development project file - documents.tempe.gov
TRANSCRIPT
DEVELOPMENT PROJECT FILE for
MAJESTIC TEMPE PL140304
UATTACHMENTSU:
1. 0BLocation Map
2. 1BAerial
2B3. Letter of Explanation
3B4-6. Subdivision Plat
4B7. Site Plan (Sheet A1) – FOR REFERENCE
Location Map
MAJESTIC TEMPE PL140304
SiteGID
±Zoning
PCC-
1GI
D AG R1-4
R1-6
ATTACHMENT 1
Maricopa County Assessor's Office
Aerial Map
MAJESTIC TEMPE PL140304
±Aerials2016 Aerials2016
ATTACHMENT 2
ATTACHMENT 3
ATTACHMENT 4
ATTACHMENT 5
ATTACHMENT 6
VAN
VAN
VANVAN
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N:\A
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\Arc
hite
ctur
al\1
2719
Maj
estic
Tem
pe B
ldg.
1 to
Bld
g.3\
Arc
hite
ctur
al\1
2719
-0-1
MS
-01.
dwg
Use this plot bar to confirm drawinghas not been reduced or enlargedfrom original. If this plot bar is notexactly 1 inch long the physical sizeof drawing has changed.
This
Pla
n is
the
Pro
perty
of
Com
mer
ce C
onst
ruct
ion
Co.
, L.P
.
SHEET NO.
CCC JOB NO.
DRAWN BY DATE
Drawing Plot Bar
0" 1"
RE
VIS
ION
SB
YD
ATE
CO
MM
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CE
CO
NS
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CTI
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CO
., L.
P.
1319
1 C
ross
road
s P
arkw
ay N
orth
Six
th F
loor
City
of I
ndus
try, C
alifo
rnia
917
46-3
497
Tele
phon
e: (5
62) 6
99-0
453
Lice
nse
No.
723
302
12719
MS1
MA
STE
R S
ITE
PLA
N
BU
ILD
ING
1 T
O 3
MA
JES
TIC
TE
MP
E C
OM
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RC
EN
TER
6026
, 611
6 &
627
0 S
OU
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SH
AV
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UE
, TE
MP
E, A
RIZ
ON
A
DN 6/8/16
ASH AVENUE
OR
ION
ST.
GE
MIN
I DR
.
S.P.R.R.
BUILDING 2
PROVIDED PARKING = 72 BLDG. AREA = 85,752 S.F.
162' BLDG.
DOCK DOORS = 18
OFFICEFUTURE
PR
OP
OS
ED
FU
TUR
E D
EM
ISIN
G W
ALL
EXIT
F.F. 90.50
OFFICEFUTURE
OFFICEFUTURE
OFFICEFUTURE
KNOCKOUT PANEL
(NOT AN EXIT)FIRE ACCESS
(5'-0" A.F.G.) KNOX BOX
ENTRANCES & NON-
OR ISLAND
PVC PIPE TO CURB
CONC. RETAINING WALL
BROOKS BOX W/
ROOF DRAIN
OVERFLOW DRAIN
CAST IRON DOWN SPOUT
FIRE MAIN
KNOX BOX:
CATCH BASIN
PROVIDE KB W/ TAMPER SWITCH @ BUILDING
SINGLE LITE STANDARD
STORM DRAIN
EXISTING TO REMAIN
WATER LINESEWER LINE
PIPE GUARD
DOWN SPOUT
GAS METER
/
(4" WIDE 36" O.C. W/ BORDER)
CONC. RAMP- MED. BROOM FIN.
PARKING SPACES90 DEGREE ANGLE
CURB ISLANDS
CATCH BASIN PER CIVIL DWGS.
SPLASH BLOCK
STRIPED AREA
CONCRETE PAVING PER
ASPHALTIC CONCRETE PAVINGPER CIVIL DWGS.
CONC. WALK- ROTARY FINISH
4" MIN. CONC. SLAB
CONCRETE SWALE
AC
C
EXISTING FIRE HYDRANT
PARKING COUNT PER ROW
POSTED SIGN (SEE
STREET LIGHT (BY OTHERS)
FIRE HYDRANT (6" x 4" x 2 1/2")
CONSTRUCTION NOTES
LANDSCAPED AREA
7
(FH)
FH
PS
9
EXISTING POWER POLE PER (PP)
T TRANSFORMER PAD
SEE CIVIL DWGS.
SEE CIVIL DWGS.
CIVIL DWGS.
CIVIL DWGS.
U.N.O.
CONSTRUCTION NOTES)
(6" x 4" x 2 1/2")
MONITORED KB @ GATES
(SEE ELECT. DWGS.)
FIRE SPRINKLER RISER
P.I.V. (POST INDICATOR VALVE)
TRASH ENCLOSURE
LIGHT STANDARDS
S.C.V. (SECTION CONTROL VALVE)
HANDICAPPED PARKING SPACE
T.E.
(X)
SB
CB
DS
GM
PG
SD
SWF
RD
CIDS
OD
KB
B.B.
C.B.
F.A.
K.O.
11AD5
LS LIGHT STANDARD
SEE ELECTRICAL DWGS.
DOUBLE LITE STANDARDSEE ELECTRICAL DWGS.
26'-0" MIN. FIRE ACCESS ROAD SHOWN AS
NOTE:
FH - FIRE HYDRANT LOCATIONSSEE CIVIL DWGS.
PP - POWER POLES LOCATIONS,SEE CIVIL DWGS.
SCALE:1" = 40'-0" A
SITE LEGENDS
BUILDING 3
PROVIDED PARKING = 31 BLDG. AREA = 39,704 S.F.
DOCK DOORS = 8
F.F. 89.50
BUILDING 1
PROVIDED PARKING = 44 BLDG. AREA = 47,856 S.F.
DOCK DOORS = 9
F.F. 91.00
Knox gate switches required on allautomatic gates.Knox locking box required at allmain entries, fire pump rooms, firesprinkler riser rooms, and otherareas required by field inspector.
(E) - EXISTING TO REMAIN (N) - NEW FOR NEW CONSTRUCTION (R) - RELOCATED
244'
BLD
G.
EXIT
EXIT EXIT
EXIT
EXIT
EXIT
EXIT
RAMP DN
EXIT
EXIT
EXIT
EXITEXITEXIT
244'
BLD
G.
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
EXITEXIT
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
260'
BLD
G.
160' BLDG. 350' BLDG.
R T T R R T T R
CONSTRUCTION NOTES
13
44
53
10
12
2
10 15 1415
4 4
5 5
4
99
R.D.
ELECT. RM.
RAMP DN RAMP DN RAMP DN
D.S.
D.S.
D.S.
R.D.R.D.
D.S.
D.S.
D.S.
R.D.
ELECT. RM.
ELECT. RM.
K.O.
KB KB
195'-0" Truck Court 195'-0" Truck Court
40'-0"Drive
6'-112"
6'-2"
6'
5'-10"
1098.15' PL.
320.
09'
PL.
401.
30'
PL.
(R) FH
6'
11'
20'-1
"
20'-1
"65
'-1"
63'-8 12 "
63'-2
"
63'-1
1 2"
63'-1
"
23'-0
"D
rive
30'-0"Drive
20'-1
"
20'-0"
11'
SE
TBA
CK
11'
SE
TBA
CK
11'
SE
TBA
CK
8'
6'
4'
26' W
ide
Fire
Acc
ess
Roa
dP
er 4
-502
G W
ith 1
3' V
ertic
al C
lear
ance
26' W
ide
Fire
Acc
ess
Roa
dP
er 4
-502
G W
ith 1
3' V
ertic
al C
lear
ance
(E) PP (E) PP (E) PP (E) PP
5'-6
"S
idew
alk
60'-0"Conc. Apron
60'-0"Conc. Apron
60'-0"Conc. Apron
60'-0"Conc. Apron
23'-0
"D
rive
(N) FH
8'-6" 11'-0"
13'-3
"C
lr.
5'-0
"
3'-0
"
3'-0
"
40'-0" 40'-0"
R35'-0"R35'-0
"
(N) FH(R) FH
R40'
-0"
8'-0"
R35'-0
" R35'-0"
R37'-0" R63'-0"
R37'-0"
5'-6
"S
idew
alk
5'-6"
Sidewalk
5'-6
"S
idew
alk
14'-0"
127'
-11"
12'-0"
7'-6"
4'-9"
12'-9"
22
23
16 WHEEL STOP PER DETAIL
2T2.0
RAMPS, SEE FLOOR PLAN
4
4" OF STONE BASE.CONCRETE WITH A BROOM FINISH OVER
13
9 COMPLAINT CURB RAMP
CONCRETE SIDEWALK 5'-0" MIN.W/ 4" THICK
6SIGN PER DTL. AND PER CIVIL DWGS.CONSTRUCT POSTED "STOP" TRAFFIC
5 CONCRETE CURB, SEE CIVIL DWGS.
8
3
2
1 CONSTRUCT TYP. 90 DEGREE HANDICAPPED
PAINT STALL STRIPING ON PAVEMENT
CONSTRUCT POSTED HANDICAP SIGN PER BLDG. CODE,
PAINT HCP 'VAN ACCESSIBLE' LOADING AREA (5'-0" MIN.)
AND PER DETAIL
STALL PER DETAIL
6" THICK CONC. STOOP (SIZE: 5'-6" W x 5'-0" D),
14
15
7 5'-0" STRIPED HANDICAP WALK
10
11
CONC. LOADING APRON,SEE DETAIL ,
12 GUARD POST, SEE DETAIL
5'-6" WIDTH CONC. STAIRS, SEE DETAIL
17
8T2.1
8AD3
14AD4
6AD4
7AD3
18
SEE DETAIL 7 9AAD5
1:12 SLOPE ( MAX. TYP.) PER ADAAG 406 AND SEE SHEET T2.1
SEE STR. DWGS. & CIVIL DWGS.9B
AD5
19 5'-0" MIN. CONCRETE SIDEWALK
21 FIRE HYDRANT, SEE CIVIL DWGS.
22 TRASH ENCLOSURE PER DS-116, SEE DETAIL
23
EXTERIOR CONCRETE STAIRS, SEE DETAIL
20 HIDDEN LINE INDICATES 2'-0" OVERHANG FOR CAR PARKING
1AD4
25 CONCRETE TILT-UP SCREENWALL, SEE DETAIL
16AD4
24
MANUFACTURE: PARK A BIKE(5) BICYCLE RACK PARKING (2'x6' PER BIKE).
WALL MOUNTED KNOX BOX FOR FIRE ACCESS8
STOP SIGN AND STOP BAR PER DETAIL5
AD3
MODEL: VARSITY BIKE LOCK -DV215(4) BICYCLE RACK PARKING (2'x6' PER BIKE). MODEL: VARSITY BIKE LOCK -DV215
12T2.1
PER CITY OF TEMPE STANDARD DETAIL
AD7
40
NOTE:FOR MORE INFORMATION REGARDING GRADING PLAN,SEE CIVIL DRAWINGS SHEET 1 TO 3
AND SEE ARCH. DWG. DETAILLIGHT STANDARDS, SEE ELECTRICAL DWGS.
1AD3
26 PAIR METAL SLIDING GATE W/ITH MESH SCREEN 20% OPEN.
29 5'-0" WIDE ACCESSIBLE PATH OF TRAVEL
30 3'-0" HIGH SCREENWALL PER DETAIL
31 DRIVEWAY PER DETAIL T-319 WITH 15' R. CURB RETURNS
33 PROPOSED MONUMENT SIGN
34 5'-0" DECOMPOSED GRANITE ACCESS PATH NOTINCLUDED IN LANDSCAPE CALCULATION
35 DECOMPOSED GRANITE
36 FIRE ACCESS GATE PER DETAIL
37 8'-0" HIGH ORNAMENTAL IRON FENCE OVER ON TOP
38 UNDERGROUND DETENTION T.B.D.
39 5'-0" WIDE ELECTRICAL EASEMENT
41 5'x5' CONCRETE PAD FOR EL PASO NATURAL GAS
27 1'-4" WIDE CONC. STRIP FOR METAL SLIDING GATE
28 1'-4" WIDE CONC. GATE PAD ON 1/2" SLOPE ON GATE
32 DRIVEWAY PER DETAIL T-319 WITH 40' R. CURB RETURNS
10AD3
8
42 6'x8' TRANSFORMER PAD, SEE CIVIL DWGS.
43 CONSTRUCT RIBBON GUTTER W/ CONCRETE CURBPER CIVIL DRAWINGS
44 CATCH BASIN PER CIVIL DRAWINGS
45 4" TRENCH DRAIN PER CIVIL DRAWING
46 RETAINING WALL PER ARCHITECTURAL SHEETS
SEE DETAIL 15 SHEET AD3
47 PUMP HOUSE (18' x 18'), SEE DETAIL 1
48 24" WIDTH CONCRETE GUTTER
OF RETAINING WALL AND SEE SHEET AD7, AD8 & AD9
49 4'-0" WIDTH PATH OF TRAVEL
50 EXTERIOR CONCRETE STAIRS, SEE DETAIL11
51( 24" SQUARE PATTERN )MEDIUM BROWN COLORED SCORED CONCRETE
12
52PER IBC 715, UNPROTECTED OPENING PERMITTED PER 705.81 HR. WALL NO FIRE CAULKING REQUIRED AT WALL JOINTS
53 6" CURB RAMP
54 EXTERIOR CONCRETE RAMP, SEE DETAIL1
SHEETS AD7, AD8 & AD9
55 KNOX BOX
AND SEE SHEETS A3.1, A3.2 & A3.3
31
32 32 31
22 2222
242423
3333
30
30 30
2929
29
28
26
28 28
26
28
2727
363534 37
36
34 36 36
34
39
38 38
37
UNIT "A" UNIT "B"
(N) FH
25 25 25 25
8'-0"
41
TT
T
42
42
EXIT
R.D.
R.D.
R.D. R.D.
ROOF SCUTTLEW/ LADDER
ROOF SCUTTLEW/ LADDER
ROOF SCUTTLEW/ LADDER
ROOF SCUTTLEW/ LADDER
43
44
30
KB
KB
KB
KB
50'-0"49'-10" 50'-0" 50'-0"
18
18
18 18
R.D.R.D.R.D.
44
44TYP.
43TYP.
43
45
2917TYP.
17TYP.
46
4623'-0
"D
rive
34
34
PUMPHOUSE
47
8'-0"
1AD7
2AD7
Project Information:Planning Tracking Number PF: 140278Submitted By:
Majestic Realty Co.John PerkinsPhone (562) 692-9581Fax (562) 695-232913191 Crossroads Parkway North, 6th FloorCity Of Industry, California
Name: Majestic TempeAddress: 6026, 6116 & 6270 South Ash Ave., Tempe, ArizonaProposed Use: Office / WarehouseConstruction Type: III BBuildings Equipped With ESFR Fire SprinklersExisting Zoning: Zoned GID (General Industrial District)Max Building Height 35' (Per Zoning Code)Proposed Building Height, 35' Along Warehouse Area, Certain Panels atOffice Area are 43' and 39' for Architectural Design. (See Elevations ForDetail)Minimum Landscape Coverage 10%General Plan 2040 : Low DensityLegal Description:
Lots Two (2), Three (3), Four (4), Five (5), Six (6), Seven (7) andEight (8), Tempe Commerce Center, According to the Plat ofRecord in the Office of the County Recorder of Maricopa County,Arizona, Recorded in Book 231 of Maps, Page 25.
Accessor Parcel NumbersLot 2, 301-82-024-6 Lot 3, 301-82-025-3 Lot 4, 301-82-026-1 Lot 5, 301-82-027-8, Lot 6 301-82-028-5 Lot 7, 301-82-029-2Lot 8, 301-82-030-3
Description of Work:Site Plan Review, 3 new Office/Warehouse Buildings, On-site storm water retention, curb cuts, water & sewer work, and fire sprinklers
1AD8
2AD8
EXIT
48
4848 48 48 48 48
R40'-0"
R20
'-0"
R20'-0"
R40'-0"
R40'-0
"
R20'-
0"
R20'-0"
20'-6 12 "
30'-0"
Drive
R20'-0"
45'-7"Drive
LSLS LS LS LS
LS
LSLSLSLS
LS
LS
LS
LS
LS
LS
LS LS
LS
LSLS LS LS
FSRFSRFSR
1
1
1
BLDG. 2 TYPE III B, S1 OCCUPANCY, (3) 60' YARDS
TOTAL ALLOWABLE AREA17,500 + 16,100 + 52,500 = 86,100 > 86,076 S.F.
ALLOWABLE AREA : Aa= {At +[At x If] + [At x Is]} If = [F/P-0.25] W/30
854/1204 = [0.709-0.25] 60/30
* PER SECTION 506.2.1 EXCEPTION : VALUE OF W/30
BLDG. 2 ALLOWABLE AREA CALCULATIONBASIC ALLOWABLE AREA = 17,500
If = [0.46] 2 = 0.92
CAN BE MAX. 2 WHEN ALL CONDITIONS OF 507 EXCEPT 60' YARDS ARE MET
**
48
EXIT
1
1
1
4949 4949
51 51 51
50 50 50 50
1 1 1 1 11
1
1
1
11 1
511
1
11
1B
UIL
DIN
G D
EP
AR
TME
NT
CO
RR
EC
TIO
NS
DN
8/26
/16
1
1
1
1
1
1
SEE SHEET A1.2 FOR 60'-0" YARDS
NOTE:
AT BUILDING 2
1
52
52
52 52
52 1
1 11
1
MASTER SITE PLAN
182'
28' 26'
62'
1
1
6270 SOUTH ASH AVE. 6116 SOUTH ASH AVE. 6026 SOUTH ASH AVE.1
BUILDING 285,752 S.F.
350'
62'
26' 28'246'
182'
2' 2' 2' 2'
2'2'
244'
-0"
354'-0"
244'
-0"
60'-0"YARD
60'-0"YARD
60'-0
"Y
AR
D
1 1
1
1
1
BLDG. 2 = 85,752 S.F.BLDG. 2 TOTAL AREA
PUMP HOUSE = 324 S.F. TOTAL= 86,076 S.F.
1
11
PUMP HOUSE324 S.F.
1
461
55 55
1 1
153
536"
DN
6"DN
42
2
2D
N10
/5/1
6B
UIL
DIN
G D
EP
AR
TME
NT
CO
RR
EC
TIO
NS
2
2
2
2
2
2
2
6"DN
53
3D
N11
/2/1
6B
UIL
DIN
G D
EP
AR
TME
NT
CO
RR
EC
TIO
NS
3
ATTACHMENT 7