Matt R. Bracco
+1 925.948.1305
matt.bracco@am.jll.com
Lic # 01185434
Chris A. Neeb
+1 707.495.7777
chris.neeb@am.jll.com
Lic # 01324612
Glen W. Dowling
+1 707 227 7800
glen.dowling@am.jll.com
Lic # 00890450
Fully Entitled Wine Production & Warehouse
Jones Lang LaSalle Brokerage, Inc. Real Estate Brokerage#: 01856260
±40,085 SF
For Lease or
Build-To-Suit/Sale
SHEET
2
NEC DEVLIN RD & GATEWAY RD
NAPA, CA
SNR17-0004-00 1 0 . 0 7 . 2 0 1 9
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed.
Planned & Approved
280-Room
Montalcino Resort
DEVLIN ROAD
DEVLIN RO
AD
AIRPORT BL
VD
North to Downtown
Napa
South to Vallejo &
Marin County
DEVLIN ROAD
Carnera
SHEET
2
NEC DEVLIN RD & GATEWAY RD
NAPA, CA SNR17-0004-001 0 . 0 7 . 2 0 1 9
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed.
Devlin Road | Napa
Fully Entitled ±40,085 SF Wine Production
& Warehouse Facility on ±2.74 Acres
Permitted for ±98,400 gallons of wine
production annually (±41,379 cases)
±3,299 gallons of water usage permitted
daily
Clear height of 30’
.33 GPM over ±3,000 SF sprinkler density
Two (2) dock-high doors & Two (2)
grade-level doors
2000 AMP, 3-phase Electrical Service
58 parking stalls
Natural Gas provided to building
PROJECT OVERVIEW
SHEET
5
NEC DEVLIN RD & GATEWAY RD
NAPA, CA SNR17-0004-001 0 . 0 7 . 2 0 1 9
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed.
SHEET 4 NEC DEVLIN RD & GATEWAY RD
NAPA, CA SNR17-0004-001 0 . 0 7 . 2 0 1 9
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed.
SITE PLAN
Devlin Road | Napa
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
CAUTION:
IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C :\ _R ev it \0 004_A R C H _a k am run. rv t
5/
4/
2018
9:
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45
A
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N. DETORRES
E.S.
SNR17-0004-00
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SCALE: 1 1/2" = 1'-0"
2
SITE IMAGE
SCALE: 1 1/2" = 1'-0"
3
SITE IMAGE
SCALE: 1 1/2" = 1'-0"
4
SITE IMAGE
SCALE: 1 1/2" = 1'-0"
7
SITE IMAGE
SCALE: 1 1/2" = 1'-0"
5
SITE IMAGE
SCALE: 1 1/2" = 1'-0"
6
SITE IMAGE
SCALE: 1 1/2" = 1'-0"
1
SITE IMAGE
4 05.21.2018 ROOF DESIGN REVISION
±40,085 SF
DEVLIN RO
AD
DEVLIN RO
AD
Dock-High Doors
FLOOR PLAN |
PLANNED INDUSTRIAL BUILDING
Devlin Road | Napa
Fully Entitled Wine Production & Warehouse
Grade Level Door
Dock-High Doors
F.E. F.E. F.E. F.E.1
1
5
5
A
A
E
E
D
D
2
2
3
3
4
4
C
C
B
B
154. 68° 115.32 ° 135.00° 13 5.00° A A5.0 A A5.0 B A5.0 B A5.0 206' -0" 44' -9" 53' -9" 53' -9" 53' -9" 215'-4" 53'-4" 54'-0" 54'-0" 54'-0" 188'-4" 27'-0" 84' -0" 6'-0" 209'-4" 51' -0" 155' -0" WAREHOUSE 100 202 202 TYP.201 TYP.211 203 TYP.204 205 208 TYP.207 F.O .C . F.O.C. F.O .C . F.O.C. F.O .C . F.O.C. F.O.C. F.O.C. F.O .C . F.O .C . F.O .C . 209 TYP.213 24'-0 1/2" 11' -10" 19' -0" 26' -2" 8'-7" 15' -0" 7' -6 " 2' -6 " 2' -6 " 7' -6 " 7' -6 " 216 214 3'-4" 5'-5" 4'-6" 3'-0" 3'-4"3'-5" 12'-0" 4'-6" 3'-4" 3'-0" P.J. P.J. P.J. P.J. P.J. P.J. P. J. P. J. P. J. P. J. P. J. P. J. 10'-0" 25' -0" 25' -0" 25' -0" 23' -6" 23' -6" P.J. P.J. P.J. P.J. P.J. P.J. P. J. P. J. P. J. P. J. P.J. 16'-0 1/2" 2' -6 " SD2 SD1 SD1 SD2 SF1 F1 F1 F1 F1 SF2B.2
