1. RECYCLED WATER EXPANSION PROJECT
JANUARY 2014
PROJECT NUMBER: WW-0002
PREPARED BY
AREA MAP
CR
O
SS
R
D
LOCATION MAP
YO
U
NT
VI
LL
E
PROJECT
LOCATION
BERINGER
POND
G
HI
HW
AY
SILVERADO WEST POND
29
STAG'S LEAP WINE
CELLARS POND
D
VER
N
LA
RI
NAPA
PROJECT
SITE
NE
LA
YOUNTVILLE JOINT
TREATMENT PLANT
CLOS DU VAL/
REGUSCI POND
LV
ER
DR
O
AD
L
AI
TR
RD
YA
E
V IN
W
VIE
SI
MONDAVI POND
CHIMNEY ROCK
POND
N
NOT TO SCALE
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
22 November 2013 - 2:41 PM
Plotted by: Ben Langston
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 G-001.dwg
BL
Designer MBJ
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
TW
Approved
(Project Director)
JANUARY 2014
Date
Scale
NONE
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
G-001
Sht
1
of
50

2. SYMBOLS
ABBREVIATIONS
SECTION DESIGNATION
@
AB
AC
APN
B
BLDG
BM
BOTT
SECTION DESIGNATIONS USE LETTERS
ON DRAWING WHERE SECTION IS TAKEN:
A
M101
SECTION DESIGNATION
DRAWING NUMBER WHERE SHOWN
SECTION DESIGNATION
SECTION
M100
SCALE: 1/4"=1'-0"
DRAWING NUMBER WHERE TAKEN
DRAWING NUMBER SHOWN AS " - " IF TAKEN & SHOWN ON SAME SHEET.
DETAIL DESIGNATION
DETAIL DESIGNATIONS USE NUMBERS
ON DRAWING WHERE SECTION IS TAKEN:
M101
DRAWING NUMBER WHERE SHOWN
M100
DETAIL DESIGNATION
NOMINAL PIPE DIAMETER
PIPE MATERIAL; SEE SPECIFICATIONS
FOR EQUIVALENT REPLACEMENT
FLOW STREAM IDENTIFIER
DESIGNATION FOR EXISTING PIPING (SCREENED):
PIPING SYSTEM DESIGNATIONS FOR EXISTING
PIPE INDICATE TYPE OF SERVICE ONLY AND
DO NOT IMPLY PIPE MATERIALS USED.
DESIGNATION FOR FUTURE PIPING (DASHED):
MAX
MH
MIN
MISC
MON
MTL
(N)
N
NC
NIC
NO
NSD
NTS
UNK
VERTICAL
VITRIFIED CLAY
W
W/
WM
W/S
WTR
NEW
NORTH
NORMALLY CLOSED
NOT IN CONTRACT
NUMBER
NAPA SANITATION DISTRICT
NOT TO SCALE
UNKNOWN
V, VERT
VC
MAXIMUM
MANHOLE
MINIMUM
MISCELLANEOUS
MONUMENT
MATERIAL
WATER, WEST
WITH
WATER METER
WATER SURFACE
WATER
LATERAL
LINEAR FEET
LONGITUDINAL
AMPERE,AMPS
AC
ALTERNATING CURRENT
AE
ANALYZER ELEMENT
AI
ANALOG INPUT
AO
ANALOG OUTPUT
kV
KILOVOLT
AWG
AMERICAN WIRE GAUGE
kVA
KILOVOLT AMPERES
kW
KILOWATT
BKR
6" PVC
4" PVC
EQUIPMENT NUMBER
8" DIP
DESIGNATION FOR NEW INSTRUMENTS:
FE-1
6" DIP
INSTRUMENT NUMBER
G-001
TITLE SHEET, AREA AND LOCATION MAPS
2
G-002
ABBREVIATIONS, LEGEND, SYMBOLS AND DRAWING
INDEX
3
G-003
OVERALL SITE PLAN, KEY MAP, CONTROL DIAGRAM AND
BORING LOCATIONS
JUNCTION BOX
BREAKER
LEVEL ELEMENT
OC
OD
OHE
MITIGATION MEASURES AND GENERAL NOTES
CIRCUIT BREAKER
LS
LEVEL SWITCH
5
C-101
INTENTIONALLY LEFT BLANK
CONCRETE EQUIPMENT PAD
CONTROL PANEL
LSH
HIGH-LEVEL SWITCH
6
C-102
RECYCLED WATER PLAN AND PROFILE - BERINGER
LSL
LOW-LEVEL SWITCH
7
C-103
RECYCLED WATER PLAN AND PROFILE - BERINGER
MAG
MAGNETIC
8
C-104
RECYCLED WATER PLAN AND PROFILE - BERINGER
9
C-105
RECYCLED WATER PLAN AND PROFILE - BERINGER
PCS
PROCESS CONTROL SYSTEM
10
C-106
RECYCLED WATER PLAN AND PROFILE - BERINGER
TSP
TWISTED SHIELDED PAIR
11
C-107
RECYCLED WATER PLAN AND PROFILE - BERINGER
TYP
TYPICAL
12
C-108
RECYCLED WATER PLAN AND PROFILE - MONDAVI
ULS
ULTRASONIC LEVEL SENSOR
13
C-109
CHIMNEY ROCK POND IMPROVEMENTS
V
VOLTS
14
C-110
CLOS DU VAL/REGUSCI POND IMPROVEMENTS
VA
VOLT-AMPERES
VFD
VARIABLE FREQUENCY DRIVE
15
C-111
STAG'S LEAP WINE CELLARS POND IMPROVEMENTS
W/
WITH
16
C-112
TREATMENT PLANT SITE PLAN
17
C-113
TREATMENT PLANT DEMOLITION, GRADING AND PAVING
PLAN
ELECTRICAL NOTES
18
C-114
TREATMENT PLANT PIPING PLAN
1.
R, RAD
RC
RCP
RGS
RD
ROW, R/W
RR
RTU
RW
G-004
CP
PORTLAND CEMENT CONCRETE
PROPERTY LINE
PROPERTY
POINT
POLYVINYL CHLORIDE PLASTIC
4
CEP
PCC
PL
PROP
PT
PVC
LEVEL INDICATING TRANSMITTER
CB
ON CENTER
OUTSIDE DIAMETER
OVERHEAD ELECTRIC
LIT
19
C-115
TREATMENT PLANT SITE PLAN
20
C-501
CIVIL DETAILS - 1
21
C-502
CIVIL DETAILS - 2
22
C-503
CIVIL DETAILS - 3
EVERY EFFORT HAS BEEN MADE TO IDENTIFY REMOTE ITEMS TO BE CONNECTED BY THE ELECTRICAL CONTRACTOR, EITHER IN THE
ELEMENTARIES OR IN THE SCHEDULES. HOWEVER, NOT ALL OF THE REMOTE DEVICES MAY HAVE BEEN SHOWN ON THE ELECTRICAL PLAN
DRAWINGS. REFER TO THE DRAWINGS OF RESPECTIVE TRADES TO LOCATE OR CONFIRM EQUIPMENT LOCATIONS.
23
C-504
CIVIL DETAILS - 4
24
C-505
CIVIL DETAILS - 5
GROUNDING: ELECTRICAL SYSTEMS SHALL BE GROUNDED AS SPECIFIED AND SHOWN ON THE CONTRACT DRAWINGS. WORK SHALL ALSO BE
PERFORMED IN ACCORDANCE WITH ARTICLE 250 OF THE MOST RECENT REVISION OF THE NATIONAL ELECTRIC CODE. REFER TO DETAILS FOR
GROUNDING SCHEMATICS AND FOR GENERAL GROUNDING REQUIREMENTS OF ELECTRICAL EQUIPMENT. GROUND GRID CONNECTIONS SHOWN
ON THE INDIVIDUAL PLANS ARE MINIMUM REQUIREMENTS. ALL REQUIRED CONNECTIONS ARE NOT SHOWN ON PLANS FOR BREVITY. CONTRACTOR
SHALL COORDINATE NEW CONNECTIONS TO THE EXISTING GROUND GRIDS AS NECESSARY. REFER TO GROUNDING NOTES BELOW AND
ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION.
25
C-506
CIVIL DETAILS - 6
26
C-507
CIVIL DETAILS - 7
27
M-301
RECYCLED WATER PUMP STATION PLAN AND SECTION
S-100
GENERAL STRUCTURAL NOTES
29
S-101
TRICKLING FILTER STRUCTURAL MODIFICATIONS
30
S-102
TRICKLING FILTER VALVE VAULT AND WETWELL PLANS
31
S-103
TRICKLING FILTER VALVE VAULT DETAILS
32
S-104
TRICKLING FILTER VALVE VAULT DETAILS
33
E-101
TREATMENT PLANT ELECTRICAL SITE PLAN
34
E-200
ELECTRICAL CONDUIT RISER DIAGRAM
35
E-300
GOLF COURSE PUMP CONTROL PANEL
36
E-400
RTU DETAILS
37
E-501
DECHLORINATION SYSTEM MODIFICATIONS
38
E-502
ELECTRICAL DETAILS
39
E-503
ELECTRICAL DETAILS
40
E-504
ELECTRICAL DETAILS
41
E-505
ELECTRICAL DETAILS
42
E-506
ELECTRICAL DETAILS
43
E-507
ELECTRICAL DETAILS
44
E-508
ELECTRICAL DETAILS
45
E-509
PV PANEL DETAILS
46
I-100
I&C LEGEND
47
I-101
SCADA RISER DIAGRAM
48
I-102
ELECTRICAL SCADA POLE DETAILS
49
I-103
RTU U P&ID
50
I-104
RTU R P&ID
DC
DIRECT CURRENT
DO
DISCRETE OUTPUT
DS
DISCONNECT SWITCH
EMR
EQUIPMENT MOUNTING RACK
RADIUS
RELATIVE COMPACTION
REINFORCED CONCRETE PIPE
RIGID STEEL
ROAD
RIGHT-OF-WAY
RAILROAD
REMOTE TELEMETRY UNIT
RECYCLED WATER
EX
EXISTING
S
SCH
SD
SECT
SERV
SHT
SIG
SPEC
SQ
SS
SSMH
STA
STD
ST STL
SOUTH
SCHEDULE
STORM DRAIN
SECTION
SERVICE
SHEET
SIGNAL
SPECIFICATIONS
SQUARE
SANITARY SEWER
SANITARY SEWER MANHOLE
STATION
STANDARD
STAINLESS STEEL
HOA
HAND-OFF-AUTO SELECTOR-SWITCH
HP
HORSEPOWER
TC
T, TEL
TG, T/G
TOB
TS
TSP
TYP
TOP OF CURB
TELEPHONE
TOP OF GRATE
TOP OF BERM
TRAFFIC SIGNAL/SERVICE
TWISTED SHIELDED PAIR
TYPICAL
FE
FLOW ELEMENT
FIT
FLOW INDICATING TRANSMITTER
FO
FIBER OPTIC
G OR GRD
2.
3.
4.
TRUCK FILL VALVE
8" PVC RECLAIMED WATERLINE
6" PVC RECLAIMED WATERLINE
6.
VALVE ACTUATOR
GROUND
CONTRACTOR SHALL COORDINATE FINAL CONCRETE EQUIPMENT PAD (CEP) DIMENSIONS WITH FINAL DIMENSIONS OF EQUIPMENT AND OTHER
STRUCTURES TO BE MOUNTED ON PADS. REFER TO NOTES AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. EXTERIOR CEP SHALL
MAINTAIN 4'-0” IN FRONT OF ELECTRICAL PANELS AND 6” ON SIDES.
ENCLOSURE DIMENSIONS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIRED DIMENSIONS. ENCLOSURES SHALL BE SIZED TO ACCOMMODATE
EQUIPMENT, CONTROLS AND COMPONENTS AS SHOWN, SPECIFIED AND REQUIRED FOR AN OPERABLE SYSTEM.
EXACT EQUIPMENT CONDUIT CONNECTIONS ARE TO BE DETERMINED BY THE ELECTRICAL INSTALLER BASED UPON THE ACTUAL FIELD LOCATION
OF EQUIPMENT. INSTALL CONDUIT IN ACCORDANCE WITH SPECIFICATIONS.
ALL PENETRATIONS THROUGH EXISTING SOLID CONCRETE STRUCTURES WHERE SLEEVES HAVE NOT BEEN PROVIDED SHALL BE CORE DRILLED
AND SIZED TO ACCEPT MECHANICAL LINK SEALS. THROUGH NON-FIRE RATED WALLS, CORE HOLE AND SEAL AROUND CONDUIT WITH
NON-SHRINK GROUT. THROUGH EXTERIOR WALL SEAL WATER TIGHT WITH SILICONE MASONRY SEALANT.
4" PVC RECLAIMED WATERLINE
LEVEL ELEMENT
8" DIP RECLAIMED WATERLINE
6" DIP RECLAIMED WATERLINE
CHECK VALVE
7.
EQUIPMENT MOUNTING RACK (EMR): THE FINAL LOCATION OF THE EMR'S SHALL BE COORDINATED IN THE FIELD TO AVOID INTERFERENCE WITH
ACCESS TO THE PROCESS EQUIPMENT. REFER TO DETAILS FOR INDIVIDUAL APPLICATIONS AND LOCATIONS.
8.
EQUIPMENT REMOVALS: DISCONNECT AND REMOVE POWER/CONTROL CIRCUITS AND CONDUITS FROM THE RESPECTIVE EQUIPMENT.
9.
EQUIPMENT RELOCATIONS: DISCONNECT AND REMOVE POWER/CONTROL CIRCUITS AND CONDUCTORS FROM THE EQUIPMENT. EQUIPMENT
SHALL BE REMOVED AND RELOCATED TO THE NEW LOCATION SHOWN ON THE CONTRACT DRAWINGS.
10.
CONDUIT REMOVALS: DISCONNECT AND REMOVE EXPOSED PORTIONS OF CONDUIT FOR EQUIPMENT TO BE REMOVED AND/OR RELOCATED. CUT,
THREAD, COUPLE AND CAP EXISTING CONDUITS ADJACENT TO THE PENETRATION POINT WHERE THE CONDUITS ARE CONCEALED (IN WALLS,
CONCRETE SLABS, BELOW GRADE). REPAIR WALL PENETRATIONS TO A WEATHER-TIGHT CONDITION MATCHING EXISTING WALL MATERIALS.
EQUIPMENT
GATE VALVE
POND LEVEL INDICATOR AND
ELECTRICAL CONDUIT
REDUCER
POLE-MOUNTED CONTROL EQUIPMENT
AND PV PANEL
TEE
EDGE OF PAVEMENT
B1
GEOTECHNICAL BORINGS
90° BEND
11.
ARCHAEOLOGICAL BORINGS
FLOW METER
ANTENNA
12.
ROLL CURB
METER BOX
CONTRACTOR ACCESS/ HAUL ROUTES
13.
EXISTING
RW TURNOUT
INTERMEDIATE CONTOUR
CULVERT
EDGE OF PAVEMENT
SS PIPELINE
CATCH BASIN
SPOT ELEVATION
FENCE
INDEX CONTOUR
14.
MANHOLE
RW PIPELINE
EQUIPMENT TO REMAIN: PROVIDE NEW FEEDER OR BRANCH CIRCUIT CONDUIT AND WIRING TO EXISTING/RELOCATED EQUIPMENT REQUIRED TO
REMAIN IN SERVICE. CUT AND REUSE EXISTING CONDUIT RUNS WHERE PRACTICAL. CIRCUIT CONDUCTORS SHALL BE REPLACED THE ENTIRE
LENGTH OF THE CIRCUIT RUN.
ELECTRICAL PLANS: CONTRACTOR SHALL REFER TO ONE-LINES, SCHEMATICS, CONDUIT RISER DIAGRAMS AND DETAILS TO COORDINATE
CONDUIT AND CIRCUIT REQUIREMENTS FOR EACH SYSTEM.
FIBER OPTIC PATCH PANEL (FOPP) ENCLOSURE: ALL INDOOR FIBER OPTIC PATCH PANELS SHALL BE MOUNTED IN NEMA 12 ENCLOSURES IN
ORDER TO ACCOMMODATE CONDUIT ENTRIES AND EXITS AND TO FACILITATE CONDUIT ROUTING IN THE BUILDING. ALL EXTERIOR FIBER OPTIC
PATCH PANELS SHALL BE MOUNTED IN NEMA 4X ENCLOSURES.
CONDUIT PENETRATIONS: WHERE CONDUITS ARE TOO LARGE FOR TERMINATION INTO CABINETS, CONTROL PANELS, INSTRUMENT ENCLOSURES
OR OTHER ENCLOSURES DUE TO STANDARD KNOCK OUT SIZE, THE CONTRACTOR SHALL PROVIDE AN INTERMEDIATE PULL BOX IN ORDER TO
COORDINATE A TRANSITION IN CONDUIT SIZE. THIS SHALL BE COORDINATED WITH THE ENGINEER IN THE FIELD ON A CASE BY CASE BASIS.
BOLLARD
15.
16.
SPARE WIRING: WHERE SPARE POWER AND CONTROL WIRING IS REQUIRED PER THE DRAWINGS AND/OR SPECIFICATIONS, SPARE WIRE SHALL BE
PROVIDED WITH SUFFICIENT LENGTH TO EXTEND TO THE FURTHEST TERMINAL BLOCK/BUCKET/AREA OF THE ENCLOSURE BEING SERVED.
PROVIDE NAMEPLATE TO EXISTING PANELS AND EQUIPMENT INDICATING THE EQUIPMENT'S TAG NUMBER FOR ALL EXISTING EQUIPMENT THAT IS
TO BE CONNECTED TO THE RTU/SCADA FOR MONITORING AND CONTROL.
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
27 November 2013 - 2:14 PM
Plotted by: Ben Langston
Drawn
Job
Project
Manager Director
Cad File No:
DRAWING TITLE
CONDUIT OR CONDUCTOR
5.
8" PVC
PS3-1
1
JB
DRAWING NO.
C
NEW
DESIGNATION FOR NEW EQUIPMENT:
SHEET NO.
LE
LEGEND
EQUIPMENT DESIGNATION
INPUT/OUTPUT
A OR AMP
12" W
12" DI, W
I/O
DRAWING INDEX
28
JOINT TRENCH
LAT
LF
LONG
12" DI, W
INCH
INVERT
IRRIGATION
J/T
PIPE DESIGNATION
HORIZONTAL
IN
INV
IRR
DRAWING NUMBER SHOWN AS " - " IF TAKEN & SHOWN ON SAME SHEET.
GAS
GAUGE
H, HORIZ
SCALE: 1/4"=1'-0"
EXISTING
EAST
EACH
ELEVATION
EDGE OF PAVEMENT
EASEMENT
EXISTING
FIRE HYDRANT
FLOWLINE
FIRE SERVICE
FEET OR FOOT
G
G
DETAIL
DRAWING NUMBER WHERE TAKEN
DESIGNATION FOR NEW PIPING:
DEPARTMENT
DETAIL
DROP INLET
DIAMETER
DRAWING
(E)
E
EA
EL, ELEV
EP
ESMT
EX
FH
FL
FS
FT
ON DRAWING WHERE SECTION IS SHOWN:
1
CONDUIT
CATCH BASIN
CONTROLLED DENSITY FILL
CAST IRON
CURED-IN-PLACE PIPE
CLEAR
CENTERLINE
CORRUGATED METAL PIPE
CLEANOUT
CONCRETE
CONTROL
CENTER
CULVERT
DEPT
DET
DI
DIA
DWG
1
DETAIL DESIGNATION
BORING
BUILDING
BENCH MARK
BOTTOM
C
CB
CDF
CI
CIPP
CLR
CL
CMP
CO
CONC
CNTRL
CTR
CULV
ON DRAWING WHERE SECTION IS SHOWN:
A
AT
AGGREGATE BASE
ASBESTOS CEMENT
ASSESSORS PARCEL NUMBER
ELECTRICAL ABBREVIATIONS AND ELECTRICAL NOTES
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 G-002.dwg
BL
Designer MJ
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
NONE
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
G-002
Sht
2
of
50

