'PLC-800' 'PLC-900' RADIO TRANSCEIVER 'RADIO-E1' 450 MHZ MODBUS MODBUS RADIO TRANSCIEVER 'RADIO-C2', 450 MHZ RTU 6 - CHIMNEY ROCK VALVE RTU 7 - CLOS DU VAL RTU 8 - STAGS LEAP POND 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 - 2:54 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 I-101.dwg RTU 9 - STAGS LEAP VALVE Designer Client Project Drafting 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 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 I-101 Sht 47 of 50
- 47. OMNI-DIRECTIONAL ANTENNA 4" PVCCOATED RGS SCHEDULE 40 PIPE WITH CAP 1/4" SS U-BOLT EQUIPMENT SUPPORT ASSEMBLY (TYP) OMNI-DIRECTIONAL ANTENNA OMNI-DIRECTIONAL ANTENNA (1)1"GRS, ANTENNA CABLE 4" RGS PVC COATED (BROWN) SCHEDULE 40 PIPE WITH CAP 180" (MIN) 4" RGS PVC COATED (BROWN) SCHEDULE 40 PIPE WITH CAP 1-5/8"SS SUPPORT STRUT WITH SS HARDWARE (TYP) PV ARRAY (1)1"GRS, ANTENNA CABLE (1)1"GRS, ANTENNA CABLE 1-5/8"SS EQUIPMENT SUPPORT STRUT WITH SS HARDWARE (TYP) 1-5/8"SS EQUIPMENT SUPPORT STRUT WITH SS HARDWARE (TYP) PV ARRAY SUPPORT 1" (MIN) FINISH GRADE MANUFACTURER CABLE CONDUIT TO CONTROL ENCLOSURE 1-5/8"SS EQUIPMENT SUPPORT STRUT WITH SS HARDWARE (TYP) COMBINER BOX 3/4" GRS, (2)#12AWG, (1)#12AWG GND CONTROL ENCLOSURE 180" (MIN) CONTROL ENCLOSURE BATTERY / CHARGER ENCLOSURE 1" GRS, (2)#12AWG, (1)#12AWG GND POLE BASE 24" (MIN) 1" GRS, MANUF. CABLE TO LEVEL TRANSMITTER 1" GRS, (2)#12AWG, (1)#12AWG GND 3 - 1" GRS, MANUF. CABLE TO LEVEL TRANSMITTER POLE ANTENNA 2 180" (MIN) 1-5/8"SS EQUIPMENT SUPPORT STRUT WITH SS HARDWARE (TYP) 1/4" SS U-BOLT EQUIPMENT SUPPORT ASSEMBLY (TYP) 48" (MIN) 1/4" SS U-BOLT EQUIPMENT SUPPORT ASSEMBLY (TYP) 40" (MIN) 40" (MIN) SCALE : NTS HANDHOLE WITH CONCRETE COVER 1" AFG FINISH GRADE 2 (1) #2 AWG BARE COPPER GROUND. COIL 30" AT BOTTOM OF FOUNDATION. TERMINATE AT GROUND ROD. 5 48" (MIN) 3/4" - 45°CHAMFER ALL AROUND. 4 FINISH GRADE (4)#4 VERTICAL BARS WITH #3 TIES @ 8" O.C. 3 3 FORMED, POURED IN PLACE ROUND CONCRETE SUPPORT BASE. CONCRETE SHALL BE 2,500 PSI. 4" PVC COATED RGS SCHEDULE 40 PIPE. CONDUIT TO POWER SOURCE 48" (MIN) 1 #2 AWG WITH EXOTHERMIC CONNECTION 3/4"x10' COPPER CLAD GROUND ROD FINISH GRADE DETAIL NOTES: 5 2 3 POLE BASE 48" (MIN) POLE BASE 24" (MIN) - 24" (MIN) 3 - 1 4 4 SCALE : NTS SELF CONTAINED MONITOR STATION SCADA, SOLAR PANELS, ANTENNA AND BATTERY SCALE : NTS 1 1/2" CLR 1 SELF CONTAINED MONITOR STATION SCADA, SOLAR PANELS, ANTENNA AND BATTERY 3" CLR 24" (MIN) 3 POLE BASE 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 27 November 2013 - 2:55 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 I-102.dwg MTC Designer JF Client Project Drafting 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 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 I-102 Sht 48 of 50
- 48. No Plot Date: FIELD MOUNTEDDEVICES LOCAL CONTROL PANEL Revision 27 November 2013 - 2:57 PM Plotted by: Ben Langston ZI Note: * indicates signatures on original issue of drawing or last revision of drawing ZC Drawn Cad File No: MOTORIZED BUTTERFLY VALVE VA-1 NORTH VAULT FINAL TOWN REVIEW NFC 1/7/14 100% SUBMITTAL Job Project Manager Director LI ULTRASONIC LEVEL SENSOR OIT ZI ZC FROM TRICKLING FILTER LE LE 1 MOTORIZED BUTTERFLY VALVE VA-2 ULTRASONIC LEVEL SENSOR EXIST. BISULFATE STORAGE TANK SOUTH VAULT 5/24/13 Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 I-103.dwg HOR HS1 SI1 OO QLA1 EFFLUENT DISCHARGE LS1 Reuse of Documents 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 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 METERING PUMP #1 Drawn Scale MTC Drafting Check AS SHOWN HS TE Designer JF Design Check Approved (Project Director) JANUARY 2014 Date This Drawing shall not be used for Construction unless Signed and Sealed For Construction CLPMP - AL - 2 CLPMP - YI - 2 NORTH VALVE MOTORIZED BUTTERFLY VALVE POSITION CONTROL SOUTH VAULT MOTORIZED BUTTERFLY VALVE POSITION INDICATION SOUTH VAULT MOTORIZED BUTTERFLY VALVE CLOSE INDICATOR SOUTH VAULT MOTORIZED BUTTERFLY VALVE OPEN INDICATOR SOUTH VAULT MOTORIZED BUTTERFLY VALVE REMOTE INDICATION NORTH VAULT INFLUENT ULTRASONIC LEVEL INDICATOR HO OL Original Size CL SAMPLING PUMP #1 OVERLOAD ALARM CL SAMPLING PUMP #1 RUNNING STATUS RESIDUAL CHLORINE ANALYZER EXISTING MILTRONICS RECYCLED WATER FLOW METER BISULPHITE PUMP #1 SPEED CONTROL BISULPHITE PUMP #1 ENABLE (ON/OFF) BISULPHITE PUMP #1 RUNNING BISULPHITE PUMP #1 METERING PUMP COMMON ALARM BISULPHITE METERING PUMP #1 SPEED INDICATION BISULPHITE METERING PUMP #1 STATUS (HAND/AUTO) BISULPHITE TANK #1 LOW LEVEL SWITCH TRANSFER SIGNAL SOUTH VAULT INFLUENT ULTRASONIC LEVEL INDICATOR SOUTH VALVE MOTORIZED BUTTERFLY VALVE POSITION CONTROL ZC CL - AE - 2 RW - FIT - 1 MPMP - SL - 2 MPMP - CC - 2 MPMP - AL - 2 MPMP - YI - 2 MPMP - SI - 2 MPMP - AUTO - 2 NORTH VAULT MOTORIZED BUTTERFLY VALVE POSITION INDICATION NORTH VAULT MOTORIZED BUTTERFLY VALVE CLOSE INDICATOR NORTH VAULT MOTORIZED BUTTERFLY VALVE OPEN INDICATOR ZI LS - LAL - 1 VA - LI - 2 SCADA NORTH VAULT MOTORIZED BUTTERFLY VALVE REMOTE INDICATION ZC VA - ZC - 2 VA - ZI - 2 VA - ZIC - 2 VA - ZIO - 2 VA - REM - 2 VA - LI - 1 VA - ZC - 1 VA - ZI - 1 VA - ZIC - 1 VA - ZIO - 1 VA - REM - 1 PROGRAMMABLE CONTROLLER ZI QC OO QL FE OL QA OL QA1 OIT LI FIT TO POND 2 OL TE AIT AE 2 CL ANALYZER CL SAMPLING PUMP #2 UTILITY ROOM Client Project Title Contract No. I-103 Sht 49 of 50
