american canyon, california
TRANSCRIPT
BKF ENGINEERS
-r -,- -,r--, r"i r-n, ’r , i’ .r’J r-n- 1 ,7’, -- --- �-.,-_’ _.. .� � .,_-_, .. ._ P
VtIIING itJN’1A11Vu MAP j NAPA JUNCTION III
AMERICAN CANYON, CALIFORNIA
PROJECT , IT
NAIA JUNCTION
Jus
EU AL ROAD
iSOUTH NAPA JUNCTION ROAD
Air
AMER
ERICA, CA,
CYN
VAL EJO S
VICINITY MAP ARINE NOT
/
TO SCALE LD
WAY OLU PAR
ENGINEER: REF ENGINEERS 1646 N. CALIFORNIA BLVD., SUITE 400 WALNUT CREEK, CA 94596 (925) 940-2200
RECORD OWNER: NAPA JUNCTION I , LLC EDO OAK GROVE AVE., SUITE 210 MENLO PARK, CA 94025 PHONE: (650) 327-0670
SUBDIVIDER: NAPA JUNCTION II, LLC 800 OAK GROVE AVE., SUITE 210 MENLO PARK, CA 94025 PHONE: (65) 327-0670
PROPERTY ADDRESS: 440 NAPA JUNCTION ROAD AMERICAN CANYON, CALIFORNIA
PROPOSED: COMMERICA L A
ST 05 0 05 -J
0
0 < z
I-
1 ZU) in >< w w
> 1 EXISTING SITE PLAN
UTILITIES: PROPOSED IMPROVEMENTS
PUBLIC FACILITIES: WATER, RECYCLED WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE TV, ETC
WATER SERVICE - CITY OF AMERICAN CANTON,
RECYCLED WATER SERVICE - CITY OF AMERICAN CANYON.
SEWERAGE SERVICE - CITY OF AMERICAN CANYON.
GAS & ELECTRIC SERVICE - PACIFIC GAS & ELECTRIC.
TELEPHONE SERVICE - AT&T.
CABLE TV SERVICE - COMCAST/AT&T.
BASIS OF BEARINGS: THE BEARING "NORTH 07"27’30" WEST" BETWEEN FOUND MONUMENTS ON THE EASTERLY SIDE US STATE HIGHWAY 29 AS SHOWN ON "MAP NO 5400, RECORD OF SURVEY", FILED MAY 9, 2002, IN BOOK 35 OF SURVEYS AT PAGE I, N THE OFF CE OF RECORDER OF NAPA COUNTY, WAS USED AS 1155 BASIS OF BEARINGS FOR THIS MAP.
NAPA COUNTY BENCHMARK #936-C RD RAILROAD SPIKE N JP #C-334 AT THE NTERSEC" ON OF STATE H GHWAY
29 AND NAPA JUNCTION ROAD. SE’ SEPTEMBER 13, 1995 (NOTES #789-A). ELEVATION = 6’ .16 FEET.
EXISTING LAND USE: VACANT N
PROPOSED LAND USE: LOT 1-3 - RETA L/COMMERC’AL LOT 4 - OPEN SPACE REMAINDER PARCEL - FUTURE DEVELOPMENT
ASSESSOR’S PARCEL NUMBER: 059-020-001
DESCRIPTION: SER ES NUMBER 2005-0042297, RECORDED OCTOBER 17, 2005, NAPA COUNTY RECORDS
ZONING: CURRENT:INDUSTRIAL
SHEET INDEX: Ti - EXISTING CONDITIONS PLAN
T2 - PROPOSES PARCEL PLAN
T3 - PROPOSED SITE PLAN
T4 - PROPOSED GRADING PLAN
T5 - PROPOSED UTILITY PLAN
T6 - PROPOSED ACCESS ROAD PLAN, PROFILE AND SECTIONS
17 - STORM DRAIN DETENTION PLAN
78 - NAPA JUNCTION ROAD IMPROVEMENTS c!E!! Drow:ngNmbe %)Tl
09/29/201!
I OF
U
NOTES:
1. ANY VESTNG RIGHTS GRANTED HEREIN APPLY ONLY TO DEVELOPMENT OF PARCELS 1, 2 AND 3, AND NOT TO THE REMAINDER PARCEL SUBSEQUENT APPROVALS ARE REOU RED FOR RESUBD VISING OR DEVELOPING THE REMAINDER PARCEL.
2. APPROVAL OF THIS MAP IS CONDITIONED UPON APPROVAL OF THE ZONING CHANGE FROM INDUSTRIAL TO COMMERCIAL
3. APPROVAL OF THIS MAP S SUBJECT TO MITIGATION MEASURES REQUIRED BY THE ENVIRONMENTAL MPACT REPORT.
EBN Mcic RALROAD
I
-RTL""TR N4&A-’iNCT1ON I LLC r’ rcj N:os9a2Soo4
1
- - - 2(
93008w. R
WALMART REAL ESTATE
L 50551555 TRUST AFN 059351010
SARA JUNCTION I LLIT ARN 00B351D14
----- I 5515 FROP6RTIES JR
US’S 059301013
-..
ATTACHMENT 9 Al
/
- .... $ l"31’56 8 5,44,
N 882804"
L HZ I:
157.08 R-100. S0’
( A 0 BKF ENGINEERS
(
2 5’ DRAINAGE EASEMENT
WATER LINE EASEMENT 43 O.R. 384
\’
I
TOTAL AREA:
17.25 AC.
PROPOSED LOT AREA:
AREA A" PARCEL 1: 1.11 AC.
"AREA A" PARCEL 2: 1.02 AC.
"AREA A" PARCEL 3: 1.15 AC.
PARCEL 4: 4.00 AC.
"AREAS SAC" REMAINDER PARCEL
9.55 AC.
CITY DEDICATION: 0.41 AC.
,
� - I SOJT.HEF.N P CJFP Fi,-IHPOPPj
N 0321’30 E 442,37’
LANDS OF
f 2() (310-40287 oP
Rld100
g L-
iOi, - -i..
"I /
/ AREAS B&C’ /
/ REMAINDER PARCEL 956 AC
At A 727 30
� �
0 557 774
EXISTING WETLAND
’ EXISTING " EXISTING WETLAND
WETLAND TO BE REMOVED
OWN EXIS11NG
PAR...EL 4 WETLAND
AC I EXISTING NdiS PARCEL TWO 15’ WATER USE
EASEMENT WETLAND �
t 15’ WATER UNE
£688MEWT.. - - - - 33897 Ti 336,57’
158IFGA 465 \
- - - -
-- 5W 399,06 Oro
LACK OF ACCESS - - - 1024 OR, 444
-. HIGHWAY 29
GRAPHIC SCALE
lInchOO It,
IN
1,
� WALMART DRIVEWAY
PRIVAM
1:1
/ DEDICATION 70
0 THE CITY OF AMERICAN . PCANYON (0,41 ACRES) UJ
� MAIN ST. (PUBLIC >
STATE’.I .5 R/’6
- I ’uM-T48"Y 0
- � -_ .-----
- 5
4
Drawing Number:
T2
N - 2DF8
A
fl.
N1 UARAUJ2\ -o
R=10,00’z
’ PARCEL 3 L10,11’
=92Ti3’23" /
1.15 AC 6=10,00’- 5=9.09’
£tr’.8408’37 : -
I N 01"39’04E 6=62.00
$8.93’ L=91,05’
0616’$4"E 35
- ’AREA It ___;
PAR.çEL 2 1.02 AC.
1i
:3V6’ 1T66&
N 31"23’03 E .J
ARE A 421 N l4’2615E
I PAR V 01’31’56 E 56.48’ A- 5117’25
Th )( A 0 BKF ENGINEERS
(
(P) (E) STREET RIGHT-OF-WAY RIGHT-OF-WAY CA LINE USE
52.48’
30’
11.5’ 16.02’ 10’ 5’ 12 12 10.75’ 1 10.75’ 1 12’ DRIVE NRU CLASS I
MULTI USE PAN
ThRN WESTBOUND TURN TURN EASTBOUND LANE LANE LANE LANE LANE
NAPA
SECTION A NTS
JUNCON ROAD
NAPA JUNCTION ROAD
RIGHT-OF-WAY LINE
STATE OF CALIFORNIA 50’ TAN. DEPARTMENT OF TRANSPORTATION
29.5– 20’ ACCWD EASEMEM1 RIGHT OF WAY
I PROPOSED 15’ 10’ I I 8’
HIGHWAY 29 WATER LINE CLASS 1
14.5– EASEMENT MULTI USE!
PAD B j
PAN
67.D\
P 66.0
EL 61.0
A
SECTION B NTS TOE OF SLOPE 59.0 HIGHWAY 29
I SEE SHEET T6
I FOR CONTINUATION OF 10’ GRAVEL ACCESS ROAD
.11 -------------
END OF NAPA 1UNCTION 4, ROAD IMPROVEMENTS
I
TEXTURED PA
FUTURE S
INSTALL WOODENINSTALL REDWOOD HEADERBOARD
Z’ WALMART
SHOPS A 8500 SIF
0
PAD A
I
3000 S -
7009 SIP
(E)R/w
2,6.
PROVIDE ROLL CURB BETWEEN AC PAVEMENT AND TEXTURED PAVER
Of
.i
I
II Il
i T,I4 Lu
I j
1 \ MAIN STREET (PUBLIC) ZQ-
’ ! \\!
-
’7\.JNSTALL DOUBLE 0 ’ YELLOW STRIPES
I 9iL1 Lu
. T1II I NOTE: TRAFFIC CONTROL MEASURES WILL BE DETERMINED IN THE IMPROVEMENT PLANS LU iL AFTER THE EIR MI11GA11ONS ARE KNOWN.
ii > 0
I �1 U. .!
/-STATERtN
USE PATH EXISTNG
77, 2-
10’
GOSliNG CURB SIDEWALK
CURB &SGOWALK
BEGIN OF 10’ PROPOSED 10’ WIDE
GRAVEL ACCESS MULTIPLE USE PATH
BARRIER AT END OF
GRAPHIC SCALE
LSTATE HIGHWAY 2
( A ' BKF ENGINEERS
(
TOP BASIN 540
-
_=a_ a____ 8 P/W IF END OF RAPA JUNCTON
S F’- 50A0 MPROVEMENT 43–
HA29 I TOP SLOPE O
� 140–
N
PROP AC
JW.E. IV
/ H
SLOPE 3:1
\ \
’
’: .
EXIST. MAXIMUM
AREA 1 INTEF DITCH TOP \/}
SLOPE
J; L
DEIENTION B,
WALMART BOTTOM BASIN ACCESS 00T%M BASIN
RECLAIMED WATER :
DOMESTIC WATER
SECTION A-A Arm :
N.S / I! I1J1I( . . \ W U
MATCH . - j . . Mom
HYDROSEEDED FILL AREA . :. :�
/
I
GRADE TO DRAIN SLOPE 3:1 ’1E; I FF 68.0
F 67.2 FG 66J
FG 66.9
Lu
MATCH
ED 63,0
GRADING UMT ri .. I1Il\ /I] I .1 MAIN STREET P060.2 FL 64.2
(PUBLIC) F z
NN JJJJJ1 Jjfr4 it’\ \ � I CL FL
EXISTING STOCKPILE TO BE USED FOR FILL AS NECESSARY
N
ANYSO!LUSEDSHOULOEEREMOVEDNAUNFORMMANNER’\
cn PAD A I LEGEND _;::2 s000 Sp ’ 27
, 27
P0545 505 4 > 2:
N Fr FINISH FLOOR
5pRoPE;CoNT:uRs
J t: 9 EXISTING CONTOURS
/7
F0548
LLJ
‘
SLOPE 31 NU7. I I . \ MAXIMUM
STATE R/W AREA 1 ’27 INTERIM PAD B DENTIN ION BASIN 7000 SF
FF 66.0
SEE SHEET TS FOR- CONTINUATION 0 lu GRAVEL ACCESS- AD -
_ .
FL 65.2
.. ��T �� �1
: TG
j s
GRAPHIC SCALE - _.. ----- - -__- . ." Drowny
. . -- -- - --- i HIGHkY29 �... T4 IN
� -- 00 - - -ri- - 4 OF 8
Al
mm. Orawng Number. T5 5 OF 8
((0 BKF ENG I NEERS
CALIFORNIA 50 MIN.
RIGHT� OF� WAY
DEPARTMENT %FF TRANSPORTATION "LiT 1 T1 29.5– 20 ACCWD EASEMEUT’1
R1T C WAY PROPOSED 15 j 8’
HIGHWAY 29 \J\\CONNECT TO
EA~ EN MULTI USE i1q, PAUB
14.5– WATERUNE : 67.O\ (E) 12"W
PA
GR 66.25
WATER DI1DO%iV2::4L9OSEC TION A�A NTS SO
r-115
13–� HIGHWAY 29 sou RIM 67.3 INV 62.2 SDMH CONNECT TO
INV 63.4
SODS CONNECT TO GR 65.55 INV 62-2 (N) STREET V
LIGHT (TYR)
�GR-6-5.2-5 � \ C
GAS� �
GAS� RGAS GAS ,�TELEPHONE LINE
INV 58.8 1 STUB 12*
/J
LEGEND: ’c - TLj / cIMEO WATER
I BPF BACK F LOW PEVENTER CV CONTROL VALVE DW DOMESTIC WATER
I HNYEATELEVATON sfr1
’���1F/ ’ T -
SDMH STORM DRA,N MANHOLE Y wV
CONNECT TO IN WATER SODS
J H LE
61.7
RIM RIM ELEVATION Rw RECLAIMED WATER
DOE STORM DRAIN CATCH BASIN
WV WATER VALVE NV 61.3
N / /%!1j GA S
WM WATER METER GR 63.9
STORM TASENERL NE
: CONNECT TO
IM 65.0
____ LA
B RETENT ON AREA . . . S c JOINTENGTh , L
FIN cv _ I � :
FOG SMH Ply (N) ST T z PIV
�l G:1:GG i � �� � IIF’\ A � UGHT (TYP) (0
ss
.5- (_)
’r ERIMI
DENTENTION BASIN
FL 60.5 L SODS
SEE SHEET T6 NON OF ROCK RIP RAP
IM 64.8
TO
WATER .
INV 61A SDCB 1,
� TO 60.74
TT
Z 12
--- RECLAIMED WE
-INV53
--1- AIV\ �----��-------��----- -- ___ ii
Al
SECTION B-B SCALE. 1 - 20 H
= 2V
> in Z
Oz a-< 0 0 CC
FT771
OrW*NLIO
6 F 8
OF BKF ENGINEERS
)T) I OINSERT ELEV2.8
F1S�S.Q1 rY! - 00
-INSERT ELEV 626
LLL INV
-. --------- tNV ELEV = ---------
56.8 �
_
7l F-. r_.
-64
PLAN VIEW SCALE. r45
11UUU I *UU - S Ui
w
101*00 102+00
NOTES
1. MINIMUM 35’ COVER FOR 17RECLAIMED WATER 2 DEVELOPER TO POTHOLE AND FIELD VERIFY LOCATION OF EXISTING 15’ DOMESTIC WATER DURING CONSTRUCTION DOCUMENT PHASES
LEGEND
(EX) WOW
NW (PR) 12 NW
(PR) 24 RCP SO
62 RW 62
I s I I I
WATAR 1.) 20 AC’ LIRE CWD
EASEMENT..EAEME.N1 � . 65 I 60
L 7., .. I8’ACCEI
- +’T 4� ROAD
85 58
\7i’ 56 56
�l 1T
-20 -10 0 10 35 30
SECTION A-A SCALE I"= 20’H
12 V
103*08 104+00 105+00
PROFILE VIEW SCALE = 40’H
1’=2 , v
2 62
I is I WATER
LINE EASEMENT
L 1
20 ACCWD
EASEMENT
1 , 60
10 ACCESS ROAD
IS 6 HEH Tt i6.
�__’’- 56
-i -.t -- I--- - --- ....
435 20 15 S 10 20 30 4004
SECTION C-C SECTION D-D SCALE. 1 20’H SCALE 1 20H
2V 1’=EV
SECTION E-E SCALE 1+25 H
1� *2 V
6E RW
I io I WATE
LSER 20’
I I EASEMENT EASEMENT
66 I I: i II . _ l. E6
I --�-’......... I I
64 �I __ 04
/=
62 J \ 62
60 ES
56 58
I12rI[
66 - 56
,S -50 10 30 20 10 0 10 2E 30
SECTION F-F SCALE 120’I-i
12 V
4 64
is I
EATER 25 I
LINE ACCWD EASEMENT EASEMENT
2 -
0 ISTACCAPS 60
-2.0%
6 56
.T0 10 0 10 20 30 40 54
( ID BKF ENGINEERS
(
R/V
�43–--- -
TOP SLOPE
FUTURE FUTURE @ 73.0–
DEVELOPMENT AREAB 48=
DETENTION POND TOP BASIN 15 /
' 63.5\ PROP.
0 60.5 ROAD BOTTOM DITCH
PROPOSED FINAL VOLUME 3.33 AC_Fr
5
� DET S N
0 YRELEV � [40\
RECLAIMED WATER
DITCHI/ TOP SLOPE
I 10YRELEV -. ’.,X_ExisTNG 18" ’ . . . .,.. .
SECTION 11 DOMESTC WATER
. ......... : ’. : . : now FROM NAPA N.T.S . : 62.0 ’C., ’.5Z � . .� 3. � JUNCTION 3
SUBORA 60 \\(\))
. .-. . . SZED TO CONTROL FLOW RATE N’.- - �
18 OVERFLOW 1ill’ STRUCTURES �I1i)j
sI D TYPICAL SECTION THROUGH NTS NORTH SLOUGH DETENTION PONDS I
SECTION A-A :J - I ii)f
GRADE SHALLOW
GRADE SHALLOW SWALE TO COLLECT 0 u j.. vi
SWALE TO COLLECTNEW WETLAND & ROUTE RUNOFF
& ROUTE RUNOFF AREA - ’ = ry
I I ’ \ J U) ..h1: > ZW
I I 5 WATER I& //,4’ 1 3’ - 0 - EASEMENTEASEME5T , /’ 2i’ \jA JUNCT!Oj\) ii \
1
I I VflOOYREEVN34 I , f J .. 1! :.
RSAALE_\f : -.-.T:
LU
ri__ ’I
4ATCHEX11NG S \4 \ 1 i4’v’AREAS B&C’ zEL EVATION
/’.;V/ .OIH,/ 1� �F( -- _ -L1’ -
TYPICAL SECTION THROUGH NTS Q / 1 77REMAINDER PARCEL PRCEL 3 P r2 II c z cn NORTH SLOUGH DETENTION PONDS
L C EX. 18 .-,. . \ \\\k\ : .9 56 AC .
’i . . . . w U’
WATER SECTION B-6 NECLALMED OOMES11 /5’/ \\\\ \\’\
i ’J \ > 12
V - -,- OVERFLOW
GRADE SHLLOWV’ . \ NISThUCTURE .... ’ I ITi �
SWALE ;C
LEGEND ?4 \ ’NOTE: SEE T5FOR . :E .Z_AREA-A AC �FT ACRE FT ’ \ / . . \ ;Fj!fI, INITIAL DETENTION SYSTEM ’ Li-q
CPS CUB!C FE 1/SECOND ’- -- - --- ; ii OF NAPAJUNCTION 3
ELEV METAL PIPE � - O I ; - - ii ’!,; DEVELOPMENT ’- Ti
(E EXIST I
PC FACE OFCURB p er-; I -
NAPA JUNCTION’ /1 T1y; I I
NV INVERT
PL PR PERT LINE RCBRENFORCEDCONCRETE 600 i
!ETLADD DEVELOP EJ/ ’ (FLOW , I
;
A RIGNT OF WAY I;j 111
PAR EL WETLAND
15’ WA AT NORTH SLOUGH,- CULVERT/-, ICIRAIII
REA NILRNA v.
GRAPHIC SCALE tLA 7-ing Number.
