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Attachment 08 A-BTOWN OF LOS GATOS Application No. PD-14-002 A.P.N. #409-24-026 Change of zoning map amending the Town Zoning Ordinance. 1 Zone Change ❑ Prezonina From: R-1:12 To: R-1:12:PD Forwarded by Planning Commission Approved by Town Council Clerk Administrator: Date: Date: Mayor: Ord: IT A This Page Intentionally Left Blank THE ELK' S HOME S A Tango Papa Planned Development ,k4 X FOR PRINTED: PLANNING 03-7-2017 PLAN PRINTED: CHECK FOR PRINTED: BIDDING FOR PRINTED: CONSTRUCTION VICINITY MAP SCOPE OF WORK PROJECT DIRECTORY PROJECT DATA SHEET INDEX - - g 5 DEMOLITION AND REMOVAL OF EXISTING 8,636SQ. FT. Q ASSEMBLY USE STRUCTURE WITH ASPHALT PAVED 83105 PARKING AREA AND EXISTING CORNER ACCESS DRIVEWAY TO THE SITE. SUBDIVIDE EXISTING 61,915 SQ. FT. PARCEL INTO FOUR (4) LOTS, PRIVATE ROAD AND COMMON LANDSCAPE AREAS WITH THREE(3) ON STREET PARKING SPACES,DRIVEWAY ()1s.sz°r9 STREET LIGHT STANDARDS AND FIRE ENGINE TURNAROUND FOR FOUR(4) SINGLE FAMILY RESIDENCES AS A PLANNED UNIT DEVELOPMENT. ALL WORK DESCRIBED IN THESE DOCUMENTS SHALL COMPLY WITH THE LATEST BUILDING CONSTRUCTION CODES AND THOSE CODES AMENDED BY THE TOWN OF LOS GATOS, CALIFORNIA. ALL CONSTRUCTION SHALL CONFORM TO THE: CRC CALIFORNIA RESIDENTIAL CODE 2013 CBC CALIFORNIA BUILDING CODE 2013 CEC CALIFORNIA ELECTRICAL CODE 2013\' CPC CALIFORNIA PLUMBING CODE 2013 CMC CALIFORNIA MECHANICAL CODE 2013LOT IBC INTERNATIONAL BUILDING CODE 2013 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 GREEN BUILDING CODE 2013 (2012 IRC, IBC, UMC, UPC AND 2011 NEC AS AMENDED BY THE STATE OF CALIFORNIA AND THE TOWN OF LOS GATO ALONG WITH ANY OTHER LOCAL AND STATE LAWS AND REGULATIONS. Elks Club FAR T-1.0 TITLE SHEET S-1.1 EXISTING SITE S-1°2 SITE PLAN S-1.3 SITE SECTIONS LS-1.0 LANDSCAPE PLAN A-1.1 LOT 1 FLOOR PLANS A-1.2 LOT 1 ELEVATIONS -SECTION A-2.1 LOT 2 FLOOR PLANS A-2.2 LOT 2 ELEVATIONS - SECTION A-3.1 LOT 3 FLOOR PLANS LOT 3 ELEVATIONS - SECTION A-4.1 LOT 4 FLOOR PLANS A-4.2 LOT 4 ELEVATIONS - SECTION TM-1 TENTATIVE MAP EXISTING CONDITIONS TENTATIVE MAP PROPOSED CONDITIONS C1.1 PRELIMINARY GRADING & DRAINAGE PLAN C 1.2 PRELIMINARY GRADING & DRAINAGE PLAN C1.3 PRELIMINARY PROFILE & SECTIONS C1.4 PRELIMINARY SECTION & DETAILS C2.1 PRELIMINARY UNDERGROUND UTILITIES PLAN EXISTING SITE Based 4 Lot PD scheme. Gross Lot ARCHITECTS CAMARGO & ASSOCIATES, INC. 3953 YOLO DRIVE SAN JOSE, CA 95136 (408)266-3442 MAURICE CAMARGO A. MAURICE@CAMARGO.COM on area used NEWELL AVENUE / APN: # 409-024-026 / ZONING: R1-12 AREA: 60,063 SQFT 1.379 Q (ACRES) excluding garages = 0.35 - ((A - 5)/25) x 0.20 AVERAGE SITE SLOPE: 14.4% EXISTING TWO-STORY CONCRETE BLOCK, STEEL AND GLAZING STRUCTURE Garage FAR = 0.10 - ((A - 5)/25) x 0.07 WITH 8,636 SQFT OF INDOOR SPACE (OUTDOOR DECKS NOT INCLUDED). ASPHALT PAVED PARKING AREAS WITH 83-CAR CAPACITY" ACCESS ALLOWABLE ALLOWABLE OWNER TANGO PAPA DEVELOPMENT COMPANY P. O. BOX1707 LOS CA 94023A-3.2 MICHAEL ALTOS,CA9 FRIESEN (916)690-6443 GOVERNMENT TOWN OF LOS GATOS COMMUNITY DEVELOPMENT PLANNING AND ZONING 110 E MAIN STREET LOS GATOS, CA 95030 (408)354-6872 CIVIL CARROLL ENGINEERING,INC" ENGINEER 1101 WINCHESTER BLVD. SAN JOSE, CA 95128 BRYCE E. CARROLL 408 261-9800 ( ) BRYCE@CARROLL-ENGINEERING.COM LOT Area (1000 sf) Area Less House FAR Garage FAR Garage Garage House House AT CORNER OF WINCHESTER AND NEWELL. 1 16.189 13.142 0.285 0.077 1015 751 3744 3592 PROPOSED SITE IMPROVEMENTS 4 LOTS,PRIVATE ROAD, COMMON LANDSCAPE AREAS AS PLANNED 2 16.287 13.222 0.284 0.077 1018 687 3785 3758 DEVELOPMENT. 3 14.472 11.748 0.296 0.081 953 753 3601 3478 PRIVATE ROAD AREA IS 5946 SQFT. 4 13.115 10.647 0.305 0.084 896 710 3218 3245 COMMON LANDSCAPE AREAS ARE APPROXIMATELY 4000 SQFT. PRIVATE ROAD MOVED TO MIDDLE OF NEWELL AVE PROPERTY LINE, AWAY PROJECT SOUTHERN PACIFICTM-2 RAILROAD �� /,/ 6 O �FpO v 60.063 FROM CORNER. ALL RETAINING WALLS NOT TO EXCEED 6'-0" Avg slope = Requires a deduction0()of 18982%398 PROPOSED LOT & HOUSE IMPROVEMENTS = 14.41 % o MAXIMUM ALLOWABLE HEIGHT IS 30'- 0". 55.10' 95.00' 26.92' SETBACKS 25' FROM PRIVATE ROAD, 10' AT INTERIOR, 15' AT SIDE TO N28°45'40"E 69.0' N38°45'40'E 4fi.92 26'RY6BC2.2 STREET, & 20'AT REAR. LOTS INCLUDE GARAGES, DECKS, AND CELLARS. 29'RVSB '°so'C3.1 PRELIMINARY UNDERGROUND UTILITIES PLAN TEMPORARY EROSION CONTROL PLAN C4.1 PRELIMINARY STORMWATER MANAGEMENT PLAN SITE LIGHT STANDARDS PHOTOMETRICS EXHIBIT B 1 LOT 3 , o LOT 2 Site Gross Area: 16, 189 sq. ft. Site Gross Area: 14,472 sq. ft. Site Net Area: 13,142 sq. ft. Site Net Area: 11,748 sq. ft. 6,286.76sq.ft. Primary Living: 3,592 sq. ft. Primary Living: 3,601 sq. ft. \`, OB7490199 Garage Area: 791 sq. ft. Garage Area: 753 sq. ft. ` Cellar: 1,817 sq. ft. Covered Deck: 350 sq. ft. 5'EYSB Covered Deck: 286 sq. ft. Roof Height from FG: 29'- 8" `1NE N28°45'40 E 24.15' Roof Height from FG: 28'- 0" YEN N28°4549"E Y a LOT 2 LOT 4 25'EY6B Site Gross Area: 16, 287 sq. ft. Site Gross Area: 13,115 sq. ft. ; \ Nm Site Net Area: 13,222 sq. ft. Site Net Area: 10,647 sq. ft. o `, Prima Livin 3 785 sq.ft. Prima Livin 3 218 sq.ft. LOT 3 Primary gPrimary g Garage Area: 687 sq. ft. Garage Area: 710 sq. ft. - 14,471.61sq.k. Cellar: sq. 2,001 ft. Cellar: 1, sq. ft. 515 \� O.S32 acres Covered Deck: 1,520 sq. ft. Covered Deck: 384 sq. ft. g \ Roof Height from FG: 25'-6" Roof Height from FG: 24'- 9" , g g \4 N26145'41"E S 90.35 i I N m 9 ig 1 i m oN m I I LOT 1 6,188.63sq.ft. OJ7290199 25 2,,2 N28°45'40 E 135.10' N26°4540"E 8.66' 25' Y9B LOT 4 13,115.08s1 m acres 26'RY50 N26°45'41'E 81.46' mn 7 + m tiff w "it re - Nv g p, SITE 4/4, tv SOILS ENGINEER MILSTONE GEOTECHNICAL 17020 MELODY LANE LOS GATOS, CA 95033 BARRY S. MILSTONE (408)353-5528 BSM@,MILSTONEGEO.COM Z qI (, F iLI . <v _ �%r ,, NEWELL AVE VF Z.