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7/10/2017 595 Monadella St - Google Maps
https://www.google.com/maps/place/595+Monadella+St,+Arroyo+Grande,+CA+93420/@35.0673916,-120.5807134,12z/data=!4m5!3m4!1s0x80ec5ce… 1/1
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595 Monadella St
CALLENDER COMMERCIAL- LOT 2 SHELL2600 CALLENDER ROAD, ARROYO GRANDE, CA
DIRECTORYOWNER: CALLENDER COMMERCIAL, LLC
755 Santa Rosa Street, Suite 310San Luis Obispo, CA 93401(o) 805-544-3030 ext. 231
ARCHITECT: STEVEN PUGLISI ARCHITECTS569 Higuera Street, Suite ASan Luis Obispo, CA 93401(o) 595-1962 (f) 595-1980
GEOTECHNICAL ENGINEER: MID-COAST GEOTECHNICAL, INC.3124 EL CAMINO REALATASCADERO, CA 93422(o) 461-0965
DIRECTORY
SUPPORTING DOCUMENTS
1. SITE EASEMENT REPORT - EXHIBIT A, B-1 & B-22. PERCOLATION TESTING REPORT3. WILL-SERVE LETTER
PROJECT DESCRIPTIONA PROPOSAL FOR A NEW, TWO STORY INDUSTRIAL SHELL BUILDING CONSISTING OF 7,047 SF WAREHOUSE SPACE ON THE LOWER LEVEL, 130 SF OFFICE AND 70 SF BATHROOM & 1,113 SF CARETAKER'S UNIT ON THE SECOND LEVEL.
SITE ACCESS:ALL DELIVERY TRUCKS SHALL TAKE ACCESS TO THE SITE VIA THE ELECTRIC GATE OFF OF CALLENDER ROAD. THE ACCESS OFF OF MONADELLA STREET SHALL BE USED FOR EMPLOYEE INGRESS AND EGRESS, AS WELL AS, EMERGENCY VEHICLE INGRESS AND EGRESS.
PROJECT DATA & STATISTICS
GENERAL SITE INFORMATIONPROJECT ADDRESS: 2600 Callender Road
Arroyo Grande, CA
LEGAL DESCRIPTION: TN Callender Block 4 Lots 17-23
LEGAL LOT VERIFICATION: #CC 2011-036914
ASSESSOR'S PARCEL NUMBER: 091-152-004
LOT SIZE: 52,272 SF (1.21 Acres)
COMMUNITY & PLANNING AREA: CALLENDER-GARRETT T23 SOUTH COUNTY COASTAL PLANNING AREA
ZONING & LAND USE ELEMENTS: INDUSTRIAL
BUILDING AREA
LOWER FLOOR(N) OFFICE 130 SF(N) BATHROOM 70 SF(N) WAREHOUSE 7,047 SF(N) STORAGE 169 SFTOTAL 7,416 SF
UPPER FLOOR(N) OFFICE AREA 843 SF(N) CARETAKER'S UNIT 1,113 SFTOTAL 1,956 SF
TOTAL BLDG. AREA 9,372 SF
HEIGHT LIMITATIONS45' From Approved Pad Elevation (151.50')
PROJECTS STATISTICS(N) BUILDING AREA 9,372 SF(E) BUILDING 5,100 SF(N) HARDSCAPE 948 SF(N) LANDSCAPING 2,955 SF(E) SITE UNDISTURBED
SETBACK INFORMATIONFRONT SETBACK: 25'0"NO SIDE SETBACK REQUIRED NO REAR SETBACK REQUIRED
PARKING COUNT(E) WAREHOUSE (5,100 SF) = 5 (1 PER 1,000 SF)(N) WAREHOUSE (8,160 SF) = 8 (1 PER 1,000 SF)(N) CARETAKER'S UNIT (1,113 SF) = 1 (1 PER 1,000 SF)TOTAL REQUIRED = 14 PARKING SPACESTOTAL PROVIDED = 15 PARKING SPACES
VICINITY MAPP1.0 TITLE SHEETP2.0 SITE PLANP3.0 FLOOR PLAN - LOWER LEVELP4.0 FLOOR PLAN - UPPER LEVELP5.0 ELEVATIONSP6.0 ELEVATIONS
SHEET INDEXSITE MAP
pacific ocean
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A R C H I T E C T SINC
Steven Puglisi
569 Higuera StreetSuite A
San Luis ObispoCA 93401
Ph: 805.595.1962Fx: 805.595.1980
All ideas, designs, arrangements andplans indicated or represented by the
drawings are owned by, and the propertyof, Steven Puglisi, ARCHITECTS, INC. and
were created and developed for use, andin conjunction with, the specific projectdescribed herein. None of these ideas,
designs and arrangements or plans shallbe used by, or disclosed to any person,
firm, or corporation for any purposewithout permission of Steven Puglisi,
ARCHITECTS, INC.. Filing these drawingswith a public agency is not a publicationof same, and no copying, reproduction or
use thereof is permissible without theconsent of Steven Puglisi, ARCHITECTS,
INC.