3. 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
GENERAL NOTES
PROJECT MEASURE 1: BASIC AIR QUALITY MEASURES
THE CONTRACTOR SHALL IMPLEMENT THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT'S BASIC CONSTRUCTION MEASURES, WHICH
CONSIST OF THE FOLLOWING:
1.
ALL EXPOSED SURFACES (E.G., PARKING AREAS, STAGING AREAS, SOIL PILES, GRADED AREAS, AND UNPAVED ACCESS ROADS)
SHALL BE WATERED UP TO TWO TIMES PER DAY AS NECESSARY TO REDUCE DUST.
ALL HAUL TRUCKS TRANSPORTING SOIL, SAND, OR OTHER LOOSE MATERIAL OFF-SITE SHALL BE COVERED.
ALL VISIBLE MUD OR DIRT TRACK-OUT ONTO ADJACENT PUBLIC ROADS SHALL BE REMOVED USING WET POWER VACUUM STREET
SWEEPERS AT LEAST ONCE PER DAY. THE USE OF DRY POWER SWEEPING IS PROHIBITED.
ALL VEHICLE SPEEDS ON UNPAVED ROADS SHALL BE LIMITED TO 15 MPH.
ALL ROADWAYS, DRIVEWAYS, AND SIDEWALKS TO BE PAVED SHALL BE COMPLETED AS SOON AS POSSIBLE.
IDLING TIMES SHALL BE MINIMIZED EITHER BY SHUTTING EQUIPMENT OFF WHEN NOT IN USE OR REDUCING THE MAXIMUM IDLING
TIME TO 5 MINUTES (AS REQUIRED BY THE CALIFORNIA AIRBORNE TOXICS CONTROL MEASURE TITLE 13, SECTION 2485 OF
CALIFORNIA CODE OF REGULATIONS [CCR]). CLEAR SIGNAGE SHALL BE PROVIDED FOR CONSTRUCTION WORKERS AT ALL ACCESS
POINTS.
ALL CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND PROPERLY TUNED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS. ALL EQUIPMENT SHALL BE CHECKED BY A CERTIFIED MECHANIC AND DETERMINED TO BE RUNNING IN PROPER
CONDITION PRIOR TO OPERATION.
POST A PUBLICLY VISIBLE SIGN WITH THE TELEPHONE NUMBER AND PERSON TO CONTACT AT THE LEAD AGENCY REGARDING
DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WITHIN 48 HOURS. THE AIR DISTRICT'S PHONE
NUMBER SHALL ALSO BE VISIBLE TO ENSURE COMPLIANCE WITH APPLICABLE REGULATIONS.
2.
3.
4.
5.
6.
7.
8.
PROJECT MEASURE 2: TRAFFIC CONTROL PLAN
THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN TO MINIMIZE THE IMPACTS OF CONSTRUCTION TRAFFIC ON PROJECT
AREA ROADWAYS AND AT KEY INTERSECTIONS USED DURING CONSTRUCTION. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE
FOLLOWING PROVISIONS AND MAY INCLUDE OTHER MEASURES IF A FURTHER NEED IS IDENTIFIED.
1.
2.
LOCATION(S) OF DESIGNATED PROJECT CONSTRUCTION STAGING AREAS.
POST WARNING SIGNAGE AT POINTS WHERE CONSTRUCTION TRAFFIC WILL ENTER OR LEAVE SOLANO DR, LAND LANE, AND
SILVERADO TRAIL
USE FLAG CONTROL DURING WORK HOURS WHEN EQUIPMENT OR MATERIALS ARE DELIVERED TO THE WORK AREA.
DETOUR ROUTES TO BE USED IN ORDER TO MAINTAIN ACCESS DURING VARIOUS PHASES OF THE PROJECT'S CONSTRUCTION.
RESTRICT ALL CONSTRUCTION TRAFFIC TO NORMAL DAYTIME BUSINESS HOURS, UNLESS THE TOWN IDENTIFIES A NEED FOR
OFF-HOURS ROUTING TO AVOID IMPACTS ON PEAK-HOUR COMMUTE TRAFFIC.
CONSULT WITH THE NAPA COUNTY FIRE DEPARTMENT AND PROVIDE NOTIFICATION OF THE TIMING, LOCATION, AND DURATION OF
CONSTRUCTION IN THE VICINITY OF THE YOUNTVILLE FIRE STATION.
IN ORDER TO MINIMIZE ANY POTENTIAL OVERLAP WITH OTHER CONSTRUCTION AND ROADWAY IMPROVEMENT PROJECT(S), THE
CONTRACTOR SHALL WORK WITH THE TOWN AND NAPA COUNTY TO IDENTIFY THE ROUTES AND INTERSECTIONS THAT SHOULD BE
AVOIDED, AS WELL AS APPROPRIATE ALTERNATE TRAVEL ROUTES OR TIMES. THE PLAN SHALL ADDRESS ROUTES TO MINIMIZE
CONSTRUCTION TRAFFIC ON STATE HIGHWAY 29 DURING PEAK HOURS.
3.
4.
5.
6.
IN THE CASE OF AN UNANTICIPATED ARCHAEOLOGICAL DISCOVERY, IF IT IS DETERMINED THAT THE FIND IS UNIQUE UNDER THE
NATIONAL HISTORIC PRESERVATION ACT (NHPA) AND/OR POTENTIALLY ELIGIBLE FOR LISTING IN THE NATIONAL REGISTER, AND THE
SITE CANNOT BE AVOIDED, THE CONTRACTOR SHALL DEVELOP A RESEARCH DESIGN AND EXCAVATION PLAN, PREPARED BY AN
ARCHAEOLOGIST, OUTLINING RECOVERY OF THE RESOURCE, ANALYSIS, AND REPORTING OF THE FIND. TREATMENT AND RESOLUTION
MAY INCLUDE MODIFYING THE PROJECT TO ALLOW THE MATERIALS TO BE LEFT IN PLACE, OR UNDERTAKING DATA RECOVERY OF THE
MATERIALS IN ACCORDANCE WITH STANDARD ARCHAEOLOGICAL METHODS; PROTECTION AND PRESERVATION OF RESOURCES IS
PREFERABLE IF FEASIBLE. THE RESEARCH DESIGN AND EXCAVATION PLAN SHALL BE SUBMITTED TO RECLAMATION STAFF WHO WOULD
NOTIFY THE SHPO AND THE NATIVE AMERICAN REPRESENTATIVES. RECLAMATION AND THE SWRCB SHALL APPROVE THE PLAN PRIOR
TO CONSTRUCTION BEING RESUMED. IN THE EVENT THAT THE CONTRACTOR MUST WORK IN THE STATE RIGHT-OF-WAY (I.E. STATE
HIGHWAY 29), THE CONTRACTOR SHALL SUBMIT A STANDARD ENCROACHMENT PERMIT APPLICATION TO CALTRANS DURING THE DESIGN
OF PHASE 3 OF THE PROJECT. IF AN UNANTICIPATED ARCHAEOLOGICAL DISCOVERY DURING GROUND-DISTURBING ACTIVITIES OCCURS
WITHIN THE STATE RIGHT-OF-WAY, THE CALTRANS OFFICE OF CULTURAL RESOURCE STUDIES, DISTRICT 4, SHALL BE CONTACTED.
MITIGATION MEASURE CR-6: PROCEDURES FOR ENCOUNTERING HUMAN REMAINS
IF HUMAN REMAINS ARE DISCOVERED, POTENTIALLY DAMAGING ACTIVITIES SHALL BE HALTED AND NO FURTHER EXCAVATION OF THE
REMAINS OR NEARBY AREA CAN OCCUR UNTIL THE NAPA COUNTY CORONER HAS MADE NECESSARY FINDINGS AS TO THE ORIGIN OF
THE REMAINS, IN ACCORDANCE WITH THE HEALTH AND SAFETY CODE 7050.5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
COUNTY CORONER AND A PROFESSIONAL ARCHAEOLOGIST TO DETERMINE THE NATURE OF THE REMAINS. AT THE SAME TIME, AN
ARCHAEOLOGIST SHALL BE CONTACTED TO EVALUATE THE SITUATION. AS THE PROPERTY HAS BEEN REPEATEDLY TILLED AND GRADED,
THE POSSIBILITY EXISTS THAT HUMAN REMAINS MAY BE FRAGMENTARY AND MIXED WITH SURROUNDING SOILS. IF HUMAN REMAINS ARE
ENCOUNTERED, ALL GROUND DISTURBANCE WITHIN A 50 FEET DIAMETER AREA SHALL BE HALTED UNTIL THE ARCHAEOLOGIST AND THE
CORONER HAVE REVIEWED THE REMAINS. IF THE CORONER DETERMINES THAT THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE
TOWN SHALL NOTIFY THE NATIVE AMERICAN HERITAGE COMMISSION WITHIN 24 HOURS OF IDENTIFICATION, AS WELL AS THE
RECLAMATION REPRESENTATIVE. THE COMMISSION THEN NOTIFIES THE MOST LIKELY DESCENDANT, WHO HAS 48 HOURS TO MAKE
RECOMMENDATIONS TO THE LANDOWNER FOR THE DISPOSITION OF THE REMAINS. REMAINS SHALL BE TREATED IN ACCORDANCE WITH
PUBLIC RESOURCES CODE §5097.9.
2.
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES PRIOR TO COMMENCEMENT OF
ANY WORK EXCEPT THOSE SPECIFICALLY NOTED IN SPECIFICATIONS AS PROVIDED BY TOWN OF
YOUNTVILLE
3.
CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM NAPA COUNTY, CA BEFORE START OF
WORK. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE PERMIT
WORK HOURS ARE LIMITED TO MONDAY THROUGH FRIDAY 8 A.M. TO 5 P.M. AT THE PROJECT SITE AND 7:30
A.M. TO 4 P.M. AT THE TREATMENT PLANT. TIME AT THE TREATMENT PLANT HAS SOME FLEXIBILITY;
HOWEVER DIFFERING HOURS NEED TO BE COORDINATED WITH DON MOORE, UTILITY OPERATIONS
SUPERVISOR. INSPECTION WILL BE AVAILABLE MONDAY THROUGH FRIDAY FROM 8 A.M. TO 4 P.M. ANY
WEEKEND WORK IS SUBJECT TO TOWN APPROVAL.
5.
PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO BEGINNING OF WORK. CONTACT THE ENGINEER TO
SCHEDULE SUCH MEETING.
6.
IF PALEONTOLOGICAL RESOURCES (E.G., VERTEBRATE BONES, TEETH, OR ABUNDANT AND WELL-PRESERVED INVERTEBRATES OR
PLANTS) ARE ENCOUNTERED DURING CONSTRUCTION, THE TOWN SHALL HALT GROUND-DISTURBING WORK IN THE VICINITY OF THE
FIND. WORK NEAR THE FIND SHALL NOT BE RESUMED UNTIL A QUALIFIED PALEONTOLOGIST HAS EVALUATED THE MATERIALS AND
OFFER RECOMMENDATIONS FOR FURTHER ACTION, INCLUDING SALVAGE OF ANY SIGNIFICANT PALEONTOLOGICAL RESOURCES.
ANY DISCREPANCY DISCOVERED BY CONTRACTOR IN THESE PLANS OR ANY FIELD CONDITIONS
DISCOVERED BY CONTRACTOR THAT MAY DELAY OR OBSTRUCT THE PROPER COMPLETION OF THE WORK
PER THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND THE OWNER
IMMEDIATELY UPON DISCOVERY. SAID NOTIFICATION SHALL BE IN WRITING.
4.
MITIGATION MEASURE CR-5: PROTECTION AND PRESERVATION OF PALEONTOLOGICAL MATERIALS
1.
WITHIN 48 HOURS OF PAVING, ALL WATER VALVE BOXES WILL BE BROUGHT TO GRADE AND INSPECTION
REQUESTED.
GENERAL UNDERGROUND NOTES
1.
NO GUARANTEE IS INTENDED THAT UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THESE PLANS MAY
BE ENCOUNTERED. THOSE SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE AND THE
CONTRACTOR IS CAUTIONED THAT THE OWNER, THE ENGINEERS, AND THE TOWN OF YOUNTVILLE
ASSUME NO RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THESE PLANS.
THE CONTRACTOR SHALL COOPERATE WITH ALL UTILITY COMPANIES WORKING WITHIN THE LIMITS OF
THIS PROJECT.
2.
CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL EXISTING UTILITIES HAVE BEEN MARKED IN THE
FIELD BY THE APPLICABLE ENTITY RESPONSIBLE FOR THAT PARTICULAR UTILITY. THE CONTRACTOR
SHALL NOTIFY EACH APPLICABLE ENTITY AT LEAST 24 HOURS BEFORE STARTING WORK.
3.
UNDERGROUND SERVICE ALERT: CALL TOLL FREE (800) 642-2444 AT LEAST 48 HOURS PRIOR TO
EXCAVATION.
4.
CONTRACTOR SHALL UNCOVER EXISTING BURIED UTILITIES IN THE PRESENCE OF UTILITY OWNER TO
VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES. BURIED UTILITIES INCLUDE, BUT ARE NOT LIMITED TO,
WATER MAINS AND SERVICES, SEWER MAINS AND LATERALS, STORM DRAINS, GAS MAINS AND LATERALS,
ELECTRICAL DISTRIBUTION LINES, TELEPHONE AND CABLE TV LINES. ALL UTILITIES CONFLICTING WITH
THE PROPOSED CONSTRUCTION SHALL BE RELOCATED OR RESOLVED PRIOR TO THE START OF
CONSTRUCTION, OR CONFLICTING FACILITIES
5.
ALL UNDERGROUND IMPROVEMENTS SHALL BE INSTALLED AND APPROVED PRIOR TO PAVING.
6.
ALL MATERIAL, WORKMANSHIP AND CONSTRUCTION DETAILS SHALL CONFORM TO THE TOWN OF
YOUNTVILLE CONSTRUCTION STANDARD SPECIFICATIONS, INCLUDING ALL ADDENDA, STANDARD PLAN
AND SPECIAL PROVISION REVISIONS.
IF CONSTRUCTION DEWATERING IS REQUIRED, THE TOWN SHALL EVALUATE REASONABLE OPTIONS FOR DEWATERING MANAGEMENT.
THE FOLLOWING MANAGEMENT OPTIONS SHALL BE CONSIDERED:
7.
ITEMS SPECIFIED ON THE STANDARD PLANS ARE APPROVED FOR USE BY THE TOWN OF YOUNTVILLE. ALL
SUBSTITUTES OR ALTERATIONS SHALL BE SUBMITTED TO THE TOWN OF YOUNTVILLE FOR REVIEW AND
APPROVAL.
1.
2.
3.
RECYCLED WATER SYSTEM
MITIGATION MEASURE HYD- 1: STORM WATER POLLUTION PREVENTION PLAN
THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING MEASURES TO AVOID IMPACTS TO CALIFORNIA RED-LEGGED FROGS (CRLF)
DURING CONSTRUCTION WITHIN 50 FEET OF THE AGRICULTURAL IRRIGATION PONDS:
THE CONTRACTOR SHALL OBTAIN COVERAGE UNDER SWRCB (STATE WATER RESOURCES CONTROL BOARD) ORDER NO. 2009-0009-DWQ,
WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION AND LAND
DISTURBANCE ACTIVITIES.
THE CONTRACTOR SHALL SUBMIT PERMIT REGISTRATION DOCUMENTS (NOTICE OF INTENT, RISK,
ASSESSMENT, SITE MAPS, SWPPP, ANNUAL FEE, AND CERTIFICATIONS) TO THE STATE WATER RESOURCES CONTROL BOARD. THE
SWPPP SHALL ADDRESS POLLUTANT SOURCES, NON-STORM WATER DISCHARGES RESULTING FROM CONSTRUCTION DEWATERING,
BEST MANAGEMENT PRACTICES, AND OTHER REQUIREMENTS SPECIFIED IN THE ORDER. THE BMPS SHALL INCLUDE ANY MEASURES
INCLUDED IN THE EROSION AND SEDIMENT CONTROL PLANS DEVELOPED FOR THE PROJECT TO MINIMIZE DISTURBANCE AFTER
GRADING OR CONSTRUCTION. THE SWPPP SHALL ALSO INCLUDE DUST CONTROL PRACTICES TO PREVENT WIND EROSION, SEDIMENT
TRACKING AND DUST GENERATION BY CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL ENSURE THAT A QUALIFIED SWPPP
PRACTITIONER OVERSEES IMPLEMENTATION OF THE SWPPP, INCLUDING VISUAL INSPECTIONS, SAMPLING AND ANALYSIS, AND
ENSURING OVERALL COMPLIANCE.
1.
MITIGATION MEASURE HYD- 2: CONSTRUCTION DEWATERING
7.
MITIGATION MEASURE BIO-1: AVOID IMPACTS TO CALIFORNIA RED-LEGGED FROG
GROUND DISTURBING CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE DRY SEASON PERIOD FROM APRIL 1 THROUGH
NOVEMBER 1 TO AVOID POTENTIAL RED-LEGGED FROG DISPERSAL EVENTS.
A QUALIFIED BIOLOGIST, HIRED BY THE CONTRACTOR BUT APPROVED BY THE TOWN, SHALL CONDUCT A PRE-CONSTRUCTION
SURVEY IMMEDIATELY PRECEDING ANY CONSTRUCTION ACTIVITY WITHIN 50 FEET OF THE IRRIGATION PONDS. THE BIOLOGIST
SHALL REMAIN ON-SITE DURING GROUND DISTURBING CONSTRUCTION WITHIN 50 FEET OF A POND.
IF A CRLF IS ENCOUNTERED DURING CONSTRUCTION, ALL CONSTRUCTION ACTIVITIES IN THE IMMEDIATE AREA SHALL CEASE
UNTIL THE ANIMAL MOVES AWAY OF ITS OWN VOLITION. CONSTRUCTION CANNOT BEGIN UNTIL THE CRLF HAS LEFT THE
CONSTRUCTION AREA. IF CRLF DO NOT LEAVE THE SITE TO ALLOW FOR CONSTRUCTION, THE TOWN SHALL CONTACT USFWS FOR
DIRECTION ON HOW TO PROCEED.
PRIOR TO THE START OF CONSTRUCTION, A USFWS-APPROVED BIOLOGIST SHALL TRAIN ALL CONSTRUCTION PERSONNEL
REGARDING HABITAT SENSITIVITY, IDENTIFICATION OF SPECIAL STATUS SPECIES, AND REQUIRED PRACTICES BEFORE THE START
OF CONSTRUCTION.
BECAUSE DUSK AND DAWN ARE OFTEN THE TIMES WHEN CRLF ARE MOST ACTIVELY FORAGING AND DISPERSING, ALL
CONSTRUCTION ACTIVITIES SHALL CEASE ONE-HALF HOUR BEFORE SUNSET AND SHALL NOT BEGIN PRIOR TO ONE-HALF HOUR
BEFORE SUNRISE. ALL VEHICLE PARKING SHALL BE RESTRICTED TO PREVIOUSLY DETERMINED STAGING AREAS OR EXISTING
ROADS.
THE FUELING AND MAINTENANCE OF VEHICLES AND OTHER EQUIPMENT SHALL OCCUR AT LEAST 20 METERS (65 FEET) FROM ANY
RIPARIAN HABITAT OR WATER BODY.
2.
3.
4.
5.
6.
IF CONSTRUCTION IS SCHEDULED TO START BETWEEN JANUARY 31 AND OCTOBER 1, A QUALIFIED BIOLOGIST, HIRED BY THE
CONTRACTOR BUT APPROVED BY THE TOWN, SHALL CONDUCT PRECONSTRUCTION NESTING SURVEYS WITHIN 48 HOURS OF
CONSTRUCTION FOR NESTING PASSERINES (SMALL SONGBIRDS) AND RAPTORS. TREES WITHIN A 200-FOOT RADIUS SHALL BE INCLUDED
IN THE SURVEYS. IF ACTIVE NESTS ARE LOCATED IN THE WORK AREA, THE BIOLOGIST, IN CONSULTATION WITH CDFG, (CALIFORNIA
DEPARTMENT OF FISH AND GAME), SHALL ESTABLISH AN APPROPRIATELY SIZED BUFFER AROUND THE NEST IN WHICH NO WORK WILL
BE ALLOWED UNTIL THE YOUNG HAVE SUCCESSFULLY FLEDGED. A MINIMUM OF A 50-FOOT BUFFER ZONE SHALL BE PLACED AROUND
PASSERINE NESTS AND 250-FOOT BUFFERS SHALL BE PLACED AROUND RAPTOR NESTS. IF A QUALIFIED BIOLOGIST DETERMINES THAT
LESS OF A BUFFER ZONE IS ACCEPTABLE, THE SIZE OF THE BUFFER ZONE MAY BE REDUCED UPON APPROVAL BY CDFG.
BIO-3:
AVOID
OR RESTORE
JURISDICTIONAL
WETLANDS
AND WATERS
TEMPORARILY
AFFECTED
BY
THE CONTRACTOR SHALL IMPLEMENT AVOIDANCE AND MINIMIZATION MEASURES, INCLUDING BEST MANAGEMENT PRACTICES (BMPS),
TO PROTECT JURISDICTIONAL WETLANDS AND WATERS DURING CONSTRUCTION. MATERIALS AND FLUIDS GENERATED BY
CONSTRUCTION ACTIVITIES SHALL BE PLACED AT LEAST 25 FEET AWAY FROM WETLAND AREAS OR DRAINAGES UNTIL THEY CAN BE
DISPOSED OF AT A PERMITTED SITE. ALL WETLANDS AND WATERS AREAS LOCATED ADJACENT TO THE CONSTRUCTION ZONE THAT
COULD BE AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE TEMPORARILY FENCED OFF AND DESIGNATED AS ENVIRONMENTALLY
SENSITIVE AREAS TO PREVENT ACCIDENTAL INTRUSION BY WORKERS AND EQUIPMENT.
IF DISCHARGING TO THE SANITARY SEWER, THE TOWN SHALL ISSUE A ONE-TIME DISCHARGE PERMIT OR OTHER TYPE OF APPROVAL
REQUIRING, AS NECESSARY, MEASURES FOR CHARACTERIZING THE DISCHARGE AND ENSURING FILTERING METHODS AND MONITORING
TO VERIFY THAT THE DISCHARGE IS COMPLIANT WITH THE TOWN'S LOCAL WASTEWATER DISCHARGE REQUIREMENTS.
IF DISCHARGING TO A LOCAL SURFACE WATER OR STORM DRAIN, THE DISCHARGE SHALL BE MANAGED AS A NON-STORM WATER
DISCHARGE AND CONTROL MEASURES SHALL BE INCLUDED IN THE SWPPP PREPARED UNDER ORDER NO. 2009-0009-DWQ. THE
CONTRACTOR SHALL CHARACTERIZE THE GROUNDWATER PRIOR TO DISCHARGE AND IMPLEMENT CONTROL MEASURES, SUCH AS
SETTLING AND/OR FILTRATION TO ENSURE THAT EXCESSIVE SEDIMENT IS NOT DISCHARGED, AND MANAGE DISCHARGE RATES TO
PREVENT EROSION DOWNSTREAM.
1.
2.
3.
INSTALL PIPELINES WHEN WETLANDS AND STREAMS ARE DRY.
RESTORE ORIGINAL CONTOURS AND DRAINAGE PATTERNS, BOTH INTO AND OUT OF THE WETLAND.
SPREAD A COVER OF STRAW, RICE STRAW IF AVAILABLE, OVER DISTURBED SOILS AND WORK INTO SOIL. THIS PRACTICE SHALL
NOT BE IMPLEMENTED IN WETLAND SOILS.
APPLY AN ORGANICALLY BASED TACKIFIER ON DISTURBED AREAS TO REDUCE AIR AND WATER EROSION OF SOILS.
PLANTS SHALL BE INSTALLED, MAINTAINED AND REPLACED SUCH THAT 70 PERCENT OF THE DESIGN PLANT DENSITY IS PRESENT
ON THE FIVE-YEAR ANNIVERSARY OF PLANT INSTALLATION.
4.
5.
THERE SHALL BE A FIVE HOUR MAXIMUM SHUTDOWN TIME OF EXISTING MAINS WHILE MAKING
CONNECTION. TWENTY-FOUR HOUR NOTICE OF SHUTDOWN TO BE GIVEN TO TOWN AND ALL WATER
CUSTOMERS BY CONTRACTOR. EXISTING VALVES ARE TO BE OPERATED BY TOWN PERSONNEL ONLY. NO
WATER MAIN CONNECTIONS ARE PERMITTED ON FRIDAY OR ON ANY DAY PRECEDING A HOLIDAY.
2.
START EXCAVATION BY EXPOSING CONNECTION POINT TO EXISTING MAIN TO DETERMINE ITS LINE AND
GRADE. START NEW MAIN 8-10 FEET FROM AND ON SAME GRADE (AND LINE IF APPLICABLE) AS EXISTING
MAIN.
3.
ALL TRENCHING, BACKFILL AND RESURFACING REQUIRED FOR INSTALLATION OF RECYCLED WATER
SYSTEM FACILITIES SHALL BE PER TOWN OF YOUNTVILLE STANDARD DRAWINGS.
ONLY TOWN OF YOUNTVILLE PERSONNEL SHALL OPERATE VALVES ON EXISTING WATER MAINS OR WATER
SERVICES.
5.
ALL METER BOXES, VAULTS AND PITS SHALL BE BEDDED ON A 3" MINIMUM THICK, 3/4" DRAIN ROCK, CL ll
AB, OR OTHER CLEAN MATERIAL WITH SAND EQUIVALENT OF 20 MINIMUM, UNCONTAMINATED BY NATIVE
SOIL, AGAINST COMPACTED OR UNDISTURBED BASE. THE GRAVEL BED SHALL EXTEND TO A MINIMUM OF
4" BEYOND ALL SIDES OF THE METER BOX. BOX SHALL BE SET FLUSH WITH TOP OF CURB, SIDEWALK OR
GROUND, WHICHEVER IS APPLICABLE.
6.
BEFORE COMBUSTIBLE MATERIALS MAY BE STORED OR CONSTRUCTED ON SITE, THE FIRE DEPARTMENT
MUST APPROVE FIRE FLOW AND ACCESS.
7.
AFTER A STREET HAS BEEN PAVED, ALL WATER VALVE BOXES WILL BE MARKED IN WHITE PAINT BEFORE
THE CLOSE OF THAT WORK DAY.
MITIGATION MEASURE NOI-1: NOISE REDUCTION MEASURES
DURING PROJECT CONSTRUCTION, THE CONTRACTOR(S) SHALL IMPLEMENT THE FOLLOWING MEASURES SUCH THAT NOISE FROM
CONSTRUCTION DOES NOT EXCEED 70 DBA AT NOISE-SENSITIVE USES DURING DAYTIME HOURS.
1.
2.
3.
4.
5.
THE FOLLOWING MEASURES SHALL BE IMPLEMENTED WHERE CONSTRUCTION IMPACTS TO JURISDICTIONAL WATERS AND WETLANDS
CANNOT FEASIBLY BE AVOIDED. A WETLAND AND WATERS RESTORATION PLAN SHALL BE PREPARED PRIOR TO CONSTRUCTION. THE
RESTORATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING MEASURES:
1.
4.
MITIGATION MEASURE BIO-2: CONDUCT PRECONSTRUCTION NESTING SURVEYS FOR NESTING PASSERINES AND RAPTORS
MITIGATION MEASURE
CONSTRUCTION
REUSE THE WATER ON-SITE FOR DUST CONTROL, COMPACTION, OR IRRIGATION.
RETAIN THE WATER ON-SITE IN A GRASSY OR POROUS AREA TO ALLOW INFILTRATION/EVAPORATION.
DISCHARGE (BY PERMIT) TO A SANITARY SEWER OR SURFACE WATER (THIS OPTION MAY REQUIRE A TEMPORARY METHOD TO
FILTER SEDIMENT-LADEN WATER PRIOR TO DISCHARGE).
6.
CONSTRUCTION WORK HOURS ARE LIMITED TO MONDAY THROUGH FRIDAY 8 A.M. TO 5 P.M. AT THE PROJECT SITE AND 7:30 A.M. TO
4 P.M. AT THE TREATMENT PLANT.
USE QUIETEST AVAILABLE EQUIPMENT AND ELECTRICALLY-POWERED EQUIPMENT, RATHER THAN INTERNAL COMBUSTION
ENGINES WHERE FEASIBLE.
EQUIPMENT AND ON-SITE TRUCKS USED FOR PROJECT CONSTRUCTION SHALL UTILIZE THE BEST AVAILABLE NOISE CONTROL
TECHNIQUES (E.G., IMPROVED MUFFLERS, EQUIPMENT REDESIGN, USE OF INTAKE SILENCERS, DUCTS, ENGINE ENCLOSURES, AND
ACOUSTICALLY ATTENUATING SHIELDS OR SHROUDS, WHEREVER FEASIBLE). ALL CONSTRUCTION EQUIPMENT SHALL BE
INSPECTED AT PERIODIC INTERVALS TO ENSURE PROPER MAINTENANCE AND RESULTING LOWER NOISE LEVELS.
IMPACT TOOLS (E.G., JACK HAMMERS, PAVEMENT BREAKERS) USED FOR PROJECT CONSTRUCTION SHALL BE HYDRAULICALLY OR
ELECTRICALLY POWERED WHEREVER POSSIBLE TO AVOID NOISE ASSOCIATED WITH COMPRESSED-AIR EXHAUST FROM
PNEUMATICALLY POWERED TOOLS. AN EXHAUST MUFFLER ON THE COMPRESSED-AIR EXHAUST SHALL BE USED; THIS MUFFLER
CAN LOWER NOISE LEVELS FROM THE EXHAUST BY UP TO ABOUT 10 DBA. EXTERNAL JACKETS ON THE TOOLS THEMSELVES SHALL
BE USED WHERE FEASIBLE, WHICH COULD ACHIEVE A REDUCTION OF 5 DBA.
A PRECONSTRUCTION MEETING SHALL BE HELD BETWEEN THE JOB INSPECTORS AND THE CONTRACTOR/ON-SITE PROJECT
MANAGER TO CONFIRM THAT NOISE MITIGATION AND PRACTICES ARE COMPLETED PRIOR TO COMMENCEMENT OF CONSTRUCTION
(INCLUDING CONSTRUCTION HOURS, NEIGHBORHOOD NOTIFICATION, ETC.).
AN ON-SITE COMPLAINT AND ENFORCEMENT MANAGER SHALL BE POSTED TO RESPOND TO AND TRACK ANY NOISE COMPLAINTS.
THE MANAGER SHALL BE RESPONSIBLE FOR RESPONDING TO ANY COMPLAINTS REGARDING CONSTRUCTION NOISE AND FOR
COORDINATING WITH THE ADJACENT LAND USES. THE MANAGER SHALL DETERMINE THE CAUSE OF ANY COMPLAINTS AND
COORDINATE WITH THE CONSTRUCTION TEAM TO IMPLEMENT EFFECTIVE MEASURES (CONSIDERED TECHNICALLY AND
ECONOMICALLY FEASIBLE) WARRANTED TO CORRECT THE PROBLEM. THE TELEPHONE NUMBER OF THE ON-SITE COMPLAINT AND
ENFORCEMENT MANAGER SHALL BE POSTED AT THE CONSTRUCTION SITE AND PROVIDED TO NEIGHBORS IN A NOTIFICATION
LETTER. THE MANAGER SHALL BE TRAINED TO USE A SOUND LEVEL METER AND SHOULD BE AVAILABLE DURING ALL
CONSTRUCTION HOURS TO RESPOND TO COMPLAINTS.
MITIGATION MEASURE CR-4: TREATMENT OF ARCHAEOLOGICAL RESOURCES DISCOVERED DURING CONSTRUCTION
IF ARCHAEOLOGICAL MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, THE PIECE OF EQUIPMENT THAT
ENCOUNTERS THE MATERIALS MUST BE STOPPED, AND THE FIND INSPECTED BY A QUALIFIED ARCHAEOLOGIST, HIRED BY THE
CONTRACTOR BUT APPROVED BY THE TOWN, TO EVALUATE THE MATERIALS AND RECOMMEND APPROPRIATE TREATMENT.
PREHISTORIC ARCHAEOLOGICAL MATERIALS MIGHT INCLUDE OBSIDIAN AND CHERT FLAKED-STONE TOOLS (E.G., PROJECTILE POINTS,
KNIVES, SCRAPERS) OR TOOLMAKING DEBRIS; CULTURALLY DARKENED SOIL (“MIDDEN”) CONTAINING HEAT-AFFECTED ROCKS,
ARTIFACTS, OR SHELLFISH REMAINS; AND STONE MILLING EQUIPMENT (E.G., MORTARS, PESTLES, HANDSTONES, OR MILLING SLABS);
AND BATTERED STONE TOOLS, SUCH AS HAMMERSTONES AND PITTED STONES. HISTORIC PERIOD MATERIALS MIGHT INCLUDE STONE,
CONCRETE, OR ADOBE FOOTINGS AND WALLS; FILLED WELLS OR PRIVIES; AND DEPOSITS OF METAL, GLASS, AND/OR CERAMIC REFUSE.
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
25 November 2013 - 1:32 PM
Plotted by: Ben Langston
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 G-004.dwg
BL
Designer MJ
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
NONE
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
G-004
Sht
4
of
50

