The URL can be used to link to this page

Ord 2186 - Exhibit A Part 1• ■ ■ VICINITY MAP PROJECT SITE 470 N. SANTA CRUZ AVENUE 05-18-2009 1st SUBMITTAL 07-01-2009 2nd SUBMITTAL 09-14-2009 3rd SUBMITTAL 10-27-2009 4th SUBMITTAL SAF EWAY LOS GATOS, CALIFORNIA • ■ PROJECT INFORMATION ■ ■ • ■ ADDRESS APN ZONE OWNER SAFEWAY INC. 5918 Stoneridge Mall Road Pleasanton, CA 94582 470 N. SANTA CRUZ AVENUE 529-07-083 C-1 : PD PROJECT TEAM ARCHITECT KENNETH RODRIGUES & PARTNERS, INC. 445 North Whisman Road, Suite # 200 Mountain View, CA 94043 CIVIL ENGINEER WWD Engineering 2801 Monterey - Salinas Highway Monterey, CA 93940 LANDSCAPE ARCH I T E C T Lauderbaugh Associates 425 Clyde Avenue Mountain View, CA 94043 LIGHT I N G CONSULTANT Belden Inc. 6670 Amador Plaza Road, Suite 200 Dublin, CA 94568 ■ in Phone 925. 467. 3063 (Natalie Mattel) 925. 467. 2827 (David Palmer) Contact Natalie Mattei Phone 650.965.0700 Fax 650.960.0707 Contact Ken Rodrigues, FAIA Phone Fax Contact Phone Fax Contact 831. 655. 2723 831 . 655. 3425 Tony Cattedra 650. 691. 9711 650. 691. 9713 Jim Lauderbaugh Phone 925.829.0772 Fax 925.829.0682 Contact Kevin Moore • ■ SHEET INDEX ■ 1 TITLE SHEET 2 ALTA SITE SURVEY 3 TREE SURVEY 4 TENTATIVE EASEMENT RELOCATION MAP 5 PLANNED DEVELOPMENT - OFFICIAL DEVELOPMENT PLAN 6 SITE PLAN - GROUND LEVEL PLAN 7 LOWER LEVEL PLAN 8 FIXTURE PLAN 9 MEZZANINE PLAN 10 PRELIMINARY GRADING PLAN 11 PRELIMINARY GRADING PLAN 12 PRELIMINARY STORM WATER MANAGEMENT PLAN 13 PRELIMINARY STORM WATER MANAGEMENT PLAN 14 PRELIMINARY UTILITY PLAN 15 PRELIMINARY EROSION CONTROL PLAN 16 PRELIMINARY LANDSCAPE PLAN 17a SITE LIGHTING PLAN 17b LOWER LEVEL LIGHTING PLAN 18a SITE PHOTOMETRIC PLAN 18b LOWER LEVEL PHOTOMETRIC PLAN 19 FLOOR PLAN 19a COLORED EXTERIOR ELEVATIONS 19b BLACK/WHITE EXTERIOR ELEVATIONS 20a COLORED EXTERIOR ELEVATIONS 20b BLACK/WHITE EXTERIOR ELEVATIONS 21 STREET ELEVATIONS 22 STREET ELEVATIONS 23 ROOF PLAN / RECYCLE ENCLOSURE DETAIL 24 SITE & BUILDING SECTIONS 25 FIRE EXITING PLAN - MAIN FLOOR AND BELOW GRADE PARKING 26 SHADOW STUDY • 27 LIMITS OF EARTHWORK 28 ALLEY ELEVATIONS RECEIVED OCT 2 8 -2009 TOWN OF LOS GATOS PLANNING DIVISION EXHISi B SS1912 2 GRATE=33397( IM: IN 8"=376221 It, OUT 8'=376.1� �. 5S /SDRIH$2 CUVEP,=383.36' /INV IN 24"'WEST=37921' INV IN NORTH 15"=37836' 11NV IN 18" EAST= 378.3'± INV OUT 36=3'.6.32 55 ss 55 55 SANTA CRUZ A 00O2 GRATE=382.22'-, oUt TOM ..,..)!*2'� `��-W---AC---19 ,Nv 9JrLTa' 'v.?;-,, W 8 W VW, 5 WN STREET 80' SD SD - S5 3' SS--_r----S-i YV SO SD If 17/ J I: &E N 21'34'36' E 50.02' 1 • 18'SYCI•I PG&E^TE CONC SIDEWALK I Ate I CONC DRIVEWAY 20`SY CONC PARKING .5• 1'SYC 1.1:iI 1 CONC PARKING 1'sr/ CONC PARKING OeTCII CONC PARKING CONC SIDEWALK EXISTING COMMERCIAL PLANTER 18 RCP CONTINUES S 21'34'31W 275.65 o-.-SAFEWAY SIGN I CNC 0 1eus 12'SYC 15 OP 15- METER }t6D28at3F iP PGwEDEN H ENCLOSED, m (2) 2' BFFir 6" FIRE SERV110E PER SJWC PAY' PHONES NEWSPAPER STANDS CURBS DRAIN AC I8OC F OCIG) J t LANTER _ _ De0 INV((01 l 1=374l)0 FLUSH CONC PARKING STRIPING (TYP) PLANTER % --"sc. \ \ CONC RAMP BLOCK CONC SIDEWALK WALL I f... CONC SIDEWALK M � a CONCRETE RAMP CURB DRAIN -L ,-0 333SA IrS5 CONC SIDEWALK BLOCK WALL RAISED PIANTF0 SD /PIEZ060BEO TUBE AC • -50---- -h,�� SO 5D CP SD _- G --AC SPEED BUMP AC 4 5D JSSMHkt COYEP=381 29 yuCJ y IN A'=373.61c I It�'t OUT 8-=3+3 55' OVER=361 34' 12' 1P =11i•T MEASURED 35 =3 4 62 INV OUT 36 =3zi.35' 55 t £ V-AC SPEED BUI P INV IN 'I1 2110'00- E 412.24' 6` DW PLANTER OUICf CON0ECT- -T I KENNETH ItOORIOUEB 3 PARTNERS INC t o North San P• G r 0 San J•••. C A 4 0 8.9 9 .0 7 0 0 EXISTING RESIDENTIAL A ALTA SITE SURVEY 2 SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA 43 42 21000E 13'OLr. 40 15"OWE SDCB#4 G4ATE-31420 INV iN 12'=370.67' INV OUT I2'=370 22' engineering// 50rveyin4i 0lann(ng -- 2001 m0ntereg-sallnas highway !t monterey. La 93940 0e14831(555-2723 Fax:1E1311655-3425 e mall; malllswdenglneering.com EXISTING ITEM LEGEND HOSE BIB FIRE HYDRANT IS FIRE DEPARTMENT CONNECTION WATER METER XI WATER VALVE 1• MONITORING WELL £d IRRIGATION CONTROL VALVE O RISER (VARIES) ® GAS METER u LIGHT STANDARD © ELECTRICAL BOX 0 TRAFFIC SIGNAL BOX < TRAFFIC SIGN -96 SANITARY SEWER CLEANDUT (9 SANITARY SEWER MANHOLE (0) STORM DRAIN MANHOLE e :9"0 TREE (SEE SHEET 3) — TRAFFIC ARROW —EXISTING—) COMMERCIAL RATE=374 c' 2369 31. 18 =369. 11' 501AH (0W41ED) \ _Fi± DEPTH\ LOCATION PEP 5Dl:1t 3 RUJ=373 6e' �- I lei•: IN 42"=356815 OUT 42'=366. CO' RCP WAY of INvno ITREST STORM DRAIN LOCATION )u PEP TOWN•• i1 13 -LCBr6 ;,F.c1-E,-.NOT MEASVPED INV IN 6' =NOT MEASURED a NV OUT 6"=NOT MEASURED \A 380 l•5000 (BURIED) LOCATION PER _7 iDWl1'• PROPERTY UNE EASMENT LINE (SEE 5HT 4) MAJOR CONTOUR MINOR CONTOUR BUILDING OVERHANG CURB AND GUTTER CURB a W WATER UNE (PER SJWC MAPS) SIZE AS INDICATED SD S0 — STORM DRAIN LINE (APPROX. ROUTING") SIZE AS INDICATED 5S SANITARY SEWER (PER PRIVATE LOCATOR SERVICE). SIZE AS INDICATED ., .— GAS UNE (PER PG&E BLOCK MAPS). SIZE AS INDICATED PC -WE PG&E ELECTRIC (PER PRIVATE LOCATOR SERVICE) STL 5TL - STREET UGHT (PER PRIVATE LOCATOR SERVICE) RETAINING WALL TYPE AS INDICATED PARKING STRIPING •' STORM DRAIN ROUTING IS APPROXIMATE DUE TO UNAVAILABLE BASEMAPS AND NO VISIBLE STRUCTURES AT VARIOUS ASSUMED JUNCTIONS Si STOP SIGN S2 PARKING SIGN S3 STREET SIGN S4 BUS STOP SIGN S5 HANDICAP SIGN S6 SAFEWAY SIGN S7 CROSSWALK SIGN 40 .'SOI.IH (BURIED) LOCATION PEP TOWN++ IRR VAULT? FILED VIITN'CONCRE:E 3 II SSMHd3 CLIVER=373.58 NV IN 6' 3666 51 (N 3UT 6"=366.23 II ABBREVIATIONS AC ASPHALTIC CONCRETE CONC CONCRETE DR DOOR ROW REDWOOD TREE (SEE SHEET 3) P PINE TREE (SEE SHEET 3) 0 OAK TREE (SEE SHEET 3) T TREE (UNKNOWN SPECIES. SEE SHEET 3) GEN GENERATOR BFP BACK FLOW PREVENTION DEVICE XFMR TRANSFORMER ICV IRRIGATION CONTROL VALVE SJWC SAN JOSE WATER COMPANY FKCL ABBREVIATION PER SJWC SO STORM DRAIN INV INVERT SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE ELEVATION DATUM ELEVATIONS ARE BASED ON A BRASS DISC BENCHMARK STAMPED 1G-31' IN A MONUMENT WELL AT THE INTERSECTION OF ROBERTS ROAD AND INDUSTRIAL WAY WITH AN ELEVATION OF 367.04 PARKING COUNT SCALE: 1" = 20' 0 20' 40' 60' 10-27-2009 09-14-2009 07-01-2009 05-18-2009 H 0 R 7 H 111 REGULAR STALLS 5 HANDICAP STALLS 116 TOTAL STALLS KRP 22.555 ALTA SITE SURVEY • 21"SYC*) T383.46 ///�� EXISTING — I ICOMMERCIAL f3'9.89 378.53 /29 • 13"PEAR 379.50 33"P 379 06 /48 •41VILLOW 382.48 /21 3"PEAR 380.95 ti 6"PFAR 380.86 /33 • 1'ROW 378 27 10 ,18" STUMP 378 19 KENNETN ROORIOUES 3 PARTNERS INC 18 North San P. 4 r e S I r e• 7 San J e. •. C A 4 0 0.0 R 3.0 7 0 0 /15 SPEAR 381.42 x/16 5'PEAR 380.15 TA CRUZ AVENUE (TOWN STREET 80' R/W) /12 10"PEAR 382.24 —/3 1"SYc 382.10 X 19"RDW� 377.83 X/36ROW 37777 77 EXISTING RESIDENTIAL TREE SURVEY 1"=20' /4 11'SYC 381.84 0/46 O 45 0 /7 0 14"0 382.03 /43 = 42/41 / IYOLNE 375.57 � • 13"OLIVE 374.62 375.06 SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA '018'0 379.11 fr 0 —EXISTING—) COMMERCIAL ABBREVIATIONS O OAK TREE P PINE TREE RDW REDWOOD TREE SYC SYCAMORE TREE T TREE (UNKNOWN SPECIES, NOT IN JULY 2006 ARBORIST REPORT) ALL OTHER TREE NAMES NOT ABBREVIATED * EXCLUDED FROM JULY 2006 ARBORIST REPORT (SEE PUN A/3 BELOW) INCLUDED PER JULY 2006 ARBORIST REPORT (SEE * * TREE TABLE BELOW) ** TREE TABLE LEGEND TREE NUMBER (SEE NOTES BELOW) • 13'OLIVE—DIAMETER AND TREE TYPE 375.06 GROUND ELEVATION 61 TRUNK ▪ TREE TO BE REMOVED O TREE TO BE PRUNED • TREE TO BE SAVED AND PROTECTED (IF WITHIN CONSTRUCTION OMITS) O TREE INCLUDED PER ARBORIST REPORT (JULY 2005) AND REMOVED SINCE REPORT PUBUSHING (NOT INCLUDED IN ALTA 511E SURVEY). DRIPUNE FROM AERIAL MAPPING (AUGUST 30. 2005 PROVIDED BY OTHERS) / NAME SPECIES DIA (IN.) 0541N. HEIGHT EST. SPREAD EST. REASON FOR REMOVAL 1 CAUFORNIA SYCAMORE PLATANUS RACEMOSA 18 50 50 2 CAUFORNIA SYCAMORE PLATANUS RACEMOSA 20 45 50 3 CAUFORNIA SYCAMORE PLATANUS RACEMOSA 1 8 6 4 CAUFORNIA SYCAMORE PLATANUS RACEMOSA 11 25 30 5 CALIFORNIA SYCAMORE PLATANUS RACER/OSA 10 25 30 6 CALIFORNIA SYCAMORE PLATANUS RACEMOSA 12 25 35 7 COAST LIVE OAK OUERCUS AGRIFOLL4 14 20 25 8 COAST LIVE OAK OUERCUS AGRIFOLL4 19 30 45 9 COAST UVE OAK OUERCUS AGRIFOLL4 22 40 50 DISEASED TREE PER ARBORIST REPORT 7/1/09 10 EVERGREEN PEAR PYRUS KAWAKAMI 14 20 25 WITHIN CONSTRUCTION OMITS 11 EVERGREEN PEAR PYRUS KAWAKAMI 11 15 25 WITHIN CONSTRUCTION UMRS 12 EVERGREEN PEAR PYRUS K41Y4KAMI 10 15 20 WITHIN CONSTRUCTION LIMITS 13 EVERGREEN PEAR PYRUS KAIYAKAMI 6 15 15 WITHIN CONSTRUCTION LIMITS 14 EVERGREEN PEAR PYRUS KAWAGOMI 7 20 25 WITHIN CONSTRUCTION LIMITS 15 EVERGREEN PEAR PYRUS KAWAKAMI 5 15 20 WITHIN CONSTRUCDON OMITS 16 EVERGREEN PEAR PYRUS KAWAKAMI 5 15 15 WITHIN CONSTRUCTION LIMITS 17 EVERGREEN PEAR PYRUS KAWAKAMI 4 15 15 WITHIN CONSTRUCTION LIMITS 18 EVERGREEN PEAR PYRUS KAIYAKAAII 4 6 8 REMOVED B/W ARBORIST REPORT AND ALTA SURVEY 19 EVERGREEN PEAR PYRUS KAWAKAMI 9 15 25 WITHIN 810 DETENTION PLANTER 20 EVERGREEN PEAR PYRUS KAWAKAMI 12 20 30 WITHIN 810 DETENTION PLANTER 21 EVERGREEN PEAR PYRUS KAIYAKAM/ 3 12 12 WITHIN CONSTRUCTION LIMITS 22 EVERGREEN PEAR PIOUS KAIYAKAAII 6 10 12 WITHIN 810 DETENTION PUNTER 23 EVERGREEN PEAR PYRUS KAIYAKAM/ 6 20 20 WITHIN CONSTRUCTION UMTS 24 JAPANESE PRIVET LIGUS7RUM JAPONICUM 4 15 20 WITHIN B10 DETENTION PLANTER 25 JAPANESE PRIVET LIGUS7RUM JAPONICUM 3 12 12 WITHIN B10 DETENTION PLANTER 26 JAPANESE PRIVET LIGUSTRUM JAPONICUM 3 15 10 WITHIN BIO DETENTION PLANTER 27 JAPANESE PRIVET LIGUSTRUAI JAPONICUAI 6 20 20 28 JAPANESE PRIVET LIGUSIRUM JAPONICUM 2 15 20 29 EVERGREEN PEAR PYRUS KAWAKAMI 13 30 35 30 MONTEREY PINE PIOUS RAIR4TA 33 80 50 DISEASED TREE PER TOWN ARBORIST 31 MONTEREY PINE P1NUS RADIATA 21 65 30 DISEASED TREE PER TOWN ARBOR15T 32 MONTEREY PINE PIOUS RAOIATA 25 45 35 DISEASED TREE PER TOWN ARBORIST 33 COAST REDWOOD SEQUOIA SEMPE7MRENS 11 40 15 34 COAST REDWOOD 5E000I4 SEMPERV/RENS 27 70 35 35 COAST REDWOOD SEQUOIA SEMPERVIRENS 19 50 25 WITHIN CONSTRUCTION OMITS 36 COAST REDWOOD SEQUOIA SEMPEOI,IRENS 26 45 30 WITHIN CONSTRUCTION LIMNS 37 COAST LIVE OAK QUERCUS AGRIFOL14 18 45 50 38 EVERGREEN PEAR PYRUS KAWAKAMI 5 10 15 WITHIN CONSTRUCTION LIMITS 39 EUROPEAN OWE OLEA EUROPEA 9 25 25 40 EUROPEAN OLIVE OLE4 EUROPEA 15 25 30 41 EUROPEAN OLIVE OLEA EUROPEA 12 20 15 42 EUROPEAN OLIVE OLEA EUROPE4 13 25 25 43 EUROPEAN OLIVE OLEO EUROPEA 12 20 20 44 TREE OF HEAVEN AILANRNS ALRSSIMA 14 45 40 REMOVED BTW ARBORIST REPORT AND ALTA SURVEY 45 JAPANESE PRIVET LIGUSTRUM JAPONICUM 5 20 20 REMOVED 81W ARBORIST REPORT AND ALTA SURVEY 46 TREE OF HEAVEN AILANINUS ALR55IMA 14 40 40 REMOVED B71Y ARBORIST REPORT AND ALTA SURVEY 47 AUSTRALIAN WILLOW GEMERA PARVIFOLLA 5 15 20 48 AUSTRALIAN WILLOW GEMERA PAR0FOLIA 4 15 20 49 JAPANESE PRIVET LIGUSTRUM JAPONICUM 7 15 15 NOTES: DRIPUNES SHOWN ARE FROM AERIA MAPPING (AUGUST 30, 2005 PROVIDED BY OTHERS. TREE TABLE DATA IS BASED UPON A REPORT ENTITLED EMI DATION OF TREES AT THE SAFEWAY STORE /915 470 N SANTA CRUZ AVENUE. LOS GATOS PREPARED BY BARRIE D. COATE AND ASSOCIATES. DATED JULY 6. 2006. JOB # 07-06-144: AND AS UPDATED PER THE ALTA SURVEY CONDUCTED BY YARD CORP. DATED APRIL 10. 2009 AND THE REVIEW OF PRELIMINARY PI ANS FOR RENOVATION OF THE SAFEWAY STORE PROPERTY LOS GATOS PREPARED BY BARRIE D. COATE, CONSULTING ARBORIST, JULY 1. 2009. JOB /07-06-144-09A TREE NUMBERS ON THIS PLAN CORRESPOND WITH TREE NUMBERS IN ARBORISTS REPORT AS NOTED ABOVE. SEE REPORT FOR ADDmONAL INFORMATION. SHORING TO BE USED FOR ANY RETAINING WALLS (PARKING GARAGE AND BIOSWALES) TO BE CONSTRUCTED WITHIN 10' FROM THE CANOPY OF A RETAINED TREE. ADDITIONALLY, WHERE WITHIN THAT DISTANCE. OVER CUT MUST NOT EXCEED 24" BEYOND RETAINING WALL TREE REPLACEMENT WILL COMPLY WITH TOWN ORDINANCE 29.10.0985. 10-27-2009 09-14-2009 07-01-2009 K R P 2 2. 5 5 5 TREE SURVEY 609111ee11581I 9Uf98)109)1 Planning 2801 monlelcysallnas highway /1 monterey. co 93940 1e118311655-2723 16088311655-3425 e-mall, ma6@wwdengineerIng.cnm 05-18-2009 NOR T N SCALE: 1" = 20' 0 20' 40' 60' TR-2 ITEM 83 EASEMENT/DEDICATION BOOK 5100, PAGE 27 TO REMAIN RETAIL SHOPS EXISTING) L I (;OMMERCIAL EASEMENT 'A' RELOCATED TR-1 REM j7 AND TR-2 ITEM j4 INGRESS AND EGRESS EASEMENT AREA = 0.18 ACRES= N 21'10'00' E_ _ i Ag.55 KENNETH R00RIGUES R PARTNERS INC IS North Son P e d r o S i r•• Son J o.•. C A 4 0 S. R R 3. 0 7 0 0 TR-1 r1EA1 '9 — LRILTIY EASEMENT BOOK D823. PAGE 321 TO REMAIN SANTA CRUZ AVENUE (TOWN STREET 80' R/W) TR-1 REM /8 INGRESS AND EGRESS EASEMENT BOOK D354, PAGE 385 TO BE ABANDONED AND REPLACED WITH A BLANKET EASEMENT ACROSS ALL VEHICLE AND PEDESTRIAN ACCESS ROUTES ON APN 529-09-083. EXCLUDES PARKING STALLS. TRUCK DOCK, WALKWAYS IN FRONT OF STORE. OUTDOOR SEATING. PLANTERS AND STRUCTURE LOCATIONS TR-1 REM #7 AND TR-2 ITEM /4 INGRESS AND EGRESS EASEMENT BOOK B742, PAGE 474 TO BE ABANDONED AND REPLACED WITH NEW EASEMENT "A' EASEMENT 'B' RELOCATED TR-1 ITEM $4 INGRESS AND EGRESS EASEMENT AREA — 0.16 ACRES= EASEMENT A' RELOCATED TR-1 ITEM 17 AND TR-2 REM 4 INGRESS AND EGRESS EASEMENT AREA = 0.18 ACRES= 1R-1 TTEM /5 UITLTTY EASEMENT BOOK B742. PAGE 469 TO REMAIN SAFEWAY # 2815 GROUND LEVEL FF = 383.00 LOWER LEVEL FF = 370.00 TR-1 ITEM 14 INGRESS AND EGRESS EASEMENT BOOK B742, PAGE 464 TO BE ABANDONED AND REPLACED WMH NEW EASEMENT EXISTING RESIDENTIAL S 21'10'00' W 241.67' N-21—TOXYD E-28634� A TENTATIVE EASEMENT RELOCATIONMAP 4 SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA NEW EASEMENT GRANTED TO THE TOWN OF LOS GATOS FOR PEDESTRIANS AND VEHICULAR ACCESS. EASEMENT IS TEMPORAY AND TO BE ABANDONED AT TIME STORE IS DEMOLISHED OR REMOVED. lid tri H 2 0 LEGEND PROPERTY UNE EXISTING EASEMENT (AS REFERENCED TO TITLE REPORT) RELOCATED EASEMENT (TO BE RECORDED PRIOR TO PERMIT ISSUANCE) ABBREVIATIONS APN 529 07 083 TITLE REPORT ORDER N0. 05-98000684—C—MC TR-1 AS PREPARED 8Y CHICAGO TITLE COMPANY 675 NORM FIRST STREET, SUITE 400 SAN JOSE, CA 95112 (408) 271-7600 DATED: FEBRUARY 5, 2009 APN 529 07 007 TITLE REPORT ORDER N0. 05-98000683—MC TR-2 AS PREPARED BY CHICAGO TIRE COMPANY 110 WEST TAYLOR STREET SAN J05E. CA 95110 (408) 292-4212 DATED: AUGUST 11, 2005 EXCEPTIONS AND EXCLUSIONS PARCEL ITEMS PER TIRE REPORT ORDER N0. 05-98000684—C—MC (TR-1) REM 1 — NOT PLOTABLE PROPERTY TAXES ITEM 2 — NOT PLOTABLE PROPERTY TAXES REM 3 — NOT PLOTABLE E LIEN OF SUPPLEMENTAL TAXES) ITEA1 4 — EASEMENT (BOOK 8742, PAGE 464), QUITCLAIM (BOOK D354, PAGE 383) ITEM 5 — EASEMENT (BOOK 8742, PAGE 469) REM 6 — NOT PLOTABLE (COVENANTS. CONDMONS. AND RESTRICTIONS) ITEM 7 — EASEMENT (BOOK 8742, PAGE 474) ITEM 8 — EASEMENT ((BOOK 0354, PAGE 3E15 REM 9 — EASEMENT BOOK D823, PAGE 321 MEM 10 — NOT PLOTABLE DISCLOSED DOCUMENT. INSTRUMENT N0. 11155292 h 17444059) ITEM 11 — NOT PLOTABLE SUBOM510N MAP ACT COMPLIANCE) ITEM 12 — NOT PLOTABLE UNDISCLOSED RIGHTS) ITEM 13 — NOT PLOTABLE UNDISCLOSED EASEMENTS) REM 14 — NOT PLOTABLE UNDISCLOSED FACTS. RIGHTS. INTERESTS 0R CLAIMS) ITEM 15 — NOT PLOTABLE INSPECBON REQUIREMENT) ITEM 16 — NOT PLOTABLE CLEARANCE OF ANY DEEDS OF TRUSTS OR MORTGAGES) PARCEL ITEMS PER TIRE REPORT ORDER N0. 05-98000683—MC (TR-2) ITEM 1 — NOT PLOTABLE PROPERTY TAXES) NEMM 2 — NOT PLOTABLE THE UEN OF SUPPLEMENTAL TAXES) 1TEM 3 — EASEMENT (B00 5100, PAGE 27) REAR 4 — GRAM OF EASEMENT (BOOK B742, PAGE 474) ITEM 5 — NOT PLOTABLE DISCLOSED DOCUMENT. INSTRUMENT N0. 17444059) ITEM 6 — NOT PLOTABLE 'TRUST CERTIFICATION REQUIREMENT) REM 7 — NOT PLOTABLE DOCUMENT REQUIREMENTS) ITEM 8 — NOT PLOTABLE UNDISCLOSED EASEMENTS) ITEM 9 — NOT PLOTABLE UNDISCLOSED FACTS. RIGHTS. INTERESTS OR CLAIMS) ITEM 10 — NOT PLOTABLE CLEARANCE OF ANY DEEDS OF TRUSTS OR MORTGAGES) NEW EASEMENT GRANTED TO THE TOWN OF LOS GATOS FOR PEDESTRIANS AND VEHICULAR ACCESS. EASEMENT IS TEMPORAY AND TO BE ABANDONED AT TIME STORE IS DEMOLISHED 0R REMOVED. 10-27-2009 09-14-2009 07-01-2009 K R P 2 2. 5 5 5 05-18-2009 NOR T H SCALE: 1" = 20' 0 20' 40' 60' TENTATIVE EASEMENT RELOCATION MAP 2801 nlonter¢ysallnas highway U monterey; ca 93940 0e1,1831) 655-2723 020,18311655.3425 e-mail: mallBwadenglneerIng.rom EXISTING SHOPS VACANT ., SALON RETURNABLE AREA COVERED In f KENNETH RODRIGUES & PARTNERS INC 1 e N 0 r 1 N S a n P a r e e I r.. i s on J a.. . C A a o e. P o 3. 0 7 0 U STCP STOP I I)BELOW GRADE PLANTER 12' HIGH SOUND WALL SANTA CRUZ AVENUE (TOWN STREET 80' R/W) MONUMENT SIGN Ig T EXISTING BUILDING LOADING DOCK_ SOUND WALL / J/ /'j/// / / 1 i 1/1/''j/'//'//i'/ f '; / / r / / / / / / % r / / / I / / ./ Id OR ELEMENT FEATURE pm a¢ t -7IIIIIIII Nraiiiis® II�IIP�Itlltl ■uunnmm T , / / /I '/ !; /t J / / J,/' / / /i // rt/ /J f j /r// // /;/ ; / / /;/ j�/ ///�' / /'// /1/ / // ,/// ,J ' // / /J / , / //j jY /,// / !/', SAFEWAY # 2815 i t % / / / GROUND LEVEL FF = 3 83 .00 l/ / / / /` / LOWER LEVEL FF = 370.00 : / / /f FIN. FLR: 383 /////,. / // // J ,/ I , 1///` // / / / j j / / / j' / j j / / j / // / / / / /j%. / / jJ/j.// j / l j/i"i '/ f J/ /Jj I lI /// j / / j; t , j /' // // / ,' i/ / ///'// // /f//////j'/ j ///' / 1 i . 1 I / /J J/ /, Jj '/ j / i/ / / // / ; /' /' / / / / / / / /'/ J/ Jr / /// ,�_///ij / EXISTING RESIDENTIAL- SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA DEVELOPEMENT PLAN II% RAMS DOWN OAKS TO REMAIN OUTDOOR PATIO 0 N Q PAD MOUNTED TRANSFORMER I8' DIA. OAK i .iEMAIN PLANNED DEVELOPMENT - OFFICIAL DEVELOPMENT PLAN AFN e: 529-0T-083 LAND USE: All uses allowed in the C-I zoning district PHASING: Protect to be developed In one phase LAND AREA: 2.14 acres (93218 sr) BUILDING FOOTPRINT: 41,846 sr GROSS FLOOR AREA: Ground Level - 41646 sr Mezzanine - 3.154 sr Total Area: 45,600 sr FLOOR AREA RATIO: 48.9% PARKING (at grade and below grade): I apace per 300 sr - 152 spaces PLANNED DEVELOFMENT ZONING REGULATIONS SETBACKS: FRONT YARD (Santa Cruz Ave.) -15'- SIDE YAW (South) -0'- SIDE YARD (Andrews St.) -0'- REAR YARD (East) -20' for main bldg. 5' for trash and equipment enclosures - HEIGHT: NOT TO EXCEED 35' LOT COVERAGE: 50% SIGNS: Wall Signs: One square foot per lineal foot of street frontage. Monument Sign: 30 sr 10.27.09 09.14.09 0 7. 0 1. 0 9 0 5. 1 8. 0 9 KRP 22.555 R OR T R SCALE1" = 20'-0' 0 20' 40' 60' RESUME: EX1ST INC7 SHOPS SANTA CRUZ AVENUE (TOWN STREET 80' R/W) 'YOGURT. SHIP ti VACA!JT.. S-ALON p .11 L - 0 U U 3 EX/STI TTR45t4R4CL. 30'-0' RE JRNABLE AREA COVERED 23'-0. STOP BELOW GRADE 26'-0' ST(P i MONUMENT SIGN 119'-4' 212'-0' COLORED CONCRETE 66'-0' 6 5'_^p' 8% BLEND 24' 0' C PLANTER 0 33 N 3"-0 SE rBACK PLANTER 26'-8' EXISTING BUILDING LOADING DOCK 33 6 7 u u; z.., ( J(IpiIOR ELEMENT FEATUREC � y � ti 222'-0' aXm SAFEWAY # 2815 GROUND LEVEL FF = 383.00 LOWER LEVEL FF = 370.00 FIN. FLR383 230'-0' CARTS L 33 41 cal 1„,ETBA RETAINING WALL ® EITHER' SIDE OF RAMP ce KENNETH RODRIGUES k PARTNERS INC IS North S a n P• C r o S 1 r•• 1 S a n J a••. C A 4 0 3.S R 3.0 7 0 0 12' HIGH -' SOUND WALL 30UND WALL .9 55,0' '0 CURB TO BE PAINTED RED AND MARKED A---...__ 'NO PARKING' AS PER FIRE DEPT. COMMENT • EXISTING RESIDENTIAL 186'-8' SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA GROUND LEVEL PLAN 0 15' II% RAMP DOWN OAKS TO REMAIN OUTDOOR PATIO 8% BLEND 4P-9' cn to PAD MOUNTED TRANSFORMER N3' DIA OAK TO REMAIN EXISTING PROPOSED SITE AREA: 2.14 ACRES (93,218 SF) 2.14 ACRES (93,218 SF) TOTAL BUILDING AREA: MAIN FLOOR: MEZZANINE: 25,991 SF 25,991 SF 0 45,600 SF 41,846 SF 3,754 SF FLOOR AREA RATIO: 28%. 49% REQUIRED PARKING: (1 SPACE PER 300 SQ. FT.) 86 152 PARKING SPACES: AT GRADE: 111 5 116 0 0 0 0 35 2 37 31 79 6 116 STANDARD SPACES: HANDICAP SPACES: TOTAL AT GRADE: BELOW GRADE STANDARD SPACES: (9' X 18') AT COLUMNS (9'-6"x18'). HANDICAP SPACES: TOTAL BELOW GRADE: TOTAL PARKING PROVIDED: 116 153 LOADING SPACES: 1 (24'x52') 2 (27'x70') LANDSCAPE AREA REQUIRED: 5% OF PARKING AREA PARKING AREA PROPOSED: LANDSCAPE AREA REQUIRED (40,190 x .05) = 40,190 SF 2,010 SF LANDSCAPE AREA: EXISTING PROPOSED LANDSCAPE AREA: LANDSCAPE AREA REQUIRED 12,164 SF —2,824 SF 8,443 SF —2,010 SF SURPLUS LANDSCAPE AREA 9,340 SF 6,433 SF HARDSCAPE: 56,483 SF 2,739 SQ. FT. WAY 3341° vIRg LTR}'E'I' 20' 1 0 . 27 . 09 09 . 14 . 09 07 . 01 .09 05 . 18 . 09 KRP 22.555 TRUE NOR T H SCALE:1" = 20'-NT 0 20' 40' 60' SANTA CRUZ AVENUE (TOWN STREET 80' WIDE R/W) P LINE OF 8'-28 ' RAMP CLR. ABOVE W/ ROLL-DO;1N SEGURIT'" GATE 1 I I I I i I I j — J------------J IS North Son Pedro Street r I I I it ---- -- —---------�---------!---- - I----- ' - 75'-0' y 30'-0' 19 -4' 19 -4• I 28'-4' .. 21 -6I 28'-4' . 28'-4 114' 15 I' I I II I -XT�1 IOR WALL A OVE I Imnu•m) T I 12 '9 6' 0 0 ✓ 81 -6 .RE R.c cD 0IXED GLASS T FRAM NG SYoTEM: W/DE I4E RE SI°RiNLER ABOVE II ON ALL! LOBBY FIXED GLAteS f I 12 -10' O v cee' LGee FLU514 ✓ 2 I-0 II RO - AIR4XC-1AN =.E INI_ !10' ire -PC< co\I. WALL • 0_ BLEND •J B 0' mlc< CONG. WALL' 2'0 1 II ! 30 40' -u1c< KONC. WALL LU5:1 FLU," 24 RATE. I GLASS 4' DOOR, I 0 TP. .I LL DOORS I'9 B II I T i) I I) I AIR EXG4A'La'E O�ITJ 43 -0' n 'I' 'F. ELd/ATION: 310 116 48'-2' 31 EXIT' STAR DROP CEIlLWG ABOVE � 2" 'v 25.-0 T 7 2 3-'0' 28'-4' SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA LOWER LEVEL PLAN 28 -9' I� I CT: 014' RAMP CLR ICI A OVE W/ R(pLLD099-t 'S 191 SCUR-'T 3 GAT II ELEC.I� R00,11 3 45 8% II% LENID : RA IP RAO DOWN 0A<5 TO REMAIN PAD MC 'ED TRANSFO .ER 8' 101A. OA< TO REMAIN 8% BLENDo RE -AI ING \� WALL ° EI'=ER SIDE . RAM0 K R P 2 2. 5 5 5 OTRUE N 1 0. 27. 0 9 0 9. 14 . 0 9 07. 01 .09 0 5. •18 . 0 9 N 0 R T H SCALE:1- = 0 20' 40' 60' 141- �I w �i_ R. _ —II Pam, v _ A O' 9 J I'a ail t. I iliill- - '.' I ij „ AREA A. PROPOSED FIXTURE PLAN 142006.00 1610116 3,754 SF MEZZANINE 41.846 SF GROUND. FLOOR 45,600 SF TOTAL F7 SCOPE OF WORK SUMMARY 1066 xR�'HNOSru'JiGM1R¢Wi.V 1II11009 � rm atat0101.2pfN VlfJl��a MMCC 10.0.66516.60.900.2565166,160101.0195 w%n4soswns-�r%mu.zo+xrrzwax II. LOMAX lmxV¢JI0606 6 A ii .066610000. ID9M.YSx,F(T P.nSAdHmAZkR,.OTS � I x u.: lT I D7 MANDATORY R SPLAYS LIFESTYLE CORE 0) eras, I B7 LEGEND iA7 FACILITY DATA A BAKERY TYPE A NAT. MARKET 1 STORE WINE CLUSTERS PROPOSED PLAN 25-2815 XA-161 0 1 ' II1II I1 MEAT L . BOX EL., 4='EE-4.1111! ':.111tIL1111 ATOR STORAGEi; 1I F secunm -11I s _ j. Al PROPOSED MEZZANINE PLAN 5.91 e o 1 SF BASEMENT 3,754 SF MF77ANINE 41 846 SF GROUND FLOOR" 45,600 SF TOTAL F7 SCOPE OF WORK SUMMARY roman 'SOAaaF«ff6£.1M3Falaa,111-0t3 921100A,Off.965 01 ES LOGE STIOSPOOTLOOlArTSIC MOT tf .OW6m3 �� Fff>a �ee,rS1u5,3o 0.OI 695+30/9ne10121.fi00 510O' 12ffirtC0. C u1G4=Sp'1 z,v 10Sa. 1.01.1635W f03. 10A�wvff ruta; 7/ SI SERRUE9 Var. MT: COSY F D7 MANDATORY DISPLAYS LIFESTYLE CORE I I 67 LEGEND A7 FACILITY DATA co soccei.is A BAKERY TYPE A NAT. MARKET 1 STORE WINE CLUSTERS STU IT: PROPOSED MEZZANINE PLAN 25-2815 XA-162 PERVIOUS /IMPERVIOUS AREA TABLE TOTAL PROJECT AREA = 93.212 SOFDI EXISTING PERVIOUS AREA 11,849 SOFT EXISTING IMPERVIOUS AREA (PARKING AND ROOF) 81,355 SOFT PROPOSED PERVIOUS AREA 8,376 SOFT PROPOSED IMPERVIOUS AREA (PARKING AND ROOF) 84,836 SOFT PERCFNT INCREASE IN IMPERVIOUS AREA 4.1% LEGEND t382.21TC 382.21FL 380 GB 1382.24FPI SPOT GRADES PROPERTY LINE EXISTING MAJOR CONTOUR - -- - - EXISTING MINOR CONTOUR - GRADE BREAK 382.0 PROPOSED IAAJOR CONOUR 382.5 PROPOSED MINOR CONTOUR PROPOSED STORM DRAIN CATCH BASIN PROPOSED STORM DRAIN MANHOLE PROPOSED STRIP DRAIN ABBREVIATIONS EL=382.48 0(;) ©O�©00 000000 O 00 FP TC FL TP N ME DEP FINISH PAVEMENT TOP OF CURB FLOW LINE TOP OF PAD TOP OF VAULT MATCH EXISTING DEPRESSED KEYNOTES 6" CURB WITH OPENINGS, SEE 36' HIGH CUTOFF WALL 60" HIGH CUTOFF WALL WITH 3' HIGH DECORATIVE METAL FENCE WITH VINES 6" CURB - N0 OPENINGS ADA COMPLIANT RAMP NEW OR REFURBISH 6' HIGH MASONRY WALL PARKING GARAGE WALLS (HEIGHTS VARY) THICKENED EDGE. NO CURB 8" CURB WITH OPENINGS, SEE TRANSITION 8' CURB TO 6" CURB - NO OPENINGS 30' HIGH CUTOFF WALL Ilk NEP SOUNDWALL - SEE ARCHITECTURAL SHEETS METAL HANDRAILS MASONRY WALL - RETAINING OR FREE STANDING 6 FOOT HIGH CHAIN LINK FENCE WITH ONE PERSON GATE 3 FEET WIDE PERSON AND EQUIPMENT GATES. WIDTHS VARY. ALL CURBS WHERE THERE ARE NO PARKING STALLS TO BE POSTED AS "FIRE LANE" PER SANTA CLARA COUNTY FIRE DEPARTMENT REGULATIONS. ® PARKING LOT LUMINAIRE. SEE SHEET 17a. (1, ADA PATH OF TRAVEL TO SANTA CRUZ AVENUE TO BE COLORED AND SCORED CONCRETE 11 ADA COMPLIANT DRIVEWAY APPROACH CROSSING 0 ADA COMPLIANT CURB RAMP ® SWRRY SEAL NORTH SANTA CRUZ AVENUE FROM UP OF GUTTER PAN TO CENTERLINE FRONTING THE SAFEWAY PARCEL RESTRIP TO MATCH EXISTING. INSTALL NEW PAVEMENT MARKERS TO MATCH EXISTING. ADD NEW HYDRANT MARKERS. 0 MONUMENT SIGN ® NEW DRIVEWAY APPROACH ® CURB CHECK DAMS TO LEVEL PLANTER ® PARKING STALLS ARE 9 FEET WIDE UNLESS NOTED OTHERWISE. /(E) WALL 5YC EXISTING-) COMMERCIAL 5.40' I-0.50' (VARIES) 30' HIGH CURB WALL (N) B' ROUG W/ / CUT -THROUGH EL=382.52V EL-382.00 " \ '.\\\ ,`>� i` _ 1 - i- f 18"±I SEE ®® BOTTOM=380.69 rOR SOIL LAYERING BIO DETENTION SECTION :,T• 20 28 1}'PEAP 2 PRi%LTI KENNETH RODRIGUES C PARTNERS INC Tx North San P• d r 0 S I r•• 1 S an 3 0••. C A ♦ o S.9 9 3,0 7 0 0 RETAIL SHOPS 38.67 0-0F 2% 383.44FP `B£ I383.87FP 11 ::ILDYJ, 1.8% - • 33 II RO1 I 2% I382.o8FP Yer 2,0 2 1T1380.77FP 9.29FP 379.04FP m NOTE: All CURBS WHERE THERE ARE NO PARKING STALLS TO BE PAINTED RED PER SANTA CLARA COUNTY SANTA CRUZ AVENUE TOWN STREET 80' R/W) DEPARTMENT SPECIFICATIONS. 2G SrC 82.90FP 382.35FP1 4_56 1383.00M I382.63FP 381.83FP1' 1X UT -THROUGH IN CURB FOR WATER FLOW (TYP) 8" HIGH CURB WITH REINFORCING o 7I 1 f0 4.360' I I IO 8"HIGHCURB WITH OPENINGS IL / 81.5 381.0 r 38209FP )381.75FP1 j2'SrJI ..1381.42CB I 1.9% 382.31FPI 382.51FP) -0792 - 2382.21FP1 • m 0 TY 3887TC 382.2.37FL1 • 383.20TC 382.70FL 382.89TC 382.39FL 382.98FP 379.09FP i---4378.50FPI y/ 2.2% �, ' i377.43JB1�80 3.3% \ 381.32CB 381.75FP SORE 8.5' 18' ARK! STA 138 .65FP J382. 4� SAFEWAY # 2815 GROUND LEVEL FF = 383.00 LOWER LEVEL FF = 370.00 376.90FP EXISTING RESIDENTIAL N / 382.00FP 1381.56FP 2% oB ^T v ay 381.53FPIh 2.227::p! 7 PRELIMINARY GRADING PLAN - GROUND LEVEL SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA a.� 1382.68FP 0 tt 0 119lnegfingir-4*eg(n91410n9IDg 5, -2001 montereysallna6 615419ay if montereyf ca 93940 te1d6311655.2723 6680311655.3425 e4ma11: mallolrwdengineering.com 111 382.76FP1 GROUND LEVEL FF=383.00 CUT -THROUGH IN CURB FOR WATER FLOW (TYP) 4.5'O.C. 4.25' FOR 8.5' STALLS 1.50' 3.00' 2.75' FOR 8.5' STALLS 6' HIGH CURB WITH REINFORCING 1.50' 6" HIGH CURB WITH OPENINGS 36' HIGH CUTOFF WALL WITH FOOTING LOWER LEVEL FF=370.00 • 15.7' TO 19.9' (VARIES) ENERGY DISIPATOR\14-e 3.X3'XBTHICK. HEIGHT VARIES ROCK SIZE 16' AT WEST END 4 -6" TO 12' AT EAST END +EL=375.50 8' PVC PIPE (N) 30' HIGH CUTOFF WALL 6' ABOVE SIDEWALK. LOCATE AT UPHILL PORTION OF BIO DETENTION 4" CURB DRAIN EXISTING SIDEWALK EL=376.45 X FOR SOIL LAYERING BIO DETENTION SECTION 17.83' (VARIES) NEW PAVEMENT EL-383.20 �(N) 6' CURB BACKFLOW PREVENTOR (SEE UTILITY PLAN SHEET 14) SEE ®® FOR SOIL LAYERING 31 J 1 t1/\\-,`\`1 \ \1 \\.\. , ii ice: t \1j1 \` 1 1. \lt1 \,1 4\\ \ �\ \. 15%\\�111 iV`/ .\:i\/1\"\i_:.1,),\ _ \ c\\�\,:,_:,_'11 (N) 24' HIGH CUTOFF WALL 6" ABOVE SIDEWALK CONCRETE PAD 72' DEEP X 91- LONG AT BACK FLOW PREVENTOR BIO DETENTION SECTION (N) 6' CURB WITH CUT -THROUGH DOWELLED TO GARAGE STRUCTURE NEW PARKING EL=381.75 PARKING STRUCTURE EXISTING SIDEWALK EL=383.28 x 1)...„,(N) 3' HIGH DECORATIVE METAL FENCE WITH VINES SEE LANDSCAPE PLAN (N) 60' HIGH CUTOFF WALL 16' ABOVE SIDEWALK 10.22' (VARIES) EXISTING SIDEWALK . • . EL=382.44 - 31 ' EL=380.75\\ it ' \ 1�\ \ it ; ®® FOR SOIL LAYERING TO GARAGE STRUCTURE BIO DETENTION SECTION 10-27-2009 09-14-2009 07-01-2009 K R P 2 2. 5 5 5 05-18-2009 N ORTH USCALE: = 20' PRELIMINARY GRADING PLAN 0 20' 40' 60' 1 I LEGEND /382.24FP1 SPOT GRADES PROPERTY LINE GB - GRADE BREAK PROPOSED STORM DRAIN CATCH BASIN PROPOSED STORM DRAIN AND GROUNDWATER PIT/MANHOLE. VAULT TO BE INTEGRAL AND WATER TIGHT TO PARKING GARAGE FLOOR SLAB. GROUNDWATER PUMP VAULT TO HAVE PRESSURIZED MANHOLE COVER. STORM DRAIN PUMP VAULT MANHOLE COVER TO BE BOLTED DOWN. PROPOSED STRIP DRAIN •' TO HAVE ADA COMPLIANT GRATE ABBREVIATIONS FP FINISH GRADE CB CATCH BASIN KENNETH RODRIOUES A: PARTNERS INC IS N e r) 6 Son P a d r e 5 Son J n... C A 4 0 S.9 P 3.0 7 0 O I n LINE OF 8'-2r• RAMP CLEARANCE ABOVE WITH ROLL DOWN SECURITY GATE 371.78FG 370.80FG IBUILD'I UNE ABOVE RAMP SANTA CRUZ AVENUE (TOWN STREET 80' R/W) 370.16FG1 0.53% 370.16FG1 1370.000L1 oI GB -7lIIIL�f1� 370.21FG1 Iui_I EXTERIOR WALL ABOVE 0.5% 370:Z1FG1 371 7.1 m 37080FG 0.5% 370.21FG1 370.00F S% 370.15FG1 370.15FG1 eJ 370.000 370.1 G1 0.47% ml 0.47% 1370.0001 ul ,V 0.5% ofs o GB ICJ _ G 1370.0008, 0.5% m1 0.5% 0.5% 6 1370. I FGI J 0.5% 1370.000E1 0.5% I370.16FG( 1370.000BI 0.5% GB y 01 1370.16FG1 EXTERIOR WALL ABOVE \ 1370.000BI 0.5% i1 J U 0.5% \ 1370.21FGS. GB 1370.000 I. GB 0�5% 0.5% Io J 1370.1)0C% 0.5% 1370121FG'll 4 10 370.00FG 1370.00FG 70.000 PRELIMINARY GRADING PLAN - LOWER LEVEL 1"=20' SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA 1* 7.5% 370.80FG/ UNE OF 8'-4• RAMP CLEARANCE ABOVE Willi • ROLL DOWN SECURITY GATE s� ��-137080FGI J In2e(jn0/19uryeL1166 /DlaOnffg 2801 montereysalinas highway!) mOntereg, to 93940 to1:18317655.2723 fazd830 655-3425 e-mall: mallOwwdenglneering.rom 0 J�µrft } 11 MTV usTRSAE CT° 20' I 10-27-2009 09-14-2009 07-01-2009 05-18-2009 SCALE: 1' = 20' 0 K R P 22.555 N 0 R T R PRELIMINARY GRADING PLAN 20' 40' 60' (E) WALL GROUND LEVEL FF=383.00 • 36' HIGH CUTOFF WALL • WHH FOOTING 15.7' TO 19.9' ENERGY DISIPATOR 3'X3'X8-IHICK. ROCK SI2E 4 -6- , t' LOWER LEVEL FF=370.00 • (VARIES) [+14.6 HEIGHT VARIES 16' AT WEST END I TO 12" AT EAST END 8' PVC PIPE EL=375.50 \ 11//1 5E ®® (N) 30' HIGH CUTOFF WALL 6" ABOVE SIDEWALK. LOCATE AT UPHILL PORTION OF 010 DETENBON 4' CURB DRAIN EXISTING SIDEWALK EL=376.45 FOR SOIL LAYERING BIO DETENTION TREATMENT SECTION SD LEGEND SD/PMP SD BIO DETENTION PLANTER AREA PLANTER AREA PROPERTY LINE PROPOSED STORM DRAIN LINE SEE AND TYPE AS INDICATED PROPOSED PUMPED STORM DRAIN UNE FROM LOWER LEVEL EXISTING STORM DRAIN UNE (APPROX. ROUTING.) SEE AS INDICATED ‘t EXISTING STORM DRAIN MANHOLE ▪ PROPOSED STORM DRAIN CATCH BASIN O PROPOSED PLANTER OVERFLOW BASIN OPROPOSED STORM DRAIN MANHOLE 45. PROPOSED STORM DRAIN CLEANOUT • PROPOSED STORM DRAIN AREA DRAIN a PROPOSED STORM WATER BUBBLE UP • PROPOSED STORM DRAIN DAYLIGHT ® ENERGY DISIPATOR •• STORM DRAIN R0011NG IS APPROXIMATE DUE TO UNAVAILABLE BASEMAPS AND NO VISIBLE STRUCTURES AT VARIOUS ASSUMED JUNCTIONS ABBREVIATIONS SSMH SWAN PERF DIA SIM SANITARY SEWER MANHOLE STORM DRAIN MANHOLE PERFORATED DIAMETER SIMILAR NOTES 1) ANY TRENCHING WITHIN THE DRIPUNE OF TREES TO BE HAND DUG. 6' (VARIES) 8' ABOVE GRADE CURB, 22' BELOW GRADE CUT OFF WALL (30" TOTAL) VARIES FOR TERRACING 1.5% SLOPE OF PLANTER FG MAX. CHECK DAM CURB 12" TALL CURB 0.50' 8- (N) 8' CURB W/ CUT -THROUGH NG ATER PROOF MEMBRANE • SEE SHEET 27 FOR ADDITIONAL SPECIFICATIONS BIO DETENTION CURB CHECK DAM KENNETH RODRIGUES d PARTNERS INC t o North San P a r e S t r•• 1 San J e••. C A 4 0 a. R R 3. 0 7 0 0 STRIP DRAIN ) MONUMENT SIGN 6' STRIP -TIN DOWNSPOUT AND RAIN (FADER CONNECTION FLOOR DRAIN IN FIRE RISER ROOM TO CONNECT TO STORM DRAIN DOWNSPOUT AND RAIN LEADER CONNECTION RETURNABLE COMPACTOR LOADING DOCK CONNECT TO EXISTING STORM DRAIN 1' HDPE SD 5=19 SD :b(TERIOR ELEMENT FEATURE DOWNSPOUT AND RAIN LEADER CONNECTION SAFEWAY # 2815 GROUND LEVEL FF = 383.00 LOWER LEVEL FF = 370.00 TA CRUZ AVENUE (TOWN STREET 80' R/W) DOWNSPOUT AND RAIN LEADER CONNECTION 6- HDPE 2' HDPE 50 _ S=19 ® SD SD (�HPDE u0 2.OLI`+"E t3"OLIVE PRELIMINARY STORM WATER MANAGEMENT PLAN - GROUND LEVEL ("=20' SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA INSTALL = ORM DRAIN\ MANHOLE. CONNECT TO (E) 36' RCP PIPE SD 12' HOPE 5=20 DOWNSPOUT CONNECTION a" PVC DOWNSPOUT CONNECTION 4"+ DOWNSP• CONNECTIO'. CONNECT I GARAGE PUMPED STORM DRAIN. INSTALL CHECK VALVE TO PUMPED STORM DRAIN 2' HDPE S=1R englneBring .7/ surVe01ng / 2601 montereg•sallna9 highway // mantereg. ra 93940 0048311655-2723 098d630655-3425 e•mall, malle6wrIenglneering.cam CONCRETE CURB NEW PARKING 8' HDPE PIPE 10.22' CUT -THROUGH IN EXISTING SIDEWALK CURB FOR DRAINAGE �— ■F� 1(N) 3' HIGH DECORATIVE METAL FENCE WITH VINES SEE LANDSCAPE PLAN CURD (VARIES) BUBBLE UP \ tom 24' SANDY LOAM. i \ ' INFILTRATION RATE \�i1` 10" PER HOUR. I 6' PERFORATED DRAIN PIPE TO CATCH BASIN 60" CONCRETE WALL FILTER FABRIC 12' OPEN -GRADED GRAVEL, APPROX. "DIM \ PLANTER BOTTOM • SEE SHEET 27 FOR ADDITIONAL SPECIFICATIONS BIO DETENTION TREATMENT SECTION CONCRETE CURB NEW PARKING PARKING STRUCTURE 10" HOPE 9.93' (VARIES) CUT -THROUGH IN CURB FOR DRAINAGE NOS INUNE DRAIN SYSTEM. 18' DOME GRATE .RAIN LEADER NOT CONNECTED DIRECTLY TO STORM DRAIN 6" RAIN BUBBLE UP LEADER FRO STORE ROOF PIPE 01111.11.1 6" PERFORATED RAIN PIPE TO CATCH BASIN 3N \l` lift\ }i1 \}„i,\\ iy 51 �/ 24" SANDY LOAM. l' 1� INFILTRATION RATE / t 10' PER HOUR • 1 11T • SEE SHEET 27 FOR ADDITIONAL SPECIFICATIONS ' DE R HIGH IY.'r FENCE WITH METAL FENCE WITH VINES SEE IANDSCAPE PLAN CURB EXISTING SIDEWALK 60' CONCRETE WALL FILTER FABRIC 12' OPEN -GRADED GRAVEL. APPROX. 19'DIA "PLANTER BOTTOM BIO DETENTION TREATMENT SECTION (E) WALL TOP=378.7 6' (VARIES) 8" ABOVE GRADE CURB, 22' BELOW GRADE CUT OFF WALL (30" TOTAL) NOS INURE DRAIN SYSTEM. 8" DOME GRATE 4" HDPE PIPE FROM STRIP DRAIN I--0.50' (N) 8" CURB W/ CUT -THROUGH EL=379.0 FOR SOIL LAYERING WATER PROOF MEMBRANE • SEE SHEET 27 FOR ADDITIONAL SPECIFICATIONS BIO DETENTION TREATMENT SECTION 11-4° T� EYY /f - - AR UP-FLO FILTER 046"/ 8000 MANHOLE CONFIG 6 MODULE./ i MAXIMUM WITH SLOTTED UD// SEE DETAIL ON SHEET 14; *. INSTALL STORM DRAIN MANHOLE. CONNECT 14 TO (E) 18' RCP PIPE II ill 12 10-27-2009 09-14-2009 07-01-2009 KRP 22.555 05-18-2009 ILOR T H PRELIMINARY STORM WATER MANAGEMENT PLAN SCALE: 1" = 20' 0 20' 40' 60' KEMNETH RODRIGUES & PARTNERS INC 15 N• r l N Son P• i r• 5 a n.1e••. C A 4 0 0.0 R S.O ] 0 0 I T. GROUND WATER 2HP. 30 SUMP PUMP DISCHARGE CONNECTED TO STORM DRAIN S1SI5M. SUMP TO BE 4' SQUARE BY 4' DEEP. (SEE SHEET 15) WALL DRAIN TO CONNECT DIRECTLY TO SUMP PUMP. INVERT TO BE MINIMUM OF 12' ABOVE SUMP BOTTOM WALL DRAIN TO CONNECT TO BLANKET GRAIN SAN'TA CRUZ AVENUE (TOWN STREET 80' R/W) I I I/EKTERIOR WALL - -• 40/SUB 8 Is0 T 1 _ I II -SD/SUB I 4 Sosa OUD -1D/SUB = 1 I y- 6 HDPE 15=0.5x 5D N SD DO NOT CONNECT WALL DRAINS. CAP ENDS OF PERFORATED PIPE WALL DRAIN TO CONNECT TO BLANKET DRAIN 4'HDPE I S=0.5% SD I SD -177*-13 t{cN� 0 1 _ i; I 1 4'SOUD I __---�__. -SD -°�s=osx�°/sua 1 -SD/SUB-� --t-SE/sue I I m5 jl 6'HDPE1 5=0.5x 1 Sg + SD m 50 m D •n T T 1:' 1 I I I I 1 1 1 '- e m D0 NOT 1 to 0, CONNECT BLANKET 0 y. 1_• . ,`=,...DRAINS. CAI:, U U PERFORATED ENDS OFL 1 I I I DO NOT CONNECT WALL DRAINS. CAP ENDS OF PERFORATED PIPE 0" 0 5D Q T Q T co U 6 10 E S=0.5% SD 1 Sp To 1 DO NOT CONNECT WALL DRAINS. CAP ENDS OF PERFORATED PIPE 1 611DPE 15=0.5x SD PIPE (TYP) 5D -�-� T EXTERIOR WALL ABOVE i t T. LI1 1 1 1 1 1 1 —D11/sUB 5=50.SY. -SD/SUB- --�-SD g9644 I 01 I I OF Sp PRELIMINARY STORM WATER MANAGEMENT PLAN - LOWER LEVEL SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA r a`. Q5 STRI DRAIN liI 1 vp cn GROUND WATER 2HP, 30 SUMP PUMP DISCHARGE CONNECTED, TO STORM DRAIN 0501 LTA. (SEE SHEET 14) STORM DRAIN 2HP, 30 SUMP PUMP DISCHARGE CONNECTED TO SEWER SYSTEM. SUMP TO BE 4' SQUARE BY 4' DEEP. (SEE SHEET 14) T-� LEGEND WALL DRAIN TO CONNECT DIRECTLY TO SUMP PUMP. INVERT TO BE MINIMUM OF 12' ABOVE SUMP BOTTOM 13 PROPERTY UNE SD SD PROPOSED STORM DRAIN UNE. SIZE AND TYPE AS INDICATED - - -' ,.. PROPOSED WALL DRAIN UNE 4" PERFORATED PIPE UNLESS OTHEWISE NOTED 50/PMP PROPOSED PUMPED STORM DRAIN UNE • aB Y PVC --SD/SUB PROPOSED BLANKET GROUNDWATER PIPE. 3- PERFORATED PIPE UNLESS NOTED OTHERWISE NOTED WALL DRAIN CLEANOUT. DOUBLE WYE RISER WITH VAULT AT FINISH GRADE PROPOSED STORM DRAIN CATCH BASIN PROPOSED STORM DRAIN AND GROUNDWATER PIT/MANHOLE VAULT TO BE INTEGRAL AND WATER TIGHT TO PARKING GARAGE FLOOR SLAB. GROUNDWATER PUMP VAULT TO HAVE PRESSURIZED MANHOLE COVER. STORM DRAIN PUMP VAULT MANHOLE COVER TO BE BOLTED DOWN. • THE PUMPED STORM DRAIN SYSTEM IS A SEPARATE DRAINAGE Sn ILIA. NO CONNECTION TO THE GROUNDWATER/WALL DRAIN STSIF3A IS ALLOWED. •• TO HAVE ADA COMPLIANT GRATE NOTES 1) ANY TRENCHING WITHIN THE DRIPUNE OF TREES TO DE HAND DUG. Y T INDVSRTAI-i`REET CT° y0. E/W) 10-27-2009 09-14-2009 07-01-2009 K R P 22.555 PRELIMINARY STORM WATER MANAGEMENT PLAN engineering )/ sw)eging /jnning "'- 2801 mon[erey-ssiinos high0ay I monlereg. Ea 93940 Le10311555.2723 fox 10311655-3425 _0•rna11: mallOonden3:neering.Lonl 05-18-2009 SCALE: 1' = 20' 0 20' 40' NOR TN 60' WNCNe:'11: PA II 91.'1.0NCo72' OF UP The baskflow preventor shall be placed With 18 inches of clearance from the stems of Ihevolves to the bock of The. existing sidewalk. The riser pipes feeding the harkflow preven1nrabe0 he S5 inches from the hock of the fisting sidewalk. A concrete pad shall be placed under the bsekflow precentor spanning the area as shown (91 inches long by 72 inches deep at the lop of sidewalk grade). There shall be landscaping installed encompassing the concrete pad to sans the backfow precentor from public view on three. sides. The fire district asks that no obstructions be placed within Ti inches of all firs appurtenances and that no plants screen the hockflow prevenler fromview. The lire department prefer an architectural feature such as a wall orfence be ioslelled to provide screening. These options are neither functional nor practical as the bnckllow preventur would still need to be seen and accessed from North Santa Cruz Avenue. NOTE& t. _ seucs�red�00 C11 layueaA a®a>ice x9n A•-�v or-Vza+s:. ate. z Fa e em.+Uavavx3ur.. sa am, Wert, ...a rams my.Rskr'aP5 ;sY+cdaxi-gstarzlra Stnaus an la anSla1r•ssEw .a aYCoia..ar - Eabrytrs fa addrm/VIM 1.yaa,w9]ekvoaa6. my Warty Oa f00L Fatxvl • aluertaa eatar • p ss. 6MJfa .,cam »r ab. S. A-sn on ' sirnal avaaE.cayia ao3+aad+Tassts,arce. a Fidastre meet is desgcdlaaeee0PVCYJR-3S (010..012,601S1. as Up-FIoT1A Filter 04B" MANHOLE CONFIGURATION WITH CURB INLET-6 MODULE MAXIMUM MODEL NUMB=R .cez mane 0.1 IS 02.23 aare I BYPASS FLOW 11.41S, 34 US > .� wi's ur.r lass 41 am i•-a-m7 SEcnovHEW KriStar Enterprises, Inc. smon eats. r-tgl0002 f" I oa9a0 9/a/001010 araAal sea y or i KENNETH ! M IOUES a: PARTNERS 1110 18 N• r t h Son P• a r e s Son J o••. C A 4 0 8.9 9 3.0 7 0 0 HOT TAP AND DESIGNS WITHIN RIGHT OF WAY BY SAN JOSE WATER COMPANY 8' FEBCO 880V REDUCED PRESSURE DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR PRIVATE WISH FIRE HYDRANT RETURNABLE AREA COVERED REMOVE AND REINSTALL FIRE HYDRANT IN ACCORDANCE WITH FIRE DISTRICT STANDARDS (N) 8' }TIE UNE JONE5 6" WET BARREL FIRE HYDRANT MODEL J3760PL 4.5' PUMPER, 2-2.5" HOSE. 4.5" PUMPER NOZZLE FACES SAFEWAY COMPACTOR 8" FEBCO 880V REDUCED PRESSURE DOUBLE DETECTOR CHECK VALVE ASSEMBLY AND FIRE DEPARTMENT CONNECTION. RUN 8" FIRE SERVICE THROUGH LOWER LEVEL OVERHEAD TO FIRE RISER FLOOR DRAIN IN FIRE RISER ROOM TO CONNECT TO STORM DRAIN SAN JOSE WATER COMPANY TO DIRECT AS HOW TO ABANDON EXISTING FIRE SERVICE A CRUZ AVENUE (TOWN STREET 80' RJW) SAFEWAY BUILDING AND PARKING GARAGE TO BE FIRE SPRINKLEREO IN ACCORDANCE WITH BUILDING AND FIRE CODES LOADING 000K v C06 1'ECT TO EXISTING 2' DOMESTIC WATER SERVICE NSTALL NEW METER'1 VAULT, METER AND FEBCO: 825YA REDUCED; PRESSURE BACKFLOW� ASSEMBLY. RUN 2 D0M0TIC WATER SERVICE' THROUGH LOWER LEVEL; OVERHEAD TO STORE. 3=::_EXTERIOR ELEMENT FEMUR SAFEWAY # 2815 GROUND LEVEL FF = 383.00 LOWER LEVEL FF = 370.00 4' PVC PUMPED WALL DRAIN / SUB DRAIN UNE FROM THE GARAGE FLOOR LEVEL. GWALL DRAIN / SUB DRAIN TO DISCHARGE TO TOWN STORM DRAIN STSIhM gl TNNDSRRPE PRELIMINARY UTILITY PLAN SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA 2' PVC PUMPED STORM DRAIN UNE FROM THE GARAGE FLOOR LEVEL GARAGE STORM DRAINAGE TO DISCHARGE TO SANITARY SEWER 6" PVC GRAVITY 6" PVC GRAVRY SEWER UNE FROM GREASE UNE FROM GROUND LEVEL GROUND LEVEL 42 1243 0500 13`OLe/E ;;-CONNECT TO EXISTING 2' IRRIGATION ATER SERVICE. INSTALL NEW METER VAULT, METER AND FEBCO 825YA REDUCED PRESSURE BACKFLOfN ASSEMBLY. RUN 2" _IRRIGATION WATER SERVICE TO CONTROL-' VALVE LOCATION. SEE PRELIMINARY LANDSCAPE PUN SHEET 16 EXISTINGPG&E SERVING SAFEWAY STORE TO'- -;BE RELOCATED AS SHOWN TO CLEAR LOWER LEVEL STRUCTURE. ELECTRICAL SERVICES FROM SANTA'CRUZ AVENUE ONLY SERVE SAFEWAY CONNECT TO COSTING SERVICE IIyy { 50059CE ANROUTE TO NEW s,J METER LOCATION. SERVICE TO GO t_a FROM METER INTO LOWER LEVEL THROUGH I ELE HEADELECTRICAL TO VI ROOM AL ROOM V1 ROTARY GAS METER 8' LONG X 3' HIGH GREASE TRAP 1" CLEARANCE (SEWER BELSW)- rBglR08 l6M if sdrtegfog M7 p)afinlnn 2801 Monterey -salt -as highway II monteleu, ro 93940 8e14031) 655.2723 15140311 655-3425 0-mall: madam/dung lour log .tom 1+1 0 LEGEND FW FW W W G55 G55 55 SS G G PG&E ix PROPERTY UNE PROPOSED STORM DRAIN UNE PROPOSED FIRE WATER UNE. SIZE AS INDICATED PROPOSED WATER UNE. SIZE AS INDICATED PROPOSED GREASE UNE. SIZE AS INDICATED PROPOSED SEWER UNE. SIZE AS INDICATED PROPOSED GAS UNE. SIZE AS INDICATED PROPOSED RELOCATED PG&E UNE EXISTING STORM DRAIN. (APPROX. ROTTING••) EXISTING WATER UNE SIZE AS INDICATED EXISTING SEWER UNE. SIZE AS INDICATED EXISTING PG&E UNE - - EXISTING GAS UNE. SIZE AS INDICATED BIO DETENTION PLANTER AREA PUNTER AREA TRUNCATED DOMES PROPOSED WATER METER PROPOSED CHECK VALVE ASSEMBLY PROPOSED STORM DRAIN CATCH BASIN PROPOSED PLANTER OVERFLOW BASIN PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN CLEANOUT PROPOSED STORM DRAJN AREA DRAIN PROPOSED STORM WATER BUBBLE UP PROPOSED SEWER CLEANDUT PROPOSED LIGHT STANDARD D 17 RELOCATED STREET LIGHT ® PROPOSED TRANSFORMER O ELECTRICAL VAULT •• STORM DRAIN ROUTING IS APPROXIMATE DUE TO UNAVAILABLE BASEMAPS AND NO STRUCTURES AT VARIOUS JUNCTIONS EXISTING HOSE BIB EXISRNGFIRE HYDRANT EXISTING FIRE DEPARTMENT CONNECTION EXISTING WATER METER EXISTING WATER VALVE EXISTING MONITORING WELL EXISTING IRRIGATION CONTROL VALVE o EXISTING RISER EXISTING GAS METER EXISTING LIGHT STANDARD -C1 EXISTING STREET UGHT -- EXISTING ELECTRICAL BOX .23 EXISTING TRAFFIC SIGNAL BOX O EXISTING TRAFFIC SIGN EXISTING SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE .ABBREVIATIONS SJWC SSMH SDMH PERF INV SAN JOSE WATER COMPANY SANITARY SEWER MANHOLE STORM DRAIN MANHOLE PERFORATED INVERT NOTES 1) ANY TRENCHING WITHIN THE DRIPUNE OF TREES TO BE HAND DUG. 2) FOR KEY NOTES SEE SHEET 10. 3) ALL EXISTING UTILITIES LOCATED UNDER TREE CANOPIES SHALL BE ABANDONED AND CUT OFF AT CANOPY UMITS. Y INIjSJi s LTR - 3000 GALLON SEPARATOR (CALCULATIONS BY DEPARTMENT OF ENVIRONMENTAL HEALTH)/. i/ �.Jr SSCO AT PROPERTY UNE 11 10-27-2009 09-14-2009 07-01-2009 KRP 22.555 05-18-2009 NOR T H SCALES" = 20= 20' PRELIMINARY UTILITY PLAN 0 20' 40' 60' EROSION CONTROL NOTES LEGEND O 1. ALL CONSTRUCTION SHALL CONFORM TO PART 1, SECTION C, "EROSION CONTROL REQUIREMENTS," OF THE COUNTY DESIGN CRITERIA NO CLEARING, GRADING, OR EXCAVATION SHALL TAKE PLACE BETWEEN OCTOBER 15 AND APRIL 15 UNLESS THERE IS AN APPROVED WINTER EROSION CONTROL PLAN. ALL DISTURBED SOIL SHALL BE SEEDED, MULCHED, OR 'THERWISE PROTECTED BY OCTOBER 15. ILL ROADS AND DRIVEWAYS SHALL HAVE DRAINAGE FACIUTIES SUFFICIENT TO PREVENT JSION ON OR ADJACENT TO THE ROADWAY OR ON THE DOWNHILL PROPERTIES. 3. UNLESS SPECIFIC MEASURES ARE SHOWN OR NOTED ON THE APPROVED PLANS, ALL COLLECTED OR CONCENTRATED RUNOFF SHALL BE PERCOLATED INTO THE GROUND, CARRIED TO DRAINAGE COURSES IN LINED CONDUITS, OR DISPERSED OVER DENSE VEGETATION IN AN APPROVED MANNER THAT WILL NOT CAUSE EROSION. 4. THE DESIRED END RESULT OF THESE MEASURES IS TO CONTROL SITE EROSION AND PREVENT SEDIMENT TRANSPORT OFF THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ANY ADDITIONAL MEASURES NECESSARY TO MEET THIS GOAL ARE IMPLEMENTED. IF FIELD INSPECTIONS BY COUNTY STAFF SHOW THIS GOAL IS NOT BONG MET, ADDITIONAL MEASURES WILL BE REQUIRED. 5. DRAINAGE CONTROL MEASURES SHALL BE MAINTAINED AND IN PLACE AT THE END OF EACH DAY AND CONTINUOUSLY THROUGHOUT THE LIFE OF THE PROJECT DURING WINTER OPERATIONS. 6. LOCATIONS SHOWN FOR EROSION CONTROL DEVICES ARE APPROXIMATE ONLY. CONTRACTOR HAS FLEXIBILITY TO ADJUST LOCATION TO SUIT CONTRACTION NEEDS. HOWEVER, EROSION CONTROL DEVICES MUST BE IN PLACE TO ACHIEVE THE INTENDED PURPOSE OF THESE DEVICES. SLIT FENCE; 1. SILT FENCES SHOULD BE INSTALLED ON LEVEL CONTOURS AND SHOULD REMAIN IN PLACE THROUGH THE RAINY SEASON AND OR UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED. 2. THE ENDS OF THE SILT FENCE SHOULD BE TURNED UPHILL TO PREVENT SEDIMENT LADEN RUN-OFF FROM FLOWING AROUND THE FENCE. 3. SUFFICIENT AREA SHOULD EXIST BEHIND THE FENCE TO ALLOW PONDING WITHOUT FLOODING OR OVERTOPPING THE FENCE. 4. SILT FENCES SHALL BE INSPECTED MONTHLY DURING DRY PERIODS AND IMMEDIATELY AFTER EACH RAINFALL. REPAIRS SHALL BE MADE IMMEDIATELY TO ANY DAMAGED PORTION OF THE FENCE. SEDIMENT AND DEBRIS SHOULD BE REMOVED FROM THE UPSTREAM SIDE OF THE FENCE ONCE IT REACHES ONE THIRD OF THE FENCE HEIGHT OR IF HEAVY RAINS ARE EXPECTED. STORM DRAIN INLFT PROTECTION 1. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED AROUND EXISTING AND NEW STORM DRAIN INLETS AS REQUIRED TO PREVENT ANY SEDIMENT LADEN RUN-OFF FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. INSTALL STORM DRAIN INLET PROTECTION AS SHOWN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSPECTED MONTHLY DURING DRY PERIODS AND IMMEDIATELY AFTER EACH RAINFALL. REPAIRS SHALL BE MADE IMMEDIATELY TO ANY DAMAGED PORTION OF THE BARRIER. SEDIMENT AND DEBRIS SHOULD BE REMOVED FROM THE PERIMETER OF THE BARRIER. TYPICAL CONSTRUCTION FNTRANCF 1. CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLANS. 2. RUN-OFF FROM CONSTRUCTION ENTRANCE SHALL BE DIVERTED SO AS TO PREVENT SEDIMENT LADEN RUN-OFF FROM ENTERING DIRECTLY INTO THE STORM DRAINAGE SYSILM. 3. ALL VEHICLES LEAVING THE PROJECT SITE SHOULD PASS OVER THE CONSTRUCTION ENTRANCE AND BE CLEARED OF DIRT, MUD. OR ANY DEBRIS BEFORE ENTERING THE MAIN `AD. NY DIRT, MUD. OR DEBRIS DEPOSITED IN THE MAIN ROAD ADJACENT TO THE RSTRUCTION SITE SHOULD BE CLEANED IMMEDIATELY. 5. THE CONSTRUCTION ENTRANCE SHOULD BE INSPECTED AND MAINTAINED PERIODICALLY TO ENSURE PROPER FUNCTION. 6. THE CONSTRUCTION ENTRANCE MAY BE FIELD MODIFIED TO MEET SITE CONDITIONS. FIBER ROLL 1. FIBER ROLL MAY BE USED AT THE CONTRACTOR'S DISCRETION AS AN ALTERNATE/SUPPLEMENTAL EROSION CONTROL/SEDIMENT BARRIER PROVIDED THAT IT MEETS THE DEMANDS OF THE EROSION CONTROL DEVICE AND OR SEDIMENT BARRIER IT IS REPLACING/SUPPLEMENTING. 2. FIBER ROLLS LOCATED BELOW TREE CANOPIES MUST NOT BE EMBEDDED MORE THAN 3'. DEWATERING OPERATIONS 1. A VARIETY OF METHODS INCLUDING GRAVITY TANKS. WEIR TANKS. DEWATERING TANKS AND GRAVITY BAG FILTERS CAN BE USED TO TREAT WATER DURING DEWATERING OPERATIONS. 2. THE SIZE OF PARTICLES PRESENT IN THE SEDIMENT AND PERMIT RECEMNG WATER LIMITATIONS ON SEDIMENT ARE KEY CONSIDERATIONS FOR SELECTING SEDIMENT TREATMENT OPTIONS. 3. DEWATERING NON-STORMWATER CANNOT BE DISCHARGED WITHOUT PRIOR NOTICE TO AND APPROVAL FROM THE REGIONAL WATER DUALITY CONTROL BOARD (RWQCB) AND LOCAL STORMWATER MANAGEMENT AGENCY. THIS INCLUDES STORMWATER THAT IS CO -MINGLED WITH GROUNDWATER OR OTHER NON-STORMWATER SOURCES. 4. RWQCB MAY REQUIRE A SEPARATE NPDES PERMIT PRIOR TO THE DEWATERING DISCHARGE OF NON-STORMWATER. 5. THE OWNER WILL COORDINATE MONITORING AND PERMIT COMPLIANCE. 6. DEWATERING DISCHARGES MUST NOT CAUSE EROSION AT THE DISCHARGE POINT. 5T• RWQCB NPDES 29 • 28 13'PE--Y. 2i9RiVE KENNETH RODRIGUES a PARTNERS INC 16 North San P• 4 r e S l r• • 1 San t o••. C A 4 0 6.9 9 3.0 7 0 0 FIBER ROLL SEE STORM DRAIN INLET PROTECTION AT ALL BASINS, STRIP DRAINS AND INLETS. SEE V//A STABILIZED CONSTRUCTION ENTRANCE. SEE REGIONAL WATER QUALITY CONTROL BOARD NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM L _ FOR DEWATERING OPERATIONS SEE EROSION CONTROL NOTES. 'a'PRK•Ej I -1 rr NEW SANTA CRUZ AVENUE (TOWN STREET 80' RJW) 10"SYCI SAFEWAY # 2815 GROUND LEVEL FF = 383.00 LOWER LEVEL FF = 370.00 FOR DEWATERING OPERATIONS SEE EROSION CONTROL NOTES. PRELIMINARY EROSION CONTROL PLAN 1"=20' SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA SEE FIBER ROLL NOTE /2 42 1aroLr, TO BE USED ALONG THE EDGE OF CONSTRUCTION AREA. AT FACE OF EXPOSED AND ERODIBLE SLOPES TO SHORTEN SLOPE LENGTH. AT GRADE BREAKS WHERE SLOPES TRANSITION TO A STEEPER SLOPE, IN DRAINAGE SWALES TO SLOW FLO115, ALONG STREAM BANKS TO ASSIST STABILIZATION AND REVEGETATION, AND AROUND TEMPORARY STOCKPILES. INSTALLATION 1. USE 1'X1`X2' OR 1'X1'X3' W000 STAKES. DEPENDING ON THE SOIL AND SLOPE CONDMONS. USE LONGER STAKES IN LOOSE SOIL SHORTER STARES IN DENSER SOILS. 2. POSITION FIBER ROLLS END -TO -END. TANG THE BUTTED ENDS TOGETHER WITH STRONG TWINE TO ENSURE A GOOD CONNECTION. 3. PLACE FIBER ROLLS SECURELY IN THE TRENCH SO THAT SILT LADEN RUN-OFF PASSES OVER OR THROUGH, NOT UNDER THE FIBER ROLL 4. IF SLOPE LENGTH IS MORE THAN 20' HORIZONTALLY, SPACE FIBER ROLLS 10-20' FEET APART DOWN THE SLOPE. 5. OPTIONAL! GEOTE7RILE SHOULD BE USED ON SLOPES IN CONJUNCTION WITH FIBER ROLLS TO ENSURE PROPER FILTRATION. NOTE: SILT FENCING MAY BE USED AS A SUBSTITUTE SEE FIBER ROLL NOTE /2 FOR DEWATERING OPERATIONS SEE EROSION CONTROL NOTES. SO Sy 15'&LIVE .• 9OLI1. e1lglneei(ng /Y s0711 10 g 1Cpian9NoD 2001 60Ptercy-Salinas highway II runtarey, ca 93240 tel(031) 655-2723 far:03311255.3425 B.OIa11: 10al1a'00de0UIna0TI00.LO01 Csa 0 N OPTIONAL: GEOTEXELE WITH APPUCATION OF EROSION CONTROL SEED MIX UNDERNEATH CUT OR FILL SLOPE 2:1 MAX (1.5:1 SLOPE IN ROCK MATERIAL DOES NOT NEED EROSION PROTECTION) ti FIBER ROLL NOT TO SCALE 10'-20' HORIZONTAL SPACING IF SLOPE LENGTH IS GREATER THAN 20' 4' EMBEDMENT MAX. SEE FIBER ROLL NOTE /2 9' DIA II (OR) 1-X1-X36" 111 WOOD STARES 4' O.C. *WAAW4'6'Oi4M4•4"4r e4W19ririiiiiPi'1•••• IRO iiiii�64�ir0iririr"WAWA iNJdiLOrArPRA 4rrr44riM' • • Ilya, r000r4Weeer0pp4ri4ri44rrr04W00000ir44r•rWV00r4r4000000000000000, 0000,90rrrr0rNrrr100 FILTER FABRIC -I SECTION A -A M STORM DRAIN INLET PROTECTION CATCH BASIN FIBER ROLLS 1-' CATCH BASIN SEE FIBER ROLL NOTE /2 ROADWAY TO BE SWEPT CLEAN OF ALL SEDIMENT AND DEBRIS AT ALL TIMES SOLID UDS TO BE USED ON MANHOLES WHILE STABILIZED CONSTRUCTION ENTRANCE IS IN PLACE NOTE: TYPE OF STRUCTURE SHOWN NOT NECESSARILY REPRESENTATIVE OF STRUCTURE TO BE INSTALLED. EROSION CONTROL METHODS NEED TO BE MODIFIED TO MATCH STRUCTURE TYPE. DETAIL IS REPRESENTATIVE OF INTENT. NOT TO SCALE FILTER FABRIC 3'-6' COARSE AGGREGATE NOTE: USE FENCE TO CONFINE ENTRANCE/EXIT TO STABILIZED CONSTRUCTION ENTRANCE AREA 12" MIN ALTERNATE 1: TIRE WASH. DRAIN TO CHANNEL OR BASIN TO ALLOW SEDIMENT TO CLEAR BEFORE DISCHARGING WATER INTO STORM DRAIN ALTERNATE 2: PLACE RUMBLE RACKS IN OUTGOING LANE MINIMUM OF 50' FROM EXIT STABILIZED CONSTRUCTION ENTRANCE 15 NOT TO SCALE 10-27-2009 09-14-2009 07-01-2009 05-18-2009 SCALE: 1• = 20' KRP 22.555 N 09 T H PRELIMINARY EROSION CONTROL PLAN 0 20' 40' 60' ADD AFRICAN IRIS & STAR JASMINE TO EXISTING PLANTING YOGURT SHOP VACANT E VINCA MINOR OR DWARF OREGON GRAPE GROUND COVER \ _' \ rrs*wEr49 A A x #21 'SPEAR #24 PPmVF X#23 E•FEAn EX STING SITE TREES TO REMAIN (TYP.) BIO-DETENTION TREATMENT AREA PLANTED WITH ORNAMENTAL GRASSES. SEDGES AND RUSHES (REFER TO PLANT LIST AND ILLUSTRATIVE LANDSCAPE SECTIONS ON THIS SHEET) SHRUB SCREENING AT 6" AND 8" CHECK VALVE ADA LONG CROSSWALK ASSEMBLIES (I.E. 15 GALLON AFRICAN IRIS) HONUMNT SIGN FLOWERING GROUND COVER & COLOR BELOW GRADE (3) EXISTING PINES TO BE REMOVED 031,32 4 33) ._..ET, ,GOEic"Es E FAET/EES ii,. #2 W/ INTEGRAL COLOR RUZ BIO-DETENTION TREATMENT AREA PLANTED WITH "NO MOW" FESCUE SOD (SEE PLANT LIST) FLOWERING SEASONAL COLOR #11 » 1rPEAR #10 X P2FAR OUTDOOR DISPLAY AREA FOR °PE"R PRODUCE AND CUT FLOWERS • #14 W■aiii MU 1 ��II��j1II�11, ■ FEAR ei3�CCaC1 II -.IJt '� '� !,� .■e'■■■Mc1 .'1u .... a f�*.lA4�� *�) •::A ��■!"i►\■■Y��- �� 11Nn n4 mu °o •� irn uiau�a.7Gia: •11ur1 pmD �` a �!1�T\]jll TI,l ,.1:�..:".r s.... �r-= ' !sue - ,s2 111. �.1 M7� u� . \F k #3$ CONCPOTTERY W/ ANNUALSEAS�\� •i►I s. MAIN ENTRY PLAZA WITH INTEGRALLY COLORED PENSTEMON SNAL HRUBS AND 1,��`�II�'� $T CONCRETE AND 3'X 3' SCORING PATTERN PACIFIC COAST IRIS �M` NEW 4$" BOX COAST LIVE OAK �11• SASANQUA CAMELLIAS REPLACEMENT TREE �@.•3 PROPOSED 2" IRRIGATION WATER METER, BACKFLOW PREVENTION DEVICE AND 2" SERVICE PER CIVIL DRWGS. SHRUB SCREEN AT BACKFLOWS (IE. AFRICAN IRIS) UE EX. 14" DIA, 19" DIA. COAST LIVE OAKS TO BE PROTECTED ( NOTE ALL PLANT)N( AREAS BENEATH EXISTING NATIVE OAKS SHALL BE WATERED WITH A DRIP IRRIGATION SYSTEM. ) AFRICAN IRIS SHRUBS SHADE -TOLERANT FLOWERING VINES ON TRELLIS (CLEMATIS) HARDY FLOWERING VINES ON TRELLIS (PINK JASMINE) W/ GROUND COVER BELOW #16 X FF€AR EXISTING SITE TREES TO BE REMOVED (REFER TO ARBORISTS REPORT PREPARED BY "BARRIE D. COATE & ASSOCIATES', DATED J(JLY 6, 2006. NUMBERING _...,7/ CORRESPONDS TO ARBORISTS REPORT.) RE1URNAIBLE8 CCHPAGTOR LOADINCx DOCK EX DiVREDVV001-5 0T3 — TO REMAIN atir�li6.4 7% .:. Iy 'HOWARD McMINM MANZANITA PACIFIC COAST IRIS FROM 1 GAL. CANS @ 24" O.C. OUTDOOR PATIO WITH INTEGRALLY COLORED CONCRETE AND 5X 5' SCORING PATTERN ARCHITECTURAL CONC. POTTERY WITH SHADE -TOLERANT FLOWERING VINES @ TRELLIS COLUMNS AND FLOWERING COLOR AT OTHERS SAFEW4"` a,s ALONG WALLTWITHIEVERGREIEN. - CLEMATIS VINES FIN. FLRs 3B3 PROPOSED NEW HIGH CANOPY EVERGREEN TREE BUFFER AT EXISTING RESIDENTIAL (LE. 16- 24" BOX TRISTANIA CONFERTA TREES) (6)12" X 15" VINE POCKETS W/ 6" CONC. BAND AND 5 GAL FICUS PUMILA (CREEPP)G FIG VINES) 12' HIGH BLEND • L (2) EX.19• DIA. & 26" DIA. REDWOOD TREES TO BE REMOVED MYRSINE AFRICANA (AFRICAN BOXWOOD): WESTERN SWORD FERN EVERGREEN HUCKLEBERRY SCREEN EX. 18" DIA. COAST LIVE OAK DWARF OREGON GRAPE GROUND COVER EXISTING XYLO$MAAND NANDINA SHRUB PLANTING TO BE REMOVED & REPLACED WITH (26) 5 GALLON EVERGREEN CLEMATIS VINES \ N. "xi L . 1_, NOTE THE PROPOSED LANDSCAPE PLANTING AND IRRIGATION SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE TOWN OF LOS GATOS"WATER EFFICIENT LANDSCAPE ORDINANCE CHAPTER 26, ARTICLE IV OF THE TOWN CODE". SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA LANDSCAPE PLAN NO PLANTING OR IRRIGATION WITHIN 5' OF HE TREE TRUNK EX 22" COAST LIVE OAK TO BE REMOVED PER ARBORISTS RECOMMENDATIONS PAP HOLM' 60 RAW 0 NO PLANTING OR IRRIGATION WITHIN 5' OF THE TREE TRUNK int LA[DERBAUGH ASSOCIES Landscape Arctlitecture/Plann ng 426 Clyde Avenue Mountain View. California 94043 . (650) 691-9711 1.(850) 691-9713 PER ARBORIST'S REPORT: IRRIGATION MAIN LINES MUST BE INSTALLED BEYOND TREE CANOPIES. AND LATERAL LINES INSTALLED BENEATH CANOPIES MUST BE IN A RADIAL DIRECTION TO THE NEAREST TREE TRUNK AND TERMINATE AT A MINIMUM DISTANCE FROM THE TRUNK OF THREE TIMES ITS DIAMETER. PRELIMINARY LANDSCAPE PLANTING PALETTE BOTANICAL NMI COMMON NAME SIZE HEIGHT X SPREAD REMARKS TREES QUERCUS AGRIFOLIA COAST LIVE OAK 48" BOX 14'-16' X 7'-0' STANDARD TRISTANIA CONFERTA BRISBANE BOX STANDARD S H R U B S, V I N E S, A N D PERENNIALS: ARCTOSTAPHYLOS 'HOWARD McMINN' M0MINN MANZANITA 5 GALLON 12"-18" X 12"-18" CAMELLIA SASANQUA SASANQUA CAMELLIA 5 GALLON 18"-24" X 18"-24" CLEMATIS ARHANDII EVERGREEN CLEMATIS 5 GALLON 24"-30" X 24"-30" ESPALIER DIETED BICOLOR AFRICAN IRIS 5 GALLON 18"-24" X 18"-24" FICUS REFERS CREEPING FIG, 5 GALLON 18"-24" X 18"-24" ESPALIER PENSTEMON IIETBROPIIYLLUS ON WALL 'PURDYI' NATIVE BEARDTONGUE 5 GALLON 12"-18" X 12"-18" POLYSTICHUM MUNITUM WESTERNSWORD FERN 5 GALLON 12"-18" X 12"-18" VACCINIUM OVATUM ,EU RGRNpEERRY 5 GALLON 18"-24" X 18"-24" PLANTINGS AT B I O- D E T E N T I O N TREATMENT A R E A S: CAREX ELATA 'AUREA' BOWLES' GOLDEN SEDGE I GALLON PLANTED @ 24" O.C. JUNCOS PATENS CALIFORNIA GRAY RUSH 1 GALLON PLANTED @ 24" 0,C. MISCANTHUS SINENSIS MORNING LIGHT 'MORNING LIGHT' JAPANESE SILVER GRASS 1 GALLON PLANTED 0 30" O.C. "NORO" FESCUE SOD BY YACIFICSOD' OR APPROVED EQUAL (338-DISCOVERY HARD FESCUE, 338-TIFFANY CHEWINGS FESCUE, AND 34%-SEEDBREEZE SL CREEPING RED FESCUE) G R O U N D COVERS AND COLOR: IRIS DOUGLASIANA PACIFIC COAST IRIS 1 GALLON PLANTED @ 24" O.C. FLOWERING SEASONAL COLOR PLANTED FROM 4" POTS 8 8" O.C. (MINIMUM 4 VARIETIES) MAHONIA AQOIFOLIUM 'ORANGE FLAME' DWARF OREGON GRAPE 1 GALLON PLANTED @ 36" 0.C. TRACHELOSPERMUM JASMINIODES STAR JASMINE 1 GALLON PLANTED @ 24" O.C. VINCA MINOR DWARF PERIWINKLE . PLATS PLANTED @ 12" O.C. GENERAL IRRIGATION CRITERIA ALL PROPOSED' LANDSCAPE AREAS, INCLUDING BIO-DETENTION TREATMENT AREAS, SIIALL RECEIVE A LOW PRECIPITATION IRRIGATION SYSTEM. ALL PROPOSED HEADS WILL BE ADJUSTABLE FOR THROW RADIUS AND PRECIPITATION RATE ALL PLANTING BENEATH NATIVE OAKS SHALL RECEIVE A'OCTABUBBLER DRIP IRRIGATION SYSTEM. A MULTI -PROGRAMMABLE CONTROLLER WILL BE CAPABLE OF MULTIPLE SHORT CYCLES ON EACH VALVE. THE CONTROLLER IS TO BE LOCATED IN THE BUILDING ELECT. ROOM. A RAIN -SENSOR WILL BE EMPLOYED TO PREVENT OVER -WATERING NO MOW FESCUE BLEND SOD TURF REFER TO CIVIL DRWGS. SHT.12 FOR CONC. PLANTER. DRAINAGE SYSTEM & SOIL/GRAVEL LAYERING AC DRIVE AISLE SECTION A -A @ BIO-DETENTION AREA 1/2"=11-0" BOWLES' GOLDEN SEDGE CALIFORNIA GRAY RUSH JAPANESE SILVER GRASS PARKING \% STRUCTURE REFER TO CIVIL DRWGS, SHEET 12 FOR CONC. PLANTER, DRAINAGE SYSTEM, & SOIL/GRAVEL LAYERING REQUIREMENTS 3' HIGH TUBULAR STEEL RAILING SIDEWALK @ SANTA CRUZ AVENUE SECTION B-B @ BIO-DETENTION AREA 1r2"=11-0" 100.27.09 0 9.14.0 9 08.26.00 0 8 . i8 0-9 o 6.29 69 04.29.09 0.3 . 0 1 . 09 SCA! Gi' = 20'-o' !:R P 2 2. 555 0 20' •1U' ..•1 Fs AVg no m' esk • Er F T M..- "11.; ::.Pr r.I _•'Y: PF.'- Il • h` _ . II SANTA CRUZ AVENUE (TOWN STREET 80' R/W)_;- • II 1 z • 1 1J�1 LN EE +10' RE, jP,ABLES BEACON UGHT 12' +10' L-;ALN,i uwo s. +10'-0" S3 EXISTING GBOVERADE SGJNC :U.=L- SAFEWAY #2815 . - 1.-.- 3o3 KENNETH R00RI011E5 9 PARTNERS INC 10 M o T t N San P• d E o San J 0 s•. C A 4 0 5.9 9 3.0 7 0 0 TREWS LIGHTS TO BE DETERMINED +10' • `1- G5 l �EH_1\ BEACON LIGHT TO WARN'_ PEDESTRIANS OF CARS EXITING GARAGE L ' FBI--,--��EXIT' STROBE LIGHT AT 8'-0" • I SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA SITE LIGHTING PLAN �s • CsA 0 ef OAK TO REMAIN 1 FIXTURE SCHEDULE TYPE DESCRIPTION MANUF. CAT. N0. LAMPS REMARKS 9 PARKING LOT LUMINAIRE SINGLE HEAD ALUMINUM , ARM MOUNTED TYPE III DISTRIBUTION ALUMINUM REFLECTOR INTEGRAL BALLAST TEMPERED GLASS LENS BRONZE PAINTED. UL WET LOCATION LABEL GARDCO H1913-277-150MH' BRP 1-150WATT PULSE START METAL HALIDE Si 5' STRAIGHT SQUARE STEEL POLE FACTORY PRIMED AND PAINTED, TWO COATS QUALITY BRONZE ENAMEL PAINT. 12.-6" POLE. SSS-12.5-S-BRP p SEE Q{ WALL MOUNTED HID CUT OFF LUMINAIRE DARK BRONZE FINISH GARDCO 101WT-150MH-277 BRP ALL-SCAPE 1-150WATT PULSE START METAL HALIDE S2 -- 53 — a SIMILAR TO "S2" EXCEPT TYPE LOWER WATTAGE GARDCO 101WT-MS100/BU/PS/740 ALL-SCAPE 1-100WATT PULSE START METAL HALIDE 0) CEIUNG MOUNTED HID GARAGE UGHT GARDCO GPI-MS175/BU/PS/740 1-175WATT PULSE START METAL HALIDE S4 O> CEIUNG MOUNTED HID GARAGE LIGHT. DOWNUGHT GARDCO GPI -D40 1-175WATT PULSESTART SE HALIDE S5 a WALL MOUNTED GOOSENECK FIXTURE WITH WALL MOUNTED RAI IAST. PRISMATIC GLOBE. TMS UGHTING CALVIN 2C-G10 1-42WATT COMPACT FLUORESCENT S6 a WALL MOUNTED DECORATIVE FLUORESCENT. OPAL ACRYLIC LENS. VISA OW1042 VAR 39109-12 2-CMH20MR16 S7 0 } SIMILAR TO "Se EXCEPT TWIN HEAD GARDCO H1923-277- 150MH-BRP 2-150WATT PULSE START METAL HALIDE S8 TOP OF ADJACENT PAVING ,INDUS'1'RSTRggT SEE FIXTURE SCHEDULE "Sr NOTE: STUB SERVICE CONDUIT UP INTO POLE BASE, WIRING CAVITY AND BASE, RE El .1-4 FOLLOWING INSTALLATION AND LEVELING OF POLE/LUMINAIRE MANUFACTURER USE SHRINKAGE -RESISTANT GROUT UNDER BASE PLATE AND COVERPIATE OVER BASE ASSEMBLY PROVIDE A 45 DEGREE CHAMFER. (6) 15 BARS (VERTICALLY SPACED EQUALLY IN A CIRCLE) W/ /4 TIES ID 2' 0.C. ASPHALT CONCRETE PAVING TACK COAT TO CONCRETE POLE BASE FOR WHERE OCCURS SERVICE CONDUIT CONNECT TO UNDERGROUND -r.- -fi CONDUIT. 4 - ` .� J"� .L (6) #'5 BARS VERTICAL W/ (6) /4 TIES AT 24" 0.C. CONCRETE BASE, FORM WITH "SONOTUBE" FORM t' -+ 1 IISACK FINISH EXPOSED SURFACE. I a BELDEN TF NOTE& 1. PAINT EXPOSED SURFACES OF POLE BASE WITH TWO (2) COATS YELLOW OR WHITE. 2. INSTALL POLE BASE IN COMPETENT SUPPORTING SOIL AS APPROVED BY THE GEOTECHNICAL ENGINEER DURING FOUNDATION CONSTRUCTION. 3. UGHT FIXTURE AND BASE FURNISHED INSTALLED BY GENERAL CONTRACTOR 3" CLEAR TYP. * TO BE DETERMINED BY STRUCTURAL ENGINEER. COORDINATE WITH POLE MANUFACTURER. 2 BASE FOR LIGHT STANDARD N.T.S. Consulting Engineers 6570 Ama00, Playa Road, ANe 200 DubEn, Caldolnla 54568-2991 Pbane: (925) 829-0112 fax) (925) e261v27 bel0Pn@b ldenlncmm 09-002/KM SITE LIGHTING PLAN K R P 2 2. 5 5 5 09. 14.09 07.01 .09 0 5. N 0 R T H SCALE: 1" = 201 a 20' SANTA CRUZ AVENUE (TOWN STREET 80' WIDE R/W) ro a mF ._,C-cw-a N!r KENNETH 300R10 UES R PARTNERS INC 18 H 0 r 1 A S a n P• d r 0 San J 0••. C A J 0 6.0 9 3.0 2 0 0 1 -1- SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA LOWER LEVEL LIGHTING PLAN 01 C—r) rri BELDEN Consulting Engineers 0 5. 15 . 0 9 NOR 1 H 6670 Arnalor Nam Road, Site 200 SCALE: 1� = 20' OubOn. Calilomla 99563.299E m pia: (925) 029-0222 Pd. (925) 8240682 Heiden@beldem Incm 0' 10' 20' 40' 09-002/KM LOWER LEVEL LIGHTING PLAN 0 9. 14 . 09 07 . 01 .0 9 K R P 2 2. 5 5 5 GrourdLevel.dwg 50 _ b�` eP` 6µ� e.°sr'e aAx $ ap' J hA`+ VA-. - eA' ape Y hdi a aPx $ ` , �\ 1,0 " -:-.' en' aAz w-/ ��J`" axo e<^ - ' V.0 it I SAx , ,A�, `ate 60 bp, a9' $ .: h x e°, 1, ` _ roPx aA 9., as aa' _�h bpb ._$ate h05 .9tr b� '051 h9\ ,-'\ V, , 4ex ,aAs b„ 5� '5 bfi ab L 1'4\.^, er 4p5 a9' bP, am a t` bp,; by es2 $ 1x e e $ ` e„ $,0 �� 6A6 r a0, �'3 f 60 r 'bo, , _ aAa ; a„ ,D . h b, ' t� wx mo c,a $,b—,au>�yo r $oa bAx _ v, h9 - ib 2- a-uo az, �h„_ Mq„ h. b,+ W` ro,a T be° 6a3�-- _..a,a i z 65 ro9a bfa• "- SAi ro a-4, 1." . —, c , ? - ^-bn °" bxz gY'-( h5x h,a, , -99 z b,, bA' ? bA' ,m� b3x fix, -� .gw. r , ar>z -v a ,P `" \,- b i,.5u• `=�b29 ~ 'Sx'- t 1 bA' bx b'°z _, ropi, aA`i'.�• -,.-._6x+ "" + 2a\ , bfF b4`l ._ aa5 1 $1.1 69 %A0 60 ax8 i I by6 a°"09 l a,q y+�.55a, ' ,bx Sx" hsa e." 99. 1 '-6'z b9` _. a,a ba° $5, w!, la>o: $" h°3 bP' htl5 la„ , gq, ia+ 19 ael b9x - a25 ,_ .b5a ^L a92 55 -$5l' ' 0 i Oa ro9a �'0a , $+ 0 g0 6, 49 h9, �, } b,\ bay ' We h't° $Z. b'3 $ bj0 �° aw bA° a2 h,. 99° 19 129 1�" bd9 , eP•, b5+ =. h9A.' hl9 - ha2 b� -' 2 Sj,O h� 099 I I 69 _ h,9 'i h9° l w= . o l 1°' b m x ' ' aa° b' I'. v5 v' v s., aw ex 15, vl SAT° CRiaT� AVI�JE (Th�V�N STd2ET $O�3EUW}, bp, OA va _ �` ,2 1z0 VG 4a �,, pp _ _.a $,tP, %b. h59 195 $� ve b b60 1 4fil b b22 .ioPo\6' Y- b93 aa` j5 ' b77 1>` 12 -'arP .bA+ bOl b2° '. b,x 13m ,5 " 099 - b'"' 42 aa0 az _ b2 Z 9x6 s = $6\ h'12 605 , ,5' ym ' h� b` tea- A !-' �.��`" . 12, >$ b+^ - =�l $„ $ _ _ $, :f,•'` $n �° AO $�0 b•p po, <' h39 "' 11 ' N5 b1•° .9 ba,,,,-- bN, I. bp _ v9 eb • $9 1. v,! i� h4+ b a p5• a : h� yip hq2 $"" $„ hqA iy e $89 bA+. ;i Ian a9 \I� e9 h5 ,p` �,. : $q, p5 1}Ies $0 a' hz° ba ' x, u9� a� °� es v, �+ $91 $ - aA\09 929 as 1p2 , � 1 I-. �-99 9 asp ,aa r +ry- \ �. adr $o, ep aA2 a�� Ie`9 sfa; M ba` b`� 26 ��1- vh_ 'i' .fn ab'"L , la i5 91 _. iN a2 . o. ro52 go. a-- - - -S9` --It" fiA2- .�•—$' _. bz9 °c,+ a5✓ -_ z •a-- 2� tea`,. 1 ` :17 �" L` bzz ramam'' e's+„aI,ASr°+hsa ' 5 'P�l I v� hzb2,2_ :, aAa t A h G �; Ji ex i�`�,„az• a2'gps�", hie , "Tc5 hv, yjfig_- a,ti2:"1,°zs°aas SAS .�, b, N,t. sr , Mk S�q :'v,,g . Mt\g5s °a az` e�' 49`+Sea, e7x ,,,"a,M.tq9 �1I I ^.Sa liI tba° II.� z -.b" eti q'2y¢ ,�y, xI,Av i Ida. I4 l,i ear' ' �„' 1 A;uh. i .+, " a !i,9, w <i t:,./6,e"/d I b0x Las _1�sdab,> , '29-II., b 1 Iz?I 1121. j I b,a I 1. i I i °,w I ,}�i 5a i� .rr ez, exz -'� „f.it P °•r,P� -J ��' A' \9 a., I 22 I S2 1 :; 1I 2,;,;'I • N.,+ b [ i' I hJ92 1, la ails f f31 c u ` �a?,l ly s ..,2 9 �z2 �,,_ r4 6,e N IJ b"' aAs> ,,ate—r 1 s t i ,ae 69 �.n, �`>*--- i' �b`I �I'„,:-.1:: bay:77.-:, t N 2qt '� G _ 1�5SP g 1b3i5n 5 h0, la, , 1 ` !I z, b'°bp5t' _lam</ �' b a ag, Y Up `� \ 5 `--t�z0 29 jI °t+ 12` eat 1a"___, 1e,� eaG 15 a 1 �' 4ta e5,y•2+4�,e 1P9'-+��_� y�ea' baa $,ate --a �,q_ � ly�-,$ � "� IIe,z e9'' 1m Iy g9, aax has roeh,sj50 ea° s aA,9h38 Yoe, b'1 h9 $+ h,• ea2ya, eSb52 eh] lea be6 1q111 1Abb9 �a.,o h59 vi(153Sbb 0a$+' bag b 096 ibl 1 Ibl,�` 4 ay9 I b5 5 b3' y6 b2,ba°'�t all ib2 $�- h,6 $+a,SA,'\>,929 ! 6 5 a$t �., a'h, aa,9° 5 ejlhaei� bw- I c2o ebi 1 III b,aa+L aA'^xP 12 a h\�a,-°L9a e'I ea'ba-t 09b,3 4$.,1°,aa5fI "' i ° "asI_ g}°�� title ' 09I �I bi& !ai_=J 1 - 1 (ea, k as ' I ,r d9 5.- ,rod' 9 -1q». t + �,0Px Ns1 I • r` h j r1 � R _") b,• : I p , I j 1 4.4 - ,. AA, . �°' II aw_, :� 1.�„'pia f��. z1. `� t ' , h,.v cAq'', I4� Imo° �A, �Aa T_�._ �IIyj�, 5 �'`z,`1L� ,v9a'b,,a``,1?°a.. aA2 2° '� 1�' I I 'Ua 2` boa `� t4 '-- .4�e'N::I -,0 I• 'b,a .�,r. n� I!I- �I,I K .iq '-r 1 '2oa 9 .' a ,' ep, m — I Ie b e I,%it 4 eyl tip' 1 aaz s apz ap I eat I 9 I $, w i ar I S ,sP' 1 '6'" � I U k 'Zsz I ' u � � I � � 0 I N � 4 �i1 �.a '1 aA' �lfm:_Iy�f' ,j ${ `/ d" J N i941 . Am� JaE .., .y:. ,III-. ,--� i Ab, (Q e.W h,l N1• 6A') apt p ,a I�T � .ape {4 I � M4Na -7Y� -qn ,9,�" 1„ t]j5 h,,, Y �„ y, 112y,� fi z5,-� i � tiaT,' l y N'�� i � hA, b9°`. e d { � 1s+ ar>z e9` } i I 9 $a9 "ac^° � �Q )) l a a,A '' I la II 12: ibe I • � a� a9` bPx aAat ° >, __�1vaY � � J i ' ) � II �- I � 1� I I�,.1 �, �� e9` I: aQi � I Y‘ h9° � I 1192 ab �� ( i� - = 1 2�7a 1A, I l�+srt : bo9%�' bA2 tiA+ - A l sot .L-, a (! p 1 I hq+, r7 i j. I a°' ap, ryAz bP 14 �" vat i t .9 1' , II ca+ ba ' Ii �" bN bA, bA° 1 bi� . �� y y„ I � 1 , � -b� % '. - ' I hc, a5 I � e� bp2 a>r 2°'. - 6 yp yAe Y�51 A t" 'tx i I` ,,,, S5`' 2 I L 7� I� i ea'oo 1 az` ,'I a I I to aP, bA, L ll ;a° v qe t I �'�lj N ' TYPICAL PARKING AREA � -A'� �' b I',.?„,' eAa 9+ f ,i I i ��.�z; II e� o e epz bp, .I it I. r-1",x D-AF- �1 -I r'F3 t °, q SAFEWAY 2815 -LOS GATOS Y,' eHb '1 a2a ?s` sa-",-, �u-ap' bpe 1 � y7� � I�; ' K Illuminance Values(Fc) �Aa I �' ,POP , 6.50 �'j � ad �, b9, bPz b+ bp, hg' ee'� ., •.A, . °ate` q>1 ),y 1 Average =1.63 �I 6 b �/ �ti1 Siy i -' bA` I. aA3, t$7 7-9.- ' q. I : Maximum 7.68 , I '' a'io 1 a'z ��41 a_ a VC bpx $� eaa�-i x �p� : y`�52 _1 .i Minimum =0.05 1 ra 11si_�'s� 'L2P L l�o, epz gA, • 99 roz° ,r a 3i-� 1 .2� j. �� -,�3-, �t',N' Avg/Min Ratio=32.so I t l ba. : , gat 111 Fi- -5`b y bpx eA` 4, 9A'.. a' . - , 00 -, ill Max/Min Ratio 153.60 ��, e'? ea t) aA° aA, a°' �pz y% la` - °.>?�- �1 r �1Y §•, `tII` I bt F ! i 1�eAa t a , 6_ ape �, 4.m W,..; `, p 1 IIII f a I 221 roal It -) %. b0\ • aP b0•' ---- bSb l I '5, v i ry I I ,T\ qP5 Ilrl t -i ^`, L7 r{ 0azi -aP ` ,,,,,,v." d' ( b, b"' boz aP` 1- hp2 a=- $ fi5� ags �5 jH2l,ax ai5 xpA3'. IM� a.. NG 1 �07-=�`° a2a aa, e�� _-�' gp a ap' up, ap, �p9 e5 {1it °? -�1 11 '; ,1,N'L-��G �-a; \ �, i',_ a$ a0l aA" 6A` aA` N 1I SAFEWAY #2815 f �g / a2 6A, + +9 V. •,$ _-h E.-i r�` \ a26 V• b3, a5 aPx aP, eP+ b2 °., h _R: J6� I ,q 1'� bp+ I Wb V i. b,,n Ybi T ji- fit 9 I 11 ; a ` a'h 6,9 (1 ha9 a\ �? aA, hp' b°z ap, ap` Wm a�t_' epi b $ g�-� i�f FYl $m WC atA - _ - ba, \ \9x a $ Y }� ea y, \.� az` _ aa+ eAz bpp _ Ni q 'I 6 •T� _$� OUV flu %' . --• aPa e°' hp\ b0` -#• _ ^ `a'B b,,b ^"' ,1 �- I I" _CAL. ,� a5A1_F ^.V5'G�2= h5, 929, 9, ` a ap5 eq2 e°` �, ,'4A, • .r V. I W9 aib a7, 9p b,2 ��% 26, h5�,.. ag° �ba, 5 e. affi :apt b°` m° cs y, � q-19 af' M1 Il _ 2P2P = _ '' P 2 {`, ,„„.,0, / _` 1a5 1s' ae9 et a z a„ 1 h ap, c°z 09 ,°'. I .. 53 Yss'12 l „5 a` bA+ ,'0, '°z W9 a7'7 • •g11aZ a9a i +,. .bq, 0� . gs3 ' SAT l ',as' t'` r �z' as°i vsa b,i $� e°z eA, $o° -9.r I + 2a9 n •1�,T! aq 1 11Y� .�, T 1A, t - 0P 1 `""" j 1aa \ °za" y„ h a $a I6Al lap" a°' b9+ ab- -r ja-.7�"'t� ,LN}40 1 I..,I 1i , 9.qa� �k�, 1 1�. g O bl" e2° i SP 1 -1,-.112 ry0 ,0 , r b " i �3 aAz bAi - 19 L� I, : ha° i lrh Mkt ' 25, .,_ 1.•fi I 1, N� 4pO , e� ba° eP` 49'."_ a2y. 6,`'_. Il- .`1, e °7 .I yp )all 19° i.l'I 2� z JL 7J 1`J 1.5 279 a ` gA, a I I 1x9 �Pi % J o 5 .�-3'3 , �, �* : �"' ` 1, j yqz . a.°" az, 4�` aP. coo as h„Jc.�� i{a �J,-�, +� 1�. `" •,n � I' M�;'9 ! �_. � ' i��,a,� r 1:1� \�,.. v, I asa ` ps 7, -tea° vs J � \q qq u' a . �, !A, $ aa, ea° °"5 y9z 19z hqA 2a,• bx I �>''�F �, � I z r I � � t t 11.E � `, j a5,1 a az° .4,Tp sz ya hsa b„ a ` h,a t73.1>R' ro9° ba3 to y,\ 19' ' $ °. �_ "I N+t�- g}9 +$�' if , I� ��}, i >— .,. Aj9 ' I ,- 1 1A` 'a� Tt�RO�'N eP aa° e,a $b° hso rob2 1x? sN' at� - , 1 _��►►►}NN� $ \qx I roz° CT 49 b+"• b5' g,q bA0 ale�� 1\z�' bl, kba'1� �7ix L0 ,46 00C 3, 5�ISZ t i f 1� .�-�I ,T�'�f I b\ ,�I' 1 �9' b� a' bp0 ��' iZ 95 $+° ea' 199 h5\ haA es` h,9 dJ p5 Tt.-$yl� N 1� - �� .i �.. ��_ � - ^� " s r' 14 _ e2 I ` % eD` yo+ ba° ' $(a ga, b,5 robs h5o ?'% W" e' �-s ry M �` _�..�� - \4, q _ -�5 ym, $„ h'!' h,9 a9" �, b 9 h� b9x a. . e a ea' x t—! ss b„ 51 f / / \ �-- ' _-------it . \-- i - pa h h a°z h g /� .j'�� 1 `• hq, b2z , as hzs L- > a,i- �° • _ _ / �/ A '� % 1 1� 5 Il i I hj2 hA, a2z 'r a aP, ea,• 12x I@5° b ap, i �:F ve , ba, a9 hje ex bx g,a raze `� t.9 Fr -sl i i N;1A s+ ;)6' , Nc10 ,, ' 'M,N W.V. 6 V 4-9 j5v2. MN'l'' zP0 h' i 'fig N .' \I -----�s 11 r V\ 2) a s e� , j0 gyp, a � e°, :U° I 2x ��> aa� en aw I I a MN i !` I M 5 I , M a ,—y ( ,- 1 _ jh:09 ' b,a 1 �1 ag. i b 11 :Eat '.. W, bP hob t .tea , �, te' bxv -•is ` N�j)- l.; �' �,91 *' +-� ,''1d5 _ 'i, lad' • ��\�; `Ya 1�-(--e" 1 d.,t e�ti 1ne ap� _ aA` bf,9 e>a i , °ie�,^,�.'.", 57 —yamalb 1,01 139 W+ 9a,. • q bA+ 5CU\u). 695 Wei\ q9+�k t_ \, �'�._ J� - 3 � �.+'s-' ej5 -. `C �''/ aAz b,5 %ag )A. 1`,� �p� aP, .' �i$l,� l. a,+-�_ sn "aA" •B� ,i aP5 bis '1 a M I ?" %6 - so aff' -- yro, , ag, a t f �" it aP2 a9� ---- —I- bm ro i- l d5, a2+--� alit w $'m aml aA°" ^.3 ., am 1 090 aM bfe 0, a, - bAa bw $m, a eA a0 am $w am aP �$As' N+ I b!m aP° - b1m bp9 hd' °m -uW a9° �`T$ _, byp ; 409 h� bdr b„ arm II 10 rarm 1 5 $ aW I ed' b°, b°, hz2 ,aP �yvs, afl a5 aP, bm am: ha VP h9 aA l as ae, D- ° , $N btl e9° `' Se. °�: s = `9; $, 1, eoT ba ez a ap m'_' _ i a I J b,x b? bPP 1� ( b!m 5Mt.'-` bd=- -`'"'_'' _ aP° , b1m" h00 $' � 'G aP9 a9` 0.$�, a59 b boa bp\ hp° aW �j { I` '.._, bSP, b1P „ bPa J ba° �, ea5 bp, bp1 um ap° $,P 4.0 am ro� ap0 h'm b� b� _ -$fps v 4`P h`p b9\ hd� �'I a,° bp, ( ' b9, ... __ ad1 _ wN b brm _ wN 1 `'-, %°` us b,9 turns• SrJ:MM Project WOW 2515 - LOS Duns h.9:a Labi Emma tool BF 0ecnPlb, Efl 5,00 0.753 087 MERE COPRA ROO 704E5-.3 M• PoIE 9•500 08 n051110 COBRA 1E. 1.PS-161 20. POIE 11 0.575 0.75 D91a0, EI9 1-3.15DN/D/P9n40-277-19,P ,s-la5-5-wew50,.. 12600 0575 a9 COM nt7s. 101 rr-1s1572N/PS/Tw 13 8100 0570 0.11 0.75 O,e00 101-94-1I51/U/PS -19 3200 0274 0.9 0.5 1155 uamlc 0.119I 20495511-010 sF2.1.67cn.x• 0.9E. O. VISA 12 (2) 51.01,5115 sw 051042-31475.Es 11-111 •IS0iWii:A tt 00*00 0r 0 0•0.00 1C mom •• 15.0070.01CtE 00.31)S REPF.ET0 Mm OOJS R WENT. -04 9.92t-&E1( 12.A0 0675 O. 0.75 04R000 1419-2-3-154 1e0.0/U/PS/7A°-2n aa-S55-I2s-s- 4aJ25.99 Pr. nor,-'IAs ams .4000. Conn,. 15n /N9 N../14n 0.r0L P7ra®{7 A9EA 7.69 0.05 17. 128.17 Al POETS A5SN0944 R 25.10 om xn NA 2377 KENNETH RODRIGUES 3 PARTNERS INC 18 North son P• E r• Son J 9••. C A 4 0 2.2 9 2.0 7 0 0 SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA PHOTOMETRIC PLAN Pn}t S,a,1.7 251s S.05, Ina 3 Tit 1340002 5.037 14 250105 0 4 041.7 0 375541 'ms97 40 57 1449954.KK 57 5 1970.575 710002 .44 �44 Et .1 15u.245 a95,. SA 9 93 1546720 674.714 7244 N0 0 PHOTOMETRIC PLAN 0 9. 14 . 0 9 K R P 2 2. 5 5 5 BELDEN Consulting Engineers o 5. to . 0 9 x 0 R 1 x 16/0Am90vrnae 1024. Style 200 SCALE: 1' = 20' WbOn.f211r0TNa 2991 phone: (925) 229-0772 f00, ax((92(925)229-0592 ndaen@Delee,rc9eo2m 0' 10' 20' 40' 09-002/KM 0 7. 01 .0 9 SAN`ITA CRUZ AVENUE (TOWN STREET 80' WIDE R/W) /97 • WALL MOUNTED FLUORESCENT 2 LAMP • p i i„ I. how 1b� 1i §!Iry T kv 9S„b bp� !I J. how § li 1 ip ':b� ,Is I I ,0 '. j {Ls 'ems II y ., I _ :[" 1 m 1 s+ I. : Y IS 'I I,I, i : ..� §>B l i I:l 11 b seal 19 �I 9I 51°` 1 I 6 I L a_ iaP' i i -�,ds §B m ��0 2 i 1t.s xn ` b°,l V''' 11 ' I x �87' �I ,+° m_ §]) $ r hl hot'+ h ,!:a, V!T b9` .'C lip b9 ,„. s 9 §bs 'ems. �, Project: SAFEWAY 2815 - LOS GATOS I iya •„� by i *' ion by a' ..,.-0 -. i!, !tip.,: .� §y4 § ., bs ,,!...0. '': ` • e iy iy. b9 \yts bY' &' by §'.' hr §ps §M ioy! bA` Ili S>° §a` §� iY+ h„ ' VP i3O 'TOP ism bgf yn' § i. I. §v y. III +lii,> Ila,>; •l' va §ii �Ily •off hob li I� n .ae, 4 i m; 1. m 9 i ,es+ � d mine Ij ' Ilii# j b- �i b.� COI r .. is '�8y io,s §!'" ° .ass!•aT-` t 4 +s�° T iss ' .ate .,, I. Sr! ia0 b1e l •4ay` 9p " °� s .!r V. I•av 4° Sin ha I q b� tis i°� bzs §y ip !Ta §8 b� i'✓6• `� No, 'ep bn -Na- 40 ''1.'!. , bs1 i`�' i°w §W s ��1's 59 ' iow b� §s' •ap, t�'.�! � b9i S,. tbl ta` h NTT by - .�!a §r9 4, b6 I irc iA .°y ib• '09 .,,aa �� . §a° §,a �o. w I ) �,!.,0''. i ,�, § b1 ns •;s�' i.!� �yi.a+ I .00 £.• -t`- ��yy,, _ 1, i -`p -y7' . 1 -mail- - 510. -- ------to- �, _'a'a4F �g�s. is°,. �� I VJ -6a iy, 'I �I �So9 I�##°� j.�i by' tN h II i iyy 1 bJu I: i. 'I _ •� I is we I:.I bry §v' • II^^'' ae � t15 �Iyr §� j 4a ha _ i!n` hs ip it � Tr'Y ilil 1s+ §pill I I iRv1 I`,k i'll 1,6r• ��#' II t b� Iyy. §sl �i. °1 was °+a�: i!°:� j Tr ' e §rA. I "ID ere 'I � I •I �. l b!` � §w 'i9' 1i,a i� � I ' y ,� ilb ie° I I � 5 � h� § 4 'a�' p NO bill 5p �I. i p by I.� s I,5 I 1 hl} �ao�I iap by Ir° 1 �l� io §m I!, u i 1I[i � it I 6�1 ,v.,...,'„,'„/.4, 1# �e.1 _'1- ;, 10 F ___ z- lo- Ihl �, h1° Y!a ' I. tapf!'x a �-§�.I .,a�� .�4% 4 +'�+� bpi � „s, IL ,a� I; 9 i +e •„p �I iay�§b' ,.` ip i°" VS" '" �Ip §s b5e y:t as ,�,. .�Y,I'. ' y.n ism 41n NO §sy • 1 7'y's �, 109+ _ V. ''P h� ice.. 0 iafb '9' !Nal. '°� b!R i!°. I §p hT' §4 y • VS yea ip ia!s • bia i` I § a i u b` §s §� l ya � .n9 is0 ib' §v sNS •�,� s # bp1§ps,4 7�v i.n 4 (. •vP, l by IIl .zxa I hR l� Il.•,ss! ,3w °a 'yM.A ip §ffi iS�Iir : bri I • i §Y. ! : §6 I ,1 i,05 ' 53 -1+ b>a vos, i §ID ` 1 i fl tip I i+?7 .,agi %m b,�.a bs �.m &� §p `' c •. ip°P I g�� P 50 L i°nl 1 y� ,'„ h¢ hs §98 n� ' bsa V ° hn h �I �I ' I' 'o 11,1 ioa` : hn Vm b� i t I I � y y;,<, is1'.. , •.p - §,° a , 11tI 4141 • b. q. i{„� _ - „{ ',{�1 j y.3. '1 ° -. -'elm=_ y,� .y+ '+`w� .,.0-4- l§a 'Ks 4.-... � f .,aA S.I . may'_ i 'se! isD l- p •.1 h. §s* 1,0 /.3. 'ate hs ia>a b� •oY S,° §91 'By+ aas' § if •c� . • I• b71 v hp tilt �� •`„ ffi b0 .. �T i5,s b!^ §� yy, §s+ i°S •i�° s '0595 � 1 !aaaIL ,= ga 'ap in §s° !in .aT hT° by ,a1 i.sa .-__,;0. �`_A. ,� .s,s ..Jy, tilt : 'sy` eID •�'R yO> •d' §0 61 SP 49 790 bA y .0 I2 EiC 4,,P \I- °I bV 'iA,a §T� p b4 .� i7'' ,fD, ^D' �0. ; F_I.'.._ r, '°! tt-•. •s JI I II S! 'Ya'.Ifi " r^� •� isrs � CT.,.t. P END; �' sr'I p j ill'''. '� I j122 I{i i5 "IA §� l ay §7 \ i1 I! aV ha cp " .se , ' tip I l.. I . d II 1 11 4901: 111 ;Ilbm II : LI §sa li!!1 Luminairel Schedule Project S FEWA' 2815 - LOS GATOS Symbol ,pty Label Arrangement Lumens LLF LOD LLD BF DescripUon Filename 61 64 SINGLE 17500 0.720 0.9 0.8 1 GARDCO GPI - MS 175WIBUIPS/740 GP717M.ies El> 4 S4D SINGLE 17500 0.720 0.9 0.8 1 GARDCOGP1-OR- MS 175WIBUJPSI740 GPIDR17M.ies Statistical Area Summery Project: SAFEWAY 2815 - LOS GATOS Description CelcType Units Avg Max Min Avg/Min Max/Min # Pts TYPICAL PARKING SST LLS Illuminance Fc 11.35 17.75 6.32 1.80 2.81 69 TYPICALDRIVE AISLES Illuminance Fc 8.66 23.08 7.80 20.79 212 TYPICAL ENTRY DRIVE Illuminance Fc 25.85 88.65 5.68 4.52 15.81 20 ALL POINTS AS SHOWN @ 3' AFF Illuminance Fc 10.75 95.45 0.08 179.17 1591 818 KENNETH RODRIGUES 3 PARTNERS INC 18 North San Pedro San J o o 8. C A { 0 8.9 9 5.0 7 0 0 Luminale Loca'`lon Summary SegNo Label) X Y Z Orient Tilt S4 I 1508.788 800.788 9 73.299 .25 S40 1482.722 839.326 9 69.989 126 rr 130 12 54D ' 1471.47 843.423 9 69.989 54 1517.438 753.153 9 73.299 S4D 1670.779 691.928 9 339.989 31 S4D 1674.421 702.812 9 339.989 41 S4 • 1680.266 738.279 9 159.991 5 54 1537.922 923.789 9 339.992 -461 S4 1 1547.647 950.499 9 339.992 0 47) 54 1565.454 966.799 9 248.938 54 1569.325 768.47 9 250.138 S4 1596.174 758.372 9 250.687 7) -38-I s4 1620.862 1641.211 749.462 741.98 9 9 249.098 250.766 54 1609.81 719.111 9 71.006 54, 1630.206 711.758 9 69.291 1558.725 741.408 9 70.145 1528.229 782.787 9 250.449 49 S4 1579.28 795.808 9 69.845 50 54 1606.335 786.277 9 69.296 51 S4 1630.972 777.226 9 70.885 S4 1651.367 769.871 9 69.217 53 S4 1538.6 811.268 9 69.534 59 S4 1549.65 841.616 9 250.449 65 S4 '1560.021 870.097 9 69.534 67 54 1611.813. 885.155 9 250.138 68 S4 1639.662 875.057 9 250.687 69 S4 , 1663.35 866.147 9 249.098 70 S4 1683.699 858.665 9 250.766 S4 '1 1570.717 ,899.472 9 250.449 73'. S4 1621.768 f112.493 9 69.845 76 1\ 1i 54 54 1648.823 1673.46 9g2!962 893.911 9 9 69.296 70.885 S4 1693.855 886\556 69.217 SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA LOWER LEVEL PHOTOMETRIC PLAN 'S4 1581.088 927.953 9 69.534 BELDEN 0 Consulting Engineers 6670 Amad0r Kw Road, Selm 200 Cuban, Calforn]a 945822.2991 phone: (925) e299772 Inc (925) 829-0882 bekentIbeIdeuncmm 09-002/KM Luminaire Location Summary Project: SAFEWAY 2815 - LOS GATOS SegNo Label X Y Z Orient Tilt 78 S4 1611.196 951.41 9 246.685 0 79 54 1633.145 943.739 9 250.138 0 80 S4 1659.994 933.641 9 250.687 0 81 S4 1684.682 924.731 9 249.098 0 82 54 1705.031 917.249 9 250.766 0 83 S4 1592.049 958.056 9 250.449 0 84 S4 1727.067 909.225 9 250.766 0 58 S4 1671.232 797.678 9 250.766 0 64 S4 1681.388 825.569 9 69.217 0 57 S4 1644.433 807.508 9 249.098 0 63 S4 1654.543 835.272 9 70.885 0 56 84 1621.089 815.929 9 250.687 0 62 S4 1631.25 843.834 9 69.298 0 55 S4 1595.045 825.734 9 250.138 0 61 54 1605 853.072 9 69.845 0 85 S4 1694.881 789.067 9 250.766 0 88 S4 1705.037 816.958 9 69.217 0 87 S4 1705.735 850.641 9 250.766 0 88 S4 1715.891 878.532 9 69.217 0 89 S4 1674.479 761.455 9 69.217 0 4 S4 1585.173 728.162 9 70.19 0 44 S4 1528.486 899.453 9 339.992 0 43 54 1518.881 873.956 9 339.992 0 42 S4 1508.765 846.175 9 339.991 0 32 S4D 1651.35 706.382 9 339.989 0 33 540 1665.836 713.65 9 339.989 0 27 S4D 1485.775 819.89 9 119.59 0 28 S4D 1475.836 811.947 9 110.996 0 54 54 1568.797 834.97 9 246.685 0 48 S4 1557.537 804.046 9 73.298 0 40 S4 1547.376 776.141 9 246.685 0 60 S4 1578.958 862.875 9 73298 0 66 54 1589.864 892.826 9 246.685 0 72 S4 1600.025 920.731 9 73.298 0 LOWER LEVEL PHOTOMETRIC PLAN KRP 2 2. 5 5 5 b18 SCALE: 1' = 20' ,k 09. 14 . 09 07 . 01 .09 0 5. 18 . 0 9 N 0 6 T H 0' 10' 20' 40' PLANTER/ DECORATIVE POT I DECORATIVE PAVINrp AT OUTDOOR PATIO' LANDSCAPE AREA I CART STORAGE 1 LO KENNETH RODRICCES a PARTNERS INC le North San P e r e S 1 r e e 1 Dan J e r e. C A a a e. R R 3. 0 ) e e AWNING ABOVE PLANTER/ DECORATIVE POT 1111111111111111111 1111111111111111111 1111111111111111111 0 0 AWNING ABOVE PLANTER/DECORATIVE POT TRELLIS ABOVE BOLLARD SAFEWAY #2815 0 TRASH CAN & ASH URN TRELLIS ABOVE CART STORAGE LANDSCAPE AREA AREA FOR OUTDOOR FLOWER AND PRODUCE DISPLAY TRASH CAN & ASH URN - PLANTER/DECORATIVE POT AWNING ABOVE DECORATIVE PAVING AT ENTRANCE SAFEWAY LOS GATOS #2815 LOS GATOS , CALIFORNIA FLOOR PLAN U d ISCALE: 1' = 10.-0' KRP 2 2. 5 5 5 1 0. 2 7. 0 E R OR T H 10' 20' 30'