SHEE
T:
NOT FOR
CONSTRUCTION
P1.0
10/18/2017
CALLENDER COMM.
m. dammeyerPLNG. REV. 17 / OCT 17
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L LO
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, ARR
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Calle
nder
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1
SITE
callender road
mesa view
dr
laurie way
northridge st
STATE HW
Y 1
152
monadella st
old hwy 1
PROPOSED FRONT ELEVATIONScale: 3/16" = 1'-0"
1
1
32= R = 7"30 T = 11"
1130
106.16
DENSE TREES
TREE
S
DEN
SE
TREE
S
DEN
SE
TREE
S
DEN
SE
BRU
SH
DEN
SE
BRU
SH
DEN
SE
TAN
KTA
NK
OPE
N S
TOR
AGE
CO
NC
CO
NC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
106.
310
6.4
106.
2
106.
210
6.1
106.
6
106.
2
106.
310
6.2
106.
310
6.7
106.
410
6.3
106.
410
6.4
106.
911
1.9
106.
410
6.6
106.
711
2.3
127.
510
6.8
127.
810
6.4
106.
5
106.
710
6.6
106.
3
106.
5
106.
7
111.
510
6.2
106.
710
6.9
106.
810
6.6
102.
910
5.8
106.
510
6.6
106.
3
102.
510
6.4
106.
6
106.
5
106.
110
7.2
106.
8
107.
3
106.
6
119.
8
104
106.
2
103.
210
3.2
103.
3
105.
510
3.4
103.
210
3.1
103.
1
103.
2
101.
910
2.1
103.
610
3.2
103.
110
2.9
102.
210
3.2
103.
4
102.
910
2.5
102.
710
2.7
102.
810
2.7
102.
610
2.3
102.
5
102.
210
1.5
101.
310
1.8
102.
4
101.
310
1.4
101.
7
97.6
105
105
DENSE BRUSH DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREESDENSE TREES
DENSE TREES
N84°54'58"E 149.76'
N5°04'08"W 1032.60'
Aecc
DbG
ener
alLa
bel (A
eccL
and1
00)
Aecc
DbG
ener
alLa
bel (A
eccL
and1
00)
AeccDbLineBetweenPointsLabel
(AeccLand100)
AeccDbLineBetweenPointsLabel
(AeccLand100)
105
106 10
5
(N) 104(N
) 105
(N) 106
244.64'
299.63'N5°03'57"W 349.54'
MONADELLA
STREET
N43°41'08"W 315.45'
N84
°55'
31"E
179
.76'
M
N83
°40'
E 18
0.00
'R1
N84°54'58"E 149.76'
N84
°55'
51"E
329
.56'
M N
83°4
0'E
330.
00'R
1
229.74'349.58'
70.53'299.61'
N5°09'33"W 129.78'
S5°03'45"E 1318.98'M N6°20'W 1320.00'R1
179.
78'M
180
.00'
R1
149.