5. GENERAL NOTES
1.
2.
154' RE-SEED DISTURBED AREA
CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. (GAS AND IRRIGATION)
4.
96
CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF
VINEYARD UTILITIES, GASLINES AND IRRIGATION WITHIN PROPOSED
ALIGNMENT PRIOR TO CONSTRUCTION.
3.
96
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTING
RECYCLED WATER MAIN FOR CONNECTION WITH NEW MAIN.
CONTRACTOR TO FIELD VERIFY EXISTING GASLINE LOCATION PRIOR TO
CONSTRUCTION.
508' ASPHALT REPLACEMENT
STA. 29+03
GRADE BREAK
8" 22.5° BEND
STA. 28+04
8" 11.25° BEND
STA. 28+20
GRADE BREAK
8" 22.5° BEND
STA. 27+92
STA. 27+66
8" 11.25° BEND
STA. 27+46
8" 45° BEND
STA. 26+93
8" 90° BEND
88
STA. 26+41
8" GATE VALVE
92
STA. 26+38
EX. 8" RW
92
88
DEMOLITION
SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE
(APPROXIMATELY 3" THICK)
80
POSITIVE SLOPE
8" PVC C-900 RW LINE
S
IVE
SIT
PO
76
80
ELEVATION
84
3' MIN
COVER
84
3.36'
ELEVATION
(E) GROUND
2034 SF
450 SF
REMOVE AND REPLACE RIPRAP IN KIND PER DTL 4, SHEET C-505
E
LOP
CONSTRUCTION
CONNECT TO EXISTING RECYCLED WATERLINE PER
DTL. 1, SHEET C-505.
76
POSITIVE SLOPE
8" PVC C-900 RW LINE
1 EA
INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE
INSTALL 8" GATE VALVE, BOX AND COVER PER DTL 4, SHEET C-503
72
72
672 LF
1 EA
INSTALL ASPHALT REPLACEMENT PER DTL 2 SHEET C-503
RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH
68
26+00
27+00
28+00
29+00
31+00
30+00
226 SY
274 SY
68
33+00
32+00
PARCEL LINE (TYP.)
EDGE OF ROAD (TYP.)
27
28+00
LAND LANE
E
00'42"
N30° 4'
37.9
E
'52"
°57 0'
6
N1 0.0
2
12'00
"W
27+00 53.34'
N59°1
8'00"E
54.83
'
N42°48'00"E
40.00'
30+00
8" PVC
31+00
8" PVC
32+00
19'
4'
26
25
15' WIDE TEMP.
CONSTRUCTION
EASEMENT
EDGE OF
VINEYARD (TYP.)
24
N 29 °
26+38
8" PVC
N44°57'41"E
573.00' 29+00
GASLINE - APPROXIMATE
LOCATION
MATCHLINE STA 33+00
SEE DRAWING C-103
RECYCLED WATERLINE PROFILE - BERINGER
CONTROL POINTS
POINT #
NORTHING
EASTING
DESCRIPTION
21
1907538.98
6461319.99
APPROX. CONNECT TO EX. 8" RW
22
1907540.80
6461323.00
VALVE
23
1907566.97
6461367.13
8" 90° BEND
24
1907613.54
6461341.12
8" 45° BEND
25
1907632.10
6461346.77
8" 11.25° BEND
26
1907665.52
6461365.92
8" 11.25° BEND
27
1907694.87
6461393.10
8" DEFLECTION
22
21
23
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
HORIZONTAL 1"=40' 0
AT ORIGINAL SIZE
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
6 December 2013 - 6:35 PM
Plotted by: Aaron Foscato
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-101 to C-107.dwg
RS
40'
60'
80'
VERTICAL 1"=4'
AT ORIGINAL SIZE
RECYCLED WATERLINE PLAN - BERINGER
20'
2'
4'
6'
8'
Designer MJ
0
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-102
Sht
7
of
50

