HomeMy WebLinkAboutItem No. 12 - (Public Hearing) Dollar General Amended Proposal76' x 140'
10640 SF Prototype E+
HVAC On Roof
Solar Panels On Roof
PROPOSED PARCEL
(0.83 AC)
W. MARSHALL BLVD.
TEL
ELEC.METER GAS
NORTH E. STREETBUILDING SETBACKS:
FRONT:10'
SIDE: 0'
REAR:0'
REQUIRED PARKING:
1 SPACE PER 300 SQ FT
10542/ 300 = 35.14 SPACES
32 SPACES PROVIDED
MINIMUM DIMENSIONS
DRIVE AISLE REQUIRED: 26'
STD. STALLS: 9 'X 18'
JURISDICTION:
CITY OF SAN BERNARDINO, CAHEAVY DUTY AC
LIGHT DUTY AC
LANDSCAPE
LEGEND:
SCALE:1"=50'
DESIGNER
CO.:
NAME:
PHONE #:
ACREAGE:
REQ'D. PARKING SPACES:
DEVELOPER
NAME:
PHONE #:
CO.:NNN RETAIL DEVELOPMENT
DATE:
BLDG/SALES SF:
PROTOTYPE:
858-354-0007
DAVID CHURCH
35
10,640 /8,513
NORTH3191 N E ST,
SAN BERNARDINO, CA 92405
0.83
10640 E +
NNN RETAIL DEVELOPMENT
858-354-0007
DAVID CHURCH
5/12/2021
1.Site layout based on aerial data only.
Lot lines and property dimensions
need to be verified by ALTA/ACSM
survey.
2.Landscape, utility, drainage, and
signage requirements have not been
reviewed.
3.Current zoning is: CG-1
NOTES & ISSUES:
HEAVY DUTY PCC
EXHIBIT B
STANDARD DUTY
PCC
1
A5
4'-0"12'-0"8'-0"4'-0"ADDRESS #
D B AC
DBAC
6 5 4 3 2 1
654321
ADDRESS #
ELEC.4'-0"4'-0"34'-6"16'-6" TO J-BOX6'-0"12'-0"
24
20
6'-0"KNOX BOX1674 4 4'-6"16'-6" TO J-BOX3
9
EQ EQ
6
11
12
12
6
11
25
1674 4
27
6
11
12
12
6
11
TELGAS
6
PROVIDE 3-5/8" METAL STUD @ 16" O.C. INFILL
BELOW PEMB GIRT, ALIGN INFILL WALL TO FACE
OF GIRT AND EXTEND CEMENT PLASTER FINISH
411
6
411
6
411
7 616
1
25
1
9
9
9
5
7
3
10
10 16
8
4'-6"
6
11
6
411
88 8 8 8
13
14
17
15
16'-6" TO J-BOX16'-6" TO J-BOXEQ 28'-0"28'-0"EQ
EQ EQ
EQ EQ
5 5 5
3
12'-0"
4'-6"12'-0"30'-2"28'-6"17'-0"
6
31
6'-4"6"
TYP.
9'-4"
3030
30
30
3030
27
32
32
32
32
32
32 10'-0"10'-0"EQ.EQ.EQ.EQ.
FINISH GRADE
SLOPE FOOTING AWAY
FROM TRELLIS POST
18" X 24" DEEP
CONCRETE FOOTING
2" TUBE STEEL FRAME,
TYP.
1/4" STEEL ROD INFILL
@ 12" O.C., EACH WAY
NOTES:
1. CONTINUOUS WELD ALL FRAME
TUBES, GRIND SMOOTH
2. SPOT WELD ALL STEEL ROD JOINTS
3. POWDERCOAT BLACK
10GA GALVANIZED STEEL CLIP
(PAINT TO MATCH TRELLIS). SECURE
THROUGH METAL WALL PANEL TO
GIRT WITH (1) 3" x 1
4" Ø TEK SCREW.
ADJUST FOR PLUMB AND SECURE TO
TRELLIS WITH 1
4" Ø TEK SCREW. TYP
(3) PER TRELLIS. SEAL ALL BUILDING
PENETRATIONS.
CENTERLINE OF PEMB
GIRT
COORDINATE WITH STRUCTURAL
DRAWINGS FOR THOSE LOCATIONS
OVERLAPPING BUILDING FOOTING
KM Architecture, Inc.
A Full Service Architectural Practice
PO BOX 646
SHINGLE SPRINGS, CA 95682
(530)344-4073
This drawing is not final, or to be used for construction until the
Architect's or Engineer's seal and signature appear above.
DOLLAR GENERAL
STORE # 23019
3191, 3195 N E ST
SAN BERNARDINO, CA 92405
kM
architecture
CONSTRUCTION
DOCUMENTS
APN:
0152-163-18,
0152-163-19
KM Architecture, Inc. 2021 All Rights ReservedALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF KM ARCHITECTURE, INC. AND MAY NOT BE DUPLICATED WITHOUT WRITTEN CONSENT OF KM ARCHITECTURE, INC.NNN Retail Development
15882 Wakefield Lane
San Diego, CA 92127 5441 Fair Oaks Blvd.Teal Park - Suite G2Carmichael, CA 95608Phone: (530) 200-4022RSE Project No. 190506msa-ec.com
Las Vegas, NV 89123
370 E Windmill Lane, Suite 100
702.896.1100
MSA#L20508
A2
EXTERIOR ELEVATIONS,
EXTERIOR FINISHES
1 SIGN FURNISHED AND INSTALLED BY DOLLAR GENERAL CORP. WITH CIRCUIT AS NOTED
ON ELECTRICAL PLAN. SIGN TO BE CENTERED ON FRONT OF BUILDING. CONTRACTOR IS
TO PROVIDE ADEQUATE BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO SUPPORT
SIGN WEIGHT OF UP TO 1,400 LBS. EXTERIOR CANOPY SIGN SHALL BE SUPPORTED BY
THE FACE OF THE CANOPY. COORDINATE THE PROPER SIGNAGE TO BE USED WITH
DOLLAR GENERAL
WALL-MOUNTED OVERHEAD WOOD TRELLIS, REFER TO SECTIONS FOR DETAILS
AREA LIGHT. REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFO
DECORATIVE CORNICE AND METAL COPING, SEE SECTIONS FOR DETAILS, PAINT PER
EXTERIOR FINISH SCHEDULE
WALL PACK. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
METAL COPING - SEE EXTERIOR FINISH SCHEDULE FOR COLOR
PRE-FINISHED METAL DOWNSPOUT - SEE EXTERIOR FINISH SCHEDULE FOR
COLOR, CONTRACTOR TO PROVIDE COLLECTOR BOX AND THRU-WALL SCUPPER,
REFER TO SECTIONS FOR DETAILS.
STANDING SEAM METAL ROOF BEYOND
CEMENT PLASTER WALL FINISH O/ 1/2" GWB (DENSGLAS) SHEATHING, O/ BYPASS
GIRTS, SEE SECTIONS FOR DETAILS, PAINT PER EXTERIOR FINISH SCHEDULE; SEE
CEMENT PLASTER CONTROL JOINT NOTES THIS SHEET FOR CONTROL JOINT
REQUIREMENTS
VENT FOR BATHROOM EXHAUST. REFER TO M01 FOR ADDITIONAL INFORMATION
DOOR BUZZER. REFER TO E01 FOR ADDITIONAL INFORMATION
ELECTRICAL METER/ MAIN LOCATION, REFER TO ELECTRICAL DRAWINGS
HVAC UNITS MOUNTED ON ROOF. REFER TO MECHANICAL SHEET M1 FOR MORE
INFORMATION
MINIMUM EAVE HEIGHT IS 14'-0" A.F.F.
OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING DOORS @ 9'-0" A.F.F.
ELEVATION KEYED NOTES
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
KNOX BOX, COORDINATE FINAL LOCATION WITH LOCAL JURISDICTION20
PARAPET BEYOND
METAL CANOPY BY PEMB21
8" SPLIT FACE CMU WAINSCOT TO 3'-4" AFF W/ PRECAST BEVELED CAP, PAINT PER
EXTERIOR FINISH SCHEDULE, PILASTER TO EXTEND TO 10'-0"
FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED
FLOOR AT ALL NON PAVED AREAS
22
CEMENT PLASTER WALL FINISH O/ 1/2" GWB (DENSGLAS) SHEATHING, SEE SECTIONS
FOR DETAILS, PAINT PER EXTERIOR FINISH SCHEDULE; SEE CEMENT PLASTER
CONTROL JOINT NOTES THIS SHEET FOR CONTROL JOINT REQUIREMENTS
CEMENT PLASTER TO WRAP/RETURN CORNER OF PEMB GIRT, CONTRACTOR TO PROVIDE
BLOCKING AS REQUIRED TO SECURE PLYWOOD RETURN, TYP. ALL RETURN LOCATIONS.
WHERE UNDERGROUND STORM DRAIN IS REQUIRED, PROVIDE DOWNSPOUT ADAPTER
BOOT. COORDINATE UNDERGROUND WITH CIVIL DRAWINGS, TYP. ALL DOWNSPOUTS
23
8" SPLIT FACE CMU
SHERWIN WILLIAMS, VAN DYKE BROWN, SW 7041
CEMENT PLASTER FINISH
SHERWIN WILLIAMS, WELL BRED BROWN, SW 7027
CEMENT PLASTER FINISH
SHERWIN WILLIAMS, DOWNY, SW 7002
NOTE:
1.REFER TO SHEET T01 FOR ADDITIONAL INFORMATION ON
RECOMMENDED NATIONAL ACCOUNT VENDORS.
2.NATIONAL ACCOUNT AND CONTACT INFORMATION SUBJECT TO
CHANGE.
FINISH LEGEND
CEMENT PLASTER CONTROL JOINT NOTES:
1.FOR CLARITY, CONTROL JOINTS ARE NOT SHOWN.
2.SUBMIT CONTROL JOINT LAYOUT FOR APPROVAL
3.PROVIDE CEMENT PLASTER CONTROL JOINTS PER ASTM C
1063, TO CREATE PANELS NOT MORE THAN 144SF, DISTANCE
BETWEEN CONTROL JOINTS NOT TO EXCEED 18' OR
LENGTH-TO-WIDTH RATIO OF 2.5 TO 1.
1/2" DIAMETER x 6" LONG STAINLESS STEEL EYE BOLTS (CLOSED) WITH 1" DIAMETER
OPENINGS. DRILL AND EPOXY INTO BLOCK WALL. 4 BOLTS TO BE LOCATED AS SHOWN
EACH SIDE OF ENTRY, TOTAL OF 8 BOLTS
24
CEMENT PLASTER WALL FINISH O/ 1/2" GWB (DENSGLAS) SHEATHING, O/ 3-5/8"
METAL STUD @ 16" O.C., ALIGN FACE OF CEMENT PLASTER TO FACE OF CMU
WAINSCOT, PAINT PER EXTERIOR FINISH SCHEDULE; SEE CEMENT PLASTER
CONTROL JOINT NOTES THIS SHEET FOR CONTROL JOINT REQUIREMENTS
25
WALL-MOUNTED OVERHEAD WOOD TRELLIS, REFER TO SECTIONS FOR DETAILS AND
BLOCKING REQUIREMENTS
26
GROUND MOUNTED STEEL TRELLIS, SEE DETAIL THIS SHEET27
PROVIDE BLOCKING TO PEMB GIRTS PER DETAIL 2A/A03, TYP.28
CEMENT PLASTER FINISH
SHERWIN WILLIAMS, BACKDROP, SW 7025
ADHERED STONE VENEER
ELDORADO STONE, HILLSTONE, VERONA
OVERHEAD SUPPORTED AWNING PER NOTES THIS SHEET29
30
OVERHEAD SUPPORTED CANOPY IS PROVIDED BY THE PEMB.
CONTRACTOR SHALL COORDINATE INSTALLATION WITH THE BUILDING
& CANOPY MANUFACTURERS. THE CANOPY INFORMATION STATED
BELOW IS A BASIS OF DESIGN.
MANUFACTURER: MAPES ARCHITECTURAL CANOPIES
www.mapescanopies.com
PRODUCT:OVERHEAD SUPPORTED, SUPERSHADE
FASCIA: 8" J
COLOR: EXTRA DARK BRONZE
OVERHEAD CANOPY BASIS OF DESIGN
DECORATIVE LIGHT FIXTURE, TYP. SOUTH AND WEST ELEVATIONS, REFER TO
ELECTRICAL
31 ALUMINUM WINDOW WITH OPAQUE BACKING FILM, SEE SECTIONS FOR DETAILS.
32 ADHERED STONE VENEER PER FINISH SCHEDULE THIS SHEET, TYP. FRONT ENTRANCE