78'M
150
.00'
R1
N5°04'08"W 1032.60'
87
3
1011
1214
1315
110'-0"
64'-0
"
25'-0
"
FRO
NT
SETB
ACK
30'-0
"
DRI
VEW
AY
WID
TH
(E) FIRE HYDRANT& BOLLARDS TO BE RELOCATED
(E) FIRE HYDRANT& BOLLARDS
TEN (10) EXISTING BOLLARDS TO REMAIN12'0" ROLLING GATE
12'0" DOUBLESWING GATE
3'0"MAN GATE
4 ST
AN
DA
RD
9'0
" X
18'
0" P
AR
KIN
G S
TALL
S
(E) DRIVEWAY
NEW DRIVEWAY
DRIVEWAY LOOP
DRIVEWAY LOOP
(E) F
ENCE
LIN
E
NEW
FEN
CEL
INE
NEW FENCELINENEW FENCELINE
MONADELLA STREET
PROPOSED ~8,601 S.F. BUILDINGwith CARETAKER'S UNIT
110'0" X 60'0"FF 106.5
24'-0"
(N) DRIVEWAY WIDTH
(N) Landscaping
(N) Landscaping
75'-0"
ACCESS EASEMENT
UP
DECK ABOVE
(E) WATER TANK
(E) WATER TANK
3'0" MAN GATE W/
35'-0"
DRIVEWAY WIDTH
4'-0"
WALKWAY
ACCESS EASEMENT
ACCESS KEP PAD
(N) CONTOUR
(N) CONTOUR
(N) CONTOUR (N) CONTOUR
(E) CONTOUR(E) CONTOUR
EUCALYPTUS
EUCALYPTUS
8'-0
"
(N) HARDSCAPE
NEW DRIVEWAY
DECOMPOSED GRANITE
91'-4 1/8"
DECOMPOSED GRANITE
DECOMPOSEDGRANITE
DECOMPOSED GRANITE
30'-0
"A
CCES
S EA
SEM
ENT
(N) HARDSCAPE
24'-0
"
(N) D
RIVE
WA
Y W
IDTH
4'-0"
(N) HARDSCAPE
20'-0"
12'0" ROLLING GATE
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
EE
EE
EE
EE
EE
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W W W W W
E
WW W
(N) SEPTICPITS
(N) PAD-MOUNTED TRANSFORMER
(N) WATER METERS
(N) WATER LINE
WW
WW
W W W
(E) 8" WATER LINE
7 ST
AN
DA
RD
9'0
" X
18'
0" P
AR
KIN
G S
TALL
S8'-0
"
(N) RAMP
1 ACC
ESSI
BLE
PARK
ING
STA
LL
EXISTING STRUCTURE
EXISTING STRUCTURE
EXISTING STRUCTURE
(E) WATER TANK
(E) WATER TANK
9'-0
"
1-VA
N A
CCES
SIBL
EPA
RKIN
G S
TALL 8'
-0"
9'-0
" 4
(N) UNDERGROUND ELECTRICAL TRENCH
(N) ELECTRICAL PANEL AND ENTRANCE TO BUILDING
9
NEW
TRA
SH E
NCL
OSU
RE24
'0"
X 8'
0"
(E) A/C UNITS12
56
x
12
SHELL BUILDING ARCHITECTURAL SITE PLANSCALE: 1" = 20 ft
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SI
SHEET №
PRO
JECT
:
DATE:
JOB:
DRAWN:
REV.:
A R C H I T E C T SINC
Steven Puglisi
569 Higuera StreetSuite A
San Luis ObispoCA 93401
Ph: 805.595.1962Fx: 805.595.1980
All ideas, designs, arrangements andplans indicated or represented by the
drawings are owned by, and the propertyof, Steven Puglisi, ARCHITECTS, INC. and
were created and developed for use, andin conjunction with, the specific projectdescribed herein. None of these ideas,
designs and arrangements or plans shallbe used by, or disclosed to any person,
firm, or corporation for any purposewithout permission of Steven Puglisi,
ARCHITECTS, INC.. Filing these drawingswith a public agency is not a publicationof same, and no copying, reproduction or
use thereof is permissible without theconsent of Steven Puglisi, ARCHITECTS,
INC.
SHEE
T:
NOT FOR
CONSTRUCTION
P2.0
10/18/2017
CALLENDER COMM.
m. dammeyerPLNG. REV. 17 / OCT 17
AR
CH
ITEC
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SITE
PLA
NCA
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ERIC
IAL
LOT
226
00 C
ALLE
ND
ER R
D, A
RRO
YO G
RAN
DE,
CA
934
20
Calle
nder
Com
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1
Water Consrevation NotesA. Planting and Irrigation shall be designed to conserve water compliance
with CalGreen and updated state water efficiency landscape ordinance. The following factors have been incorporated to aid in the success of the project.
1. Irrigation to be a fully automatic underground system utilizing either low volume spray heads, bubblers, or drip emitters, or a combination of therof. Irrigation hydrozones shall be separated with control valves and controlle rstations into appropriate and compatible zones. Controller shall be a weather-based system.2. Plant material proposed are selected for thier compatibility to climate and site conditions, resistance to wind, and drought tolerant.3. All planters shall be mulched witrh a 3 inch minimum layer of organic mulch throughout.4. Plant materials proposed shall be grouped into distinct hydrozones utilizing plants with similiar water requirements.5. Water needs of plant material proposed have been evaluated utilizing the WUCOLS Project [Water Use Classification of Landscape Species] prepared by the University of California Cooperative Extension, February 1992. All plant materials proposed are selected for lowo moderate water needs in thsi climate.