6. GENERAL NOTES
1.
2.
CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS
PRIOR TO CONSTRUCTION.
3.
96
CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF
VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO
CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY EXISTING GASLINE LOCATION PRIOR TO
CONSTRUCTION.
96
650' ASPHALT REPLACEMENT
92
92
88
88
DEMOLITION
(E) GROUND
84
80
80
POSITIVE SLOPE
2600 SF
ELEVATION
84
3' MIN
COVER
ELEVATION
SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE
(APPROXIMATELY 3" THICK)
8" PVC C-900 RW LINE
CONSTRUCTION
76
76
289 SY
72
68
650 LF
INSTALL ASPHALT REPLACEMENT PER DTL 2 SHEET C-503
72
INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE
68
39+50
33+00
34+00
35+00
36+00
38+00
37+00
39+00
RECYCLED WATERLINE PROFILE - BERINGER
8" PVC
35+00
34+00
36+00
8" PVC
15' WIDE TEMP.
CONSTRUCTION
EASEMENT
EDGE OF
VINEYARD (TYP.)
LAND LANE
GASLINE - APPROXIMATE
LOCATION
37+00
8" PVC
38+00
39+00
8" PVC
EDGE OF ROAD (TYP.)
MATCHLINE STA 39+50
SEE DRAWING C-104
PARCEL LINE (TYP.)
19'
MATCHLINE STA 33+00
SEE DRAWING C-102
CONTROL POINTS
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
HORIZONTAL 1"=40' 0
AT ORIGINAL SIZE
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
6 December 2013 - 6:38 PM
Plotted by: Aaron Foscato
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-101 to C-107.dwg
RS
40'
60'
80'
VERTICAL 1"=4'
AT ORIGINAL SIZE
RECYCLED WATERLINE PLAN - BERINGER
20'
2'
4'
6'
8'
Designer MJ
0
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-103
Sht
7
of
50