- 49. HS OO QL SS OL HS QA SS HS LOR GF QL ETM QL TAH HS HOR OO QL HS SS OL QA HS HOR HS OO QL MAH HS RECYCLED WATER PUMP#2 VFD SPEED INDICATION RWPMP - SI - 2 RECYCLED WATER PUMP #2 VFD SPEED CONTROL OL QA PUMP #1 VFD RS RWPMP - SC - 2 RECYCLED WATER PUMP #2 VFD FAIL ALARM RWPMP - YI - 2 RWPMP - AL - 2 RECYCLED WATER PUMP #2 RUNNING STATUS RECYCLED WATER PUMP #2 HAND/AUTO RWPMP - AUTO - 2 RECYCLED WATER PUMP #2 START/STOP ENABLE RWPMP - CC - 2 RECYCLED WATER PUMP #2 HIGH PRESSURE RWPMP - PSH - 2 RECYCLED WATER PUMP #1 VFD SPEED INDICATION RWPMP - SI - 1 RECYCLED WATER PUMP #1 VFD SPEED CONTROL RWPMP - SC - 1 RECYCLED WATER PUMP #1 VFD FAIL ALARM RWPMP - YI - 1 RWPMP - AL - 1 RECYCLED WATER PUMP #1 RUNNING STATUS RECYCLED WATER PUMP #1 HAND/AUTO RWPMP - AUTO - 1 RECYCLED WATER PUMP #1 START/STOP ENABLE RWPMP - CC - 1 RECYCLED WATER PUMP #1 HIGH PRESSURE RWPMP - PSH - 1 LIFT PUMP #1 RESET SUBPMP - RC - 1 LIFT PUMP #1 FAIL SUBPMP - AL - 1 LIFT PUMP #1 RUNNING LIFT PUMP #1 REMOTE STATUS SUBPMP - YI - 1 SUBPMP - CC - 1 SUBPMP - AUTO - 1 LIFT PUMP #1 RUN COMMAND LIFT STATION WET WELL LOW LEVEL ALARM CL SAMPLING PUMP #2 OVERLOAD ALARM SUBPMP - LSL - 1 CL - AE - 2 CLPMP - YI - 1 CLPMP - AE - 1 CL SAMPLING PUMP #2 RUNNING STATUS RESIDUAL CHLORINE ANALYZER TRUCK FILL VALVE VAULT #3 FLOW RATE FIT - QI - 3 FIT - QI - 2 FIT - QI - 1 VINEYARDS VALVE VAULT #2 FLOW RATE GOLF COURSE VALVE VAULT #1 FLOW RATE SCADA PROGRAMMABLE CONTROLLER MCC OR LOCAL CONTROL PANEL HO PUMP #2 VFD FROM LOW LEVEL ALARM FROM LOW LEVEL ALARM SUB PUMP #1 VFD FIT FIT AIT FIT TO GOLF COURSE POND INFLUENT TO VINEYARDS PSH PSH OL FIELD MOUNTED DEVICES TE EFFLUENT POND OL TE 1 CL ANALYZER FE FE 2 TSH 0101 FE 3 FLOW ELEMENT FLOW ELEMENT MSH 0101 RW PUMP #1 LSL RW FROM GOLF COURSE POND WET WELL 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 Revision Note: * indicates signatures on original issue of drawing or last revision of drawing 27 November 2013 - 2:58 PM Plotted by: Ben Langston RW PUMP #2 SUBMERSIBLE PUMP #1 FLOW ELEMENT CL SAMPLING PUMP #1 Plot Date: TE AE 1 No OL Drawn Job Project Manager Director Cad File No: Date N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 I-104.dwg MTC RW FROM GOLF COURSE POND Designer JF Client Project Drafting 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 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 I-104 Sht 50 of 50