Landscape Response to LID Facility RequirementsA. Typical techniques [depending on Tier 1 or Tier 2 Requiements] include:
- Coordinate with Cilvil Engineer on infiltration soil media, if required.- Selection of wet / dry adaptive plants for stormwater facilities.- Cobble blankets in conditions where strormwaterduration warrants.
Unless otherwise specified by City Ordanance, the final Landscape Plans shall comply with the more stringent of State and Local Regulations.
Conceptual Plant Material List
Tipu Tree / Tipuana TipuGolden Medallion Tree / Cassia LoptophyllaBronze Loquat / Eriobotrya
Proposed Trees [24 inch Box]
MulchMulch all ground cover and planter areas with 3 inch minimum layer "walk-on" bark.Areas adjacent to building entry may receive decorative gravel mulch for accent.ns that produce no runoff or overspray
Red Kangaroo Paw / Anigozanthos 'Big Red'Dwarf Bottlebrush / Callistemon 'Little John'Gold Coin Daisy / Astericus MaritimusCape Aloe / Aloe Ferox
Proposed Shrubs
Blue Chalk Sticks / Senecio MandralisceaRed Apple / Aptenia CordifoliaTrailing Lantana / Lantana Montevidenis
Proposed Spreading Ground Cover
Note:All Plant materials proposed are selected appropriately according to suitibility to climate, geologic and topographical conditions of the site. Plant selection emphasizes the use of drought tolerant and water conserving plants.
All Plant material shall incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of six inches into landscape area (unless contra-indicated by a soil test). A minimum three inch (3") layer of mulch shall be applied on all exposed soil surfaces of planting areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contra-indicated.
Irrigation systems shall comply with the following:a. Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data and utilize a rain sensor.
b. Irrigation controllers shall be of a type which does not lose programming data in the event the primary power source is interrupted.
c. Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturers recommended pressure range.
d. Manual shut-off valves (such as a gate valve, ball valve , or butterfly valve) shall be installed as close as possible to the point of connection of the water supply.
e. All irrigation emission devices must meet the requirements set in the ANSI standard, ASABE/ICC 802-2014. All sprinkler heads installed in the landscape must document a distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014.
f. Areas less than ten (10) feet in width in any direction shall be irrigated with subsurface irrigation or other means that produce no runoff or overspray.
For non-residential projects with landscape areas of 1,000 sq. ft. or more, a private submeter(s) to measure landscape water use shall be installed
At the time of final inspection, the permit application must provide the owner of the property with a certificate of completion, certificate of installation, irrigation schedule and a schedule of landscape and irrigation maintenance.
1
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SHEET №
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:
DATE:
JOB:
DRAWN:
REV.:
A R C H I T E C T SINC
Steven Puglisi
569 Higuera StreetSuite A
San Luis ObispoCA 93401
Ph: 805.595.1962Fx: 805.595.1980
All ideas, designs, arrangements andplans indicated or represented by the
drawings are owned by, and the propertyof, Steven Puglisi, ARCHITECTS, INC. and
were created and developed for use, andin conjunction with, the specific projectdescribed herein. None of these ideas,
designs and arrangements or plans shallbe used by, or disclosed to any person,
firm, or corporation for any purposewithout permission of Steven Puglisi,
ARCHITECTS, INC.. Filing these drawingswith a public agency is not a publicationof same, and no copying, reproduction or
use thereof is permissible without theconsent of Steven Puglisi, ARCHITECTS,
INC.
