CITY COUNCIL
ATTACHMENT D
Site Plan Graphics
CL
PARK AVENUE
CL
ALLEY
CL
DOS PALMAS ROAD
N89°31'40"E 326.32'
N89°16'10"E 292.62'
112.00' 112.00' 102.32'
N00°43'50"W
196.79'
N00°43'50"W 196.28' N00°43'50"W
195.78'
N27°20'15"E
166.02'
∆=27°48'35"
R=190.00'
L=92.22'
∆=61°55'55"
R=50.00'
L=54.05'
64'
32'
32'
33'
33'
66'
20'
10'10'
EMH
COMM
MH
SMH SMH
SMH
SMHSMH
PP PP PP
SW DWY
SW SW SW
SW
SW
SW
SW
SW
SW
SW
SN
FH
WV
WV
SNWM
WM
AC
AC
AC
AC
COMM
PB
COMMERCIAL DEVELOPMENT
DESERT STAR RETAIL
C21-Q60
SEPTEMBER 2023
PROJECT ADDRESS:
PARK & DOS PALMAS
VICTORVILLE, CA 92392
APN: #0396-092-14 (FORMERLY-04, -05, -06)
CONTACT INFO:
MUSTAFA ZEIDAN
15419 TAMARACK DR.
VICTORVILLE CA 92392
VICTORVILLE UTILITIES
TELEPHONE (PROPOSED):
WATER & SEWER (PROPOSED): ELECTRIC (PROPOSED):
DISPOSAL:
CITY OF VICTORVILLE
14343 CIVIC DRIVE
VICTORVILLE, CA 92395
(760) 955-5001
BURTEC WASTE INDUSTRIES INC.
17080 STODDARD WELLS RD.
VICTORVILLE, CA 92394
760-245-8607
SOUTHERN CALIFORNIA EDISON CO.
12353 HESPERIA RD.
VICTORVILLE, CA 92392
(760) 951-3237
VERIZON
15168 LA PAZ ROAD
VICTORVILLE, CA 92392
(800) 772-5153
GAS (PROPOSED):
SOUTHWEST GAS CO.
13471 MARIPOSA ROAD
VICTORVILLE CA. 92392
(760) 951-4055
NORTH
STEENO DESIGN STUDIO, INC.
ARCHITECT: TOM STEENO
11774 HESPERIA RD. SUITE B-1
PH: 760.244.5001 FX: 760.244.1948
APPLICANT / OWNER: ARCHITECT / REPRESENTATIVE:
PROJECT DATA
YES
1 FIRE SPRINKLERS:
STORIES:
OCCUPANCY'S:
CONSTRUCTION TYPE:
ZONE:
APPLICATION TYPE: SITE PLAN REVIEW
IPD (INDUSTRIAL PLANNED DEVELOPMENT)
M
DESERT STAR DISTRIBUTION
IIIA, V - B
8 26,847 SQ. FT.
SITE PLAN
SCALE: 1:20
PROPOSED INDUSTRIAL BUILDING
DESERT STAR RETAIL
MERGE LOTS
15 TRUCK RAMP DN.
28.00 10
36.00 2096
17.50 9.00
TYP. U.O.N.
9.00 TYP.
VICINITY MAP
ANACAPA RD.
BONANZA RD.
CHOLAME RD.
DOS PALMAS RD.
AMARGOSA RD. PARK AVE.
BOREGO RD.
CAHUENGA RD.
PALMDALE RD.
TAMARACK RD.
MARIPOSA RD.
YATES RD.
I-15 FREEWAY
CITY OF
VICTORVILLE
NORTH
PROJECT
LOCATION
MERGE LOTS
28.00 SITE DATA
LEGAL DESCRIPTION:
BUILDING AREA (TOTAL)
A/C PAVING
% COVERAGESQ. FOOTAGEAREA
CONCRETE HARDSCAPE & CURBING
LANDSCAPED AREA
PROPOSED LAND AREA & COVERAGE
26,847
3,431
37%
LANDSCAPED AREA (BEYOND PROPERTY LINE)
AREA
SITE AREA
SQ. FOOTAGE
NET LAND AREA (1.66 ACRE) 72,493 S.F.
NOT A PART
27,044 37%
4,289 5.9%
14,313 20.1%
APN #: 0396-092-14
ALL OF LOT 37, LOT 38 AND LOT 39 OF TRACT NO. 8197, AS PER MAP RECORDED IN BOOK 106, PAGES 59 AND 60 OF MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF SAID COUNTY
01 02 0 4 0 8 0
SCALE = 1:20
PARKING DATA
REQUIRED PARKING PER G.F.A.:
# SPACESS.F.RATIOAREA
INDUSTRIAL BLDG. UP TO 16,000 ft² 19 -
TOTAL REQUIRED 25
PROVIDED PARKING:
9'x20' ACCESSIBLE PARKING STALLS
9'x20' STANDARD PARKING STALLS
= 3 SPACES
= 44 SPACES
TOTAL PROVIDED 49 SPACES
16,000
SCOPE OF WORK
10.33 325.77
17.1494.7884.86
30'BUILDING HEIGHT:
TO CONSTRUCT A 26,847 SQ. FT. NEW WHOLESALE RETAIL BUILDING ON VACANT LAND. THERE IS EXISTING POWER, WATER, SEWER AND GAS UTILITIES NEAR THE SITE.
ONE HOUR FIRE
RATED WALL
PARK AVE. & DOS PALMAS RD.,VICTORVILLE CA 92392
A.P.N. # 0396-092-04,05 & 06
INDUSTRIAL BLDG. ABOVE 16,000 ft² 61:2000 10,847
13.00 28.00
10.00 SITE PLAN
A-0
10.00 5.00
17.50 2.50
20.00 8.58
5.0 S.B.
5.0 7
87.00 8.00
7.007.00
DECORATIVE STAMPED CONCRETE OR PAVERS
25.00 VAN ACCESSIBLE PARKING SPACE
ACCESSIBILITY STALL EMBLEM PAINTED AS SHOWN
A.D.A. RAMP NOT TO EXCEED 8.33% MAX. SLOPE IN DIRECTION OF RUN. 5' WIDE ACCESSIBILITY ACCESS W/ BLUE STRIPES
6" WIDE CONCRETE 'A' CURB.
6" WIDE CONCRETE CURB. W/ 2.5' PARKING NOSE OVER PER CITY STANDARDS
RETAINING WALL, SEE CIVIL PLANS
TRUNCATED DOMES, 36" DEPTH MIN. x WIDTH OF RAMP
11 20
KEYED NOTES
19 17
16 15
14 13
12 10
9 8
7 6
5 4
3 2
1 TRAFFIC FLOW DIRECTIONAL ARROWS PAINTED ON PAVING AS SHOWN ON PLAN 8" THK. REINFORCED CONCRETE PAD W/ 2% MAXIMUM SLOPE AWAY FROM T/E FUTURE EV CHARGING STATIONS TO INCLUDE (1) ADA VAN ACCESSIBLE STALL
18 CONCRETE WHEEL STOP PER CITY STANDARD
LANDSCAPED AREA, SEE LANDSCAPING PLANS.
PAINTED PARKING HAIRPIN STRIPE.
"CLEAN AIR / VANPOOL / EV" PARKING IDENTIFICATION.
CGBSC 5.105.5.2, TYP. OF 3
WARNING SIGNAGE REGARDING UNAUTHORIZED USE OF
DISABLED PARKING SPACES
PROPOSED A.C. PAVING - 4" OVER 4" CLASS II BASE OVER 12" OF COMPACTED SOIL. 6'-0" HIGH, 17'-4" x 13'-8" TRASH ENCLOSURE w/ 17' x 9' LOADING ZONE IN FRONT, PER CITY STANDARDS.
4" NOMINAL THICK CONCRETE WALKWAYS
A.D.A. VAN ACCESSIBLE SIGN
1 6 18
4 78
9 10
11 10
10 11
1212
1212
1212
14 15
16 5
17 17
17 17
19 19
20 20
20 9
OVERSIZED PARKING STALLS = 2 SPACES
13.00 OVERSIZED PARKING STALL AS INDICATED21
21 12.50
2 SETBACK
SITE LIGHT POLE STANDARD22
22 CLEAN
AIR
VEHICLE
CLEAN
AIR
VEHICLE
CLEAN
AIR
VEHICLE
LOADING ZONE
22 EXISTING SIDEWALK23
23 13
19.48 24
24 30.00
SETBACK
20.00 S.B.
11.92 32.75
26.83 P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 INC.DESIGN STUDIO
ARCHITECTURE DESIGN PLANNING
PROJECT:
THOMAS R . STEENO
STATE OF CA L I FORN
IA
C-26448
L
ICENSED ARCHITECT
REN . 2 / 2 8 / 25
S T E E N O
S:\2021 Aprojects\02 - Commercial\Q - Z\60 - Zeidan - Park & Dos Palmas VV\A-0 SitePlan_Zeidan.dwg, 9/25/2023 8:36:54 AM, DWG To PDF.pc3 V.M.C. parking standards for wholesale and warehouse
uses require 1 space per 1000 sq. ft. of warehouse space plus 1 space per 300 sq. ft. of accessory office area.
Based upon the standards noted above, the proposal
provides off-street parking in accordance with Municipal Code standards with a surplus of 21 spaces as 28 spaces are required and 49 are provided ([26,193 sq. ft.
warehouse area / 1,000 sq. ft. = 26 spaces] + [645 sq. ft. office area / 300 sq. ft. = 2 spaces] = 28 total required spaces).
48x120
48x120
48x120
48x120
48x120
COMMERCIAL DEVELOPMENT
DESERT STAR RETAIL
C21-Q60
SEPTEMBER 2023
PROJECT ADDRESS:
PARK & DOS PALMAS
VICTORVILLE, CA 92392
APN: #0396-092-14 (FORMERLY-04, -05, -06)
CONTACT INFO:
MUSTAFA ZEIDAN
15419 TAMARACK DR.
VICTORVILLE CA 92392
P.O.S.P.O.S.
P.O.S. P.O.S.
DISPLAY CABINET
DISPLAY CABINET
CHECKOUT
COUNTER
CHECKOUT
COUNTER
12'-6" x 21'-3"
10' CLG.
OFFICE #1
12'-6" x 21'-3"
10' CLG.
OFFICE #2
10'-0" x 14'-2"
10' CLG.
HUMIDOR
10'-0" x 7'-1"
10' CLG.
CLOSET
10'-0" x 7'-2"
10' CLG.
A.R.R.
7'-4" x 7'-8"
10' CLG.
A.R.R.
7'-4" x 7'-8"
10' CLG.
48x12048x12048x120
48x12048x12048x120
48x120 48x120 48x120
48x120
48x120
48x120
48x12048x12048x120
48x120 48x120 48x120
48x120
48x120A.R.R.
48x12048x12048x12048x120
48x12048x12048x12048x120
48x120 48x120 48x120 48x120
48x12048x120
48x12048x12048x120
48x120 48x120 48x120
48x12048x12048x120
48x120 48x120 48x120
48x120
48x120
48x120
48x120 48x120 48x120 48x120 48x120 48x120
48x120
48x120
48x12048x12
0 48x12
0 48x12
0 48x12
0 48x120 48x12
0 48x120 48x120 48x120
48x12048x12048x12048x12048x120
48x120 48x120 48x120 48x120 48x120
48x120
48x120
48x120
48x12048x12048x12048x12048x120
48x120 48x120 48x120 48x120 48x120
48x12048x12048x12048x12048x120
48x120 48x120 48x120 48x120 48x120
48x120 48x12
0 48x120 48x120 48x12048x120 48x120
WALK-IN
COOLER
WALK-IN
FREEZER
8 DOORS 8 DOORS
48x120
48x120
48x120
48x12048x120 48x120
48x120
48x120
48x120
48x120
48x12
0 48x120
48x120 48x120
48x12048x120
48x120 48x120
48x120
48x120
48x120
48x120
48x120 48x120 48x120
FLOOR PLAN - 26,871 sq. ft.
SCALE: 3/32" = 1'-0"
DESERT STAR RETAIL
PARK AVE. & DOS PALMAS RD., VICTORVILLE CA 92392
A.P.N. # 0396-092-04,05 & 06
7'-0" x 9'-0"
OPEN CLG.
ELEC.
RM.
48x120
48x120
48x120
48x120
NORTH
STEPS
DOWN
12' x ROLL-UP DR.
14' x 14' ROLL-UP DR.
36" DR.
40'-0 x 32'-6"
OPEN CLG.
ENTRANCE
TRUCK RAMP DOWN
325'-101
2"
300'-2"25'-8"
87'-0"
43'-6"43'-6"
48x12048x12048x12048x120
48x120 48x120 48x120 48x120
48x120
36" DR.
36" DR.
36" DR.
48x120 48x120 48x120
48x12
0 48x120
48x120
48x120
48x120
48x120
48x120
48x120
302'-10" 23'-0"
325'-10"
48x12048x12048x120
48x12048x12048x120
48x120 48x120 48x120
48x120
48x120
48x120
48x12048x12048x120
48x120 48x120 48x120
48x120
48x120
48x120
48x120
48x120
48x12048x120
48x120 48x120
48x12048x120
48x120 48x120
48x120
48x120
48x120
48x120
48x120
48x120
48x120
48x120
48x120
48x120
48x120
48x120
48x120 48x120 48x120 48x120
FLOOR PLAN
A-1
20'-2"
48x120
48x120
25'-0"
10'-0"
30'-0"
P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 INC.DESIGN STUDIO
ARCHITECTURE DESIGN PLANNING
PROJECT:
THOMAS R . STEENO
STATE OF CA L I FORN
IA
C-26448
L
ICENSED ARCHITECT
REN . 2 / 2 8 / 25
S T E E N O
S:\2021 Aprojects\02 - Commercial\Q - Z\60 - Zeidan - Park & Dos Palmas VV\A-1 Floor Plan_Zeidan.dwg, 9/25/2023 8:42:11 AM, DWG To PDF.pc3 645.63 sf
COMMERCIAL DEVELOPMENT
DESERT STAR RETAIL
C21-Q60
SEPTEMBER 2023
PROJECT ADDRESS:
PARK & DOS PALMAS
VICTORVILLE, CA 92392
APN: #0396-092-14 (FORMERLY-04, -05, -06)
CONTACT INFO:
MUSTAFA ZEIDAN
15419 TAMARACK DR.
VICTORVILLE CA 92392
RIGHT SIDE - EAST ELEVATION
SCALE: 3/32" = 1'-0"
LEFT SIDE - WEST ELEVATION
SCALE: 3/32" = 1'-0"
WALL SHOWN AT
AN ANGLE
BACK - NORTH ELEVATION
SCALE: 3/32" = 1'-0"
ROLL UP DOOR
ROLL UP DOOR
4'-0"
STAIRS UP
TRUCK RAMP
DOWN
26'-0"
26'-0"
26'-0"
EXTERIOR
ELEVATIONS
A-2
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 TILT UP CONCRETE WALLS, COLOR: DE6342 BLUE STEEL
(DARK GREY) DUNN EDWARDS
STORE FRONT DOOR SYSTEM,CLEAR ANODIZED ALUMINUM
WINDOW, W/ CLEAR ANODIZED ALUMINUM FRAME.
EXTERIOR METAL DOOR PAINTED DE6342 BLUE STEEL (DARK
GREY) DUNN EDWARDS
SIGNAGE PER OWNER
SILVER COLORED METAL CANOPY
FINISHED FLOOR LINE
CONCRETE REVEAL
WALL SCONCE LIGHTING - MODERN FORMS
SKYSCRAPER 27"H BRONZE LED OUTDOOR RATED - BY
MODERN FORMS
LED WALL PACK LIGHT
SHEET NOTES
21'-0"
TO BTM. OF TRUSS @ LOW SIDE
21'-0"
TO BTM. OF TRUSS @ LOW SIDE
DESERT STAR
D I S T R I B U T I O N
112 142
TILT UP CONCRETE WALLS, COLOR: DE6354 GREY WOLF
MEDIUM GREY) DUNN EDWARDS
TILT UP CONCRETE WALLS, COLOR: DE6352 DECEMBER SKY
(LIGHT GREY) DUNN EDWARDS
TILT UP CONCRETE WALLS, COLOR: SW9150 ENDLESS SEA
(DENIM BLUE)
2 6
TILT UP CONCRETE WALLS, COLOR: DE6316 COLD WATER
(WHITE) DUNN EDWARDS
10 4 7
10 6 1 4 RANDOM PATTERN,
SEE RENDERING
4 WALL SHOWN AT
AN ANGLE
1113 9
SILVER COLORED STEEL STAND OFF BEAM
8 16 ROLL UP DOOR - COLOR: ROYAL BLUE
16 FRONT - SOUTH ELEVATION
SCALE: 3/32" = 1'-0"
28'-0"
30'-0"
24'-0"
30'-0"
24'-0"
24'-0"
28'-0"
30'-0"
28'-0"
26'-0"
30'-0"
4'-0"
28'-0"
30'-0"
24'-0"
30'-0"
30'-0"
28'-0"
26'-0"
28'-0"
26'-0"
3"
1"
CONC. WALL PANEL REVEAL
FORMED REVEAL
LINE TYP.
P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 INC.DESIGN STUDIO
ARCHITECTURE DESIGN PLANNING
PROJECT:
THOMAS R . STEENO
STATE OF CA L I FORN
IA
C-26448
L
ICENSED ARCHITECT
REN . 2 / 2 8 / 25
S T E E N O
S:\2021 Aprojects\02 - Commercial\Q - Z\60 - Zeidan - Park & Dos Palmas VV\A-2 Elevations_Zeidan.dwg, 9/25/2023 8:44:44 AM, DWG To PDF.pc3
COMMERCIAL DEVELOPMENT
DESERT STAR RETAIL
C21-Q60
SEPTEMBER 2023
PROJECT ADDRESS:
PARK & DOS PALMAS
VICTORVILLE, CA 92392
APN: #0396-092-14 (FORMERLY-04, -05, -06)
CONTACT INFO:
MUSTAFA ZEIDAN
15419 TAMARACK DR.
VICTORVILLE CA 92392
NORTH
ROOF PLAN
SCALE: 3/32" = 1'-0"
BUILT UP
ROOF SYSTEM
26'-0" A.F.F.
TOP OF PARAPET
24'-0" A.F.F.
TOP OF WALL
28'-0" A.F.F.
TOP OF POP-OUT
ROOF PLAN
A-3
SLOPE DN.
3/8": 12"
LINE OF BEAM BELOW
AT DASHED LINES
RIDGE
SLOPE DN.
3/8": 12"
SLOPE DN.
3/8": 12"
SLOPE DN.
3/8": 12"
COMBINATION ROOF DRAIN, 4"
W/ OVERFLOW IN 22"X30" RECESS
(TYPICAL OF 8)
ROOF
TRUSSES @
24" O.C.
ROOF SHTG.
45° BEVEL EDGE OUT
FRAMING SEE STRUCT.
1"
12 BUILT-UP ROOFING
12"18" 2X4 FRAMING W/
SIMP. U24 EA. END
OVERFLOW 2" ABOVE
PAN 3" DIA. LEADER
YEAGER LEAD
FLASHING
"SMITH" COMBINATION
ROOF DRAIN W/ CAST
IRON DOME FLASHING
COLLAR & DECK CLAMP
24 GA. GI. FLASHING
ROOF DRAIN W/
3" DIA. LEADER
2X6
BLK'G
DRAIN PIPING TO BE CAST IRON
& 3" DIA. FOR 2"/HR. RAINFALL
THE PRIMARY & SECONDARY
MUST BE PLUMBED SEPARATELY
MIN.
WOOD BLOCKING
RIPPED TO CORRECT
SIZE TO DEVELOP SLOPE
5. FOR "VERTICAL" PLYWOOD SHEATHING THICKNESS, NAIL
SIZE AND SPACING REFER TO "SHEARWALL SCHEDULE"
ON PLAN. SEE "PLAN" FOR LOCATION (WHERE OCCURS).
2. REFER TO OTHER CONTRACT DOCUMENTS FOR ITEMS NOT
SHOWN SUCH AS NON-STRUCTURAL CURBS, WALLS,
OPENINGS PENETRATIONS ETC., AS WELL AS FOR ITEMS NOT
SPECIFIED, DIMENSIONS AND ELEVATIONS NOT NOTED ETC.
1. REFER TO SHEET GN-1 FOR GENERAL NOTES.
3. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
PRIOR TO BEGINNING WORK.
4. TYPICAL ROOF SHEATHING SHALL BE 5/8" THK. C-DX
PLYWOOD APA RATED (SPAN INDEX 48/0) W/ 10d (0.131"DIA
X 2-1/2") NAILS AT 6 B.N., 6 E.N., 12 F.N., UNBLOCKED.
6. SOLID BLOCKING SHALL BE PLACED BETWEEN ALL JOISTS
AND RAFTERS AT ALL POINTS OF SUPPORT AND AT 1O
FOOT INTERVALS FOR RAFTERS AND AT 8 FOOT
INTERVALS FOR JOISTS. THIS IS IN ADDITION TO THE ONE
SHOWN ON PLANS.
7. WHENEVER THE DOUBLE TOP PLATES ARE CUT BY
PERPENDICULAR BEAM, CONNECT THE TOP PLATES
TOGETHER USING SIMPSON MST48 OR MSTI60. REFER TO
SIMPSON CATALOG FOR CORRECT INSTALLATION OF
CONNECTORS.
8. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT
SHOWN OR NOTED.
ROOF FRAMING NOTES
ROOF DRAIN CALCULATIONS
ROOF AREA
ZONE A
TOTAL ZONE A = 13,323 SQ. FT.
= 12,792 SQ. FT.
REQUIRED PER TABLE 1101.8 (4) @ 4" DIA.
PROVIDED PER PLAN (4) @ 4" DIA.
ROOF AREA
ZONE B
TOTAL ZONE B = 14,380 SQ. FT.
= 13,662 SQ. FT.
REQUIRED PER TABLE 1101.8 (5) @ 4" DIA.
PROVIDED PER PLAN (5) @ 4" DIA.
531 SQ. FT.SIDE WALL 50% AREA, PER 1103.4 =
718 SQ. FT.SIDE WALL 50% AREA, PER 1103.4 =
SIZE OF PIPE
HORIZONTAL RAINWATER PIPING
GPM 1 (IN/HR)INCHES 2 (IN/HR) 3 (IN/HR)
48 4,6403 2,320 1,546
110 10,6004 5,300 3,533
196 18,8805 9,440 6,293
314 30,2006 15,100 10,066
(2016 CPC TABLE 1101.8 )
ROOF DIAPHRAGM (2x FRAMING)
USE 5/8" OSB BLOCKED ROOF DIAPHRAGM (W/ 2" FRAMING) -
* w/ 8d NAILS SPACED @ 6" O.C. ALONG BOUNDARIES.
* w/ 8d NAILS SPACED @ 6" O.C. ALONG ALL OTHER SUPPORTED PANEL EDGES.
* w/ 8d NAILS SPACED @ 12" O.C. ALONG INTERMEDIATE SUPPORTS.
USE 5/8" OSB UNBLOCKED ROOF DIAPHRAGM (W/ 2" FRAMING) - * w/ 8d NAILS SPACED @ 6" O.C. ALONG ALL OTHER SUPPORTED EDGES & 12" O.C. IN FIELD.
ROOF FINISH PER PLAN
26 GA. GALV. ROOF TO WALL OR APRON FLASHING
26 GA. G.I. "Z" COUNTER FLASHING
1x4 SOLID BACKING
7/8" THK. STUCCO
40# FELT UNDERLAYMENT 4"
3"
ROOF FRAMING PER PLAN
EXTEND
UNDERLAYMENT MIN.
4" UP VERT. BLKG.
ROOF SHEATHING
PER PLAN
ROOF SHEATING
EDGE NAILING PER
ROOF DIAPHRAGM
SCHEDULE
WALL LINE
ROOFING MASTIC PERMASEAL - TYP
ROOFING
5"
5"
6" MINIMUM
8"
SEE PLUMBING FOR SIZE
ROOF SHEATHING
SEE STRUCT PLN.
PROVIDE SUPPORTS
AND SECURE TIGHT
STEEL REINFORCING
BOOT - TYP
3-VANDAL PROOF
SS SCREWS - TYP
ROOFING MASTIC
"HENRYS" -TYP
12" MINIMUM
FROM VERTICAL
SURFACES
NOTE:
LEAD COLLAR, SKIRT & STEEL BOOT
BY PLUMBING CONTRACTOR,
SEE PLUMBING SPECS.
SINGLE PLY TPO
MEMBRANE ROOFING OVER
1/4" DENSE DECK OVER 5/8"
THK. ROOF SHEATHING.
CRC 806.5 UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLY - IN CALIFORNIA CLIMATE ZONES 14 AND 16, ANY AIR IMPERMEABLE INSULATION SHALL
BE CLASS II VAPOR RETARDER OR SHALL HAVE A CLASS II VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE UNDERSIDE OF THE INSULATION.
CLASS II VAPOR RETARDER IN
DIRECT CONTACT WITH THE
UNDERSIDE OF THE INSULATION
R-38 INSULATION
ROOF SHEATHING
SINGLE PLY TPO MEMBRANE
R-21 INSULATION
2X6 PARAPET WALL
ROOF TRUSSES @ 24" O.C.
(1/4 INCH
FLOW
PER FOOT)
MAX ALLOWABLE HORIZONTAL
PROJECTED ROOF AREA
(SQUARE FEET)
4 A-3
CRICKET FLOW
ZONE A
ROOF CRICKET
1":12" MIN. SLOPE
1 A-3
ZONE B
PROVIDE FLASHING &
CTR. FLASHING @ WALLS
TO METAL ROOFING
BUILDING LINE
ROOF
TRUSSES @
24" O.C.
28'-0" A.F.F.
TOP OF PARAPET
SCALE:
1ROOF CRICKET DETAIL
N.T.S.
SCALE:
2ROOF DRAIN W/ OVERFLOW DETAIL
N.T.S.
SCALE:
3DETAIL - VENT PIPE THRU ROOF
N.T.S.
SCALE:
4ROOF FLASHING DETAIL
N.T.S.
MIN.
LAP
MIN.
LAP
SCALE:
5UN-VENTED ATTIC ASSEMBLY
N.T.S.
CRICKET FLOW
CRICKET FLOW
CRICKET FLOW
CRICKET FLOW
CRICKET FLOW
CRICKET FLOW CRICKET FLOW
30'-0" A.F.F.
TOP OF PARAPET
LINE OF CONC. PANEL RETURN,
DOES NOT TOUCH ROOF, TYP OF 8
26'-0" A.F.F.
TOP OF PARAPET
24'-0" A.F.F.
TOP WALL
FREESTANDING CONC. WALL
W/ 8x8 STEEL CONNECTORS
METAL CANOPY
22'-6" A.F.F.
28'-0" A.F.F.
TOP OF POP-OUT
26'-0" A.F.F.
TOP OF PARAPET
8x8 STEEL
CONNECTORS
26'-0" A.F.F.
TOP OF PARAPET
30'-0" A.F.F.
TOP OF PARAPET
28'-0" A.F.F.
TOP OF POP-OUT
26'-0" A.F.F.
TOP OF PARAPET
26'-0" A.F.F.
TOP OF PARAPET
26'-0" A.F.F.
TOP OF PARAPET
28'-0" A.F.F.
TOP OF PARAPET
26'-0" A.F.F.
TOP OF PARAPET
26'-0" A.F.F.
TOP OF PARAPET
26'-0" A.F.F.
TOP OF PARAPET
CRICKET FLOW
CRICKET FLOW
CRICKET FLOW CRICKET FLOWCRICKET FLOWCRICKET FLOW
CRICKET FLOW
CRICKET FLOW
CRICKET FLOW
P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 INC.DESIGN STUDIO
ARCHITECTURE DESIGN PLANNING
PROJECT:
THOMAS R . STEENO
STATE OF CA L I FORN
IA
C-26448
L
ICENSED ARCHITECT
REN . 2 / 2 8 / 25
S T E E N O
S:\2021 Aprojects\02 - Commercial\Q - Z\60 - Zeidan - Park & Dos Palmas VV\A-3 Roof Plan_Zeidan.dwg, 9/25/2023 8:46:54 AM, DWG To PDF.pc3 CL
PARK AVENUE
CL
ALLEY
CL
DOS PALMAS ROAD
R=50.00'
L=54.05'
26,847 SQ. FT.
PROPOSED INDUSTRIAL BUILDING
MERGE LOTS
TRUCK RAMP DN.
MERGE LOTS
ONE HOUR FIRE
RATED WALL
CLEAN
AIR
VEHICLE
CLEAN
AIR
VEHICLE
CLEAN
AIR
VEHICLE
LOADING ZONE
COMMERCIAL DEVELOPMENT
DESERT STAR RETAIL
C21-Q60
JUNE 2023
PROJECT ADDRESS:
PARK & DOS PALMAS
VICTORVILLE, CA 92392
APN: #0396-092-14 (FORMERLY-04, -05, -06)
CONTACT INFO:
MUSTAFA ZEIDAN
15419 TAMARACK DR.
VICTORVILLE CA 92392
P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8 1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 INC.DESIGN STUDIO
ARCHITECTURE DESIGN PLANNING
PROJECT:
S T E E N O
THOMAS R . STEENO
STATE OF CA L I FORN
IA
C-26448
L
ICENSED ARCHITECT
REN . 2 / 2 8 / 25
L-1
PRELIMINARY
PLANTING
PLAN
PRELIMINARY PLANTING PLAN
SCALE: 1" = 20'
TREES
SYMBOL BOTANICAL /
COMMON NAME QTY. SIZE WATER USAGE REMARKS
Parkinsonia x 'Desert Museum'
Desert Museum Palo Verde
7 24" Box Low Multi-trunk
Pinus pinea
Italian Stone Pine
6 36" Box Moderate Single-trunk
Pistacia chinensis
Chinese Pistache
3 24" Box Moderate Single-trunk
Washingtonia x 'Filibusta'
California Hybrid Fan Palm
6 8' Tall Moderate 10' Tall
PLANTING LEGEND
SHRUBS
SYMBOL BOTANICAL /
COMMON NAME QTY. SIZE WATER USAGE
Dasylirion wheeleri
Desert Spoon
27 5 gal. pot Low
Hesperaloe parviflora
Red Yucca
6 5 gal. pot Low
Leucophyllum fructescens
Texas Ranger
12 5 gal. pot Low
Rhaphiolepis indica 'Majestic Beauty'
Indian Hawthorn
36 5 gal. pot Moderate
Rhus ovata
Sugar Bush
4 15 gal. pot Low
Senna nemophila
Desert Senna
28 5 gal. pot Low
Vitex agnus-castus
Chaste Tree
5 15 gal. pot Low
LIVING GROUND COVERS QTY. SIZE WATER USAGE
Achillea 'Moonshine'
Moonshine Yellow Yarrow
36 5 gal. pot Low
Baccharis pilularis 'Starn'
Coyote Bush (Male Clone)
19 5 gal. pot Low
Eriogonum fasciculatum
California Buckwheat
30 5 gal. pot Low
INORGANIC GROUND COVERS QTY. SIZE REMARKS
California Gold Gravel 12,616
sf
(3/4" - 1")
Boulders 73 18" - 72"
PLANTING NOTES:
TREES TO RECEIVE 30" DEEP ROOT BARRIER (MIN. 80 MIL. THICKNESS) AT HARDSCAPE EDGE WHEN PROPOSED TREE IS LOCATED WITHIN SIX (6') FEET OF ANY SURROUNDING HARDSCAPE.
WORK SEQUENCE: ALL ROUGH GRADING, MOUNDING AND WEED CONTROL MEASURES SHALL BE COMPLETED PRIOR TO SOIL PREPARATION. SOIL PREPARATION WORK SHALL NOT COMMENCE UNTIL THE AGRONOMIC SOILS TEST HAS BEEN COMPLETED. SHOULD 30 CALENDAR DAYS ELAPSE BETWEEN
COMPLETION OF SOIL PREPARATION AND COMMENCEMENT OF PLANTING, ALL AREAS SHALL BE PREPARED AGAIN.
SOILS TEST: THE CONTRACTOR SHALL TAKE SOILS SAMPLES AND SHALL OBTAIN AGRONOMIC SOILS
TESTS FOR ALL PLANTING AREAS AFTER COMPLETION OF ROUGH GRADING AND PRIOR TO START OF SOIL PREPARATION WORK. TESTS SHALL BE PERFORMED BY AN APPROVED AGRONOMIC SOILS
TESTING LABORATORY AND SHALL INCLUDE A FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN
RECOMMENDATIONS FOR SOIL PREPARATION, PLANTING BACKFILL MIX, AUGER HOLE REQUIREMENTS, AND POST PLANT FERTILIZATION PROGRAM. THE SOILS REPORT RECOMMENDATIONS WILL TAKE
PRECEDENCE OVER THE MINIMUM AMENDMENT AND FERTILIZER APPLICATION RATES SPECIFIED HEREIN ONLY IF THE SOILS REPORT RECOMMENDATIONS EXCEED THE SPECIFIED MINIMUMS.
WEED CONTROL MEASURES: UPON COMPLETION OF ALL ROUGH GRADING WORK, AND PRIOR TO SOIL PREPARATION, PERFORM WEED CONTROL MEASURES AS FOLLOWS:
1. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER SETTING, TWO SETTINGS PER DAY FOR SEVEN DAYS TO GERMINATE ALL WEED SEED POSSIBLE.
2. APPLY A SYSTEMIC WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL WEEDS GERMINATED.
3. REPEAT STEP ONE ABOVE.
4. REPEAT STEP TWO ABOVE.
SOIL PREPARATION: IN ALL PLANTING AREAS WITH GRADIENTS LESS THAN 3:1, AREAS TO BE SOIL PREPARED SHALL FIRST BE CROSS RIPPED TO A MINIMUM DEPTH OF 6" WITH TRACTOR TINES SPACED AT MAXIMUM 18" ON CENTER. FOLLOWING CROSS-RIP OPERATIONS, A LAYER OF SOIL AMENDMENTS SHALL BE SPREAD AND ROTOTILLED INTO THE SOIL TO A MINIMUM OF 4 INCHES, OR AS RECOMMENDED
BY THE SOILS REPORT IF GREATER, SO THAT THE SOIL SHALL BE LOOSE, FRIABLE, AND FREE FROM ROCKS, STICKS, AND OTHER OBJECTS UNDESIRABLE TO PLANTING.
AMENDMENT APPLICATION RATES: THE FOLLOWING SOIL AMENDMENTS SHALL BE ADDED PER 1,000 SQUARE FEET TO ALL PLANTING AREAS WITH GRADIENTS LESS THAN 3:1 (AGRONOMIC SOIL TEST RECOMMENDATIONS SHALL TAKE PRECEDENCE WHERE THESE MINIMUM AMOUNTS ARE EXCEEDED):
1. 6 CUBIC YARDS TYPE I ORGANIC SOIL AMENDMENT.
2. 15 POUNDS COMMERCIAL FERTILIZER.
3. 100 POUNDS GYPSUM.
4. SOIL SULFUR PER SOILS REPORT.
ALL SHRUBS SHALL RECEIVE A 1" DEPTH OF ORGANIC MULCH MATERIAL WITHIN THE WATERING BERM AROUND EACH PLANT BASE.
NORTH
SCALE: 1"=20'
01 0 2 0 4 0
Parkinsonia x 'Desert Museum'
Desert Museum Palo Verde
Pinus pinea
Italian Stone Pine
Pistacia chinensis
Chinese Pistache
Washingtonia x 'Filibusta'
California Hybrid Fan Palm
Dasylirion wheeleri
Desert Spoon
Hesperaloe parviflora
Red Yucca
Leucophyllum fructescens
Texas Ranger
Rhaphiolepis indica
Indian Hawthorn
Rhus ovata
Sugar Bush
Senna nemophila
Desert Senna
Vitex agnus-castus
Chaste Tree
Achillea 'Moonshine'
Moonshine Yellow Yarrow
Baccharis pilularis 'Starn'
Coyote Bush (Male Clone)
Eriogonum fasciculatum
California Buckwheat
STEENO DESIGN STUDIO, INC.
ARCHITECT: TOM STEENO
11774 HESPERIA RD. SUITE B-1
PH: 760.244.5001 FX: 760.244.1948
APPLICANT / OWNER: ARCHITECT / REPRESENTATIVE:
PROJECT DATA
ZONE:
APPLICATION TYPE: SITE PLAN REVIEW
IPD (INDUSTRIAL PLANNED DEVELOPMENT)
DESERT STAR DISTRIBUTION
LOT 38 APN #:
LOT 39 APN #:
0396-092-05
0396-092-06
VICINITY MAP
ANACAPA RD.
BONANZA RD.
CHOLAME RD.
DOS PALMAS RD.
AMARGOSA
RD.
PARK AVE.
BOREGO
RD.
CAHUENGA
RD.
PALMDALE RD.
TAMARACK RD.
MARIPOSA RD.
YATES RD.
I-15 FREEWAY
CITY OF
VICTORVILLE
NORTH
PROJECT
LOCATION
LOT 37 APN #: 0396-092-04
G:\My Drive\Work\00 - Jobs\T-Z\Zeidan\Working Files\Landscaping\Landscaping_Zeidan.dwg, 6/6/2023 11:46:55 AM, AutoCAD PDF (High Quality Print).pc3