IN FEVE) T7 - - - -
7 OF 8
NORTH SLOUGH DETENTION FACILTY
Fj
(E) 625�
RAILROAD TRACKS
(E) 2-656 RCB
E)S9
O6 CFS NV. 55.0
(6)36 CULVERT
FL
Ai Ai
0 cu Ii
I
24" SO
SO.0077
7 CONNECT 24 SD TO STORM DRAIN MANHOLE
,�SEE ONSITE PLANS
/
W ASPHALT STREET JOINT TRENCH PAVEMENT
CURB IN LET 6 IC 60.7–
NEW F/C
W SL, TEL CW I
PR.B/A
IT Jr 0)
I.... .. ___ 319 IF 18 RCP SO005 I
NOTE A AREAS OF NAPA JUNCTION ROAD ADJACENT TO PARCELS 1, 2. AND 3 AND THE ROUNDABOUT WHICH ARE NOT RECEIVING OVERLAY OR NEW CONSTRUCTION SHALL BE PATCHED (DIG-OUT/REPAIR), SLURRY SEALED, AND STRIPING AND MARKING REPLACED, AS DIRECTED BY THE CITY ENGINEER. LIMITS OF SUCH WORK SHALL BE IDENTIFIED ON THE IMPROVEMENT PLANS.
GRAPHIC SCALE
I IN FEET)
1 AxoN = 20 ft.
(5 _
LU
n.
mad
ffl
p
LU LU �1,
BKF ENONEERS
0
.. [ .
~-F M E
/ 1Hc
CURB INLET #5_ 59 5 LIGHT
STREET CURB IN
/ u_
_ _____ ____________________________________________________________ ________ I_ . .... cp.�/S . .. T/SN’WW//. . .,. o Fl
Ell
N
Lu
I cc
Lu
SAWCUT
STATE R/W
//// _ ’ t J 7 ’ , _\
2 INCHES STALL DOUBLEMINIMUM I >
z
cn
THE IMPROVEMENTP S -SEE NOTE: TRAFFIC CONTROL MEASURES WILL
AFTER
SEE NDSCPE PNS \
NOTE A BE DETERMINED IN 0 w
/ THE EIA MITIGATIONS ARE KNOWN < }.... FOR DETAILS \
r . > >
/ (flo / ...........�� I../��. ..
/ -
\.......... :.). ../ft7 / Otx PROVIDE ROLL CURB
I I p Z °- S
CURBjNLEL3 75/
TEXTURED PAVER
INV 59.95 S=0 .0052
BETAEENACPAVEMENT . ---
w ’S
I J)
WORK IN
I� THIS SECflON 10 BE COMP LETED WITH PARCEL OF NAPA JUNC TION III - RAISED CONCRETE
< z
ijj .:i } > -ii-: iii i- i-i-: SAWCU Lu
FUTURE 6 ’ f MEDIAN (T
< Z <
AN 60.34 iE N. U AND AC PATCH 7 .J > I_ TECPTE0-DO5------------------ -
it-o- - � OF EXISTING ROADWAY (TTP) < > 0
’� _I _________
z
,E F: I
FUTURE 6’ WIDE Z Df
J � � � �
� RIGHTthWAY RIGHT-:
STREET
LINE CA
IA flT’ 10’ 5’ 12’ 12’ 10.75’ 10.75’ I 12’ -.
RIM 6’S–.N
REMOVE (E) sk- AND SD PIPE
CONTROL LINE STREET
2 EXIS TI NG 15 STORM
DRAIN PIPES
’ \\
DRIVE THRU CLASS 1 MULTI USE
o . PATH
TURNI WESL-BOUND LANE
AN TURN TURN EASTBOUND 0 LANE LANE LANE
PAD A FF 60.00
MIN. 2" NAPA GRIND & JUNCTION
all 0 OVERLAY ROAD
JOINT TRENCH N EW
. 6 AC/ 20 AB
Orowing Nunnber
SECTION A NTS T8 NAPA JUNCTION ROAD 8 or 8
/
FRONT YARD SETBACK: SIDE YARD SETBACK: REAR YARD SETBACK:
MIN, SETBACK FROM HWY 29:
NON-RESIDENTIAL DENSITY: LOADING REQUIRED: (5,000 SF-20,000 SF)
MAX. BUILDING HEIGHT:
SITE SUMMARY
SITE AREA: TOTAL BUILDING AREA:
PARKING REQUIRED GENERAL RETAIL: (6,000 SF AT 1 STALLJ300 SF) EATING/DINING: (12,500 SF AT 1 STALL/1 00 SF)
TOTAL PARKING REQUIRED:
PARKING PROVIDED: PARKING RATIO:
STANDARD STALLS: ACCESSIBLE STALLS:
STANDARD STALL SIZE: ACCESSIBLE STALL:
DRIVE AISLE WIDTH:
IpuII;Ii PROVIDED MORE THAN 25 FT 20 FT MORE THAN 25 FT
SOFT
0.12 2 SPACES
28 FT
20 FT 10 FT 10 FT
40 FT (50 FT AVG.)
0.50 FAR 1 SPACE
42 FT
3.57 ACRES 18,500 SF
20 STALLS
125 STALLS
145 STALLS
147 STALLS 8/1000
141 6
9’X 18 9’ X 18
25
VICINITY MAP
PROJECT SITE
r
A I
l NA
DEVELOPMENT STANDARDS
ZONING: CC COMMUNITY COMMERCIAL MINIMUM LOT SIZE: 1 ACRE
- H---- - - -:
- DRfVE ThRU LANE
SHOPS 8,500 SF
RCEL3 ’
lkj
PARCEL 1 i1I I.15AC. L JJ
/
6 PAD r� lI
7,000 SF - I
-’---’- T1J–
--’-
HIGHWAY 28;
AREA ’A" DATE: JANUARY "’ 2oil
SITE NAPA JUNCTION III Al __ PLAN DATE
Sce:10
AMERICAN CANYON, CA r 41U74.02 r 411974.159 15 3v w
FOR NAPA JUNCTION III (NJIII)
MATERIALS
I. STONE VENEER
2. PAINTED STUCCO
3. C TRIM /MOULDING
4. STAINED WOOD TRELLIS
5. WOOD FASCIA
6, STANDING SEAM METAL 1 ROOF
7. ORNAMENTAL METAL
8. ALUMINUM STOREFRONT
9. CANVAS AWNING
10. LIGHT FDcI1JRE
TOP OF RIDGE
-’ TOPOFPARAPET
’ TOP OFRIDGE
; LSIIG NAGE
� :
WEST ELEVATION
SIGNA � SIGNAGE
TOP OF RIDGE
SGNAGEH IGNAGE SIGNAGE
1i-
SIGNAGE SGNAGE
- n TIll TTThr
TOP OF PARAPEt
Q NORTH ELEVATION
- t
II1111’I p EAST ELEVATION
p SOUTh ELEVA11ON
DATE JANUARYS, UDGJOB 10197.