SHEE
T:
NOT FOR
CONSTRUCTION
P3.0
10/18/2017
CALLENDER COMM.
m. dammeyerPLNG. REV. 17 / OCT 17
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OR
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END
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1
16'-0"
111'-4"
53'-1
"
40'-0" 41'-4"
5'-7
"
7'-3" 1'-4"
69'-7
"
11'-0
"
16'-9"
30'-0"
8'-0"14'-0"8'-0"17'-11"10'-0"8'-9"
86'-8 1/2" 16'-0" 7'-4" 1'-4"
64'-0
"
3'-4"
32= R = 7"30 T = 11"
STORAGE30'0" x 5'0"
WAREHOUSE110'0" x 58'8"
OFFICE13'0" x 10'0" RESTROOM
7'0" x 10'0"
UP
DECKABOVE
F.F. 106.5'
BA6.1
BA6.1
DA6.2
DA6.2
CA6.2
CA6.2
AA6.1
AA6.1
SHELL BUILDING FLOOR PLAN - LOWERSCALE: 1/4" = 1'-0"
SYMBOL LEGEND2x Flat Framed Stud Wall with 1" Air Gap between CMU Wall
2x4 Metal Stud Wall per Structural Plans
2x6 Metal Stud Wall per Structural Plans
12x8x16 Split-face Block per Structural Plans
8x8x16 Precision Block per Structural Plans
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S T AT E OF C A L IF ORNI
SI
SHEET №
PRO
JECT
:
DATE:
JOB:
DRAWN:
REV.:
A R C H I T E C T SINC
Steven Puglisi
569 Higuera StreetSuite A
San Luis ObispoCA 93401
Ph: 805.595.1962Fx: 805.595.1980
All ideas, designs, arrangements andplans indicated or represented by the
drawings are owned by, and the propertyof, Steven Puglisi, ARCHITECTS, INC. and
were created and developed for use, andin conjunction with, the specific projectdescribed herein. None of these ideas,
designs and arrangements or plans shallbe used by, or disclosed to any person,
firm, or corporation for any purposewithout permission of Steven Puglisi,
ARCHITECTS, INC.. Filing these drawingswith a public agency is not a publicationof same, and no copying, reproduction or
use thereof is permissible without theconsent of Steven Puglisi, ARCHITECTS,
INC.
SHEE
T:
NOT FOR
CONSTRUCTION
P4.0
10/18/2017
CALLENDER COMM.
m. dammeyerPLNG. REV. 17 / OCT 17
FLO
OR
PLA
NU
PPER
CALL
END
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L LO
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2600
CAL
LEN
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RD
, ARR
OYO
GRA
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E, C
A 9
3420
Calle
nder
Com
mer
cial
1
30'-7"
MASTER BEDROOM11'10" x 13'0"
BEDROOM 211'10" x 11'0"
BATH11'10" x 7'0"
LAUNDRY6'1" x 10'0"
KITCHEN7'6" x 10'7"
LIVING12'11" x 12'0"
DINING9'10" x 11'1"
OFFICE 118'4" x 12'0"
OFFICE 218'4" x 12'0"
RESTROOM10'10" x 7'0"
LOBBY10'10" x 12'4"
DECK6'0" x 16'0"
ROOF
DN32 R = 7"30 T = 11"
6 : 12
1/4 : 12
1/4 : 12
64'-0"
SHELL BUILDING FLOOR PLAN - UPPERSCALE: 1/4" = 1'-0"
SYMBOL LEGEND2x Flat Framed Stud Wall with 1" Air Gap between CMU Wall
2x4 Metal Stud Wall per Structural Plans
2x6 Metal Stud Wall per Structural Plans
12x8x16 Split-face Block per Structural Plans
8x8x16 Precision Block per Structural Plans
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REN. DATE
I
NE
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TCETICRADESNECIL
S T AT E OF C A L IF ORNI
SI
SHEET №
PRO
JECT
:
DATE:
JOB:
DRAWN:
REV.:
A R C H I T E C T SINC
Steven Puglisi
569 Higuera StreetSuite A
San Luis ObispoCA 93401
Ph: 805.595.1962Fx: 805.595.1980
All ideas, designs, arrangements andplans indicated or represented by the
drawings are owned by, and the propertyof, Steven Puglisi, ARCHITECTS, INC. and
were created and developed for use, andin conjunction with, the specific projectdescribed herein. None of these ideas,
designs and arrangements or plans shallbe used by, or disclosed to any person,
firm, or corporation for any purposewithout permission of Steven Puglisi,
ARCHITECTS, INC.. Filing these drawingswith a public agency is not a publicationof same, and no copying, reproduction or
use thereof is permissible without theconsent of Steven Puglisi, ARCHITECTS,
INC.
SHEE
T:
NOT FOR
CONSTRUCTION
P5.0
10/18/2017
CALLENDER COMM.
m. dammeyerPLNG. REV. 17 / OCT 17
EXTE
RIO
R E
LEVA
TIO
NS
CALL
END
ER C
OM
MER
ICIA
L LO
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2600
CAL
LEN
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RD
, ARR
OYO
GRA
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E, C
A 9
3420
Calle
nder
Com
mer
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1
LEFT ELEVATIONScale: 1/4" = 1'-0"
Pad Elevation
105.83 ft
Finish Floor
106.5 ft
T.O. Gable
144.00 ft
T.O. Roof
142.5 ft
Pre-fabricated metal railingand stairs, paint to match
window frames
Aluminum clad window, window frame dark bronze
12x8x16 Pre-cast concretesplit-face block,
color natural gray
Decorative light-fixture
Standing seam metal siding, color musket gray
Standing seam metal roofing,color midnight bronze
Pre-fabricated metal railing,paint to match window
frames
Aluminum clad door, door frame dark bronze
Aluminum clad door, door frame dark bronze, door panel color
Cap flashing, paint to match CMU block
Cantilever Deck
Metal kickers
2'-0"Overhang
2'-0"Overhang
FRONT ELEVATIONScale: 1/4" = 1'-0"
45'-0
" M
ax H
eigh
t Abo
ve P
ad E
leva
tion
Pad Elevation
105.83 ft
Finish Floor
106.50 ft
T.O. Roof
142.50 ft
Maximum Building Height
151.50 ft
T.O. Gable
144.00 ft
18'-9
" F
.F.
9'-1"
Pla
te H
eigh
t
Metal paneling, corten steel
Pre-fabricated metal railing and stairs, paint to match window frames
Aluminum clad window, window frame dark bronze
Pre-cast concrete surround
12x8x16 Pre-cast concretesplit-face block,
color natural gray
Decorative light-fixture
Pre-cast concrete sillStanding seam metal siding, color
Standing seam metal roofing, color burnished slate
8X8X16 Pre-cast concrete precision block, color natural gray
Exterior metal man-door, paint to match window trim
Metal overhead door, paint to match window trim
Cap flashing, paint to match CMU block
Overflow scupper, color natural gray
6x12 outlookers
2x8 fascia
1'-0" 3'-0"
Metal Awning
Metal kickers
1
H
C 1 2 9 3 808.31.17
VETS
LGUP
REN. DATE
I
NE
A
TCETICRADESNECIL
S T AT E OF C A L IF ORNI
SI
H
C 1 2 9 3 808.31.17
VETS
LGUP
REN. DATE
I
NE
A
TCETICRADESNECIL
S T AT E OF C A L IF ORNI
SI
SHEET №
PRO
JECT
:
DATE:
JOB:
DRAWN:
REV.:
A R C H I T E C T SINC
Steven Puglisi
569 Higuera StreetSuite A
San Luis ObispoCA 93401
Ph: 805.595.1962Fx: 805.595.1980
All ideas, designs, arrangements andplans indicated or represented by the
drawings are owned by, and the propertyof, Steven Puglisi, ARCHITECTS, INC. and
were created and developed for use, andin conjunction with, the specific projectdescribed herein. None of these ideas,
designs and arrangements or plans shallbe used by, or disclosed to any person,
firm, or corporation for any purposewithout permission of Steven Puglisi,
ARCHITECTS, INC.. Filing these drawingswith a public agency is not a publicationof same, and no copying, reproduction or
use thereof is permissible without theconsent of Steven Puglisi, ARCHITECTS,
INC.
SHEE
T:
NOT FOR
CONSTRUCTION
P6.0
10/18/2017
CALLENDER COMM.
m. dammeyerPLNG. REV. 17 / OCT 17
EXTE
RIO
R E
LEVA
TIO
NS
CALL
END
ER C
OM
MER
ICIA
L LO
T 2
2600
CAL
LEN
DER
RD
, ARR
OYO
GRA
ND
E, C
A 9
3420
Calle
nder
Com
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cial
1
RIGHT ELEVATIONScale: 1/4" = 1'-0"
Pad Elevation
105.83 ft
Finish Floor
106.50 ft
T.O. Gable
144.00 ft
T.O. Roof
142.50 ft
REAR ELEVATIONScale: 1/4" = 1'-0"
45'-0
" M
ax H
eigh
t Abo
ve P
ad E
leva
tion
T.O. Gable
144.00 ft
T.O. Roof
142.50 ft
Finish Floor
106.50 ft
Pad Elevation
105.83 ft
Maximum Building Height
151.50 ft
1