7. 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 SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS
PRIOR TO CONSTRUCTION.
96
STA. 54+70
8" 90° BEND
STA. 54+74
8" GATE VALVE
STA. 54+84
900' RE-SEED DISTURBED AREA
92
92
88
(E) GROUND
84
3' MIN
COVER
84
POSITIVE SLOPE
8" PVC C-900 RW LINE
80
DEMOLITION
ELEVATION
88
ELEVATION
CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF
VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO
CONSTRUCTION.
80
CONSTRUCTION
76
76
INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE
900 LF
INSTALL 8" GATE VALVE, BOX AND COVER PER DTL 4, SHEET C-503
72
48+50
50+00
51+00
52+00
53+00
54+00
55+00
56+00
57+00
1600 SY
RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH
72
49+00
1 EA
57+50
EDGE OF VINEYARD
ROAD (TYP.)
CONTROL POINTS
POINT #
50+00
51+00
52+00
8" PVC
53+00
6'
15' WIDE TEMP. CONSTRUCTION
EASEMENT (TYP.)
34
PARCEL LINE (TYP.)
36
DESCRIPTION
1909148.14
6461745.86
PVC RW LINE
1909622.29
6461345.81
8" 90° BEND
36
B6
EASTING
35
54+00
N40°09'18"W
1337.64'
13.5'
6'
8" PVC
5.5'
49+00
NORTHING
34
35
1909624.50
6461348.04
VALVE
55+00
SEE C-104
MATCHLINE STA 48+50
RECYCLED WATERLINE PROFILE - BERINGER
EDGE OF
VINEYARD (TYP.)
N45°18'29"E
917.44'
56+00
8" PVC
57+00
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
RECYCLED WATERLINE PLAN - BERINGER
Reuse of Documents
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
5 December 2013 - 1:57 PM
Plotted by: Ben Langston
Drawn
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-101 to C-107.dwg
RS
20'
40'
60'
80'
VERTICAL 1"=4'
AT ORIGINAL SIZE
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
Job
Project
Manager Director
HORIZONTAL 1"=40' 0
AT ORIGINAL SIZE
MATCHLINE STA 57+50
SEE C-106
2'
4'
6'
8'
Designer MJ
0
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-105
Sht
9
of
50

9. GENERAL NOTES
1.
CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF
VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO
CONSTRUCTION.
3.
CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS
PRIOR TO CONSTRUCTION.
STA. 64+02
STA. 63+91
8" GATE VALVE
STA. 63+88
8" 90° BEND
348' ASPHALT REPLACEMENT
92
92
88
3' MIN
COVER
3' MIN
COVER
(E) GROUND
84
84
POSITIVE SLOPE
POSITIVE SLOPE
ELEVATION
88
ELEVATION
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTING
RECYCLED WATER MAIN FOR CONNECTION WITH NEW MAIN..
2.
652' RE-SEED DISTURBED AREA
DEMOLITION
SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE
(APPROXIMATELY 3" THICK)
1392 SF
8" PVC C-900 RW LINE
80
80
76
76
57+50
58+00
59+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
CONSTRUCTION
67+50
INSTALL 8" C900 CLASS 150 PVC RECLAIMED WATERLINE
RECYCLED WATERLINE PROFILE - BERINGER
1000 LF
INSTALL 8" GATE VALVE, BOX AND COVER PER DTL 4, SHEET C-503
SEE C-107
MATCHLINE STA 67+50
1 EA
155 SY
INSTALL ASPHALT REPLACEMENT PER DTL 2 SHEET C-503
1159 SY
67+00 8" PVC
RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH
N44°42'35"W
665.48'
CONTROL POINTS
POINT #
DESCRIPTION
1910267.52
6461998.01
8" 90° BEND
38
1910269.19
6461996.36
VALVE
SEE C-105
MATCHLINE STA 57+50
8" PVC
65+00
66+00
EASTING
37
PARCEL LINE (TYP.)
NORTHING
15' WIDE TEMP. CONSTRUCTION
EASEMENT
B5
EDGE OF VINEYARD
ROAD (TYP.)
58+00
8" PVC
60+00
59+00
N45°18'29"E
917.44'
61+00
62+00
8" PVC
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
38
63+00
64+00
37
15' WIDE TEMP. CONSTRUCTION
EASEMENT
HORIZONTAL 1"=40' 0
AT ORIGINAL SIZE
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
6 December 2013 - 6:43 PM
Plotted by: Aaron Foscato
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-101 to C-107.dwg
RS
40'
60'
80'
VERTICAL 1"=4'
AT ORIGINAL SIZE
RECYCLED WATERLINE PLAN - BERINGER
20'
2'
4'
6'
8'
Designer MJ
0
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-106
Sht
10
of
50

10. 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. GATE VALVE
GENERAL NOTES
STA. 11+85
STA. 10+97
STA. 10+79
108
104
CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF
VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO
CONSTRUCTION.
3.
108
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTING
RECYCLED WATER MAIN FOR CONNECTION WITH NEW MAIN..
2.
112
STA. 10+45
6" 45° BEND
STA. 10+26
6" 45° BEND
STA. 10+05
EX. 6" RW
STA. 10+00
EX. 6" TEE
1.
CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS
PRIOR TO CONSTRUCTION.
4.
112
CONTRACTOR SHALL REMOVE AND RETURN TO OWNER THE TEMPORARY
RW SERVICE.
104
DEMOLITION
92
ELEVATION
STA. 11+85
6" PIPE DISCHARGE
DET. 2 SHT. C-501
STA. 11+30
6" PVC RW TO
6" DIP. RW
92
STA. 11+22
METERING VALVE
VAULT
96
STA. 11+04
6" 45° BEND
96
REMOVE AND RETURN TO OWNER EXISTING 6" RECYCLED
WATER LINE
100
STA. 10+65
6" 45° BEND
ELEVATION
100
143 LF
CONSTRUCTION
CONNECT TO EXISTING RECYCLED WATERLINE PER
DTL. 1, SHEET C-505.
1 EA
INSTALL 6" C-900 CLASS 150 PVC RECLAIMED WATERLINE
130 LF
INSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6,
SHEET C-502
84
2' MIN
COVER
1 EA
POLE W/SCADA PANEL, ANTENNA, AND SOLAR POWER SOURCE, SEE
DTL 1 SHEET I-102 (NPI)
(E) GROUND
84
1 EA
POND LEVEL MONITOR, INSTALL PER DTL 2, SHEET C-502
88
1 EA
DISCHARGE INTO POND PER DTL 2, SHEET C-501
88
1 EA
INSTALL 1" CONDUIT FROM METERING VALVE TO CONTROL PANEL
POSITIVE
SLOPE
80
INSTALL 1" CONDUIT FROM POND LEVEL JUNCTION BOX TO SCADA
CONTROL PANEL
80
6" PVC C-900 RW LINE
95 LF
45 LF
1 EA
SCADA PANEL INSTALLATION. SEE DTL 2 ON SHEET E-507 (NPI)
9+50
10+00
290 SY
RE-SEED DISTURBED AREA PER SPECIFICATIONS, 16' WIDTH
12+00
11+00
INSTALL 1/2" MINUS ROAD MIX GRAVEL (2" THICK) ENTIRE
WIDTH OF ROAD
EDGE OF VINEYARD
ROAD (TYP.)
32 SY
INSTALL 6" CLASS 350 DIP FOR RECLAIMED WATER
RECYCLED WATERLINE PROFILE - MONDAVI
55 LF
CONTROL POINTS
POINT #
NORTHING
EASTING
DESCRIPTION
44
1904991.69
6465137.91
APPROX. CONNECT TO EX. 6" RW
45
1904961.92
6465080.55
6" 45° BEND
46
1904978.14
6465029.33
6" 45° BEND
47
1904976.31
6465025.79
METER
48
1904953.79
6464982.41
6" DISCHARGE
MONDAVI POND
44
64.63'
6" PVC
S62°34'19"W
11
+0
0
45° BEND
C
PV
6"
3'
.7 1"W
53 5'4
2
2°
N7
10+00
45
48
52.86'
S62°34'19"W
11+67
47
TEMP. CONSTRUCTION
EASEMENT (TYP.)
45° BEND
46
HORIZONTAL 1"=40' 0
AT ORIGINAL SIZE
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
25 November 2013 - 1:36 PM
Plotted by: Ben Langston
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-108.dwg
BL/MC
40'
60'
80'
VERTICAL 1"=4'
AT ORIGINAL SIZE
RECYCLE WATERLINE PLAN - MONDAVI
20'
2'
4'
6'
8'
Designer MJ
0
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-108
Sht
12
of
50

12. GENERAL NOTES
1.
2.
CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS
PRIOR TO CONSTRUCTION.
3.
N
CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF
VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO
CONSTRUCTION.
CONTRACTOR SHALL VERIFY AVAILABILITY OF POWER FOR METERING
VALVE AND CONTROL PANEL. CONTRACTOR SHALL PROVIDE NEW SOLAR
POWER SOURCE PER DET. 1, SHEET I-103 AS NECESSARY.
DEMOLITION
SEE GENERAL NOTE 3.
49
REMOVE AND SALVAGE EXISTING METER AND VAULT
1 EA
10' WIDE TEMP.
CONSTRUCTION
EASEMENT (TYP.)
10' WIDE TEMP.
CONSTRUCTION
EASEMENT (TYP.)
CONSTRUCTION
SI L
OT
AD
IL
RA
A
N
OW TIO
' R OCA
35 . L
X
RO
PP
AP
1 EA
EQUIPMENT MOUNTING RACK. SEE DTL 1, SHEET E-506
1 EA
POLE MOUNTED SCADA ANTENNA, SEE DTL 2, SHEET I-102 (NPI)
N
OW TIO
2' R OCA
4
.L
OX
PR
1 EA
POND LEVEL MONITOR, INSTALL PER DTL 2, SHEET C-502
R
VE
INSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6,
SHEET C-502
1 EA
INSTALL 1" CONDUIT FROM METERING VALVE TO CONTROL PANEL
INSTALL 1" CONDUIT FROM POND LEVEL JUNCTION BOX TO SCADA
CONTROL PANEL
0
CHIMNEY ROCK POND IMPROVEMENTS
15
30
45
60'
362 LF
95 LF
POLE W/SCADA PANEL AND ANTENNA, SEE DTL 4 ON SHEET I-102 (NPI)
SCADA PANEL INSTALLATION. SEE DTL 4, SHEET E-507 (NPI)
SCALE 1"=30' AT ORIGINAL SIZE
1 EA
1 EA
RE-SEED DISTURBED AREA PER SPECIFICATIONS, 10' WIDTH
INSTALL RTU CABINET. SEE DETAILS 3 & 4, SHEET E-507 (NPI)
N
1 LS
CONNECT TO EXISTING 120V PANELBOARD. PROVIDE NEW
BREAKER AS NECESSARY
N
507 SY
1 LS
CONTROL POINTS
POINT #
DESCRIPTION
1902672.89
6471416.04
METER
SI L
10' WIDE TEMP.
CONSTRUCTION
EASEMENT (TYP.)
EASTING
49
CHIMNEY ROCK
NORTHING
R
VE
OT
AD
IL
RA
SEE LEFT
SEE ABOVE
SITE MAP
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
CHIMNEY ROCK POND
0
CHIMNEY ROCK POND IMPROVEMENTS
15
30
45
60'
SCALE 1"=30' AT ORIGINAL SIZE
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
25 November 2013 - 1:52 PM
Plotted by: Ben Langston
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-109.dwg
200
300
400'
SCALE 1"=200' AT ORIGINAL SIZE
Reuse of Documents
FINAL TOWN REVIEW NFC
100
0
BL/MC
Designer MJ
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-109
Sht
13
of
50

13. GENERAL NOTES
1.
CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF
VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO
CONSTRUCTION.
2.
CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS
PRIOR TO CONSTRUCTION.
DEMOLITION
SILVERADO TRAIL
REMOVE AND SALVAGE EXISTING METER AND VAULT
1 EA
CONSTRUCTION
INSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6,
SHEET C-502
POND LEVEL MONITOR, INSTALL PER DTL 2, SHEET C-502
1 EA
EQUIPMENT MOUNTING RACK. SEE DTL 1, SHEET E-506
1 EA
POLE MOUNTED SCADA ANTENNA, SEE DTL 2, SHEET I-102 (NPI)
CLOS DU VAL/REGUSCI POND
1 EA
1 EA
INSTALL 1" CONDUIT FROM METERING VALVE TO CONTROL PANEL
345 LF
INSTALL 1" CONDUIT FROM POND LEVEL JUNCTION BOX TO SCADA
CONTROL PANEL
40 LF
1 EA
SCADA PANEL INSTALLATION. SEE DTL 2 ON SHEET E-506 (NPI)
428 SY
EX. 6" PVC
RE-SEED DISTURBED AREA PER SPECIFICATIONS, 10' WIDTH
CONTROL POINTS
POINT #
NORTHING
EASTING
DESCRIPTION
50
1905056.06
6469820.50
METER
50
25' WIDE TEMP. CONSTRUCTION
EASEMENT (TYP.)
35'ROW
APPROX. LOCATION
42'ROW
APPROX. LOCATION
25' WIDE TEMP. CONSTRUCTION
EASEMENT (TYP.)
10' WIDE TEMP. CONSTRUCTION
EASEMENT (TYP.)
20
0
CLOS DU VAL/REGUSCI POND IMPROVEMENTS
40
60
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
80'
SCALE 1"=40' AT ORIGINAL SIZE
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
25 November 2013 - 2:04 PM
Plotted by: Ben Langston
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-110.dwg
BL/MC
Designer MJ
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-110
Sht
14
of
50