B.2
10'-0" 10'-8" 27'-0" 54'-0" SD2 F1 F1 2' 3' 3'12' 5' 5'12' 3' 3' 2' 3' 5' F.O.M .C.O.M . F.O.M . 5' 3' 3' 5' F.O.M .C.O.M . F.O.M . F.O.M .C.O.M . F.O.M . 5-4 3/4 " . 16 '-0" . 2' 9' 4' 9' 3' EQ. 4'-8 1/2" . 3' 8' 92'-1 1 1/ 2". 6' A6.33 TYP. A6.1a9 215 47' ELEC RM. 101 F1 4 A4.1 3 A4.1 1 A4.1 5 A4.1 2 A4.1 25' -10" 25' -10" 25' -10" 25' -0" 27' EQ EQ 13'-3". F1 F1 30' 22' 26' 9' 3' 9' TYP.210 A6.32 TYP. B 26' 26' 26' 52' 12'3' 3' 14' SD2 7' 22 '-2 ". TYP.212 FUTURE OFFICE 218 219NOTES
-CONCRETE WALLWALL LEGEND
ABBREVIATIONS
F.O.C. = FACE OF CONCRETE
P.J. = PANEL JOINT
C.O.M. = CENTER OF MULLION F.O.M. = FACE OF MULLION
ALUMINUM STOREFRONT
HARDWARE:
2 SETS PIVOT SET
2 SETS INTER PIVOT
1 EA MORTISE CYLINDER
2 SETS OFFSET PULL
2 EA OH CLOSER
1 EA THRESHOLD
1 EA DECAL
NOTE: WEATHERSEAL BY DOOR MANUFACTURER
BUTT HINGES:
SOSS - STANDARD WEIGHT, PLAIN BEARING, STEEL HINGES OR APPROVED EQUAL.
ALL EXTERIOR OUTSWING DOOR BUTTS SHALL BE MADE OF NON-FERROUS MATERIAL AND SHALL HAVE STAINLESS STEEL HINGE PINS.
VON DUPRIN 99 SERIES PANIC DEVICE OR APPROVED EQUAL CLOSING DEVICES: NORTON 8500 BF SERIES OR APPROVED EQUAL STOPS: TRIMCO W1200 SERIES DOOR STOP
SLIDE BOLT AND PAD LOCK: INSTALL SLIDE BOLT ABOVE LEVEL OF DOOR GUARD
DOOR NOTES
DOOR TYPES
SF2 SF2 HOLLOWMETAL 3'-0" x 7'-0"PAINTED INSULATED
HOLLOW METAL DOOR
HARDWARE: 3 EA HINGES 1 EA EXIT DEVICE 1 EA CYLINDER 1 EA CLOSER 1 EA PERIMETER SEAL 1 EA BOTTOM DRIP 1 EA THRESHOLD 1 EA LOCK GUARD
1 EA HVY DUTY FLOOR STOP
F1 F1*
F1
SECTIONAL O.H.
DOOR 9'-0" x 10'-0"DOCK HIGH SECTIONAL
VERTICAL LIFT OVERHEAD DOOR W/ FACTORY PAINTED FINISH FOR LOADING/UNLOADING WET AND DRY GOODS. 12'-0" x 14'-0" SECTIONAL VERTICAL LIFT OVERHEAD DOOR W/ FACTORY PAINTED FINISH FOR LOADING/UNLOADING DRY GOODS ONLY. HARDWARE: 1 EA SLIDE BOLT 1 EA PAD LOCK SD1 SD2 SD1 SD2 SD1 SD2 FOR FOR A6.42 A6.43 A6.49 A6.410 A6.411 A6.414 A6.412 A6.415 3'-0" x 8'-0" CLEAR ANOD. ALUM. STOREFRONT DOOR W/TEMPERED GLAZING (NARROW STILE)
6'-0" x 8'-0" (PAIR) CLEAR ANOD. ALUM. STOREFRONT DOOR W/TEMPERED GLAZING (NARROW STILE) FRAME: MANUFACTURER SF1 SF1 ar ch ite ctu re pl anni ng in te rio rs gr ap hic s civ il en gin ee rin g 46 83 C ha bo t D r # 30 0 Pl eas an to n, C A 9 458 8 p 925. 24 4. 962 0 f 925 .24 4. 96 21 JOB NO.: DRAWN BY.: PA/PM: SHEET TH ES E D RA WI NG S A ND S PEC IF IC AT IO NS A RE T HE P RO PER TY A ND C OP YR IG HT O F W AR E M AL C OM B A ND S HA LL N OT B E U SED O N AN Y O TH ER W OR K EX C EP T B Y A GR EEM EN T WI TH W AR E M AL C OM B . W RI TT EN D IM EN SI ON S S HA LL T AK E P REC ED EN C E O VER S C AL ED D IM EN SI ON S A ND S HA LL B E V ER IF IED O N T HE J OB S IT E. A NY D IS C REP AN C Y S HA LL B E B RO UG HT T O T HE N OT IC E O F W AR E M AL C OM B P RI OR T O T HE C OM MEN C EM EN T O F A NY WO RK .
