Ord 2186 - Exhibit A Part 2PL
VINES ON METAL WALL
TRELLIS (COLOR TO MATCH
OLYMPIC SEMI-
TRANSPARENT STAIN
#725, DARK OAK)
GARAGE F.F.L.-13'-0"
tRO
Dunn Edmonds-DEC760 DESERT GRAY LRV36
PRECAST CORNICE (Benjamin Moore-1546)
NEMpju G7r4MG410'.+/11IN
Benjamin Moore-HC-83
EXSITING OAK TREE TO REMAIN
COLORFUL VINES SUCH AS CLEMATIS
ON M TAL TRELLIS (COLOR TO MATCH
OLYM IC SEMI -TRANSPARENT STAIN
#725, ARK OAK)
HISTORIC FRIEZE DETAILING
(Benjamin Moore-HC-83)
I
Benjamin Moore-HC-83
NEW PLANTING PER LANDSCAPE PLAN
30'-0"
r< .i3.'iiGSQfiiFii1WA ;lyjr
Akr sal 'M.N.." r. 9I'--'.9 Y,r.et J—.'IS
T - ENTRANCE TO GARAGE BELOW
EXISTING BUILDING OUTLINE
I
0'-0" PROPOSED F.F.L.
-1'-0" EXISTING GRADE
Benjamin Moore-HC-83
NORTH ELEVATION ALONG ANDREWS STREET
Dunn Edmonds-DEC760 DESERT GRAY LRV36
NEW PLANTING PER LANDSCAPE PLAN
CLAY TILE ROOF (MCA, #8 BLEND)
STONE VENEER FINISH
SAFEWAY BLEND
10% TAN, 10% CHARCOAL, AND
80% GREY/TAN
%ce
CLEAR GLASS SET IN CHAMPAGNE METAL WINDOW FRAMES
STONE SEAT WALL
SLOPED BLACK IRON AND METAL AWNING
WEST ELEVATION ALONG SANTA CRUZ AVENUE
KENNETH RODRIGUES d PARTNERS INC
18 N e• t N San P• a. e
San t a••. C A l 0 9.9 9 J.0 TOO
30.-0"
EXTERIOR PLASTER
PRECAST CORNICE (Benjamin Moore-1546)
HISTORIC FRIEZE DETAILING
(Benjamin Moore-HC-83)
PRECAST TRIM
(Benjamin Moore-T546)
22'
Iiiiiiii
-- IIMPIIIII .>lliuuilfl HIIIIIflIII
//! // /r /f#
STONE VENEER FINISH
LIGHT FIXTURE 25'-6"
*r
Ilr l�l1r!€tnsl�d�tlt•11� aty i._ ;
-o% i / /i. _ �1�1\�ilil�%1♦;�! 4�G4�rlraalnsirSf.:GGi
Benjamin Moore-I-IC-83
COLORFUL VINES SUCH AS PINK JASMINE
ON METAL TRELLIS OVER CART STORAGE
(COLOR TO MATCH OLYMPIC
SEMI -TRANSPARENT STAIN
#725, DARK OAK)
SLOPED METAL AWNING
STONE FINISH
EXISTING BUILDING OUTLINE
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
COLORED EXTERIOR ELEVATIONS
CHAMPAGNE METAL &
GLASS AWNING STRUCTURE
ENTRANCE TO GARAGE BELOW
19a
SCALE:1"=10'-0"
VINES ON METAL WALL TRELLIS
(COLOR TO MATCH OLYMPIC
SEMI -TRANSPARENT STAIN
#725, DARK OAK)
24'-6"
21'-6"
0'-0" PROPOSED F.F.L.
-1'-0" EXISTING GRADE
-13'-0" GARAGE F.F.L.
1 0. 2 7. 0 9
0 9. 1 4. 0 9
0 7. 0 1. 0 9
0 5. 1 8. 0 9
10'
20'
K R P 2 2. 5 5 5
30'
Dunn Edmonds-DEC760 DESERT GRAY LRV36
Benjamin Moore-HC-83
VINES ON METAL WALL
TRELLIS (COLOR TO MATCH
OLYMPIC SEMI-
TRANSPARENT STAIN #725,
DARK OAK)
25'-6"
EXISTING 1-STORY
RESID ENTIAL
15'-0'
PROPOSED F.F.L. 0'-0'
EXISTING GRADE -8'-6"
GARAGE F.F.L.
PRECAST CORNICE (Benjamin Moore-1546)
mos- Irk;
111.21111111111
glinann
•••••• •-••f••ci.L•:.0•121•sr:r: E1c•MN. 1111
iSJsI:�I�.
-EXSITING OAK TREE TO REMAIN
COLORFUL VINES SUCH AS CLEMATIS
ON METAL TRELLIS (COLOR TO MATCH
OLYMPIC SEMI -TRANSPARENT STAIN
#725, DARK OAK)
HISTORIC FRIEZE DETAILING
(Benjamin Moore-HC-83)
Benjamin Moore-HC-83
PARKING BELOW
L 0
�i , , 1��!%////'/�l/'%
2 $ rFF4%
CLAY TILE ROOF (MCA, #8 BLEND)
STONE VENEER FINISH
ENTRANCE TO GARAGE BELOW
EXISTING BUILDING OUTLINE
SAFEWAY BLEND
10% TAN, 10% CHARCOAL, AND
OU% WILY/ FAN
0111.10.
Benjamin Moore-HC-83
30'-0'
-1'-0' EXISTING GRADE
NORTH ELEVATION ALONG ANDREWS STREET
Dunn Edmonds-DEC760 DESERT GRAY LRV36
Benjamin Moore-HC-83
EXTERIOR PLASTER
PRECAST CORNICE (Benjamin Moore-1546)
HISTORIC FRIEZE DETAILING
(Benjamin Moore-HC-83)
PRECAST TRIM
111101101 . NIIIIuti , iIIIItnIII
iVial
STONE VENEER FINISH
LIGHT FIXTURE 25-6'
COLORFUL VINES SUCH AS PINK
JASMINE ON METAL TRELLIS OVER
CART STORAGE (COLOR TO MATCH
OLYMPIC SEMI -TRANSPARENT STAIN
#725, DARK OAK)
VINES ON METAL WALL
TREWS (COLOR TO MATCH
OLYMPIC SEMI -TRANSPARENT
STAIN #725, DARK OAK)
24'-6'
21'-6'
CUSTOMER PARKING BELOW
CLEAR GLASS SET IN CHAMPAGNE METAL WINDOW FRAMES
STONE SEAT WALL
SLOPED BLACK IRON AND METAL AWNING
WEST ELEVATION ALONG SANTA CRUZ AVENUE
KEI•ETH I00II•UES • PARTNERS INC
ISI S• n S
S • • 1 • • • . 0 A • 0 •.. • 3.0 7 • 0
SLOPED METAL AWNING
STONE FINISH
EXISTING BUILDING OUTLINE
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
— CHAMPAGNE METAL &
GLASS AWNING STRUCTURE
ENTRANCE TO GARAGE BELOW
BLACK/ WHITE EXTERIOR ELEVATIONS
0'-0' PROPOSED F.F.L.
ISCALE:1,10.-0-
-1'-0' EXISTING GRADE
-13'-0" GARAGE F.F.L.
1 0. 2 7. 0 9
0 9. 1 4. 0 9
0 7 . 0 1 . 0 9
03.18.09
10.
K R P 2 2. 5 5 5
20.
24'-6'
17'-0'
PROPOSED F.F.L. 0'-0"
EXISTING GRADE -1'-0'
12. SOUND WALL
PROPOSED F.F.L. 0'
EXISTING GRAD -5'-O
CLAY TILE ROOF (MCA, 68 BLEND)
STONE VENEER FINISH
SAFEWAY BLEND
10% TAN, 10% CHARCOAL, AND
80% GREY/TAN
RAMP TO GARAGE BELOW
EXISTING BUILDING OUTLINE
Benjamin Moore-HC-83
Dunn Edmonds-DEC760 DESERT GRAY LRV36
Benjamin Moore-HC•83
COLORFUL VINES SUCH AS BOUGANVILLEA
ON METAL / CABLE TRELLIS
PRECAST CORNICE / TRIM (Benjamin Moore-1546)
EXTERIOR PLASTER
1-t� �.'� Iris 1.'r,'
�C�'���
gil/,'l MOM 111111INSFirliVERINFM_ iffliaiiii= maiiiimai
111111111111111
.41111
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nr!'.u... aki:r 7criH1•,11• s:ttJrit Q, 1.�
—�L
Dunn Edmonds-DEC760 DESERT GRAY LRV36
EXTERIOR PLASTER
PRECAST CORNICE (Benjamin Moore-1548)
1' HORIZONTAL REVEALS
LIGHT FIXTURE
POSSIBLE ELEVATOR
ENTHOUSE-
26'-6"
GARAGE BELOW
SOUTH ELEVATION
23'-0' .11.II :11 IMN _:0:Oft' :II0416.1M1 009XIX1. XVMi_____:r:__:01 1 ____ 1•Iii1:_IlVIMO I/ier1
,4 _J
EAST ELEVATION ALONG SERVICE ALLEY
SENSE]N 90091CUE5 • PJ97NE9E INC
IS N• r, N s•
EXTERIOR VENTS
GARAGE BELOW
.0 • -,
amiri Moore-H
WALL CLIMBING VINES /
SEE LANDSCAPE PLAN
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
COLORED EXTERIOR ELEVATIONS
PL
-6-0" EXISTING GRADE
-13'-0" GARAGE F.F.L.
1/4" VERTICAL JOINTS
EXISTING BUILDING OUTLINE
HISTORIC FRIEZE DETAILING
(Benjamin Moore-HC-83)
EXISTING
1-STORY
RESIDENTIAL
ROPO '= F.F.L
j _ — — — — -B'-6' EXISTING GRADE
20a 0
-13'-0' GARAGE F.F.L.
1 0. 2 7 . 0 9
0 9. 1 t._09
0 7. 0 1. 0 9
05.18.09
10.
KRP 22.555
20'
30'
CLAY TILE ROOF (MCA, #8 BLEND)
STONE VENEER FINISH
SAFEWAY BLEND
10% TAN, 10% CHARCOAL, AND
80% GREY/TAN
24"-6"
1 T-0'
PROPOSED F.F.L. 0"-0"
EXISTING GRADE -1'-0"
30.0"
Benjamin Moore-HC-83
LIGHT FIXTURE
COLORFUL VINES SUCH AS BOUGANVILLEA
ON METAL / CABLE TRELLIS
PRECAST CORNICE / TRIM (Benjamin Moore-1546)
EXTERIOR PLASTER
:..sionsereleseraineisill ii.iiii1114
-T 4
RAMP TO GARAGE BELOW
EXISTING BUILDING OUTLINE
Benjamin Moore-HC-83
Dunn Edmonds-DEC760 DESERT GRAY LRV36
12' SOUND WALL
ROLL -UP DOOR
HORIZONTAL REVEALS
LOADING DOCK
a
23.-0' I)
GARAGE BELOW
Dunn Edmonds-DEC760
DESERT GRAY LRV36
PL
25'-6'
12'-0'
8"-0"
0"-0" PROP
ED F.F.L.
-6-0" EXISTING GRADE
-13'-0" GARAGE F.F.L.
SOUTH ELEVATION
12' SOUND WALL
21'-6"
PROPOSED F.F.L. 0'-0'
EXISTING GRAD
Dunn Edmonds-DEC760 DESERT GRAY LRV36
23"-0"
EAST ELEVATION ALONG SERVICE ALLEY
B
KESKETH RODRIGUES • PIKTYESS INC
Son r . . " . 3
S.. l... . C A . 0■. S S 3. 0 , 10
25'-6'
EXTERIOR PLASTER
PRECAST CORNICE (Benjamin Moore-1546)
1' HORIZONTAL REVEALS
LIGHT FIXTURE
POSSIBLE ELEVATOR
ENTHOUSE
26-0"
EXTERIOR VENTS
GARAGE BELOW
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
BLACK / WHITE EXTERIOR ELEVATIONS
1/4" VERTICAL JOINTS
EXISTING BUILDING OUTLINE
HISTORIC FRIEZE DETAILING
(Benjamin Moore-HC-83)
20b
"raw
EXISTING
1-STORY
RESIDENTIAL
25'-6'
0'-0" PROPOSED F.F.L.
-6-6" EXISTING GRADE
SCALE:1'.10'-0'
1 0. 2 7. 0 9
09.14.09
07.01.09
0 5 . 1 8 . 0 9
-13'-0" GARAGE F.F.L.
KRP 22.555
10' 20'
EXISTING RETAIL
ANDREWS ST.
PROPOSED PROJECT
111111111111OF K.1 !nut L..•'
STREET ELEVATION ALONG SANTA CRUZ AVENUE (PROPOSED)
EXISTING RETAIL
PROPOSED PROJECT
STREET ELEVATION ALONG SANTA CRUZ AVENUE (EXISTING)
SENNETN RODRIGUES • •ARAM E•S INC
IS S e. I N San S e a.• S
S e e 1 e e n. 0 • S 0 e. E E S. D T S 0
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
STREET ELEVATION
PARKING EXISTING RETAIL SHOPS
•
EXISTING RETAIL SHOPS
21
SCALE:K.T.S.
1 0. 2 7. 0 9
09_ 1 4 . 09
07.01.09
D5.18.09
KRP 22.555
INDUSTRIAL AVE.
INDUSTRIAL AVE.
EXISTING 2-STORY HOUSE
EXISTING 2-STORY HOUSE
KENNETH RODRIGUES • PARTNERS INC
le N e. t n San P. a, e
Son J e... C A ♦ 0 S.9 9 e.0 ] 0 0
EXISTING
EXISTING GARAGE AND DRIVEWAY ALLEY
EXISTING GARAGE AND DRIVEWAY
EXISTING
ALLEY
PROPOSED PROJECT
EXISTING SAFEWAY
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
STREET ELEVATION
PARKING 1 N. SANTA CRUZ AVENUE
NORTH ELEVATION ALONG ANDREWS STREET (PROPOSED)
EXISTING RETAIL SHOPS
N. SANTA CRUZ AVENUE EXISTING RETAIL SHOPS
NORTH ELEVATION ALONG ANDREWS STREET (EXISTING)
22
K R P 2 2. 5 5 5
1 0. 2 7. 0 9
0 9 . 1 4 . 0 9
0 7. 0 1. 0 9
0 5. 1 8. 0 9
SCALF:N.TS.
T.O.P. +20'-0`
-
T.O.P.+18 0' T.O.P. +24'43- T.O.P. *18,LY T.O P. +22-0'
T.O.RIUge..30.0
r
r; AC UNIT
T.O.P. *21'd
T.O.P.
T.0P_ +20'4P
GARAGE EXHAUST DUCT
TERMINATION
.24,9•
REFRIGERATOR
CONDITIONER 1
LJ
T.O.P. 423,
NOTES:
DATUM: 0'-0" AT GRADE +383'-0"
ROOF PLAN
R
EEMIETH ■00AICYCS A ......Y9 INC
1 a a •. n P
e.. 1.. 4. C• 4 0■.• 4 3. 0 ] 4 0
PRECAST CORNICE
CLAY TILE ROOF
SLOPE
SLOPE
18' SOUND WALL BELOW
I I
AC UNIT I I
(MAIN UNIT) \_'-3' 1 J
s25�'1
I I REFRIGERATOR 7.0 PA.rapel..25'-6 REFRIGERATOR I I
CONDIRONER CONDITIONER I
+244
AC UNIT L ,
•21'-0' r
REFRIGERATOR 1 I
CONDITIONER I I
ygd
•23'-9.
MAV. r l
*224Y
0
AC UNIT (R*)1 1
LJ
ACCESS TO LOWER ROOF
•28' 8'
T — _-"—T.O. ELEV. SHAFT
I I
I I
T.O.P. 4254i
LINE OF EXTERIOR WALL BELOW. DASHED
ROOF ACCESS HUTCH
L-J
SLOPR
SLOPE
SLOPE
GARAGE EXHAUST DUCT
TERMINATION
TRELLIS BELOW
J
T.OP..25-8'
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
30'
PAINTED CORRUGATED METAL TE
(9en)emin Moue HC-43)
RETURNABLE ENCLOSURE
EXTERIOR PLASTER (BenJerrnn Moore HC83)
OVER MU WALL
OWNLINK FENCE WITH GATE
FLOOR PLAN (1/4"=1'-0")
PAINTED TUBE STEEL (Bonwrin Moue 1545)
SLOPE
SIDE ELEVATION (1/4"=1'-0")
PROVDE E CHAINLIN( FENCE WI GATE
BETWEEN THE EXISTING FENCE AND
THE PROPOSED RETURNABLE ENCLOSURE
PAINTED METAL ROOF (Benjemn Moore 1548)
PRECAST CAP (Benjamin Moms 1548)
EXTERIOR PLASTER (Benjamin Moore H083)
PAINTED CORRUGATED METAL GATE
(Benjamin Moore HC-93)
FRONT ELEVATION (1/4"=1'-0")
COVERED RETURNABLE ENCLOSURE (1/4"=1'-0")
KRP 22.555
PRELIMINARY ROOF PLAN / RECYCLE ENCLOSURE 23-0"
TRUE
N
1 0. 2 7. 0 9
0 9. 1 4. 0 9
0 7. 0 I. 0 9
0 5. 1 8. 0 9 N 0 9 T N
20' 40' SO'
PROPERTY LI. E
l I
PROPERTY LINE
• 408.5
TOPAAMET L,
76 5
I
PROPERTY LINE
ANDREWS
STREET
d 374.43
q GRADE
I r -
I n 5%.--BOvEBADE
VIEW ANGLE STUDY AT SECTION AA
PROPERTY LINE
�NEOF S1SE�� gF
ANDREWS
w STREET
PROPOSED NEW SAFEWAYSTORE
VIEW ANGLE STUDY AT SECTION CC
ROOF CCCTION LINE OF PARAPET BEYOND
r
1/4' PER FOOT SLOPE
STRUCTURE
J
STAIR
5HAFT
F.M., CBT
ROOM
HALLWAY
SECURED
STORAGE
I
1M5�
408.25
]// Tom_
PROPOSEDNEWSAFEWAY
PARKING LOT
ri
PROPERTY LINE
I
N. SANTA
CRUZ AVE.
SCALE: 1 /16"=1'-0"
ri
PROPOSED NEW SAFEWAY STORE
REFRIGERATOR CONDITIONING UNTS
AT 70' ABOVE ROOF DECK
407.87
r — — — 407.
ROOF SECTION
I 1/4' PER FOOT SLOPE
STRUCTURE
LOADING DOCK /
STORAGE / COOLER
AND FREEZER BOX
SALES FLOOR
3'STRUCTURE
407.5
CASHIER AREA
401.0
T.OPAFAPET
333
SRRE FF.0
PARKING GARAGE
EXISTING GRADE
Eo
SITE SECTION AA
RAMP TO
PARKING GARAGE
L
LINE OF PARAPET BEYOND
ELEVATOR PENTHOUSE�1
STRUCTURE
BAKERY STORAGE
3' STRUCTURE
SITE SECTION BB
R
KENNETH RODRIGUES • PARTRERS IMC
18 R e. 19 Sam P M 4. e S
Son .1n••. O A 4 O R.• R 4. 0 7 O O
EXISTING GRADE
WOMEN'S
RESTROOM
X
EXIT DOOR
TO EXTERIOR
375.91
/ GRADE
O STRUCTURE
Eo
MANAGER'S
OFFICE
OPEN
AREA
3' STRUCTURE
SCALE: 1 "=10'-0"
ic-
ELEVATOR
SHAFT
SECURED
STORAGE
STRUCTURE
SERVER
ROOM
PARKING GARAGE
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
SITE & BUILDING SECTIONS
MEZZANINE
LANDING
OADING
DOCK
CLEAR
3' STRUCTURE
N. SANTA CRUZ AVE
4,0\I
ot_
1PET jZ
T.OPARAPEf Y
3960F.F
AfElt .
KEYMAP
STORE F.F.
3F.F J�
�T 3785AO
N7IGOOG(
3700
GARAGEFF
SCALE: 1 "=10'-0"
24
LOADING DOCK
1 0. 2 7. 0 9
0 9. 1 4. 0 9
0 7. 0 1. 0 9
0 5. 1 8. 0 9
K R P 2 2. 5 5 5
SCALE:1'=10'-0-
0 10' 20' 30'
OCCUPANCY CALCULATION FOR GARAGE
GARAGE
FLOOR AREA: 55,338 SF
OCC. FACTOR 1/200
OCC. LOAD: 277 P
EGRESS STAIR WIDTH (REQUIRED) *56"
EGRESS STAIR WIDTH (PROVIDED) 150"
GARAGE WITH SPRINKLER SYSTEM: STAIRWAY WIDTH
PER OCCUPANT FACTOR = 0.2 (CBC 1005.1) 277 X 0.2 = 56"
•
GARAGE FLOOR PLAN
B
KENNETH RODRIGUES t PARTNERS INC
Son18 North San P•Gro
T•••.CA s 0 3. R R 3.0 TOO
OCCUPANT LOAD: 139 P
28" EGRESS WIDTH REQUIRED
48" EGRESS WIDTH PROVIDED —
klMi�,h - — - -
M qk/MO/
•'ANCe; I FC O4t1./ST
OI.yEO FR CBC77p'6 7)
ACCESSABLE PATH OF
TRAVEL o
OCCUPANCY CALCULATION FOR SALES FLOOR
GROUND FLOOR
FLOOR AREA:
OCC. FACTOR
OCC. LOAD:
EGRESS WIDTH (REQUIRED)
EGRESS WIDTH (PROVIDED)
MERCANTILE STOCK/STORAGE
28,375 SF 13,355 SF
1/30 1/300
**946 P 45 P
*142" *6.75"
258" 78"
BUILDING WITH SPRINKLER SYSTEM: EGRESS WIDTH PER OCCUPANT FACTOR = 0.15 (CBC 1005.1)
946 X 0.15 = 142" AND 45 X 0.15 = 6.75"
PER CBC1019.1: 946 OCCUPANTS REQUIRE 3 EXITS; 3 EXITS ARE PROVIDED FOR THE SALES AREA.
NOTES: 1. EXITS EXCEED 1/3 DIAGONAL DISTANCE SEPARATION WITH SPRINKLER SYSTEM. CBC1015.2.1
2. PLAN COMPLIES WITH 250' MAXIMUM TRAVEL DISTANCE WITH SPRINKLER SYSTEM. CBC1016.1
/1
- EXIT STAIR
UMUMo M \Ms,iPNc
'CRp'�`p tlEp PERC
\S PL
4- I
OCCUPANT LOAD: 139 PI
48" EGRESS WIDTH PROVIDED
4' 0"
EXIT STAIR
OCCUPANCY CALCULATION FOR MEZZANINE
MEZZANINE
FLOOR AREA:
OCC. FACTOR
TOTAL OCC. LOAD:
EGRESS STAIR WIDTH (REQUIRED)
EGRESS STAIR WIDTH (PROVIDED)
EMPLOYEE ROOM
418 SF / 15 OCC. FACTOR
OCC. LOAD = 31P
OCCUPANT LOAD:300 P
45' EGRESS WIDTH REQUIRED
60" EGRESS WIDTH PROVIDED —
SALES FLOOR
EXIT 2
OCCUPANT LOAD:300 P
45" EGRESS WIDTH REQUIRED
48' EGRESS WIDTH PROV DED
SALES FLOOR
EXIT 3
4204
SALES FLOOR
EXIT 1
EXIT STAIR
\I•
OFFICE/STOCK/STORAGE
3,315 SF
VARIOUS (SEE BELOW)
42 P
*6.3" (42X0.15)
96" (TWO 4' WIDE STAIRS)
OFFICE
138 SF / 100 OCC. FACTOR
OCC. LOAD = 2P
—
EXIT STAIR
STOCK / STORAGE
2,554 SF / 300 OCC. FACTOR
OCC. LOAD = 9P
MEZZANINE
OCCUPANT LOAD: 346 P
52" EGRESS WIDTH REQUIRED
126" EGRESS WIDTH PROVIDED
4 6" 6'12"
I-`r
5'-0+0"" I
,XII I I
• I
1
109'-6"
6
STOCK/STORAGE /
EXIT
OCCUPANT LOAD: 44 P(21 P FROM MEZZANINE LEVEL)
6.6" EGRESS WIDTH REQUIRED
36' EGRESS WIDTH PROVIDED
GROUND FLOOR PLAN
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
FIRE EXIT PLANS
SALES AREA
28,375 SF
2y7,
STOCK/STORAGE
AREA
13,355 SF
STOCK / STORAGE
EXIT
- EXIT STAIR
•
•
-- ACCESS TO OUTDOOR PATIO
— EXIT STAIR FROM GARAGE
GARAGE EXIT ONLY
L
OCCUPANT LOAD: 44 P (21 P FROM MEZZANINE LEVEL)
6.6" EGRESS WIDTH REQUIRED
36" EGRESS WIDTH PROVIDED
2 SCAIE:I-=30'-0.
0 30' 60' 90'
K R P 2 2. 5 5 5
1 0. 2 7. 0 9
0 9. 1 4. 0 9
0 7. 0 1. 0 9
0 5. 1 8. 0 9 N
ORIN
NOVEMBER 9:OOAM
MARCH 9:OOAM
0
KENNETH RODRIGUES • RRRRRRRR ,C
11 R I n
S •• lat••.C1 408.113.0710
$ r • • /
NOVEMBER 12:OOPM
MARCH 12:OOPM
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
SHADOW STUDY
NOVEMBER 3:OOPM
MARCH 3:OOPM
26 SCALE: N.1.S.
KRP 2 2 . 5 5 5
T
SANTA CRUZ AVENUE (TOWN STREET 80' R/W)
SANTA CRUZ AVENUE (TOWN STREET 80' R/W)
GARAGE RAMP
DRIVEWAY
EXISTING GRADE
NO DETENTION PLANTER
380
370
365
WALL DRAIN PER GEOTECHNCAL
NVESTIGA 10N FOR THE SAFEWAY
REPLACEMENT STORE /2815 470 N.