14. GENERAL NOTES
1.
CONTRACTOR SHALL COORDINATE WITH VINEYARD OWNER LOCATION OF
VINEYARD UTILITIES WITHIN PROPOSED ALIGNMENT PRIOR TO
CONSTRUCTION.
2.
CONTRACTOR SHALL POTHOLE AND LOCATE PRIVATE UTILITY LOCATIONS
PRIOR TO CONSTRUCTION.
3.
CONTRACTOR TO VERIFY PIPE SIZE AND MATERIAL IN THE FIELD.
4.
EXISTING GATE VALVES AT DEMOLITION KEYNOTE 8 ARE ABOVE GROUND
AT THIS LOCATION.
10' WIDE TEMP. CONSTRUCTION
EASEMENT
DEMOLITION
STAG'S LEAP WINE CELLARS POND
REMOVE AND SALVAGE EXISTING GATE VALVE.
2 EA
REMOVE AND SALVAGE EXISTING METER AND VAULT
1 EA
CONSTRUCTION
INSTALL METERING VALVE ASSEMBLY AND VAULT PER DTL 6,
SHEET C-502
POND LEVEL MONITOR, INSTALL PER DTL 2, SHEET C-502
1 EA
POLE MOUNTED SCADA ANTENNA, SEE DTL 2, SHEET I-102 (NPI)
1 EA
INSTALL 1" CONDUIT FROM METERING VALVE TO CONTROL PANEL
8 LF
INSTALL 1" CONDUIT FROM POND LEVEL JUNCTION BOX TO SCADA
CONTROL PANEL
20'x20' TEMP. CONSTRUCTION
EASEMENT
1 EA
POLE W/SCADA PANEL, ANTENNA, AND SOLAR POWER SOURCE, SEE
DTL 1 SHEET I-102 (NPI)
20'x20' TEMP. CONSTRUCTION
EASEMENT
1 EA
20 LF
SCADA PANEL INSTALLATION. SEE DTL 5 ON SHEET E-506 AND DTL 5
ON SHEET E-506 (NPI)
1 EA
156 SY
RE-SEED DISTURBED AREA PER SPECIFICATIONS, 10' WIDTH
STAG'S LEAP WINE CELLARS POND IMPROVEMENTS
CAP END OF TEE AND EXISTING PIPE
CONNECT EXISTING PIPES ONCE GATE VALVE HAS BEEN REMOVED
STAG'S LEAP
WINE CELLARS
2 EA
1 EA
SEE LEFT
CONTROL POINTS
POINT #
NORTHING
EASTING
DESCRIPTION
51
1906025.79
6469185.36
METER
51
20'x20' TEMP. CONSTRUCTION
EASEMENT
SILVE
T
RADO
T
RADO
RAIL
SILVE
RAIL
W
35' RO TION
A
X. LOC
APPRO
W
42' RO
ATION
X. LOC
PR O
AP
EX. 6"
PVC
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
SEE LEFT
STAG'S LEAP WINE CELLARS POND IMPROVEMENTS
0
15
30
45
60'
0
SITE MAP
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
6 December 2013 - 6:30 PM
Plotted by: Aaron Foscato
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-111.dwg
200
300
400'
SCALE 1"=200' AT ORIGINAL SIZE
SCALE 1"=30' AT ORIGINAL SIZE
FINAL TOWN REVIEW NFC
100
BL/MC
Designer MJ
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-111
Sht
15
of
50

15. GENERAL NOTES
LE
M
SETTLING
VAULTS
UTILITY BUILDING
DEMOLITION
REMOVE AND DISPOSE EXISTING BARB WIRE FENCE FROM LOCATION
"A" TO LOCATION "B"
LE
330 LF
20'x40' CONTRACTOR
OFFICE TRAILER LOCATION
FILTRATION
CONSTRUCTION
PANELBOARD B TO OPERATOR
1- 3/4" BURIED CONDUIT
W/ 2- #12 AND 1- #12 G
INSTALL 6' HIGH CHAIN LINK FENCE SEE DTL. 2 SHEET C-505
PANELBOARD B
350 LF
INSTALL 8-FIBER CABLE FROM MASTER RTU TO RTU R, FREE OF
SPLICES IN EXISTING CONDUIT (NPI)
AERATOR
653 LF
INSTALL CARD READER PEDESTAL AND CONDUIT TO
ACCESS CONTROL UNIT PER DETAILS 1-5, SHEET C-507
OPERATOR TO
PEDESTAL
1 - 3/4" BURIED
CONDUIT SPARE
1 LS
PROVIDE GATE OPERATOR PER DET 2 ON C-506
CONTROL BUILDING
1 LS
195 LF
INSTALL 2 - 3/4" CONDUITS. SEE DETAILS 6 & 7,
SHEET E-507 AND DETAILS 1 ,2 & 3, SHEET E-508.
ACCESS CONTROL UNIT FOR CCTV CAMERA AND GATE
OPERATOR CONTROL PROVIDED AND INSTALLED BY OTHERS
CONTRACTOR PARKING
AND LAYDOWN AREA
NPI
INSTALL AMERISTAR PASSPORT COMMERCIAL ROLL GATE PER
DETAILS 1-4, SHEET C-506.
SEE DRAWING C-115
FOR DETAIL IN THIS AREA
INSTALL 2-3/4" CONDUITS FROM GATE OPERATOR TO PEDESTAL
SEE SHEETS C-113,
C-114 AND E-101
FOR DETAIL IN
THIS AREA
PULL FIBER CABLE THROUGH
EXISTING 2" CONDUIT. FIELD
VERIFY EXISTING LOCATION.
1 LS
66 LF
EXISTING PULL BOX
OPERATOR TO PEDESTAL
1 - 3/4" BURIED CONDUIT
W/ 2 - #16 AND 1 - #12 G
1 - 3/4" BURIED CONDUIT SPARE
EXISTING PULL BOX
RECYCLED WATER
WET WELL PUMP
SAMPLING, ANALYZER, AND
PUMPING STATION AREA
0
TREATMENT PLANT SITE PLAN
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
1/7/14
100% SUBMITTAL
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
26 November 2013 - 5:04 PM
Plotted by: Ben Langston
20
30
40'
SCALE 1"=20' AT ORIGINAL SIZE
Reuse of Documents
No
10
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-112.dwg
BL
Designer MJ
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-112
Sht
16
of
50

16. GENERAL NOTES
DEMOLITION
SAWCUT, REMOVE AND DISPOSE ASPHALT CONCRETE
(APPROXIMATELY 4" THICK)
150 SF
REMOVE AND RETURN TO OWNER EXISTING 6" RECYCLED
WATER LINE
24 LF
REMOVE AND DISPOSE EXISTING FLOW METER AND BOX. REPLACE
WITH 6" PIPE
1 EA
CONSTRUCTION
R=15'
RECYCLED WATER WET WELL, SEE DTL 3, SHEET C-502
CHLORINE ANALYZER, SEE DTL 2 ON SHEET E-501
1 LS
RECYCLED WATER PUMP STATION UPGRADES, SEE SHEET M-301
WATER
1 EA
SAMPLING PUMP AND PIPING, SEE DETAILS 1 & 2, SHEET C-504
TREE LOCATION
1 LS
1 LS
WATER
INSTALL 6' HIGH CHAIN LINK FENCE SEE DTL. 2 SHEET C-505
* LF
INSTALL 6' HIGH CHAIN LINK DOUBLE GATE, 16' WIDTH,
SEE DTL. 2 SHEET C-505
1 EA
INSTALL REMOVABLE BOLLARD PER DTL 1, SHEET C-502
2 EA
INSTALL 4" ROLLED CURB AND GUTTER AT LOCATIONS SHOWN PER
TOWN OF YOUNTVILLE STANDARD DTL ST-4 WITH OPTIONAL POUR.
WATER
71 LF
INSTALL 4" ASPHALT PAVEMENT TURNOUT PER DTL 6,
SHEET C-503 IN LOCATIONS SHOWN
147 SY
4' CONCRETE CURB OPENING. SHAPE AND GRADE TO DRAIN
TOWARDS V-DITCH.
1 EA
INSTALL RIPRAP (D50=6") LINED V-DITCH 1' DEEP WITH 3:1
SIDE SLOPES. INCLUDES GEOTEXTILE LINER UNDER RIPRAP.
15 LF
INSTALL 6' HIGH CHAIN LINK MAN GATE, 4' WIDTH,
SEE DTL 2 SHEET C-505
INSTALL NEW BILCO DOOR AT RECYCLED WATER WET WELL PER
DETAILS 1 AND 2, SHEET S-104
*
1 LS
INSTALL "TRUCK FILL STATION HOURS OF OPERATION M-F, 8-4" SIGN.
ATTACH SIGN TO FENCE NEXT TO TRUCK FILL STATION.
REFER TO SHEET
C-114 FOR PIPING
PLAN
1 EA
1 EA
QUANTITY IS REFLECTED ON SHEET C-112
CONTROL POINTS
POINT #
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
25 November 2013 - 3:23 PM
Plotted by: Ben Langston
Drawn
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-113.dwg
EP
1905678.93
6458550.02
99.16
BOC
1905668.29
6458531.64
99.05
BOC
1905657.65
6458513.26
98.95
BOC
1905658.81
6458510.28
98.57
FL
1905644.22
6458518.79
97.00
FL
1905639.10
6458521.78
96.00
FL
1905655.08
6458508.78
98.95
BOC
1905660.66
6458488.61
99.70
BOC
1905662.78
6458487.45
EXISTING
EP
1905664.63
6458486.40
EXISTING
SAWCUT
1905685.95
6458523.23
EXISTING
SAWCUT
1905690.92
6458552.38
EX FENCE
1905687.77
6458546.77
FENCE
77
1905686.36
6458546.37
FENCE
78
1905678.56
6458550.88
FENCE
79
1905676.35
6458547.07
4' PED. GATE
80
1905664.63
6458526.91
16' DBL. GATE CL
81
1905658.91
6458516.94
FENCE
1905656.51
6458518.32
FENCE
83
No
98.87
82
Job
Project
Manager Director
6458548.78
76
5/24/13
1905681.10
75
100% SUBMITTAL
EP
74
1/7/14
98.93
73
FINAL TOWN REVIEW NFC
6458545.83
72
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
1905686.30
71
Designer MJ
EP
70
BL
EXISTING
69
Drawn
6458549.22
68
Reuse of Documents
1905698.67
67
SCALE 1"=5' AT ORIGINAL SIZE
SAWCUT
66
TREATMENT PLANT DEMOLITION, GRADING AND PAVING PLAN
EXISTING
65
10'
6458548.22
64
7.5
1905700.41
63
5
DESCRIPTION
62
2.5
ELEV.
61
0
EASTING
60
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
NORTHING
1905652.24
6458510.92
FENCE
84
1905661.34
6458500.36
FENCE
85
1905646.37
6458473.91
FENCE
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-113
Sht
17
of
50

17. GENERAL NOTES
DEMOLITION
CONSTRUCTION
INSTALL TRUCK FILL STATION AND 4" METER, SEE DTL 1, SHEET
C-503
1 LS
INSTALL AIR RELEASE AND 4" CAST IRON SWING CHECK VALVE PER
DTL 5, SHEET C-502
1 EA
INSTALL 4" FLOW METER AND VAULT PER DTL 4, SHEET C-502
3 EA
INSTALL 4" GATE VALVE, BOX AND COVER PER DTL 4, SHEET C-503
4 EA
INSTALL 6" X 4" REDUCER (NPI)
4 EA
INSTALL MJ 4" X 4" X 4" TEE (NPI)
2 EA
90 LF
INSTALL 4" CLASS 350 DIP FOR RECLAIMED WATER
INSTALL 4" 90° BEND (NPI)
CONNECT TO EXISTING PIPE WITH TRANSITION COUPLING
4 EA
WATER
4"RW
WATER
3 EA
WATER
4"RW
TREATMENT PLANT PIPING PLAN
0
2.5
5
7.5
10'
SCALE 1"=5' AT ORIGINAL SIZE
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
25 November 2013 - 3:28 PM
Plotted by: Ben Langston
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-114.dwg
BL
Designer MJ
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-114
Sht
18
of
50

18. GENERAL NOTES
LE
M
DEMOLITION
REMOVE AND DISPOSE OF EXISTING VALVE ACTUATOR
2 EA
REMOVE AND DISPOSE OF EXISTING BUTTERFLY VALVE
1 EA
REMOVE AND DISPOSE EXISTING TRICKLING FILTER
SUCTION LINE
4 EA
EXISTING
PANELBOARD D & E
EXISTING
SWITCHBOARD B
CONSTRUCTION
UTILITY BUILDING
INSTALL NEW BUTTERFLY VALVE PER DETAILS 4 & 5, SHEET C-504
INSTALL NEW VALVE ACTUATOR AND VALVE EXTENSION PER DETAILS
4 & 5, SHEET C-504.
1 LS
INSTALL NEW 1-1/4" SCHEDULE 80 PVC WATER LINE THREADED INTO
EXISTING RECLAIMED WATERLINE PER DTL 5, SHEET C-503.
RW
1 LS
INSTALL NEW CHLORINE ANALYZER AND PUMP, PER DTL 3 AND DTL 6
ON SHEET C-504
OPERATOR
INTERFACE
TERMINAL
1 LS
INSTALL 2ND SODIUM BISULFATE INJECTOR PUMP PER DTL 4, SHEET
C-501
EXISTING
MANHOLE
2 EA
FUZZY FILTER UPGRADES PER SECTION 11995 OF THE
SPECIFICATIONS
EXISTING
MULTITRONICS
FLOW METER
1 EA
50 LF
INSTALL NEW ULTRASONIC LEVEL SENSOR,
SEE DTL 5,SHEET E-505
LE
2 EA
1 LS
INSTALL 8-FIBER CABLE FROM MASTER RTU TO RTU R, FREE OF
SPLICES IN EXISTING CONDUIT (NPI)
RW
1 LS
INSTALL RTU U, SEE DTL 2, SHEET E-400 (NPI)
20X40 CONTRACTOR
OFFCE TRAILER LOCATION
1 LS
INSTALL MASTER RTU, SEE SHEET E-400 (NPI)
RW
INSTALL CAT6 ETHERNET CONNECTION BETWEEN RTU U AND
MASTER RTU IN EXISTING CONDUIT (NPI)
* LF
INSTALL NEW GRATING AND ALUMINUM SUPPORT
BEAMS, CONNECTIONS, ETC. AT TRICKLING FILTER
VALVE VAULTS SEE SHEET S-103
1 LS
1 LS
TRICKLING FILTER WET WELL PIPE REPLACEMENTS,
PER DTL 3, SHEET C-505
RW
INSTALL NEW BILCO DOOR AT TRICKLING FILTER WET WELLS
SEE SHEET S-104
1 LS
1 EA
INSTALL CATWALK IN EXISTING WETWELL PER DTL 2, SHEET S-102
2 EA
QUANTITY IS REFLECTED ON SHEET C-112
RW
*
* LF
INSTALL 1 1/4" STAINLESS STEEL FOOT VALVE PER DTL 5,
SHEET C-503
RW
INSTALL 2 - 3/4" CONDUITS. SEE DETAILS 6 & 7,
SHEET E-507 AND DETAILS 1 ,2 & 3, SHEET E-508.
RW
EXISTING
PANELBOARD B
CONTROL
BUILDING
CONTRACTOR PARKING
AND LAYDOWN AREA
RW
LOCATION OF EXISTING UTILITIES AND
STRUCTURES ARE FROM THE BEST INFORMATION
AVAILABLE. EXACT LOCATION AND
COMPLETENESS ARE NOT GUARANTEED.
CONTACTOR SHALL NOTIFY UNDERGROUND
SERVICES ALERT (800) 227-2600 A MINIMUM OF 48
HOURS PRIOR TO ANY EXCAVATION AND
POTHOLE FOR EXACT LOCATION.
0
TREATMENT PLANT SITE PLAN
5
10
15
20'
SCALE 1"=10' AT ORIGINAL SIZE
Reuse of Documents
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
100% SUBMITTAL
No
1/7/14
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
25 November 2013 - 3:33 PM
Plotted by: Ben Langston
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-115.dwg
BL
Designer MJ
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ/RG
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-115
Sht
19
of
50

19. 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)
FLEXIBLE CONDUIT FROM JUNCTION BOX
TO 5' PAST LOW WATER MARK,18"
MINIMUM SUNLIGHT (UV) RESISTANT FOR
EXTERIOR APPLICATIONS
(FOR CLOS DU VAL SITE ONLY)
4"
PROVIDE WIRE TIE TO SUPPORT
MANUFACTURERS CABLE FROM
GALVANIZED WIRE CABLE
4.0'
TO CONTROL
MANUFACTURE CABLE FOR
LEVEL SENSOR
CONCRETE
MIN.
SCALE : NTS
CHRISTY N48 UTILITY BOX 30" X 48" WITH A
2PC. TRAFFIC RATED STEEL CHECKER
PLATE. PROVIDE EXTRUSIONS AS NEEDED
TO REACH EXISTING PIPE DEPTH.
POND EMBANKMENT
INSTALL 4" ENDRESS HAUSER
PROLINE PROMAG 53W
ELECTROMAGNETIC FLOW METER
DETECTOR WITH REMOTE READOUT
0'-6"
STAINLESS STEEL
CABLE GRIP WIRE
HARNESS
6" ABS PIPE WITH
CARBON BLACK
0'-6"
OUTSIDE OF PIPE
SHALL INCLUDE
PAINTED LEVEL
MARKINGS
BEGIN HOLES 3-FEET
ABOVE BOTTOM
REMOVABLE BOLLARD
316 STAINLESS
STEEL QUICK
LINK
4" DIAMETER
CONCRETE 12" DEEP
SUBMERSIBLE LEVEL
TRANSDUCER CABLE
5-GALLON BUCKET
FILLED WITH CONCRETE
MATCH EXISTING
4" DIP
PIPE CAP
2
WET WELL - PLAN VIEW
16'
CABLES
REMOVE EXISTING
MANHOLE LID AND INSTALL
BILCO DOOR PER
STRUCTURAL SHEETS
LEVEL MONITOR
MOUNT JUNCTION BOX ON
EMBANKMENT. LENGTH OF
SUBMERSED CABLE TO BE FIELD
VERIFIED AND IS SITE SPECIFIC.
LEVEL SENSOR
INSTALL FLYGT
MODEL CS 3085 MT
3"/3" SUBMERSIBLE
PUMP. ATTACH AND
WIRE A LOW LEVEL
INDICATOR FLOAT
SWITCH.
INSTALL 4" CLASS 350 DIP
DISCHARGE PIPE
NOTE:
FLEXIBLE COUPLING
ADAPTOR (TYP)
-
1'-2"
ATTACH 1/8" Ø
GALVANIZED WIRE CABLE
TO ABS PIPE AND
JUNCTION BOX BASE
INSTALL ANCHORS (4) 5GALLON BUCKETS FILLED
WITH CONCRETE ON
OPPOSITE SIDES OF POLE
WITH EMBEDDED 316
STAINLESS STEEL
EYE-BOLT
16"Ø
1
SUBMERGED
CABLE
(4) 1/8" Ø STAINLESS STEEL
CABLES
MIN.
3'-0"
6"
HIGH WATER
16'
1"
FINISH GRADE
316 STAINLESS STEEL 1/2"
EYE-BOLT. EMBED BOLT 6"
INTO CONCRETE
A
4.0'
SEE CABLE GRIP ANCHOR
AND DETAIL BELOW
SLOPE ALL AROUND
1'-3"
(4) ATTACH CABLES TO
PIPE WITH STAINLESS
STEEL STRAPPING AND
HARDWARE
4'-0'
3'-0"
TRAFFICGUARD
LOCKING ROUND POST
"RPL4" BOLLARD OR
APPROVED EQUAL
3'-0"
ANCHOR BUCKETS
LEVEL MONITOR
ANCHOR LAYOUT PLAN
INSTALL 4" UNION
FITTING
SCALE : NTS
ELECTRICAL CONDUIT
ENTRY INTO WET WELL PER
DETAIL 3, SHEET E-505.
PROVIDE CONDUIT AND
CONDUCTORS AS
IDENTIFIED ON SHEET E-200
PENETRATE THROUGH WET
WELL AND INSTALL 4" CLASS
350 DIP DISCHARGE PIPE
4" WATTS MODEL 97FB-CIB
BASKET STRAINER OR
APPROVED EQUAL
8" AB BASE
4
COUPLING
CONC UTILITY BOX
(CHRISTY 48"x30")
FLOW METER VAULT
8" (TYP.)
(E) 16" TE
(E) 16" TE
TO OUTFALL
METERING
BOX (E)
ADJUSTABLE PIPE
SUPPORT PER
SCALE : NTS
7
CHRISTY N48 UTILITY BOX
30" X 48" WITH A 2PC.
TRAFFIC RATED STEEL
CHECKER PLATE
1" BRASS NIPPLE
1" BRASS BALL VALVE
1" DOUBLE STRAP
TAPPING SADDLE
4" DIP
FLEXIBLE
CONDUIT
3" CLASS 350 DIP DISCHARGE
PIPE. ATTACH PIPE TO WALL
OF WET WELL WITH ST. STL.
BRACKETS.
TO SCADA
4" GATE VALVE BOX
AND COVER (TYP)
PRECAST VAULT
INSTALL AND WIRE
LOW FLOW INDICATOR
FLOAT SWITCH
(E) DUCTILE IRON
FROM
DISTRIBUTION
SYSTEM
MATCH EXISTING
INSTALL 4" CAST IRON
SWING CHECK VALVE
J-BOX
4" GATE VALVE BOX
AND COVER (TYP)
TO STORAGE
POND
6" MIN
STEEL PIPE AND FITTINGS
(SIZED TO MATCH VALVE
OUTLET)
EXTEND TO 4" BELOW THE
CENTERLINE OF THE MAIN
LINE COVER END WITH 16
MESH S.S. SCREEN
COMBINATION AIR VALVE
OR AIR RELEASE VALVE
E-503
FLEXIBLE COUPLING
ADAPTOR (TYP)
4" RESTRAINED FLEX
COUPLING (TYP.)
4" CLAVAL MODEL 133-01
METERING VALVE OR
APPROVED EQUAL
COATING PER 09800
INSTALL FLYGT MODEL CS
3085 MT 3"/3" SUBMERSIBLE
PUMP
(E) DUCTILE IRON
REDUCER SIZE
VARIES (TYP)
TO OUTFALL
METERING
BOX (E)
6"
8" AB BASE
1'x1'x1' CONC. FOOTER
DUCTILE IRON PIPE
DIP PIPE
FLEXIBLE COUPLING
ADAPTOR (TYP)
5
AIR RELEASE/CHECK VALVE VAULT
6
SCALE : NTS
METERING VALVE VAULT
SUPPORT VALVES IN BOX WITH
BRICKS OR REDWOOD BLOCKS
UNDER FLANGES.
Drawn
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GHD Inc. and shall not be reused in whole or
in part for any other project without GHD Inc.'s written
authorization. © GHD Inc. 2012
FINAL TOWN REVIEW NFC
1/7/14
100% SUBMITTAL
5/24/13
Revision
Plot Date:
Note: * indicates signatures on original issue of drawing or last revision of drawing
27 November 2013 - 3:07 PM
Plotted by: Ben Langston
Drawn
Job
Project
Manager Director
Cad File No:
Date
N:USSanta RosaProjects12027 - The Town of Yountville12027-11-001 Recycled Water Expansion Project06-CADSheets1202711001 C-502.dwg
3
SCALE : NTS
Reuse of Documents
No
WET WELL - SECTION A
NOTE:
8" AB BASE
BL/MC
Designer MJ
RECYCLED WATER WET WELL
SCALE : NTS
Client
Project
Drafting SD
Check
GHD Inc.
2235 Mercury Way Suite 150 Santa Rosa California 95407 USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
Design
Check
WZ
Approved
(Project Director)
JANUARY 2014
Date
Scale
AS SHOWN
This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Title
Contract No.
Original Size
C-502
Sht
21
of
50

21. 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