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
C :\_ R ev it\ 000 4_A R C H _f he lgu er a. rv t 10/ 8/ 2019 10: 52: 32 AM N. DETORRES E.S. SNR17-0004-00
FL
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DEVL
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58
201 STRUCTURAL STEEL COLUMN.
202 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT
OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE.
203 6'X8' HYDRAULIC DOCK LEVELER.
204 DOCK PIT.
205 OUTLINE OF WALL ABOVE.
207 ALUMINIUM STOREFRONT FRAMING SYSTEM.
208 ALUMINIUM STOREFRONT DOOR.
209 WATER FOUNTAIN AND ELEVATED REFLECTING POND.
210 HOLLOW METAL DOOR.
211 9'X10' SECTIONAL DOOR (DOCK LEVEL) FOR FUTURE LOADING AND
UNLOADING, SEE ELEVATIONS.
212 12'X14' SECTIONAL DOOR (GRADE LEVEL) FOR FUTURE LOADING AND
UNLOADING, SEE ELEVATIONS.
213 PRIMARY AND SECONDARY ROOF DRAIN AND DRAIN LEADERS,
TRANSITION DIAGONALLY ATTACH TO WALL WITH UNI-STRUTS.
214 PLANTER WALL W/ STONE VENEER.
215 ROOF LADDER.
216 WATER FOUNTAIN AND ELEVATED REFLECTING POND WALL W/ STONE
VENEER.
218 (N) CANOPY STRUCTURE ABOVE.
219 6"X6" STEEL POST, SET INTO CONCRETE PIER AT BACK OF CURB.
N
0
8
'
16'
32'
64'
1/16"=1'-0"
SCALE: 1/16" = 1'-0"1
FLOOR PLAN
D AT E R EM AR KS 1 07 .1 9. 20 17 U SE P ER M IT S U BM IT TA L 2 12 .2 1. 20 17 U SE P ER M IT C O M M EN T R ES PO N SE 3 02 .1 3. 20 18 U SE P ER M IT C O M M EN T R ES PO N SE A 10 .0 8. 20 19 U SE P ER M IT A PP . R EV IS IO N S A A A• Column spacing: 54’ x 54’
• Skylights throughout
• High identity building signage
• Bldg. dimensions: 215’ deep x 206’
NAPA VALLEY |
THE PLACE YOU NEED TO BE
Devlin Road | Napa
Grade Level Door
Dock-High Doors
BENICIA
FAIRFIELD
OAKLAND
SAN FRANCISCO
STOCKTON
SAN JOSE
SACRAMENTO
CONCORD
LIVERMORE
NAPA
PLEASANTON
TRACY
VACAVILLE
Port of Benicia Port of Stockton SFO Intl’ Airport San Jose Intl’ Airport Stockton Airport Napa County Airport Oakland Intl’ Airport Port of Oakland92
84
287
99
99
4
4
29
580
580
680
680
580
880
280
80
80
80
5
5
205
505
DEVLIN ROAD
North to Downtown
Napa
South to HWY 37
and Marin County
DEVLIN RO
AD
Subject
Property
DEVLIN RO
AD
AIRPORT BL
VD
AIRPORT BLVD
6 Miles East to
Interstate 80 &
I-680
Planned & Approved
280-Room
Montalcino Resort
SHEET
2
NEC DEVLIN RD & GATEWAY RD
NAPA, CA
SNR17-0004-00
1 0 . 0 7 . 2 0 1 9
This conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed.