ATCH 3 - 5091 Solano Ave Project Plans — Napa City Council, June 18, 2024

106
107
107
107
107
106
106
106
106
107
107
107
3/4 " IRON PIPE
WITH CAP LS 8772

2.6'

1.8'

6.4'

2.6'

1.8'

6.4'

BOCCE BALL

COURT, SLP

COURTYARD

OUTDOOR
LIVING
ROOM
EAST
EVENT
LAWN

HOTEL RECEPTION

AND RETAIL

BUILDING

RESTAURANT
TRASH

ENCLOSURE

ELECTRICAL/

LAUNDRY
ROOM

BUILDING 'R'

BUILDING 'B'

HOTEL ROOMS
BUILDING 'H1'

BUILDING 'B'
DINING

TERRACE

WATER FEATURE
PA

ELEVATOR

BICYCLE

PARKING
DINING

TERRACE

COURTYARD

BOCCE BALL

COURT, SLP

WATER FEATURE
UD

UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD
UD

SD SD SD
SD SD
SD
SD
SD
SD
DW
INV 107.65 INV 108.02
INV 108.50
INV 108.14
GRS
GRS
GRS
GRS
SS

E E E E E E E E E E E E E E E E E
COMM
COMM
COMM
COMM
COMM
E
SS
SS
SS
SS

SS SS SS SS SS SS SS SS SS SS SS SS
SS
SSSS
SS
SS
SS
SS

SS SS SS SS SS SS
SSFM
SSFM
SSFM

SSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFM
SSFM
SSFM

SSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFM

SSFM SSFM SSFM SSFM SSFM

DW DW DW
SS

SSSSSSSSSSSSSSSSSSSS

SSFMSSFMSSFM

SSFMSSFM
SS
COMM
SD

SSFM SSFM

PROPERTY LINE
E
E
E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
E
E
E

EEEEEEEEEEEEEEEEE
E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD

SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD
SD
SD
SD
DS
DS
DS
DS
SD
12" DIA OVERFLOW DI #34
RIM 104.64
SD INV 104.39
10" SD 20 LF
4" SD 8 LF
8" SD 50 LF
10" SD 37 LF
6" SD 21 LF
4" UD 51 LF
8" SD 33 LF
4" SD 8 LF,
S=2%
4" SD 8 LF
INV 106.6
INV 106.76INV 106.95

UDUDUDUDUDUDUD
SDCO
12" SD 163 LF
SD
SD
SD
SD
INV 107.80

UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD
SDCO
INV 104.64 4" UD 128 LF
INV 106.90
PD

PD PD PD PD PD PD PD PD PD PD PD PD PD
SDMH #5
48" DIA MH W/ 24" DIA LID
4" SD (IN) INV 103.75
10" SD (IN) INV 103.75
18" SD S (IN) INV103.75
18" SD N (OUT) INV 103.75
DW
COMM
COMM
COMM
E
E

COMM COMM COMM COMM COMM COMM COMM
EEEEEE
DW
DW
DW
DW
SD SD
DS
DS
DS
DS
DS DS

SD SD SD SD SD SD SD SD
DS
SD
SD SD
SD
INV 107.26
DS
SD
E
E
E
E
E

PDPDPDPDPDPDPDPDPD

DAYLIGHT WALL DRAIN

TO SURFACE OUTLET
6" SD 8 LF
12" X 12" DI #31
18" X 18" BOX
RIM 109.5
4" SD (IN) INV 107.50
10" SD (IN) INV 104.11
12" SD (OUT) INV 104.09
INV 106.6
4" SD 8 LF,
S=2%
INV 106.76
4" SD 9 LF,
S=2%
INV UD 108.29
INV SD 107.68
SD
6" AD SD
SD
SDSDSDSDSD 6" SD 41

UD UD UD UD
UD

UD UD UD

UDUDUDUDUDUDUDUDUDUDUDUDUD
E
COMM
COMM
COMM
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
SD
SD
SD
DS
E
E
E
E
E
E
E
E
EEE
INV 107.71
INV 108.39
12" X 12" DI #35
RIM 110.55
8" SD (IN) INV 107.99
8" SD (OUT) INV 107.97
12"x12" DI #30
RIM 110.5
10" SD (IN) INV
10" SD INV 104.47

SD SD SD SD SD SD SD SD
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

SDSDSDSD

SD SD SD SD SD SD SD
SD
E
E
E
E
E
E
E
E
E
SD
SD
SD
SD
6" SD 34 LF
6" SD 45
INV 107.68
INV 107.60
SDSD
SD
SD 4" SD 17 LF
INV 107.68

DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW
DW DW
DW
4" SD 24 LF
6" SD 28 LF
INV 107.68
INV 107.52
UD INV
109.83 UD INV
109.73
UD INV
107.80
SDSD
SD
6" SD
INV 107.17
DI #4
RIM 107.66
6" SD (IN) INV 104.45
12" SD (IN) INV 103.29
18" SD (IN) INV 103.29
18" SD (OUT) INV 103.29
SD

UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD SDCO
6" AD
6" AD
6" AD
6" AD
15" SD 23 LF
SDMH #1
48" DIA MH W/ 24" DIA LID
RIM 108.18
18" SD N (IN) INV 102.99
18" SD S (IN) INV102.99
15" SD (IN) 103.40
18" SD (OUT) INV 102.99
SD SD
INV 104.11
NPW
JT

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT NP FS
NP FS

JTJTJTJTJT
JTJTJT
JTJTJT

JTJTJTJTJTJT
JT JT
JTJT
2 " DW
2 x 3" DW LINES
SSCO
SSCO
SSCO
SSCO
SSCO

SSCO SSCO
SSCO
8 8
5 8
8 8
14 16
10 12
15 20
20 20
13 17
4" NP FS
4" NP FS
4" NP FS
6" NP FS

2.5" NPW

1.5" DW

1.25" NPW

1.5" DW
3/4"
S
SS
SS
SSCO
SSCO
SSCO
SSCO
E E E
E
E
E
E
E
E
E

E E E E E
2 1 2
19 5

SD UD UD UD UD UD UD UD
6" SD 125 LF, S=2.2%
4" UD 41 LF
SDCO
INV 106.43
INV 106.95
INV 108.68
8" SD 97 LF
12"x12" JB #33
RIM 109.80
4" SD (IN NE) INV 108.56
6" SD (IN NW) INV 106.47
6" SD (IN SW) INV 106.47
8" SD (IN NW) INV 106.47
12" SD (OUT) INV 106.45

SD SD SD SD SD SD SD SD
SD
4" SD 8 LF,
S=4%
4" SD 6 LF,
S=2%
6" SD INV 107.09

SDSDSDSDSDSDSDSD
SDSDSD
12" X 12" DI #32
RIM 110.55
8" SD (IN NW) INV 107.21
8" SD (IN N) INV 107.21
8" SD (OUT) INV 106.95

SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD

SDSDSDSDSDSDSDSDSDSDSD
INV 106.6

SDSDSDSD

SDSDSDSDSDSDSDSDSDSDSDSD
INV 108.68
8" SD 20 LF
INV 107.46

SDSDSDSDSD
8" SD 16 LF8" SD 30 LF
SD
SD
SDSDSD
INV 107.31 INV 107.54
SD SD
6" AD
INV 107.63
4" SD 8 LFSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDCO
INV 107.53
E
8" SD 52 LF, S=1.5%
2" NPW
DSSDSD
4" SD 22 LF
26 1.25" DW
SDCO
DS
4" SD 15 LF

10.0' SETBACK

DWDWDWDW

DWDWDWDWDW
DW DW
DW DW

DW DW DW
DW

KEYNOTES
50,000 GALLON NPW STORAGE TANK FOR FIRE PROTECTION AND IRRIGATION STORAGE PER A/C7.6

POWER POLE, SEP

FLOAT CONTROL VALVE TO FILL WATER STORAGE TANK, ONE VALVE PER WATER SUPPLY LINE PER F/C7.5
AIR GAP MANHOLE, SEE DETAIL E/C7.5

WASTEWATER TREATMENT TANK, SWWP
40,000 GALLON DOMESTIC WATER STORAGE TANK PER B/C7.6
FIRE PUMP VAULT PER A/C7.6

SWWP FOR EQUIPMENT LAYOUT, DETAILS, PIPE SIZES AND INVERTS

NPW SUBSURFACE INFILTRATION LEACHFIELD, SWWP

FINAL DRAINAGE LOCATION TO BE VERIFIED BY THE LANDSCAPE ARCHITECT CONNECT UD TO SD AT SDCO PER C/C7.2

OUTLET TD TO SWALE

SOLAR INVERTER BY OTHERS

REDUCE PRESSURE BACKFLOW PREVENTER PER THE CITY OF NAPA STANDARD DETAIL W-6A. OWNER SHALL TEST THE BACKFLOW DEVICE ONCE A YEAR FOR THE

LIFE OF THE WATER SERVICE OR AS REQUIRED PER CITY AND STATE REGULATIONS

INSTALL WALL SUBDRAIN PER GEOTECHNICAL ENGINEER'S SPECIFICATIONS CONNECT TO (E) WATER SERVICE METER PER CITY OF NAPA STANDARDS W-1.