SANTA CRUZ AVENUE. LOS GATOS.
CA WALL (RAIN TO CONNECT TO
BLANKET ORAN AT 2 LOCATIONS.
(SEE SHEET 14)
TRUCK A 2Y
38\
370
365
_ -- J
SAFEWAY 11 2815
G ROUND WET FE - 3R7.00
LOWER LE VEL FP - 310.00
LIMITS OF EARTHWORK
EO
WALL DRAIN PER 0E0TECI14I0AL
INVESTIGATION FOR TIE SAFEWAY
REPLACEMENT STORE /2815 470 N.
SANTA CRUZ AVENUE. L05 GATOS.
CA WALL GRAN TO CONNECT TO
BLANKET DRAIN AT 2 LOCATIONS.
(SEE SHEET 14)
GROUND LEVEL FINISH FLOOR . 383.00
EXISTING FINISH FLOOR = 381.87
LOWER LEVEL FINISH FLOOR - 370.00
OUTDOOR SEATING
MARKET DRAIN PER CEOIECNT9CAL INVESTIGATION FOR TIE SAFEWAY REPLACEMENT
STORE /2815 470 N. SANTA CRUZ AVENUE LOS GATOS. CA
SECTION - NORTH SOUTH
HOR: 1"=30' VERT: 1'=10'
STING GRADE
BLANKET GRAN PER GEOTECHNEAL INVESTIGATION FOR THE SAFEWAY REPLACEMENT
STORE /2815 470 N. SANTA CRUZ AVENUE. LDS GATOS. CA
SECTION - EAST WEST
HOT: 1"=30' VERT: 1'=10'
KENNETH EODKIOUES a PARTNERS INC
10 N• R e N San P• A r o
.......1*A 4 0 4.. A J.0 T 0 0
380 EXISTING SIDEWALK
WNL DRAM PER GEOTECHNICK
INVESTCEMENT SCR THE SAFEWAY
SANTA MENT STORE 12015 470 N.
SANTA CRUZ AVENUE, LOS GATOS•
370 CABLANKETWA00*4 LL ORA*R AT TO 2 LOCATICONNECT TOONS,
(SEE SHEET 14)
PARKING LOT
/61 PLANTER
i EXISTING SDEWALK
380
��WALL DRAIN PER GEOTECHNICIL
INVESTIGATION FOR THE SAFEWAY
REPACELENT STORE 12815 470 N.
370 SAND CRUZ AVENUE, LOS GATOS.
CA WALL DRAM TO CONNECT TO
BLANKET OREN AT 2 LOCATIONS.
(SEE SHEET 14)
7
7
7
V
2
1R PER FOOT SLOPE
AREA
2
`\e
LEGEND
PROPERTY LINE
UNDERGROUND PARKING GARAGE BOUNDARY
3820 PROPOSED MAJOR CONTOUR
301 PROPOSED MINOR CONTOUR
380 D05TIN0 MAJOR CONTOUR
EXISTING MINOR CONTOUR
DEPTH OF CUT (TYPICAL)
+0.10 DEPTH OF FILL (TYPICAL)
— • — • — • — • — • — DEEP EXCAVATION WITS (FOR LOWER LEVEL
STRUCTURE)
EARTHWORK
NEW STORE FOOTPRINT
CUT= 19,266 CY
FILL= 0 CY
NET= 19,266 CY CUT
PARKING GARAGE. SUBGRADE TO SAFEWAY STORE SUBGRADE
PARKING/LANDSCAPING
OUTSIDE OF GARAGE
FOOTPRINT
CUT= 534 CY
FILL= 319 CY
NET= 215 CY CUT
EXISTING FINISH GRADE TO PROPOSED FINISH GRADE
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
ROOF ROOF
2:5 SLOPE 2:5 SLOPE
AREA 5
1 B1
SAFEWAY N 2815
GROUND LEVEL FF -- 383.00
LOWER LEVEL. FF-370.00
!�5
7'
L
ROOF
1:5 SLOPE
0
AREA 4
BIO-DETENTION TRIBUTARY PLAN
GARAGE AREA OUTSIDE OF
NEW STORE FOOTPRINT
CUT= 6,794 CY
FILL= 0 CY
NET= 6,794 CY CUT
PARKING GARAGE SUBGRADE TO PROPOSED FINISH GRADE
EARTHWORK QUANTITIES AS CALCULATED BY THE ENGINEER ARE APPROXIMATE AND
ARE ESTIMATES ONLY. )(Q ALI OWANO WAS MADE FOR STD L 0R SHRINKAGE IT
IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE OWNTRES BY
PERFORMING MDR OWN CNEULATIONS.