DATE REVISIONS
E nrdflb
Oa?ae p.norc tSTha 1-=cnT1flat
SOUTH ELEVATION
ELEV. –27 TOP OF RIDGE
-’ TOP OF PARAPET
MATERIALS
t. STONE VENEER
2, PAINTED STUCCO
a GFRCTRM I MOULDING
4. STAINED WOOD
5. WOOD FASCIA
& STANDING SEAM AL ROOF
7. ORNAMENTAL METAL
8. ALUMINUM STOREFRONT
9. CANVAS AWNING
10. LIGHT FIXTURE
ELEV. –229-14t-TOP OF PARAPEt’
-6
WEST ELEVA11ON
Q EAST YATION Q NORTH ELEVATION
DATE JANUARYS, 2011 MCGJOO*. 1019705
DATE RE05CNS
CC .ncnzmt J1S9475 .’EO St efl stNQb
k*7ttp*gbtflt’a,*ts,t Tt.t GO.rrcAQaw.c#va ’t*!Wdt*Wat
TENANT ’A2’ TENANT ’A3’ 1,624 SF 1,624 SF -
z fi
ROOF PLAN TOTAL BUtLDING AREA: 8,5W SF
TENANT ’A4 TENANT ’A5’ 1,624 SF 1,143 SF
/ NH
!1 \
Ti N
/ I
TENANT ’Al’ 2,342 SF
I /1
DATE JANUARY52O1
MtGJO8 ’:
10197.06
DATE RE610N$
0 M06T06r8 C1t1tt*t,
pn&OU 6Tt
ROOF PLAN SHOPS A NAPA JUNCTION HI A5
Sce: T/81-o AMERICAN CANYON, CA SanFrncocmag41O8
)411L58Q2 0 FOR NAPA JUNCTION III(NJIII) mjc
DATE JANUARY 52011 MOD JOB 10197.05
DATE REN1SON7
A W0QAFCFMD7MCO AMQR15R0ETh CTE 111$ kityltiS
trt
tivtR
SECTION A6 SHOPSA NAPA JUNCTION III
rSan&5J San Francisco, Cailfomia 94108
_______ AMERICAN CANYON, CA
41574,82 T4150.1556 0 ’ FOR NAPA JUNCTION III (NJIU) mcgaraccam
I I’ I II I it
II
END OF NAPA JUNOTHA
:
MAIN ST.
H
–JLL _E � d
OVERALL TRUCK LENGTH: I Ii JJ L4 1 1 fr r INNER TURNING RADIUS: : 40’ OUTER TURNING RADIUS: J 40’
PAD B
\J
STATE HIGHWAY 2 -
DATE L4iUARY511 McGJOS# 1019705
DATE REVISIONS
cE ICAUTEC1t1t PLL4Th.W 0* t0W,SItaS
ftfl.( *aA TSWk flt
TRUCKTURNING NAPA JUNCTION II A7 250 Sutter StreA Sub 500
Scarn: 1 , = 3 AMERICAN CANYON, LA San
II 4155746002 F 415.57&1556
LI FOR NAPA JUNCTION UI (NJIII) mcgarcMecthrcom
TIP
MO EWCULAR ,do TIP
I . .
I ......
AOSEIGEP.
EU L AL IA GRA nP
CAL FORI A SEEOJE TIP
STAMPED OOnO VELIICULAR AePo4LFld ECAORCTE AmaInld, SEE LEGEND
OAIJFOSE4IA FESCUE flN
LAVENDER
ebb 9hdLmNR GEE CITYSPECIHC REQUIREMENTS StULALIA
I TREE PERU S BOLE-LOADED PARKINS SEAOES SPACES . U TREES RE-11RED
rYE. R000JPAYNG N LANDSCAPE AREAS Ion. MAO
LAVENDER. 90 MAO SCREEN HG OF CAY I-S-a AREAS
AREA CALCULATION A
TOTAL LANDSCAPE AREA. 45U5 111 SOUARE FEET
F-np- 51424.405. RHO.
SOnbL AD.AOETET PARCEL.
Plant List Botanical Nami Co� tttt Namo Stzo Spacicg Water Uso
dumtmlu llttumo Redb cI 15 s LuI, -
Tonc/t(ptlltntt l5g Mcdummc
Slut r heSs I Hill ml tIlt t 011 ISO LII II dunt
ltd
cc griD
qhmbe Ts1staseidiem Ito.tssghthflv I 1m IF SC \todcntln
Fsssllssl : - a It SC StAt
\J Fmurnllssisflsdesit
htuttthetu ss Tss5assa, (anti bell I B S ttdututu
J.1� l Maims( I ttntlaer I pl34 (IC Ott/traIn
Sssssss c. E- ct Calilttctu Ctl(tubuttl It 1,1 UT (I 11 EluAm It
StIt 0FtuI Plot. IltldtlUcul R,� I b"I It 111.11 ItS- aUIn
S tUttIllO U lto ttnulo, Pnatttttt ltttn p 1 pf Ic SC
Gr000duotcrc
tKttttctutltftrn uc LaIIttmctttuttt t gml 30‘0C ( � G.�
.1:. t_Itnvn 1 Ilos- G �� UnIt tt 0C. Ntmt/nnn
Tolhtglttttamla5ttu \’uOIUuttdTtIIblLIlIt t 5t1 tt St htuulumatu
coottet
Camun ItIlolta EunLtIt1 IuuL.0 I g,,l 34 tIC Maul: mu
tcIFuDIt -litcStluaull Itptnutt ElaoA Cmt 2 1 t1 It S.0 llltdumtlu
tttttuuclttotmlcunttn LwlwllutItltt I gti It SC Mtullnult
vi-
4 5T S. almtmkmtt u (IntUIt trtlolt LUAI EtcL RI t I Ltl � h� Itod mc
R.11 c.tlktltt 11,nu o Whit, l dtEutlLmEatc I1ul attllalmt Moulemult
PAVING LEGEND
PEOEETR AN CONCRETE PAy the _j_ F N NH MEDIUM BROOM
COLOR. STANDARD GREY
°EDESTR AN CONCRETE NAY FIG N NH. MEDIUM BROOM
COLOR SAN DIEGO EUO BY DAYS COLORS
444 CONCRETE RAVIHG F71, F N But MEDILFI SANDELAE COLOR- 5422 D EGO BUO Or CAY S C0.OHG
STOOPED COLORED ASPHALTI C OONOREE YELl CuLOR PAYING PrO- NFEGRATEO PAY NO OO-CENrS MCDE_ STREETPRNT F N EN. FR 500 COBBLE COLORt FAtal End-SAl-taTe
STAMPED YEN CULAR 4240 MEDIAN CONCRETE PAY HG ... ........ ’FR. BOrA2N TB
CArTERS RAN FIG BOND USED BR 0< COLOR: EmS-bARD GRAY 303-22-0242
PLANTING NOTES I AlWork sEal Se perForated O persors tarn art Ire ant rg worK and Under the supero SlOT ua or a q Fed p artr9 To�,
2. p ant Nate S coat ons sroun aTe 0 agranrsratoand Na5 Cs suEjeot to oflan9e theredb9the Landsoaoehrohteot
3 Al trees are to be staked as sI-our or the Yea stakIng/gILl rg Octal
Pant oou,tt s For the ooroer eros or t --lb, noas OF A soreparoes theoar sEa govern
5. art coat ot-s a -c to be adjusted in tne ’laid as reoe,sar5 to screen tu bu1rottod000wndoosrornpaOe
H Tre Landscape S-oh tentreserves ther gIrt to sake suEst tutors adtht ons and deetlon.n the part p screrre as the9Tee neoessar9 oh Ic oork srprogress Soh oharges are to be a000npan ad by equtabeaojustnsnts n the oontraot proeFaherreoessart.
1 BraTorrg he grIt OF Yeas � 11 Sea 0-0 Tn nruln abooe FIT ST grace
S III tnees fi, a Fornal group p artlrg sEa I beeatcndg i, � e and �pa.
S Landscape oortraotor � 11 Hre an aooreo ted sd. aTa 9515 Fm to test so ard abdeb9reconrrrrenoat orsoontaredwthn Forproperpantgrattttt
O On 9-ada cant ng Sacks tm snal cons st OF SON srportedtop,o So St
so wIth no rocks arger thaT 2 Oanetsr/
I. A on-orade plarhng areas are to reoe u-a For and n troger stas ted reduoOdso ocrdtoner attlerateotHoubo9ards/l000squareFeet ever9
edO deco ntothesolto Flrshgrade.
2. All pant rg areas eooept Oar and anNa F ower beds ._jI be top-dressao Ia or 3 oeep TFTuT/ e9er oF s - Western Fr Barn or aoua
U. Al st-e_-t Yeas to be nstalled - n 6� 61� u th the standards ard spec F cat ors OF the Cty
4 AtI trees oth S OF pas- ,g areas sna nave ceep loot call ens li,,Iailed Deep root EarrarMode no US-UK? 45/344 404
S. A �oes greater then 25-I � 0 be covered uth Jute tat .1� per the n-aruFacturarG spec Float oct. Over ap al edges a tm ru-t oF 2 ard sect-a as rep red uttrrnetal steps..
H TEe Landscape Contractor sIts as a part OF th 5 5 d provIde For a of artrg al cuarce For the asourt oF STS0000 lEad nEausGO Foe nuTorsd 00 SF5, lobe used For app yng an d rate rg add 9 ona partnatera as 9 raoteo p the Laroscace Aron tent and approved p the Owrer nor tlng. The unused port on Al
the a ooarce a he I Be returned to the Owner at the CC9 err9 OF tIne CS FtenerOe per od.
Ft Contractor SF15 eaoavate all Isa-treated so Is FrCn all part
Latance oF the On-center PEu- rg to hod center oF pant rgs the
..\ -IL itiz, LAVENDER. E.b T,, Landscape Contmaotom is to provIde an a grlcu tural sa taB ltIeO are 9, 5 a peroodu or Test venl Tp o , pal rouT ATOm naLe tom
EgrY,cgr SB-DrnOSESO. - - 1m
-- OALJFOR4IA SOlD S TYPOAL taaERntH n-p.
aralyala al-a decarrec out ES-ore p ert ng 000145 F dra naga SlOard to REt at a PrOC rate
20. RetertOaroh tectara a- .1"I plenslOrdesoTptoreaFeenentsr.ot dentredortFlspenu
2. Observe the Fo ow ngnean setback d streroes For pant ng STATE HWT 2
Between Street trees atsaTne l5drarts 1 Feet
Ut t5000eseanhole ard otlmsrutt5vauts 5 Feet t poe. gas and
22 I cu-Fade and cubourrace sue en dna rage ttruoturet end patterns ohs cc tA .. & .
23 Alabooegrouho � N11� � beaoeemsdpeoargreenaerubc
MADA II IFICTI(ThM III
DATE. MASCHOB DOt
SCOt/SEE 10t5735
RATE REV I S IONS
IE Mae SESSSTECTS 2550 elI SeaTs sEeeRaEe NETs CM tnisstsma,ssts 55rkSM 5 (NSa 542 esSttSstN StbtSss.slSEetdeSstS5bSssSSTsSNssea DesLTesSs*atS OseSrt.tSS&agseqs9pes42. Nsssaegtsenes 5.55542 550 ge.eelesbs 55 C. atd.ka
I\IPU rULJI’JJII.JI Ill
LANDSCAPE CONCEPT AMERICAN CANYON, CALIFORNIA L-1
Scale 1 �30 765 Market Street
NAPA JUNCTION III San Frenckee,CallftretaS4lOS-2016 D 415.974.5002 r 415.974.1558
C FR 33 011 mcgarchiteetere.com
DATE, MARCH 09, 2011 MCG JOB # 1019705
DATE REVISIONS
@ MEG GPCHITECTS 2020 0U.NG010flESE000D
tiQrnThoSGSm.20 ,,,i 20.iPL20,S,00SOMMOILMJIMIM
a*o.,IeoMpe.,GrMh.1M , ieGcaoon20dOM,tTeii,tG 0*ii.o0IA20q20cSo20E Noy.wai%so1gSMrasot hO lcd ao OS Implid by 0. kthi
. ............
"=11-m
I
JAPANESE MUNSTEAD EULALIA VAREGATED CALIFORNIA LADY BLOOD GRASS LAVENDER GRASS TULBAGHIA COFFEEBERRY
C1-rC D DklICLIIPIrC
. .
\ k ’
I . n,U’r n n ri, -rnrr nfl * ,-r nrs -T-r -rn * ri I crnklr o,rKIrrD I Ir’UT!KIC OPLE PLtOLPL I fEt L,r0.t\ I E POIS I MUN D II.JINF V EINLLrL 0
RECEPTACLE UAl Lb &
NAPA JUNCTION SITE ELEMENTS AMERICAN CANYON, CALIFORNIA L-2
Th5MadtShot Scale , NONE
NAPA JUNCTION III San Francisco, Con41O32U18
0 mcgamhitecture.com
R!US4 CR4 SAORO5
UP,UP, I.: n-us ODOR!! .IS . DLEFWGEMATIC AU. PIPING. VALVES. ETc. SHOWN WIlSON PAVED ASEJIS S FOR CUNTRACTOR SEED FLUSH .ANS .ADJL)S ALL SPRINELER HEADS FOR OPSMUM C DESIGN � CLARIFACAISON SAlLY AND SHALL D INStALLO IN PLANTING AREAS WHERE POSS ALE PESGRE2CE
2IA!D:Av CONFLICTS BETWEEN THE SPRINKLER SYSTEM, . PLANIANG AND ARCHIIECTLJRAL FEATEJRES JINO SO PREVENT OVERSPRAY ONTO WAUCS. ROADWAYS ANC;/OP BUILDINGS A
MUCH US POSSIBLE. fl4j SHALL INCLUDE SELECSATAG THE BEST ECEREE SF ARC TO FIT THE ...SH..OWN O. THE ....ORASNAMOS . ... .. S < TEENS SLit CONDITIONS . DIN! TO THROTTLEtLE THE FLOW CONTROL AT CECH SALVE 0 OOBTAIN HE
H
2 .00.WOT.WILLFULLY.INSTALL THE SPRINKLER... SYSTEM AS N WAlSH ET .THEFIEID:TJOATOBSTRUCTIÔNS,GRHDEDIFFERENCES OR.DIFFERCJCES 04 THE AREA .ORVAOLJS.TH
0 SAMOAOPERHflNOPRESSLIRE FOR . p5 5y55
c~
DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCD 1 3. jfYPJffTTI ANY ASRWCTS OF LAYOUT WENCH WILL FRA1TE tLCOUNPLTE SR E .54NERS OBSTRUCTIOICS:ORDIFFERENCES SHOULD BE : NROUGRIT.TO ThEATTEJC1AOH OF-THE INSIJFFICIENT.WATER CIERAGE SFPLAIDS MATERIAL LESS ST AST EROCED /1) U S S
�PERFRMED. AUTHORIZED :�REPRESENTATAUE. IN THE.EVEWT THUS THIS .NQTJP CATION IS NOT THE TOlERATION CONTRSC700:SI4ALLASSUUE FULL .RESPONSUBILJI’AFOR MAY REVISIONS .NEC ESSARY. :
0ETVCTI50 � ...... . 12. ALL SPRINKLER CREDO SPUR S SE SET PERPENDICULAR TO ICR RUSE OF THE AREA TO SE
_J . IS : THE RESPONSIBILITY OF E IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF MESH ALL 3 IT Th Th GRADE DIFFERENCES. .LOCATION OF WALL RETAINING WALLS, .ETCHESHALL EOORDIRLASE HIS
RED� UNLESS OTHERWI SE UEU GRATED ON THE PLANS
EERR ECRR i- WECNUCRCE .w050 .50Th 5E . GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE .TION AN E . . . : .OCEQ SERIES SPRING LOADED CHECK VALVE BELOW ST/EMS ROTOR
THE INSTALLCSON OF PIPE SLEEVES THROUGH WALLS UNDER ROADWAYS PAVING STRUCTURES TC _R4USC ¶04
A VALCON ER H. E..LOAj DRAINAGE WILL:.CAU E EROSION AND EXCESS WATER
C USCTOG ERR INC J,, 4 DLI TO THE SCALE OF THE ORAVOANGS IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS FATTIEST INSTALL VALVE ROSES ES . FROM AND PERPENDICULAR TO MCLX. EHR BUIL DI NG OR
SAL SLEEVES. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY IIAVES11GATE THE LANDSCAPE . FEATURE. AT MULTIPLE VALVE .5AX GROUPS. EACH BOX SHALL SE AN EQUAL STRUCTURAL AND: FINISHED C ONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK
-COEONITBG!
DISTANCE FROM .flE WALK, CURB .ETC..AND EACH BOX SHALL DE 2 AFUUS TROUT SIDE SR .
-TI -I- !MAY ACCORDINGLY. FURNISHING SUCH . FITTINGS. ETC.. AS DE REQUIRED TO MEET SUCH
CONDITIONS. ORCHARDS ARE GENERALLY DIAGRAMMATIC NA! INDICATED OF THE WORK TO SE VALVE BOX SHALL HE PLFRALLEL TO WALE. CURB LAWN, ETC. . INSTALLED THEN WORK SHALE. OE INSTALLED IN OUCH A MANNER AS TO AVOID CORFUC S BET) EE C
5 ICE SPRINCLER SYSTEM TENON IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN PJ
s- PNO, 4140 ARCHITECTURAL FEATURES. ......... . IRRIGATION �S’FSTEMO, LAAES SR IRRIGATION DRAWINGS. THE IRRIGATION CONTRACTOR SMALL VERIFY WATER PRESSURE PRIOR .- I 5 ELECTRICAL CONTRACTOR S SUPPLY TOO VOLT A.C.12.5 AMP) SEW/ICE TO CONTROLLER CUNSTNLIC1SON. . REPORT ALES. DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE
ORDERINGS VUOTAIEACTAJAL. PRESSURE. READING AT.TFEE IRR IGATION POINT OF CONNECTION TO I LOCA1lON.INUIUHTION04TUA5T5R TO MANE FINAL CONNECTION FROM ELECTRICAL STUN-OUT TO
THE OWNERS AUTHORIZED REPRESENTATIVE ........ CR ORES AAUDUO EC
/ CONTROLLER . .......... .......... USC CRECIINC.R / S EACH 16011 SHALL HAT TX SOC INDEPENDENT GROUND CORE 10 OPERATE IRRIG TON C ARROU.ER(S) BETWEEN THE HOURS OR 1500 PEA USE 705 AM ,
RCRUSACTPRRARRCDRTC.RAE 7 VALVE CDC TTIONS SHOWN ARE DIAGRAMMATIC INSTALL IN UROIJND COVER/SHRUB AREAS WHERE _SE) AND TESTING 7. IRRIGATION .CONTRACTOR TO NOTIFY ALL LOCAL JOT OS STAlLS FOR DSP EA
HORRIBLE (NOT,H LACED UREA) ......... . . . SR INSTALLED BACKELOER PREVENTION DEVICE.
WALL MOUNT CONTROLLER �:... :.: .. .. . .. ER. PRIOR 10 TRENCHING, CA UNDERGROUND SERVICE CLERT -ACT) 642-2444 FOR O SPCING OF 24 VOLT WHET A NOT SE PERMITTED EXCEPT IN VALVE COXES LEAVE U 5R H. LI COIL.OF EXCESS ARE AS 5R5R THOSE DECO TO FEET ON CENTER ALONG WIRE HUlL TAPE UCER
NORTHERN CAUFORLELLA .. .. .. . .. . IN BUNDLES TO FEET ON ..ESTEEE NO TAPING PERMITTED INSIDE SLEEVES .19.W HEN VERTICAL OBSTRUCTIONS (STREET LIGHTS. TREES. FARE �ISVDRAP)BS ETC.) INTERFERE
C IRSTALL FOUR 14) SPARE OIC000L WIRES ALONG THE ENTIRE MAI N LINE. LOOP MET PRESTO WITH THE SPRAY PATTERN OF THE HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIC.ATIEAL
AETIAANIORCOUR.ATTI.URIEO RMURTA /.GETENTCBOLTUOIRJULSU ECEERER .. .._. WERE INTO FROM SINGLE VALVE EGO AND INTO ONE SALVE BOO IN EACH DROOP or VA UEA APE -
CONTRACTOR OlIALL. FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTERS TRUSS OR EARLE CIRCLE HERS AT THE SIDES. OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE
P. Or new
a.
TITAL
GATE VALVE INSTALLATION
3/4A QUICK COUPLER IN BOX
PEPO.TAJOS SURE
STR I=
nWdH
pBACKFLOW ASSEMBLY
ER SRSR EECROEAA AAAAA. E/ASAJ
/2 ERR ER PVC APSE! (_ RE REDUCER)
A. IGVCL REPRO R)RE EEOC CAUSER URJOS )> VAPTE! IPTON CARE A! ALL IHRCA&D CONDECTICEE
5 USER ALL ORATOR! TO INNING 4’ BELOW NROEDJNUUJ
' OCTA-BUBBLER DETAIL
WIRES AYAALL CCRCUE.AR . UMRRUEEEC WHITE EE ALL
::::Y
C
OOLR RPO
TORO PUS YREE2RE US RRED IM S UABSRERDE
l
CEINR
F
I E
.VARtUOC.RREAATAV4 ct.$
lCD_RE UJJ_ I C 1.1cOR R POP AR SEER ElECt MAR A- ROSES AiRIER Be E _ IC RD
US
: k1\I ;:US;PRC EEREC :: Ni H ERA
US
ECANATTC ONE
: E
BIBIR
_RA AUS
L
ICA A
T=1 11 P-1 1-11 � 111 101111 1111ILL III
fi FILTER AND PRESSURE REGULATOR fi REMOTE CONTROL VALVE INSTALLATION . MAR RU ECU-RED ICCARRLRUORREDCRROERRURRORN HER
EEPAA.RR_\ 2ORUS US.flICUSERJIROC
1U-GEEC.JR EEIRR 50CR ElF SEll D ES BY A
WATCH -ARR
[ R
USECRCRCRERJR! . . . YE
Firr� III are",
_ Hi
c_VALVE BOX INSTALLATION 12_TYPICAL COMBINATION TRENCH
0L– TAle) LRRdSSAPE AREa sf Special LerdERapV Are. I SLA, EU DId OR) Etc for proj ect C )y TA S RUbE Efficiency
FIRRH bubbler IrR qa) SR Efficiency
SPray Il RA)OR ER S ElOA
DEEP I r RAReR El EROO
SOEAEW Rotor ElSE 0 EDO
OHHCT S
47.0 0,70
0,85
0, 71
0 RO
075
KS LunHOSAPe COHTER Rn)
ER 5515 SR Factor
Ed DERIR 14 F Acre,
ERG MR ... 1 HAIR Factor
F 815 0.7
LA o62
10
CE
EL
RAIR)e050a EJCSSSArRP )a)ESfl Rate ER 4 ASIReRI )AOIOE
Total LRRdSRaPV VERA
COPREIN OR laURel RB RAEIOPS
I IERRSRR ElI REEE000
Controller Efficiency
LAEASRRPR SAVIOR IRS
TTaxErVuIV APVIECA Water Use IMAWAI
S ORVEES iNn C- LA 0 3 ULA CE GREESRS SeE OVa
C_SRI LaPdeoapE DIED ALQ1 0.62 1 0.7 1 68,670 1 0.31 iiTI i 1 196 751
MAXIMUM APPLIED WAWR ALLDWANCF )SSU:)oT)10))S TEfOitfUEL0)) I000EEE,020E E:K).GAOTCOO )P2))t)o.SS )h/E)OiTSWLR. )St)2t�A’R )TASS:))1HO0E)E. SEEEI,IDA,751
FslIVsstRd Total WAIRI Use ROW Ut
H B AZO I P. I ninaton ISEIhOd Area 17 Eta I KS F Ed ErRS EL IF CERnVrRO CeDARS per yea
OR ACV.RSESNE)E LA OR)) d p il 47 5 0.3 0 1 O 0 B ES H S 62 44409
MAN, � -P,.aRhr.pa .thNrp 15400 47 0 a . 1 5 05 0 B S R 002 202102
Low UStVr 41 in RE DR 47 5 0 P 1 5 07 09 0 H 2 62 R3 4RR E54 AIRESRA RRrERE) sIT epray 19050 47 C 5.5 0 5 55 O 75 0 0 0.62 303, 833
POE IIERR)Rd VodrosEEd area 14 8 -0 CT .. S 0 0 0 0 5 0.62 0
Total area 58.670
TOTAL WATERAPPLIED I’ I I I I I I RN f RE IA S 1. 653835
fE TTRIeREC EASARRR MAWA1&.51TAAU.))OihE) ) S:oh));)o)Po.0:?20io) )hF0A0i.L0oii0S;O0HiE:02 /ihhO.T)T)))) ))SEOElO)E)OEEJOUEO 0 EU SE)oi):)o)i)IOELSOA71OHO)i. E:A)CL7O iF0hSO 0oW) 1k..2:S52.5IWE7 _ 0) E1SNU N 50411 MAWA Sio0o)p)oEH)U)000:o2SO2/E$. )Th)W)AO;EF2)UT 0A00)i))FU).EISU)i oOWOI)r;o)U)OU)oOEt T/Ui:EOS)WSSEWO)U))O)AO5205)ElOtit)000)S))O1051C ShEAF:. E)0E)O0AOE)EU EEOEOuASR%0))O
Water calculation worksheet for the Model Water EffEcleoct LDSdSCRPR Ordinance AB 1801
F.
� 1 TOT-
MR
L–4IEII CCrEEao :
' POP-UP 12’ SPRAY HEAD INSTALLATION p FLUSHING END PLUG INSTALLATION p TREE BUBBLER INSTALLATION
NAPA JUNCTION I RRIGATION CONCEPT AMERICAN CANYON, CALIFORNIA L-3
Scale V = 30 . 185 Mai*et Street
III/ NAPA JUNCTION II! San Francisco CaHfom 84103-21115 TM 415.9402 fi 415.914.1558
0 ES 5 CO ’ mcamhttoctnrcom
DATE MARCH 09 , 21 1
’ VCG JOB A 10.19705
OWE REV I SIONS
S MRS
ARCHITECTS .1B ALL REGAIN RENETAVED NOTE ThE ,SCrflEe. .. U MACTIArA H EUNMAT IN GWNGEISS PEEATTGTIEIIEMVBRELECflNIACSUWTE,GLACU SP, E.EAEEOJSKERCVBEP.NAEN NCAA.rGIAEEMPR.GMR0 ERR ERA an GREAT Er rEGINA EVE*PAGCL
-3
F"Men ___ PF Ma 1.11. Fill !NMI III ism Ei1 i*i ELEVATI ONEAST !1
It Glazing Sunbrella Fesist PPG Glass, SolarGray, 114" Aspen & Mahogany Stripe
Note: Stripe to line up with mullions
Benjamin Moore, Benjamin Moore, Storefront #HC-93, Carrington Beige #HC-88, Jamesboro Gold Wilson Partitions,
#AB-6, Dark Bronze
Benjamin Moore, #HC-109, Sussex Green
Benjamin Moore, #235, Oak Ridge
PAINT COLORS
MATERIALS
Cultured Stone Metal Roof Chardonnay, Country Metal Sales Corp., Ledgestone. CSV20006 #W62, Midnight Bronze
NAPA JUNCTION III Color and Material Board American Canyon, CA.
RECEIVED meg arehitcturc
.
JAN 0 72011 JULY 20, 2010
City oiAmerican Canyon Comrnurnfv Development
E -
ME
41U7&
EP2
II II E *
:
J
L
i----
_______
’
STATE HIGHWAY 29
NAPA JUNCTION III PHOTOMETRIC PLAN AMERICAN CANYON, CALIFORNIA
ACTS NAPA JUNCTION III
V41Z74 1?4,15