REPLACE METER WITH AN ULTRASONIC METER SUPPLY BY THE CITY OF NAPA AT THE

OWNER'S EXPENSE

REFER TO POOL CONSULTANT PLANS FOR UTILITIES IN THIS AREA PROVIDE BOLLARD PROTECTION PER A/C7.5 AND THE FIRE DEPARTMENT ACCESS

AND PROTECTION REQUIREMENTS
ALL MONUMENTS SHALL BE PROTECTED PER THE MONUMENT NOTE 1 ON SHEET C0.1

FOUNDATION UNDERDRAINS SHALL BE INSTALLED PER THE GEOTECHNICAL ENGINEERS RECOMMENDATION. CONNECT TO SD WHERE SHOWN. ALL SUBDRAINS SHALL BE CONVEYED SEPARATELY FROM THE DRAINAGE NETWORK. 4" SDR 35 PVC AIR VENT LINE TO BE VENTED THROUGH THE BUILDING PER PLUMBING

ENGINEER'S REQUIREMENTS
LEVEL SENSOR FOR FLOAT CONTROL VALVE PER DETAIL C/C7.6
STUB UP TWO (2) 2" DW LINES WITHIN UTILITY BOX FOR FUTURE CONNECTION.

UTILITY BOX SHALL BE INSTALLED PER F/C7.5
25 FT MIN SEPARATION BETWEEN UNDER DRAINS AND SEWER LINES, REFER TO THE

WW PLANS FOR UTILITY SETBACKS
NSF DOMESTIC WATER PUMP VAULT PER B/C7.6
UTILITY CROSSING PER DETAIL G/C7.4 AND CITY OF NAPA WATER LINE CROSSING PER STD DETAIL 22B
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26

UTILITY LEGEND
SDCO

SD SD SD SD

PD PD PD PD
(P) AREA DRAIN PER A/C7.2
(P) DRAIN INLET/JUNCTION BOX
PER C/7.3. JB-UD INCLUDE 12"

MIN BOTTOM SUMP
(P) TRENCH DRAIN PER E/C7.4
(P) SD CLEAN OUT PER D/C7.2
(P) ROCK INLET/OUTLET
PROTECTION PER A/C7.3
OR B/C7.3
(P) STORM DRAIN PIPE PER NOTE 5/C4.0
(P) PERIMETER DRAIN PER G/C7.2
DS
(P) FIRE DEPARTMENT
CONNECTION (SEE NOTE 6/C4.0)
(P) FIRE HYDRANT
PER B/C7.5
(P) DOWNSPOUT
CONNECTION PER E/C7.2
(P) THRUST BLOCK PER
D/C7.5
(P) WATER PIPEDW DW DW DW

NPW NPW NPW (P) NON-POTABLE WATER PIPE
(P) UTILITY POC, SPP

SSFM SSFM SSFM SSFM

SS SS SS SS

GRS GRS GRS GRS
(P) SEWER FORCE MAIN
(P) SEWER PIPE PER NOTE 4/C4.0
(P) SEWER CLEANOUT
(SEE NOTE 4/C4.0)
SSCO
(P) GREASE WASTEWATER LINE PER NOTE 4/C4.0

E E E E

G G G G
(P) ELECTRIC TRENCH, SEP
(E) UTILITY POLE
(P) GAS TRENCH, SPP
(E) ELECTRIC TRENCH
(E) GAS TRENCH
AD
DI
TD
JB
(P) SS LIFT STATION,
(SEE NOTE 4/C4.0)SS
UD UD UD UD (P) UNDER DRAIN PIPE PER NOTE 5/C4.0
(P) SLOT DRAIN PER F/C7.4SD
1 2
3 4
(P) SS GRAVITY

MAINTENANCE HOLE
(SEE NOTE 4/C4.0)
5 (P) 2" NON-POTABLE IRRIGATION PIPE
(P) 6" NON-POTABLE FIRE SPRINKLER MAIN LINE

NP FH NP FH NP FH NP FH

NP IRR NP IRR NP IRR
(P) 10" NON-POTABLE FIRE HYDRANT PIPE

NP FS NP FS NP FS NP FS
(P) JOINT TRENCHJT JT
(E) WATER PIPE (CONFIRM SIZE)
www.sherwoodengineers.com
2548 Mission Street
San Francisco, CA 94110
Note: If this graphic scale does not equal 1", this sheet has been modified from its original size.

SCALE:

PROJECT NO.

DATE
DRAWN

DESIGNED

CHECKED
DRAWING NO .
0 1"

REVISIONDATENO
2 08/15/2023 GRAD PERMIT REVS
The designs and concepts shown are the sole property of Sherwood Design Engineers and may not be used without
the prior written consent of Sherwood Design Engineers
©2020 Sherwood Design Engineers
OF
é
é
3 10/10/2023 GRAD PERMIT REVS
4 12/22/2023 BLDG PERMIT REVS
5 04/11/2024 BLDG, WTR, ENV

PERMIT REVS
C4.3 UTILITY PLAN -

NORTHEAST

14 26
1" = 10'
05/19/2023
VHT
CN
CN/MH

KNOLL HOUSE
20-174

BUILDING PERMIT

OAK KNOLL RESORT LLC
5091 SOLANO AVENUE

NAPA, CA
1 06/30/2023 GRAD PERMIT REVS
P:\2020\20-174_Oak_Knoll\03_Design\01_CAD\04_BUILDING PERMIT\VHT-C4.0 UTILITY PLAN.dwg,C4.3,Vincent Hart-Tinsley,5/14/2024 12:01:09 PM,ARCH full bleed D (36.00 x 24.00 Inches),1:1 MATCHLINE C4.2
MATCHLINE C4.4

UTILITY PLAN - NORTHEAST
SCALE: 1" = 10'
0 5' 10' 20'
5 5
North

Page 1 of 2 ends

ATTACHMENT 3
108
108
108

BUILDING 'W'

OAK KNOLL AVENUE W
SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
FH

UGE UGE UGE UGE UGE UGE UGE

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

E E E E E E E E E E E E E E E E

SS SS SS

E E E E
E
COMM
COMM

E E E E E E E E E E E E E E

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

SSFMSSFMSSFMSSFMSSFMSSFM
SSFM
SSFM

SSFMSSFMSSFMSSFMSSFMSSFM
SSFM

SSFMSSFM

SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM

SSFMSSFMSSFM

SSFMSSFMSSFM
SSFM

SSFMSSFM
SSFM

UD UD UD UD UD UD UD UD UD UD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSD

REFER TO JOINT

TRENCH PLANS

PREPARED BY

GIACALONE

REFER TO JOINT

TRENCH PLANS

PREPARED BY

GIACALONE
18" SD 119 LF
12"x12" DI #60
RIM 107.88
FL 107.38
8" SD INV 104.38
24" DIA DI #20
RIM 108.32
4" SD (IN) INV 107.50
15" SD (IN) INV 103.51
15" SD (OUT) INV 103.51
18" SD INV 103.88
18" SD 61 LF
8" SD 47 LF S~0.5%
8" SD 196 LF

E E E E E E E E E E E E E E E E E E
E

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 24" DIA DI #21
RIM 110.05
6" SD (IN) INV 107.07
8" SD (IN) INV 104.13
15" SD (OUT) INV 104.11
15" SD 121 LF

DW DW DW DW DW DW
DS

SS SS SS

SS SS SS SS SS SS

SS SS SS SS SS SS
E
SD INV 107.58
SD
SD
SD
SD
SD
SD
INV 107.26

UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UDSDCO
4" UD 100 LF SDCO

UD UD UD UD UD UD UD
SD
SD
SD
4" UD 43 LF
INV 106.15
INV 105.40
4" SD 22 LF,
S~5.6%
ELEC
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE

UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE E
UD INV
107.83

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD

SD SD SD SD
SD
SD
SD
SD
SDCO
NPW

NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FH NP FS
NPW
4" NPW
2 x 3" DW LINES
SSCO
8 5 5
20 20
4" NP FS
1"
AIRAIR 21
S

SD SD SD SD SD SD
AIR
AIR
AIR
AIR
AIR
AIR

AIR AIR AIR AIR AIR AIR AIRAIR

NPWNPWNPW
NPWNPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW 24 24
9 4" SD 9 LF
4" SD 58 LF
UGE
UGE
UGE
UGE
UGE
UGE
UGE
DI #2
RIM 107.98
8" & 4" SD (IN) INV 104.16
18" SD (IN) INV 103.58
18" SD (OUT) INV 103.55

UGEUGEUGE
26 26
16 26
15" SD
23 LF1.25" DW
4" SD 203 LF S= 1.0%
14 26

DWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDW

DWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDW

NPW NPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW DW

DWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWDW