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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 /%//. - AJ !lc .1+_0uti ur�i*ye).rrr»dN ..::1 "..... ; 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