LIMITS OF EARTHWORK/ STORMWATER CONTROL
0801 mootere64e00686111QRM* 1/ m0ntelly. co 93940
0148311555.2723 Ya.031) 655.3425
e m311i mall#wndengmeerIng.com
AREA 1
TRIBUTDRI AREA
TO RIG -DETENTION AREA I
AREA (SF)
AREA A.
51.832
1.180
TOTAL IMPERVIOUS AREA
BLIP AREA Rl5qUUIREO
49409
1.134
1 976
{.040
0.pp4455
0.047
MAP AREA PRWOED
AREA 3
TRIBUTARY AREA
TO MKT -DETENTION AREA 3
AREA (SF)
AREA (AC)
9,903
0.22/
TOTAL IMPERVOUS AREA
MAP AREA REQUIRED
7 0
1
0.173
0.007
BAP AREA PROVIDED
34
O.00S
27
NuusrR,.O W*r
AREA 2
TRIBUTARY AREA
TO B10-DETENTION AREA 2
AREA (SF)
AREA (AC)
14.881
0.337
TOTAL NPERVCOUS AREA
BMP AREA REQUIRED
12.651
0.290
0.0/2
DAP AREAP900010D
1. 13
0D37
AREA 4
CARTRIDGE FILTER
TRIBUTARY AREA
TO CARTRIDGE FILTER
1EA8m
8
AREA (AC)
0.388
RUNOFF COEFF. C
RANFALL INTENSITY C
0.70
0.20 N/HR
TREATMENT FLOWRATE 0
24.2 CPA
SEE KRISTAR UPFLOW FILTER OETAL ON SHEET 14.
C.3 STORM WATER GUIDELINES USED FOR FLOW BASED
TREATMENT CALCULATIONS
CALCULATION
TOTAL ILPERVKIUS AREA X 0.040 = BEST LLNRAGEMENT
PRACTICE (BAP) AREA REQUIRED. THIS EQUATION ASSUMES:
1. A 0.20 NCHES/HOUR STORM RAINFALL RATE
2. USE OF AN ENGINEERED BIOSYULE MEDNM/AMEN0ED SOIL TATH A PERCOLATION RATE OF 5
INCHES/HOUR. MEAL INSTALLATION SHALL BE AT 12 INCHES/HOUR (SEE SHEET 10) AND THE 5
INCHES/HOUR IS AN ASSUMED FUTURE RATE AFTER NATURAL SETTING AND COMPACTOR.
0.20 INCHES/HOUR
5 INCHES/HOUR
0.040
SCALE: I.. 30'
0
10-27-2009
09-14-2009
07-01-2009
K R P 2 2. 5 5 5
05-18-2009 NOR T 8
30' 00' 9D'
EXISTING PARKING
EXISTING PARKING
EXISTING PARKING
EXISTING PETCO
EXISTING PETCO
EXISTING PETCO
KENNETH ROORICUES • P.RIMERS IMC
I . . . . 1 • San
400.0.307.0
EXISTING RETAIL SHOPS
EXISTING RETAIL SHOPS
PROPOSED 16-BRISBANE BOX
EXISTING RETAIL SHOPS
SAFEWAY LOS GATOS #2815
LOS GATOS , CALIFORNIA
ALLEY ELEVATION
PROPOSED PROJECT
ANDREWS STREET
EAST ELEVATION ALONG ALLEY (PROPOSED with MATURE TREES)
PROPOSED PROJECT
ANDREWS STREET
EAST ELEVATION ALONG ALLEY (PROPOSED with NEW TREES)
EAST ELEVATION ALONG ALLEY (EXISTING)
28
SCALE01.1.5.
ANDREWS STREET
1 0. 2 7. 0 9
0 9. 1 4. 0 9
07.01.09
0 5 . 1 8 . 0 9
K R P 2 2. 5 5 5