- �Q /� w0.301 41/1 co ci o �� LANDSCAPE CAMARGO & ASSOCIATES ARCHITECT 3953 YOLO DRIVE SAN JOSE, CA 95136 (408)266-3442 MAURICE CAMARGO A.I.A MAURICE@CAMARGO.COM , t } N28°45'41"E 190.16' rev. H H ti - pz4 0 . 06 a • • [ri [mi • pima oi) a; civ;3, z CAMARGO & ASSOIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn M C, KG, DP T-1.O sleet APN 409-24-029 12,005 SF APN 409-24-023 11,915 SF 3"TR APN 409-24-028 12,008 SF APN 409-24-027 13,105SF 16"TR APN 409-24-024 11,992 SF SE BIBB 14"TR 4 320 o I; "MTO A ► n/1 16"TR r Top Level 5,032 Sq. Ft. Bottom Level 3,604 Sq. Ft. APN 409-24-025 12,142 SF • o6"A/IA�I G '4 1 ►PER a 6 nn n v► E '4"JUNIPER 06"MAnoT/E JUN/PER- 4" 1� ►VIPER �3" JUNIPER 4"IDBL JUNIPER EXISTING SITE 10" MAPLE ° 8" PINE 1/1) 16" OAK 10" OAK 1 1 1 1 K "OAK 12" PINE ° 16" PINE 1 30" MT TR 24"" z NOTES Building Trccs Driveway Trees 12,023 SF Contour Line Existing To be Removed To be Removed To be Removed To remain SCALE 1/16" = 1' - 0" rev. W •ry t. W -14 z 0 • Pliose W ve ° wl 16 • cu* -*4--vzi 19 1-1 (.44 CAMARGO ■III 1 & ASSOIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn MC, KG, DP S 1 • sheet TWO STORY APN 409-24-030 12,002 SF ADDR: 171 NEWELL AVE LOS GATOS, CA 95032 ONE STORY APN 409-24-029 12,005 SF ADDR: 175 NEWELL AVE LOS GATOS, CA 95032 TWO STORY APN 409-24-028 12,008 SF ADDR: 179 NEWELL AVE LOS GATOS, CA 95032 ONE STORY APN 409-24-023 11,915 SF ADDR: 123 NEWELL CT LOS GATOS, CA 95032 85.20' ONE STORY APN 409-24-027 13,105 SF ADDR: 183 NEWELL AVE LOS GATOS, CA 95032 ROOF PEAK 348.9' N26°45'40"E Light Post COVERED PORCH F.F 322.3 -26°451-0"-E N26°45'40"E ROOF PEAK 342.7' ONE STORY APN 409-24-024 11,992 SF ADDR: 119 NEWELL CT LOS GATOS, CA 95032 169.30' .00' 16,287 SF 10.374 ACRE 2ND FLOOR F.F. 333.1 1ST FLOOR F.F. 322.25 CELLAR F.F. 311.3 (3,785 SQ. FT.) Light Post GARAGE F.F 319.25 (753 SQ. FT. 8.5' x 28' PARKIN SPACE c LOT 3 14,,472 S F 0.332 Aili( i 2ND FLOOR F.r. 319.75 1ST FLOOR F.F. 308.75 (3,601 SQ. FT. ) N26°45'41 "E N >- Ir 90.35' i ROOF PEAK 336.4' GARAGE F.F 314.6 (751 SQ. FT.) Light Post Light Post 8.5' x 28' PARKING SPACE ROOF PEAK 338.3' ONE STORY APN 409-24-025 12,142 SF ADDR: 115 NEWELL CT LOS GATOS, CA 95032 126.02' COVERED PORCH F.F 315.35 16,189 SF 0.372 ACRE 2ND FLOOR F.F. 326.6 1ST FLOOR F.F. 315.6 CELLAR F.F. 304.6 (3,592 SQ. FT.) GARAGE F.F 309 SITE PLAN Light Post 118.06 PARING SPACE 13,115 SF 2ND FLOOR F.F. 318.1 1ST FLOOR F.F. 307.1 190.18' 146.92' EAVES SHALL NOT 0,1 co PD EXHIBIT Pitose • pima rev. Qmi • • Ase • PT4 PT4 e;3, CAMARGO ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 date 03/2/2017 project 2013-20 •2 sbeet rev. T.O.R 348.9' 123 NEWELL AVE TOP OF ROOF+ +346.50' T.O.R 342.7' 119 NEWELL AVE t 1 III „��11111111111 wi11111111111I■IIIIIIIIIIIIIII1nniIIIIIl111111111im•11111111111111111:I II111111 - 11i1� _IIIJIIIIIIIIIIIIIIIIli11111111I_11111D111111111111111111■II■111 IIIIIIIIIIIIIII ......:. IIIIII■ ..r I} .� .LIJI�.:,I:IJIJL.:.,I ..• ...: CELLAR FF4- +311.30 I � I � I � � L 1 f (E) 6' FENCE MEM TWA inITIV. iiii iiiiiiiiuI.IL . iIi i inIIIIIM : UI I.1 1.1.11MAIRMIZI A IA ri MEW Mk , MUM BBB I■■■■L _ J■■■�!-..■■■■I ■■■■■■■t■• --.■■■■■■II■■.■■■■■■■■■■■..•1■.I■■■■■....II■■■I 7 ,,, _■..........■■............... NM .... ..._........I ....II .,I■■ IIIIIIIIIMIIMINI 1 .6: ;mil . . i 2ffiAlly31_113 1 II ...„ ., I MI II u— - �I - �1� SECTION 1 L 1 T.O.R 338.3' 115 NEWELL AVE 4-TOP OF ROOF +342.30' --UPPER FLOOR FF +326.60' 4-MAIN FLO +315.60' CELLAR FF +304.60' TOP OF ROOF + +330.63' UPPER FLOOR FF 4- +318.13' MAIN FLOOR FF 4- +307.05' CELLA +79 0 0 11111111111111111111 IIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111111111111111111111111111111111111 1III111111111111111111III111111IIIII111111IIIIIIIIIIIIIm111111IIIIIIIIIIIIIIIIIIIII mininumilinumuniniminninimuniumininimuninim 1. .....■............... ...................... ............MUMMUMMUMMUMMUMMM ......... ..................... ...................... ■ 1.1IM .Unnio� • ■■■■■■■■■■■■ ■■■■11■■ 1MIMEO .......11TI T 1 ABBE 1■■■■■. ..M.. I...... 1■■■■■■ H [1 1■■■1■■ .._.. III •II■II■■ SECTION 2 r L II II 1 II 1 II 1 _l1__L 4- TOP OF ROOF +339.00' 4- 2ND FLOOR FF +319.75' 4- 1ST FLOOR FF +308.75' TOP OF ROOF 4- +339.00' 2ND FLOOR FF 4- +319.75' 1ST FLOOR FF +308.75' (E) 6' FENCE (E) 6' FENCE SECTION 3 4- TOP OF ROOF +346.50' UPPER FLOOR FF +333.13 MAIN FLOOR FF +322.30 4- CELLAR FF +311.30 T.O.R 348.9' 123 NEWELL AVE T.O.R 342.7' 119 NEWELL AVE SITE SECTIONS SCALE 1/16" = 1' - 0" 11004. •� z W V1 Ikea Qmi ti •; 0 ti •,%i iota • a • W [mi • pc7i 744 z CAMARGO 1 I 1 I & ASS(3MIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn M C, KG, D P 1 SI .3 sheet rev. POURED IN PLACE STAINED CONCRETE SITE RETAINING WALL (TYP.) TYPICAL HORIZONTAL WOOD FENCING E04 (E) PINE 85.20' ONE STORY APN 409-24-029 12,005 SF ADDR: 175 NEWELL AVE LOS GATOS, CA 95032 TWO STORY APN 409-24-028 12,008 SF ADDR: 179 NEWELL AVE LOS GATOS, CA 95032 ONE STORY APN 409-24-027 13,105 SF ADDR: 183 NEWELL AVE LOS GATOS, CA 95032 = LOW EVERGREEN MEADOW AND ORNAMENTAL GRASSES AND GROUNDCOVERS = MIXED PLANTINGS OF LOW SHRUBS, PERENNIALS, AND GROUNDCOVERS = EXISTING PRIVACY HEDGE TO BE TRIMMED (-) TO 2' ABOVE FENCE HEIGHT b:L:: N26°45'40"E SYMBOL COUNT COMMON NAME T-1 4 EVERGREEN CHINESE ELM T-2 6 CHINESE PISTACHE, MALE VARIETY T-3 12 WATER GUM T-4 5 RIVER BIRCH T-5 8CAJEPUTTREE E-01 E-02 E-03 E-04 1 ITALIAN STONE PINE 1 JAPANESE MAPLE 1 JAPANESE MAPLE 1 ITALIAN STONE PINE TREE SCHEDULE BOTANICAL NAME ULMUS PARVIFOLIA `SEMPERVIRENS' 24" BOX (8-10') 40' PISTACHE CHINENSE 'KEITH DAVEY' 24" BOX (8') TRISTANIOPSIS LAURINA `ELEGANT' LOW BRANCH 24" BOX (7-8') BETULA NIGRA `DURA HEAT' 24" BOX (9-10') MELALEUCA QUINQUENERVIA MULTI -TRUNK 24" BOX (10') SIZE/INITIAL HEIGH1MATURE SIZE PINUS PINEA ACER PALMATUM ACER PALMATUM PINUS PINEA EXISTING EXISTING EXISTING EXISTING 30+' 25' 40' 30' 50' 20' 20' 50' E01 (E) STONE PINE 105.00' -. v v 16,9.30�''��nr�n°� 2ND FLOOR F.F. 333.1 1ST FLOOR F.F. 322.25 CELLAR F.F. 311.3 (3,785 SQ. FT.) -0 00 �L'' v (E) JAPANESE MAPLES LANDSCAPE PLAN AREA TO CONGES PRIVACY ILL IN WITH XYLOSMA UM TO MATCH EXISTING YLOSMA HEDGE L; N26°45'4 Winchester Blvd. 2ND FLOOR F.F. 326.6 1ST FLOOR F.F. 315.6 CELLAR F.F. 304.6 (3,592 SQ. FT.) 126.02' u U U U L7- C) JU U U LTU 7 UuU 2ND FLOOR F.F. 318.1 1ST FLOOR F.F. 307.1 CELLAR F.F. 296.25 (3,218 SQ FT.) -0 NL Z- (11 q Oo CO w 0 ES5 SCALE 1/16" = 1' - 0" 4.1 cin 4.4 Ikea Qmi ti 0 z ;■I • ry ti 064 •*4 rM Aml ci) • elow [ri col Ww E-1 • • tup cy;3, z CAMARGO ■I� & ASSOVIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn M C, KG, DP LS-1.0 sleet 16'-9" / 7'_7" 62'-3" 16'-4" 21'-7" / B th Master Bath / // /Master Bdin / // / / / / / 1 / N Elevator o Closet /m Bath Hall Closet Bedroom Hall / pen Below / / / / / Open Below /^\ Bath Closet / / / \ / / \ / / Bedroom \\ 10'-4" 6'-6" 6'-1" 14'-7" 9'-11" 2ND FLOOR PLAN 19'-5" N LIVING UPPER FLOOR ISOMETRIC 1822 SQ FT / 4'-5" / 00 A N 24' 6'-8" 50' 10' 22' N O P e r. B e to W Porch Garage Landry TT N Elevator Kitchen Great Room Entry Dining • 000 Entry 13'-7" U P Closet -J Powder oom 00 7'-4" 7'-9" Open Below 24'-3" 6'-6" 6'-1" 14'-6" 9'-10" 19'-7" 80'-8" 1ST FLOOR PLAN M CELLAR PLAN LIVING MAIN FLOOR ISOMETRIC 1770 SQ FT LOT 1 — FLOOR PLANS 1817 SQ FT CELLAR ISOMETRIC SCALE 1/8" = 1' - 0" 4 16 0 2 8 ft 32 CIO 1-1 HP-1 O r 0 4-1 4 ti z cy;3, • CA CA z CAMARGO ■mi & ASSOVIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn MC, KG, DP A-1.1 4 sheet rev. 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SHINGLE ROOFING TYP. BOARD & BATTEN SIDING SECTION A - A WOOD TRIM ALUMINUM CLAD WINDOWS TYP. ,[lk TOP OF ROOF +342.30' -` UPPER FLOOR FF +326.60' En 1■■■■1 ■■■■■ I■■■■I a1■■■■L 1■■■11■■■■■■■■■ 1■■■1 1■■1 I■■■■■■■■■■■■■11■■■■I ■■■I I■■■ 1■■■■■■■■■II■■■I I■■I I■■■■■■■■■■■■■II■■■■I ■■■I I■■■ I■■■■■■■■■IE■■■ ■■I J■■■■■■■■■■■■■II■■■■■■■■■■■I INEENNEENNENNEENNEENNEENNENNENNEENNENNEENNENNEMENNE 1■■■ ■■■■11■■■■■■■■■11■■■■1 ■■11 �...III■.■IIII■■■II I El ............'....1MMI E1I 1■■■I ■■■■II....■■■■■II■■■■ 1■11 I■■■■I 1■■■■■■■■■■■■■11■■■■■■■■■■■ I i i 1 II 1 i i IMBUE ME INEN111I1 I■■■11■■■■I •� 'Mill 11 I■■■■■■■■I I■■■1111 I■■■■■■■■■■■■■■■■■■III 11 I■■■■■■■■■■■■■■■■■■111 milimmun ■■ IIII ■1.■■■■■■1111■■■ II I II 1 II 1 II_ Q IEEE! 11■■■ ■■■I I1■■■ I■■■I 11■■■ FRONT ELEVATION I■■■■■■ ■■■■■■■ I■■■■■■ ■■■■■■■ I■■■■■■ 11111 IIIIIII 111 I11 IIIIII IIIIIIIIII J■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 1■■■11■■■■■■■I ■■IIII■■■■■■■■I 1■■■ 1■■■■■■■I ■■III ■■■■■■■■ 1■■■ 1■■■■■■■I ■■III ■■■■■■■■ 11■ a'wi1laiwiawwwela —? I■■I 00 0 N SOLAR PANELS I■■■■■■■■I ■ I■■■■■■■■■ r I■■■■■■■■I ?■IE-■■■■■■■■■■■■■ 0■1=■■■■■■■■■■■■■III __■_; _ ■■■■■■■■■■■■■ ------------■■■■■■■■■■■■I 1■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■I 1■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■I 1■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■I ■■■■■■■■■■■■■I ■■■■■■■■■■■■11■■■■■■■■■■■■■■11■■■■■■ ............Ii....■....■.■■■I1■■■■■1 I■■■■■■■■■■■■I ■■■■■■■■■■■■I I■■■■■■■■■■■. ■■■■■■■■■■■ II I.....■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■I■■■■■■■■■■■■■■■■■■■r•••••••••••9■■■ ■■1■■■■■■■■■■■■■■■■■■■ ■■■I ■■I■■■■■■■■■■■■■■■■■■■ 1■■■ ■■I■■■■■■■■■■■■■■■■■■■ ■■■I ■■I■■■■■■■■■■■■■■■■■■■ ■■II■■■■■■■■■■■■■■■■■■■ REAR ELEVATION LOT 1 - ELEVATIONS - SECTION 0 0 N MAIN FLOOR FF +315.60' CELLAR FF +304.60' TOP OF ROOF +342.30' UPPER FLOOR FF +326.60' MAIN FLOOR FF +315.60' itgi TOP OF ROOF +342.30' -i` UPPER FLOOR FF +326.60' MAIN FLOOR FF +315.60' SCALE 1/8" = 1' - 0" 4 0 2 16 s ft 32 z 0 I--1 H Ikea z4, ti .- 0 z ti Voiftel • •,•• w • • N • [ri [mi z • • 711, z 1-1 CAMARGO 1 & ASS(3MIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn M C, KG, DP A-1.2 I s ee 79'-3" 10'-8" 3 8'-4" 30'-3" re 00 1-1 16'-9" 16'-11" Bedroom r / Hall Open Below / 6'-11" o \J CE Bath oo Closet Closet Bedroom \ Bath 20'-9" / 11'-1" 1'-10"/ 2ND FLOOR PLAN LIVING UPPER FLOOR ISOMETRIC 1050 SQ FT \ \ \ \ \ \ \ / Porch\ L \ Garage N > / • It►% set Great Room Bat I/ Open Below 0) Kitchen Hall DN Open elow Entry Dining Master Bedroom Closet W Bath Laundry el Study A Front Porch Front Porch 6'-5" 9'-8" 9'-1" 13'-3" 1ST FLOOR PLAN 8'-8" 14'-2" 7'-4" / LIVING MAIN FLOOR ISOMETRIC 2735 SQ FT LOT 2 - FLOOR PLANS N 39 23'-8" P Bath %°\ Storage Rec Room 12'-5" Workout Room 7'-8" 14'-2" 7'-9" Bath Closet Bedroom Lightwell / 6'-5" 9'-3,, 24'-7" 6'-9" 21'-6" 68'-7" CELLAR FLOOR PLAN / N 2001 SQ FT CELLAR ISOMETRIC SCALE 1/8" = 1' - 0" 4 16 0 2 8 ft 32 N W 0 4-4 ti •- cf) W 0 • . N •N Ww E�• cv;),, • 44 z 44 CAMARGO ■mi & ASSOVIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn MC, KG, DP A_2•1 sheet rev. DD D .. 14 air Y 1111 ■r ■ Y iiL�lii��.ri rL ►■ram■����■r��Y..�Y u, n„ Ai ;l`Dpp�•��r� O�Dp'p.LY�.:Y ►1■tri ►fir im11-Cloo CIA. I:Am lit kla1■lrl f.7, *AU CI\ Il',n' I I i --_ -_� p.�♦-_♦_♦i ♦-_i♦-_ -_♦ �_-_��_-_-_�_-__-_�_-_�_��•=�♦-Opp i♦�♦��♦ _ ~..==..=....=.....~......~=..._.t..t.._11.1........'•-%..i...o...oi..,:.(.w6e..........).......%......‘..1 �_=__=__=_==_=__�-•�`%�ii♦♦_�� �� �♦_� � � _=-_ _�i-_i♦♦♦' �"i. ____--��►� n��ll r % �:......_ _ �' •`i :r?*..Zi. - ♦ ♦♦ ♦r :♦♦� ♦per-♦ ___-i iii-i_-i �� � �� ACC\ �\\\C�c..._.._..__.._._...__.__..__...___._.__....__._._..._..._..__....__i._._..._._. 1.�����'—�� � �i♦i--ii--i�ii-i% ♦♦AC0C�C\CCC\\\���1.4.141IIII -♦♦♦♦ ♦_♦♦ ♦♦ ram..\\..\\. \\\C\III\ \_—.•.i♦-ice♦-i_�♦—..—— i ...... �_♦� �� 11.��"C4� r• r r r— r ■ I 1 Y — n D ■� Y — \ ■ r� ■ i.. rr DD 1 i — ♦ -- V -._ i ►..�_.- Df1r��_ 1►.,_-. ■�� —ram r .��_ ISOMETRIC 671 ■r Y i ��lj �l■ir�:.rTi all -.-rd- �I �,Q �I�Yr- YI'-Y���1 ir'ii YI-�-�I�,Y.-_ i �,. u..r -1 i, ...,1�■,1� _: )apapaUDapa�papa�papa�Dan D ID Du of■flap 1• : NI _■1 Ilki. D DOD DOD D D DOD DOD DOD DOD DODODp WIrn ffirnir�r�rvr� z,kri�ir icrary�r� rr2:1-1 rr�r��rrr�r��C r,.,l..�.,r...,r, i.,.1:.,r.:.r.,i r,..r,:.r:u,r, rr,r,,,I■.:-a RIGHT ELEVATION i II.,Yi�r1Y :r1Y:•VagInifam� 1�1■'�`�I■1�r1�1■1� 1Y :I� Y` -G a` rP!Wig,r J ij. .rormrnrnrnro•�r�r r Ir1r•r1111 1 wr�r�D�D�D�D�D�■o■o■fDfDfD�Df LEFT ELEVATION COMPOSITE SHINGLE ALUM WOOD WINDOWS BOARD & BATTEN SIDING STONE WAINSCOT IIIII IIIIII., II■. I_III .7iu,1�11/�i,1�u%,I holmr11r11r•Y 1 D• it r r rlr rl_rrrlrl_nrn n �i ini nT.uu n1 1Tn1 i rpr.-a, JM)� �IiIr,1iIU1r1Iiu 1 TOR- 10 N NG FG • • • •I///�i i ivwvvvwwvwwwvvwwwwwwwvvwwwvww'vvwww-. -4,vv I �II II I�11!� ■ .1 IIIIIINII I�. I IIIIIIIIIII i , I. i ./......./ �II. II/ �Ir <II'��III: ���II`��I ii,iIil1fl1u!1 `IC: •�O��O��O��O�/O��O��O�/O�/O�/O��O�/O�/O�/O��O�/O�/O�/O��O��O�/O�/O�/O��O��O�/O�/O��O�/O�/��/O�/O��O�/O�/O/O�/O��O�/��/O/O�/O�/��/O�/O��O�/O��O��O�, SECTION B - B FRONT ELEVATION IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LIIIIII .••.,.,�Allah . �.1... MI. �. ■Y;ia.Y.t&MTV ■Y1-�■Y;�Gr.`i4. �. r� DODO■O■ ■pop■ ■O■ MP OD ■pop■O■pop■ ■Orp pDODODODODO Opt G�COC�O➢C30pt�0➢G�ODC�OpC�CQt�00[�000�OOGa00t�00Ga00r rr r �r,_� r r �,_r'rr YIOOpO�QOOOr���Om�dAUC1��O0m��O0m��ODO4�■1r,■• ■1�■�.. 1� 1 1�■1 ■1�■1� DDDDDODDDODOD DOD DEC DDDDDODODODDDp■�r�D�r�D�rpDO 1„„„„, „,„, ��°�� om��°�m°�� °"° liiiiio1lllIIIIIIIIIIIIIIII 1,�r1'�r■� ■1/� ■���r1N/111.10.r101r/iiir1r:rTl�r1 �I■/���YII�� REAR ELEVATION �.irJ.r.,► LOT 2 -ELEVATIONS - SECTION TOP OF ROOF +346.50' UPPER FLOOR FF +333.13 MAIN FLOOR FF +322.30 CELLAR FF +311.30 TOP OF ROOF +346.50' UPPER FLOOR FF +333.13 MAIN FLOOR FF +322.30 TOP OF ROOF +346.50' UPPER FLOOR FF +333.13 MAIN FLOOR FF +322.30 SCALE 1/8" = 1' - 0" 4 0 2 16 s 32 z 0 I--1 H N L) � W twwi Qmi ti •- 0 z cs) ti •� w • • • • [ri [mi • pima 644, • pc7i z rz CAMARGO f & ASS(3MIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/20117 project 2013-20 drawn M C, KG, DP A-2 • s ee 77'-7" 28'-3" 49'-4" N N 00 col I\ /' /J \ \ / / Porch / / // \ / Dining / / J / / / Balcony \/ \/ '�Ia11 P ' DR DN it se i \\o Hall 11111111 elow ■ C� Bath \Entry// \ \ Great Room \\ \Bedroom 17'-4" 13'-5" 18'-4" 2ND FLOOR PLAN 17'-11" LIVING 2ND FLOOR ISOMETRIC 1908 SQ FT N ti bi'-4" 101-1" N ti 7'-11" 28'-4" CO cm N N Closet 14'-8" UP Master Bath Elevator 16'-9" 13'-11" 7 ti Closet -0— Master Bdrm Porch Hall Closet Bedroom Stairw e 11 Bath up Closet Bedroom 0 13'-10" 19' 13'-10" /( 5'-11" 14'-11" 67'-7" 1ST FLOOR PLAN 1ST FLOOR ISOMETRIC LOT 3 - FLOOR PLANS LIVING 1693 SQ FT Jv SCALE 1/8" = 1' - 0" 4 16 0 2 8 ft 32 rn H a 0 4-4 W ti 0 ti Co) . • imme Ww E* • vc;i • z CAMARGO ■mi & ASSOVIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn MC, KG, DP A.3,1 sheet rev. IIi 1111 ■� == M. di =. -= � =ja \ II II =;. __== _________ III I■■ ■II■UIII 1■111 ----------- i.■■■.■■■■■■.■INININININININ ............NIN- ISOMETRIC ■■■■■■■■■■■P■■.■■■■■■!■■■■■■■■■■■■■■IIN■■■ ■■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■ INNENNENNENNENN ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■1 ■■■■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ RIGHT ELEVATION ■■■■■■■■■■■■■■P....oN■O...,■■■■■■■••.■■■■. ■■■■■■■■■■■■■■■ ■■ ■■■■r''.■■■■ ■■■■■■■■■■■■■■ ■ ■■■■ ■■M ■■■■■■■■■■■■■■■ ■■ ■■■■ / . ■■■ ■■■■■■■■■■■■■■ ■.■■■■■■■■ ■■M NENNENNENNENNE■ ■■■■■■■■■■■■ NM ■■■■■■■■■■■■■■... ■■M ....,■■■■■■■■P ■■■■■■■■ iiiiiiIN ■■■■■■■■■■■■■ I■■■■■■■■■■■■ ■■■■■■■■■■■■■ LEFT ELEVATION WOOD WINDOW TRIM TYP. - TOP OF ROOF +337.90' 2ND FLOOR FF +319.75' 1ST FLOOR FF +308.75' FG 308.25' SECTION C - C ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■I■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■I■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■I■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ .r/�■■■■■■■■■■1\ .d■■■■■■■■■■■■■■■■■■IIIImb- !!■■■■■■■■■■■■■■■■■■II■■ ■■■■■■■■■•.--.uu■■■■II■■ ■■■■■■W' n■■■II■■ ■■■■■■ MIME WM MINE ■■■■■■ — _ _ MINN ■■■■■■ MINE ■■■■■■ MIME MIME MINN ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■ I■■■■■■■■■I ■■■■■■■■■ ■■■■■■■■■■I ■■■■■■■■■ ■■■■■■■■■■I ■■■■■■■■■ FRONT ELEVATION CV Co ■■■■■■■■■■■■■■.■■■■■■..........'■■■■ 1■■■■■■■■■■■■■■■■■■■■■I �I■■■■■ ■■■■■■■■■■■■■■■■■■■■■■ n ■■■■■■■■■■■■■■■II■■■■■■1 I ■■■■■■■■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■I ■■■■■■■■■■■■■■ ....... REAR ELEVATION ■■■■■ ■■■■■■ I■■■■■ ■■■■■■ I■■■■■ ■■■■■■ I■■■■■ LOT 3 - ELEVATIONS - SECTION TOP OF ROOF +337.90' 2ND FLOOR FF +319.75' TOP OF ROOF +337.90' 2ND FLOOR FF +319.75' 1ST FLOOR FF +308.75' SCALE 1/8" = 1' - 0" 4 0 2 16 z 0 I--1 H M L) ti •- 0 z U ti .� w •• • • [ri [mi z • • z 1-1 CAMARGO 1 1 I 1 & ASS(3MIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn M C, KG, DP A3.2 s ee 24'-1" 16' 9'-7" 15'-7" 2'-2"/ 72' rev. 13'-4" 14'-5" Balcony 7 • Bath 1 pen Belo 15'-6" N / Open Below / rn 0 / Bedroom Balcony Balcony 14' 3" _J 5' 14'-7" 15' 42'-10" 2ND FLOOR PLAN ;711- N M LIVING 556 SQ FT 2ND FLOOR ISOMETRIC N 00 3-1 \� Study r Porch L Garage Bath 4\1 \ Bath Entry / / i/ / // j • / Dining 7 B 1 DN rn Laundry L / Hall Closet Hall /Master Bath wCI -1 Hall / / Master Bdrm Family \_c_ Kitchen Porch N pen Below 15'-4" 22'-6" 18'-3" 1ST FLOOR PLAN 11'-5" 00 LIVING 1ST FLOOR ISOMETRIC 2663 SQ FT 24' 1" 16' col Garage , 15' 7" 6'-8" Slab P • Bath r Hall U P WORKOUT ROOM Closet Closet • Bath REC ROOM COVERED PATIO Bedroom 11' 5" 4'-6" — 0 i�� SI ab U 3051 13' 7" 18'-4" 47'-11" CELLAR FLOOR PLAN LOT 4 - FLOOR PLANS 1515 SQ FT CELLAR ISOMETRIC SCALE 1/8" = 1' - 0" 1. 0 2 4 16 8 ft 32 O r� 0 4-1 Ikea ti •- pz4 • ct 0 ti a lutasse • a • \/1 • [ri [mi 01044,4 •,V rt c:;31 z CAMARGO & ASSOIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn M C, KG, DP A-4.1 s ee rev. ----------------------------------------- -- Liztr, -------------------------------------------------------------------------------------------------------- '''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' '''' 74.44:4 „4,74 444, III_loll _ IIIIII _ ■■ _''''''''''''''''' '' ISOMETRIC 11IIIIIIIIIIIIIIIIIIIIIIIIII1III1ppppppppppjljpllllllllllllllllllllllll1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIpppppppppppllllllllllli IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIHHIIIIHIIIIU!I • 11111 1 RIGHT ELEVATION IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LEFT ELEVATION SECTION D - D COMPOSITE SHINGLES ALUM WOOD WINDOWS BOARD & BATTEN STUCCO ffllflllhllll i!�iii!ii1111 IIIIII�, IIIIIIIII `1 11 1 IIIII FRONT ELEVATION IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IlillillllllllillllillllliiillllllillillillllilllllilllliillllillllliillllllliIIIIi! 1 1 11111111 111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111.1111111111A1111111111111111111111 unuunI. ==== ii iE IE ii ii REAR ELEVATION LOT 4 - ELEVATIONS - SECTION TOP OF ROOF +330.63' UPPER FLOOR FF +318.13' MAIN FLOOR FF +307.05' CELLAR FF +296.25' TOP OF ROOF +330.63' UPPER FLOOR FF +318.13' MAIN FLOOR FF +307.05' TOP OF ROOF +330.63' UPPER FLOOR FF +318.13' MAIN FLOOR FF +307.05' SCALE 1/8" = 1' - 0" 4 16 z 0 I--1 H 71- L) Qmi ti .- 0 IPP [ri z Ct ti Ate • • 44 [mi • At ITJ z CAMARGO f i I i & ASS(3MIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 03/2/2017 project 2013-20 drawn M C, KG, D P .1_31.4 A► • s ee i 0 0 RI, Sc 69 6 to — CS 10 250.00 D=56°56° 20 NT, so 1 5.00' POLE & LINE EASEMENT PER B5024 P541 2000', p,P No- 0 O ui O / nc SS OS OS SS (60' kl/iQ'e Public RO M R=22.0 00 P=28°51.'40" _ • • • N. • Os PQ\� �;)O P \N�G\' P�\� SS\G\�p NP �� Q\Q� 0 3\� L=11.46 R = 5.5 0' - 5°45'16" -300 RECIPROtA � .D AND i �� UTIVZY EASEMEN f x r I Q\(P N (,; g1 p2 O O • • • • • LOT 16,188.63 0.372 a • • • • • \\ • • 1 1 1 sq ft. res 10' SYSB 10' SYSB L w In • 111.00' A� �,2\ S63°14 20"E 0 LOT 2 16, 286.75 sq.f p,00-2\�8218��\l Ns2 0\2' 6\ \5-\ \sP \1\NG 0.374 acres 1 1 1 1 I O ° III sow - SD cD `88 ' L 0 50•3600 15,00„ 96'w_ w SD 34.00' S63°14'20"E' S63.14'20"E X� \ 15' SYSB — L 16.06 41 III_ • \ In \\�\ I I I 4.00' 4#1/ \ N 42:5 P\i'\'°- IIs1� 31 1 \ r 4 1 ,11\5 08,\ sf ,% \Q.301 q\cres `- \ 10' SYSB L f t 1 1 rC -6` \ 1 N\ r63°1420'W f 1 10' SYSB ' I ,i_ \ ' LOT 3 14,'471.61 sglft. 0.332 acres\ 41 1 1 - 11\- 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 03 N26°45'41 "E • • 66.00' S63°14'20"E L=31.42' R=20.00' A=90°0'42" 70.00' TO CL / CO 4.00' DEDICATION 458 P125 70.00' TO CL BENCHMARK ELEVATIONS ARE BASED ON THE TOWN OF LOS GATOS MONUMMENT NO. LG13, 200'± NORTH OF LARK AVE ON OKA LANE. ELEV 268.99'. BASIS OF BEARING THE BEARING OF THE EASTERLY LINE OF TRACT NO. 1651, CASTLEVIEW HEIGHTS, (S 27°05'40"W) AS SHOWN IN BOOK 66 OF MAPS AT PAGES 30 AND 31, SANTA CLARA COUNTY RECORDS WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. SCOPE OF WORK EXISTING BUILDING AND SITE IMPROVEMENTS TO BE REMOVED. SELECT TREES TO BE REMOVED, WITH TREES ALONG THE WESTERLY AND SOUTHERLY PERIMITER OF THE SITE TO BE PROTECTED AND PRESERVED. FOUR NEW SINGLE FAMILY HOMES ARE TO BE CONSTRUCTED ALONG WITH A PRIVATE ACCESS ROAD. NEW UTILITIIES TO BE CONSTRUCTED TO SERVE THE NEW RESIDENCES. NEW SITE WALLS AND LANDSCAPEING TO BE PROVIDED. LEGEND EXISTING PROPERTY LINE PROPOSED PROPERTY LINE EASEMENT LINE BLDG SETBACK LINE -N- PROJECT SITE SOUTHERN PACIFIC RAILROAD LOCATION MAP SCALE: 1" = 500'± 4,1 TENTATIVE MAP FOR A FOUR LOT PARCEL MAP APN 409-24-026 A PLANNED DEVELOPMENT IN THE TOWN OF LOS GATOS COUNT)/ OF SANTA CLARA STATE OF CALIFORNIA BEING THAT PARCEL PER RECORD DOCUMENT #2013-22465338 AREA = 60,062.07 SQ FT, MORE OR LESS = 1.379 ACRES, MORE OR LESS GENERAL NOTES PROPOSED SUBDIVISION NAME OWNER/SUBDIVIDER CIVIL ENGINEER ASSESSOR'S PARCEL NUMBER EXISTING USE PROPOSED USE EXISTING ZONING PROPOSED ZONING GENERAL PLAN DESIGNATION WATER SERVICE SEWER SERVICE POWER AND GAS PROVIDER TELECOMMUNICATION PROVIDER CABLE TV PROVIDER zr- ELKS PLACE TANGOPAPA DEVELOPMENT CO., LLC LOS ALTOS, CA CARROLL ENGINEERING, INC. 1101 SO. WINCHESTER BLVD, SUITE H-184 SAN JOSE, CA 95128 409-024-026 PRIVATE LODGE FACILITY (ELKS) SINGLE FAMILY RESIDENTIAL R1:12 R1:12-PD (PLANNED DEVELOPMENT) LOW DENSITY RESIDENTIAL (0-5 DU/ACRE) SAN JOSE WATER COMPANY WEST VALLEY SANITATION PG&E AT&T COMCAST TOTAL PROPOSED NUMBER OF LOTS FOUR TOTAL ACREAGE 1.379 THIS SUBDIVISION WILL CONFORM TO THE STREET TREE PLAN OF THE TOWN OF LOS GATOS THE NEW STREET NAME, ELKS PLACE, IS PROPOSED WITH THIS SUBDIVISION MEASUREMENTS: SHOWN IN FEET AND DECIMALS THEREOF (200.00') ABBREVIATIONS FYSB RYSB SYSB EVA PSE FRONT YARD SETBACK REAR YARD SETBACK SIDE YARD SETBACK EMERGENCY VEHICLE ACCESS PUBLIC SERVICES EASEMENT cit ctt 11 Ea lad ch cn CL UU LLI a 4- LU California APN 409-24-026 0 0 1-4 REVISIONS DATE DESCRIPTION CERTIFICATES AND APPROVALS DATE: FEB 28, 2017 SCALE: AS SHOWN DRAWN BY: RM DESIGNED BY: RVH CHECKED BY: RVH COPYRIGHT 2017, ALL RIGHTS RESERVED SHEET T M 1 PROJECT NO. 1987 UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. i — OS R 250 00 D=56°56° 20 N O CO N 5.00' POLE & LINE EASEMENT PER B5024 P541 0 O In O 2c30 ZOOo', PP P\P� \'p\p.0 of \ \� ° \5 1 f k rn CO N26°45'40"E 0 0 6 SS OS SS OS M (60' ode Public ,4O� OS • • • RECIPROtALL , ROAD AND UTIV\TY EASEMENT Q,(`e S31 °2 LOT 1 E 16,188.63 —sq f•t. 0.372 acres V' m 0 N 111.00' S63°14 20"E SYSB *I °;ZOP \NP��NG\'� \G\JP \ �S�� P\I\O °F\PG 6, 03� Fp � 1pP L.=11.46 R\25.50' ` a .—25°45'16" 0 1 • 0 LOT 2 - 16, 286.75 sq.ft. � �01g82\8�\,`l PQN \2� �12 \S� \'\2 N2 �� \5-\\ \NG 0.374 acres \ O M 0 SDI SS ` - SD `gg 36' L R 0 50•00 00„ 96` 0,••Y, w SD 34.00' \ \ \ \ ` 13,11\5 08,\ sf ,% \ `Q.301 a\cres \ \\ \\ \\ \ \ \\ \ \ \\ \ \ \ 1n' K1'R 125.00, \ N63°14'20W 0' SYSB S63°14'20"E' \›))\ c \ 28 o �a- s D, O D, p v> �00 20c ��G\A � 2000" \ LOT 3 14;471.61 sq.ft. 0.332 acres\ L 1 N26°45'41 "E 20SQ\� o °6 s\N � b tt\- 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 7 in — z x 0 66.00' S63°14'20"E 70.00' TO CL mf-• zer 4.00' DEDICATION 458 P125 70.00' TO CL I� BENCHMARK ELEVATIONS ARE BASED ON THE TOWN OF LOS GATOS MONUMMENT NO. LG13, 200'± NORTH OF LARK AVE ON OKA LANE. ELEV 268.99'. BASIS OF BEARING THE BEARING OF THE EASTERLY LINE OF TRACT NO. 1651, CASTLEVIEW HEIGHTS, (S 27°05'40"W) AS SHOWN IN BOOK 66 OF MAPS AT PAGES 30 AND 31, SANTA CLARA COUNTY RECORDS WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. SCOPE OF WORK EXISTING BUILDING AND SITE IMPROVEMENTS TO BE REMOVED. SELECT TREES TO BE REMOVED, WITH TREES ALONG THE WESTERLY AND SOUTHERLY PERIMITER OF THE SITE TO BE PROTECTED AND PRESERVED. FOUR NEW SINGLE FAMILY HOMES ARE TO BE CONSTRUCTED ALONG WITH A PRIVATE ACCESS ROAD. NEW UTILITIIES TO BE CONSTRUCTED TO SERVE THE NEW RESIDENCES. NEW SITE WALLS AND LANDSCAPEING TO BE PROVIDED. LEGEND EXISTING PROPERTY LINE PROPOSED PROPERTY LINE EASEMENT LINE BLDG SETBACK LINE CURB -N- PROJECT SITE SOUTHERN PACIFIC RAILROAD LOCATION MAP SCALE: 1" = 500'± fF TENTATIVE MAP FOR A FOUR LOT PARCEL MAP APN 409-24-026 A PLANNED DEVELOMENT IN THE TOWN OF LOS GATOS COUNTY OF SANTA CLARA STATE OF CALIFORNIA BEING THAT PARCEL PER RECORD DOCUMENT No. 22465338 AREA = 60,062.07 SQ FT, MORE OR LESS = 1.379 ACRES, MORE OR LESS GENERAL NOTES PROPOSED SUBDIVISION NAME OWNER/SUBDIVIDER CIVIL ENGINEER ASSESSOR'S PARCEL NUMBER EXISTING USE PROPOSED USE EXISTING ZONING PROPOSED ZONING GENERAL PLAN DESIGNATION WATER SERVICE SEWER SERVICE POWER AND GAS PROVIDER TELECOMMUNICATION PROVIDER CABLE TV PROVIDER ELKS PLACE TANGOPAPA DEVELOPMENT CO., LLC P.O. BOX LOS ALTOS, CA CARROLL ENGINEERING, INC. 1101 SO. WINCHESTER BLVD, SUITE H-184 SAN JOSE, CA 95128 409-024-026 PRIVATE LODGE FACILITY (ELKS) SINGLE FAMILY RESIDENTIAL R1:12 R1:12—PD (PLANNED DEVELOPMENT) LOW DENSITY RESIDENTIAL (0-5 DU/ACRE) SAN JOSE WATER COMPANY WEST VALLEY SANITATION PG&E AT&T COMCAST TOTAL PROPOSED NUMBER OF LOTS FOUR TOTAL ACREAGE 1.379 THIS SUBDIVISION WILL CONFORM TO THE STREET TREE PLAN OF THE TOWN OF LOS GATOS THE NEW STREET NAME, ELKS PLACE, IS PROPOSED WITH THIS SUBDIVISION MEASUREMENTS: SHOWN IN FEET AND DECIMALS THEREOF (200.00') ABBREVIATIONS FYS B RYSB SYSB EVA PSE FRONT YARD SETBACK REAR YARD SETBACK SIDE YARD SETBACK EMERGENCY VEHICLE ACCESS PUBLIC SERVICES EASEMENT E 0 0 0 0 0 0 O 0 0 na J I�IJ � W _ Ea lad ELKS PLACE V) 0 1- LL Z � O Z V LL WCL O O J CC LL CL CL aZ w LC) I- r 1- W 1- California APN 409-24-026 0 0 1-4 REVISIONS DATE DESCRIPTION CERTIFICATES AND APPROVALS DATE: FEB 28, 2017 SCALE: AS SHOWN DRAWN BY: RM DESIGNED BY: RVH CHECKED BY: RVH COPYRIGHT 2017, CARROLL ENGINEERING ALL RIGHTS RESERVED SHEET TM-2 PROJECT NO. 1987 UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 0: \1987 Elks Lodge\_DWG\1987_TM.dwg 2-28-17 01:17:12 PM robert - as - KEY NOTES 0 C 0 T c N E N 0 -t U •- 0 0_-0 c 0 0u 0 U C O U 0 aL 0 0 U � U t 0 T L o a L 0 0 C LO 0 c Q, C O U 0 0 N 0, 0 0 N 4) 4) 0 C 0 0 U 7 0 0 U L 0 0 U 0 O E o • c 0 0 0 U • E C O 0 TC 305.30 FL 304.8± M - (ME) N r7 II �p 0, MATCH SS PROPOSED CURB, GUTTER, & SIDEWALK PER TOWN STANDARDS M 10.8% E 10.0% LOT 1 MAIN FLOOR 315.60 UPPER LEVEL 326.60 CELLAR 304.60 SD INLET (TYP) TW 318.5 FW 318.1 2 0.01 (60' 0) NTC 297.80 8. 4 3\ PORCH 322.05 1 %E 318 /VG' frkW de VALLEY cur i. 316 LO CO /C 30' SIGHT TRIANGLE 6.39• ow PROPOSED CURB RAMP PER TOWN STANDARDS TC,P 308.76 312 0.02 TC,P 312.29 0.02 \ 0.02 Os 308 310 314 316 SSMH w \ 2q(E) ov SDMH PROPOSED CURB RAMP PER TOWN STANDARDS - TC 294.30 AFL 293.80 2. 7q(E) \ 2.99; 4 298.14\ FW 2s�� TEP WALL `wQ TW 302.11 c, TW 301.49 0t �P FW 298.00 _2 98 STEP WALL TW 302.831l TW 302.16I FW 299.00 0.02 0.02 8.5' TYP TC 315.81 SEE SHEET C1.2 FOR CONTINUATION 1 30' SIGHT TRIANGLE TC 293.86 FL 293.36 w 0 COVERED DC D(`I 1 10 0 10 20 ( IN FEET ) 1 inch = 10 ft. GRAPHIC SCALE PROPOSED CURB, GUTTER, & SIDEWALK PER TOWN STANDARDS 1.5%(E) 1.9z 31 SD SS LOT 3 MAIN FL OR 319.75 CE LAR 308.75 9.5 1,1 (E) RIM 292.7± INLET TO REMAIN 1.6% TC 293.65 SD INL (TYP) 30' SIGHT TRIANGLE 2.7%( ) N I \� RELOCATE POLE, PULL BOX, AND VALVE PROPOSED CURB RAMP PER TOWN STANDARDS o I A 0) ci m CC C) 11 4 PERVIOUS PAVEMENT - ROAD (3/C1.4) AREA TO BE USED FOR RAINGARDEN/ BIORETENTION (4/C1.4) PERVIOUS PAVERS OR PERVIOUS CONCRETE DRIVEWAY (2/C1.4) GRASSPAVE (1/C1.4) ABBREVIATIONS TW TOP OF WALL ELEVATION ENICH GRADE AT BACK OF WALL FINISH GRADE AT FACE OF WALL BW FW TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION P PAVEMENT ELEVATION SSMH SANITARY SEWER MANHOLE LEGEND CONCRETE PERVIOUS CONCRETE ROAD PERVIOUS DRIVEWAY GRASSPAVE TC 294.45 TC 294.5± (ME) DESCRIPTION REVISIONS w 0 California 0 rr O N Z > ct 0 > (Np N LJ\� O 2 01 2E w > cV Q W 03 W DRAWN BY: DESIGNED BY: CHECKED BY: II 22 SHEET C1.1 JOB NO. 1987 05: 30: 05 PM CO N N C: \Users\Renee\appdata\local\temp\AcPublish_11472\1987_Grading.dwg UNAUTHORIZED CHANGES & USES: The enaineer oreoarina these plans will not be responsible for. or liable for. unauthorized chanaes to or uses of these plans. All chanaes to the olans must be in writina and must be approved by the oreoarer of these olans. SEE SHEET C1.1 FOR CONTINUATION 0 0 w c NE U 00 C 0 L c O a) -o U N c O U 0 aL a)0 _C U t0 T L ° 0 0 c ° O U 0 N N U ° O O N 4) 4) ° c 0 0 U 7 O 0 U Cfc 0 O U 0 o E L O c c 0 0 U • E N c O 0 N MATCHL LO O C N or • INLET (TYP) ®° LC) 2 320.4 TW 325.0 FW 322.5 SD INLET (TYP) 322.05 • 2 TW 318.5 FW 318.1 TW 322.0 SD ILE (TYP) 322.05 TS 322.0 u O• GARAGE FF 314.60 CURB FOUNDATION i 0.01 0.1 LOT 2 MAIN FLOOR 322.30 CELLAR 311.30 BS 321.0 F 320.8 322 32/ O 0) 321.05 3\ PORCH 322.05 u 321.25 GARAGE FF 321.30 S INLET (TYP) • \ \ • 2 318 321.25 • \ 316 CO U • TC,P 308.76 312 0.02 TC,P 312.29 319.49 310 .78 2 00 TC 309. FL 309.i2 TC TC 317.59 FL 317.09 \ \ Joe 37 15.54 TC 318.99 FL 318.49 • \ 2 STEPS \ co r) • a r 306.63 0.0167 1y�0 0.08 0 307.30 TS 307.25 BS 306.25 3103�`� 06 35 TW \3 �Y 3j94 3�4.9 0 r, • 3 STEPS 3 STEPS SD INLET (TYP) LOT MAIN FL OR 319.75 CE LAR 308.75 COVERED 319.5 PORCH r 319.35 • GARAGE FF 319.25 \ \ \ 319.5 LANDING TS 319.25 BS 318.25 • • 10 0 10 20 ( IN FEET ) 1 inch = 10 ft. GRAPHIC SCALE 306.0' � '1.y 3038 8 1 11 308.25 PATIO 308.5 7 310 1WE3p8ALL ) y� 307.83 1W SDJB 075 06.5 •�6) oo O MAT6HLIiJE SD INLET (TYP) P\= cd SD INLET • \' Lo 2 4 KEY NOTES PERVIOUS PAVEMENT - ROAD (3/C1.4) AREA TO BE USED FOR PERVIOUS PAVERS OR PERVIOUS CONCRETE DRIVEWAY (2/C1.4) ABBREVIATIONS TW TOP OF WALL ELEVATION BW FINISH GRADE AT BACK OF WALL FW FINISH GRADE AT FACE OF WALL TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION PAVEMENT ELEVATION SSMH SANITARY SEWER MANHOLE LEGEND CONCRETE PERVIOUS CONCRETE ROAD PERVIOUS DRIVEWAY GRASSPAVE DESCRIPTION REVISIONS LLI CC CL LLJ 0 0 >- 11.1 CL California O co > C13 CO 11 7-1 O I-1-1 1-4 rn rn 0 DRAWN BY: DESIGNED BY: CHECKED BY: CD 0 LLJ 2 CD CL co =uiv)L-Ic cniocNc° c000c: SLC: et- (07 _NC SHEET C1.2 JOB NO. 1987 05: 30: 06 PM CO C: \Users\Renee\appdata\local\temp\AcPublish_11472\1987_Grading.dwg UNAUTHORIZED CHANGES & USES: The enaineer preoarina these olans will not be resoonsible for. or liable for. unauthorized chanaes to or uses of these olans. All chonaes to the olans must be in writina and must be approved by the oreoarer of these plans. L L •� v v- -c a) L o a) .o -v, 3 O o 0.0 CQ) o -v 0 a 0 • O 0 L • C ° 0 U c E o U -° v U •- v 0 O 0 0 ° d) V) o a) U a) 0 a) 0. a) _c U tO T L 0 ° '- 0 c° Q)C o 0 0 -c U • c O a) U cL 0 • 0 0 0 v -° c Cv 0 Cfc 0 v o 0 lc, ID o L_ • E C o a) U PROPOSED SITE o QS RETAINING WALL ± 323.00 (TYP) N EX. GROUND ELEVATION (TYP) ; 323.00 BY I DESCRIPTION REVISIONS 321.00 2% g 0 ,9 a _ r' 321 .00 - - EX. BUILDING 319.00 - __ ;' M EX. GROUND 319.00 -7% ELEVATION (TYP) 317.00 >-zt M 31 7.00 315.00 `" m K' 315.00 313.00 PROPOSED FINISH GRADE r - N `-- - ___________________ -`'------- - 313.00 311.00 ELEVATION P L _______ -------__ 31 1 .00 20.00 309.00 307.00 VC \��� 309.00 307.00 305.00 -15% �`� 305.00 303.00 � .`- 303.00 w 301.00 301 .00 299.00 Q 0 ^ ��_ CO - N 299.00 Y < 297.00 PROPOSED "' >rn CO `N' .r__N a 0--__ 297.00 295.00 FINISH GRADE N N -5%``_�- 295.00 293.00 ELEVATION (TYP) 20.00' ___ 293.00 �TIONS ION e California 291 .00 V(, 291 .00 STA 2+50 STA 3+00 ROAD CENTERLINE STA 3+50 PROFILE STA 4+00 STA 4+50 STA 4+70 329.00 PROPOSED SITED RETAINING WALL (TYP) EX. GROUND � ELEVATION (TYP) SCALE: 1"=10' H ELEVAEX. & V TION (TYP)PL 329.00 327.00 III PROPOSED UPPER LEVEL -F 326.6 327.00 Y PROFILE & SUBDIVI KS PLACI Vewell Aver 325.00 _-_ ---- ---------- SITE RETAINING EX. GROUND 325.00 323.00 MAIN LEVEL FF 322.3 --- -_____ --'-- --------- WALL (TYP) ELEVATION TYP ) 323.00 __________ - GARAGE FF 321.3 - _________ RAIN GARDEN 321 .00 319.00 _ I _ _ ------------ --- -- -- _�___ PROPOSED SITE 321.00 319.00 317.00 ___ ____ �� / RETAINING WALL 317.00 PROPOSED GARAGE FF 314.6 MAIN LEVEL FF 315.6 `. (TYP) 315.00 . 315.00 313.00 FINISH GRADE - R 313.00 ELEVATIONCELLAR (TYP) f 31 1.00 FF 311.3 31 1.00 309.00 PROPOSED �`.. 309.00 307.00 FINISH GRADE ��\�- 307.00 CELLAR FF 304.6 ELEVATION (TYP) 305.00 305.00 303.00 303.00 301.00 1 ' 301.00 PRELIMII 4 LI li Los Gatos 299.00 299.00 LOT 2 SECTION A -A LOT 1 PROPOSED SITE WALL PROPOSED FINISH GRADEELEVATION ELEVATION (TYP) SCALE: 1"=10' EX. H GROUND & (TYP)322.00 V R 322.00 320.00 rTYP) GARAGE l MAIN LEVEL] FF 319.75 PROPOSED 320.00 _ - PROPOSED 318.00 - SITE RETAIN NG FINISH ADDP 318.00 316.00 WALL (TYP) ELEVATION- ( ) 3E 16.00 QOFESS/ Out * . V yF,I,��F Ex6/3 N. 60:04::1 s� �Q 9TF :o. ,� Ir 312.00 ____ PROPOSED SITE R 312.00 310.00 EX. GROUND CELLAR FF 308.75 �- __ -'-- RETAINING WALL 310.00 ELEVATION (TYP; GARAGE FF 307.3-307.2 _ _ -'--__,_MAIN () 308.00 LEVEL FF 307.05 308.00 306.00 ��� - PROPOSED 304.00 PROPOSED FINISH GRADE ___ `\`-`__-___ CURB & 306.00 304.00 302.00 ELEVATION (TYP) -'�� GUTTER 1 302.00 Fl C 300.00 r, `` `��' PROPOSED 300.00 298.00 1 EX. GROUND \\` SIDEWA_K 298.00 DATE: 2/28/2017 SCALE: AS SHOWN DRAWN BY: RM/RVH DESIGNED BY: BEC/RVH CHECKED BY: RVH COPYRIGHT 2017, CARROLL ENGINEERING ALL RIGHTS RESERVED 296.00 CELLAR FF 296.05 ELEVATION (TYP)'� _ _ = 296.00 294.00 \� '----_ 294.00 __ 7 - LOT 4 SECTION B-B LOT 3 SCALE: 1"=10' H & V 330.00 PL PL 330.00 328.00 ' EX. GROUND 328.00 -_____ ___-___--__-_ ------ I ELEVATION (TYP) 326.00 PROPOSED SITE 326.00 ------------- RETA NING WALL 324.00 -------------- 324.00 (TYP - 322.00 ----_____ \ 322.00 1101 S. WINCHESTER BLVD. SUITE , "J{ SUN JOSE, CA 95128 TEL: 408-261-9800 FAX: 408-261-0595 E—MAIL: Robert©carroll—engineering.com ogillumog ood gollguoymgo EX. GROUND 1 320.00 PROPO ED 320.00 ELEVATION (TYP) 318.00 GROUN - - 318.00 - 316.00 ELEVATI N (TYP) 31 6.00 314.00 PROPOSED 314.00 312.00 GROUND `\ '�,\ 312.00 310.00 ELEVATION (TYP) ` 310.00 308.00 1 ` 308.00 306.00 i 306.00 304.00 304.00 LOT 2 SECTION C-C LOT 1 PROPOSED SITE 330.00 RETAININGOSE WALL PL SCALE: 1"=10' H & V PL 330.00 328.00 I 328.00 326.00 --------_ _ 326.00 ----__----_- 324.00 ---------_ 324.00 322.00 -------------------- 322.00 ______ 320.00 --- ------ L 320.00 EX. GROUND -------------------�----- 1 318.00 318.00 PROPOSED ELEVATION (TYP) ________ 316.00 GROUND _ -------------- T-`------__ SHEET C 1 .3 314.00 ELEVATION (TYP) ,___�_- _. j. _ ---------_ 314.00 312.00 I P PROPOSED GROUND �- 312.00 312.00 310.00 308.00 1 ELEVATION (TYP) \EX.GROUND _____ --' 310.00 308.00 _../- 306.00 I ELEVATION (TYP) 306.00 LOT 2 SECTION D-D LOT 3 JOB NO. 1987 SCALE: 1"=10' H & V Q) c 0) a_ co 0 0 r) 10 0 co N N C a L 0 00 N -I U) 7 0_ U Q 0) a U 0 0 0 Q a 0 a1 0) C a) 0) 4) D 0 UNAUTHORIZED CHANGES & USES: The enaineer oreoarina these plans will not be responsible for. or liable for. unauthorized chanaes to or uses of these plans. All chanaes to the plans must be in writina and must be approved by the oreoarer of these plans. 0 0) 0) 0 ° E 0 c a)° c 0 O 0 N 0 C O a) '4- 0)o O U aC 0 0 0 a) U7 a) CL _s 0 0 T � 01 o � • cn 0 Co U 0) a L a x a) U a) O o 0 a U L LE 0 c C o O U o O a) L 0 0 0 a) L (1) t 0 U C 0 E 0) 0 C L •C a) Q 0t C+' O 2 3 0 U O +� U y (1) C O O •_U O •� >, a)a) (1)0 C 0 a O (!1 _ ° O T E 0 0 o ° N T C 0 a) E E O ow 0 an co a) ° 0-- a_ _N O Lo o- U C o°, c C 0 00 -0 0 0 NE a) U -° C U •- 0 a-0 C C° 00 47. a 0 ° 0 U a) ° C 0 U '- 0 ° T L 0 O 0 C Q� CY)_ 0 0 apply continuously and not 0 L CO 0 c 0 U U C 0 0 0 U U 0 0 N 0 1 0 0 Contractor ° 0 E 0 C 0 C� 0 00 t' .- E O C 0 a) 325.00 323.00 321 .00 319.00 317.00 315.00 313.00 311.00 309.00 307.00 305.00 303.00 301 .00 299.00 297.00 295.00 293.00 329.00 327.00 325.00 323.00 321.00 319.00 317.00 315.00 313.00 311.00 309.00 307.00 305.00 303.00 301 .00 299.00 297.00 295.00 PROPOSED SITE RETAINING WALL (TYP) EX. GROUND ELEVATION (TYP) HEADERBOARD, FLUSH CURB, OR PASS THRU CURB WHERE OCCURS HARDSCAPE (WHERE OCCURS) 4"MIN 0 COBBLE LOCATED 0.2' BELOW CURB OPENING PLACED AT 2 FT EITHER SIDE OF OPENING IMPERMEABLE LINER POLYPROPELENE (30 MIL) OR STEGOWRAP COMPACTED SUBGRADE (95% RC) 7 2" PEA GRAVEL TO SEPARATE SOIL FROM ROCK 2" DROP FROM EP TO FINISHED GRADE SDCO SET 1" ABOVE 7 FG 4" PERF PIPE WITH PERFORATIONS DOWN WHERE SHOWN ON PLANS. SET AS CLOSE TO BOTTOM OF GRAVEL AS POSSIBLE MIN SLOPE = 0.5% CATCH BASIN SET RIM 6" ABOVE NOTE: SEE LANDSCAPE PLANS FOR PLANTING MATERIAL AND PLANT TYPES (BUILDING SET) BIORETENTION SOIL MEDIUM FINISHED GRADE STENCIL ALL INLETS "NO DUMPING FLOWS TO BAY" 0 // // WIDTH PER PLAN ,/. // 2" NON-FLOATABLE MULCH LANDSCAPE (WHERE OCCURS) MITERED DRAIN 18" BIO-RETENTION SOIL PER SCVURPP MANUAL APPENDIX C 5 IN/HR MAX. PERCOLATION RATE COMPACTED SUBGRADE (95% RC) - NATIVE MATERIAL 12" MIN OF 3/4" CL II PERMEABLE DRAIN ROCK DEPTH TO INCREASE WITH SLOPE OF PIPE STORM DRAIN SYSTEM PER PLAN BIORETION MEDIA SHALL BE LENOX BLEND SOIL MIXTURE AVAILABLE FROM LH VOSS MATERIALS, INC. 2445 DEL VISTA MONTE, CONCORD, CA 94520, WWW.LHVOSS.COM (800) 660-8677. EQUIVALENT MAY BE SUBMITTED FOR SUBSTITUTION REVIEW. 6" PERVIOUS CONC a Lam' 2Q 2a 2a X� " CLASS 1, TYPE A PERMEABLE BASE PER CALTRANS STDS. COMPACT TO 95% RC 8 SCARIFIED AND \/RECOMPACTED V, /\\/\/\/XV \\/\�i\�i� NOTE: 6" PERVIOUS CONCRETE MAY BE REPLACED WITH 33" PERVIOUS PAVERS AND 2" PEA GRAVEL PROVIDE 4" PERFORATED PIPE 0.18' UNDERLAY AGG BASE WITH MIRAFI 500X OR EQUAL 2 PERVIOUS CONC SECTION - DRIVEWAY NOT TO SCALE A d 6" PERVIOUS CONC 18" MIN. CLASS 1, TYPE A PERMEABLE BASE PER CALTRANS STDS COMPACT TO 95% RC = U= \/= U= \J U= V= U_ /,. / ///`//) ///////// 8" SCARIFIED AND RECOMPACTED SUBGRADE (95%RC) 0. 6" WIDE r_ CUT-OFF CURB 4" PERF SD PERPENDICULAR TO PATH OF TRAVEL CONNECT TO SD MAIN SPACING: 4' 0.C. S>10% 8' 0.C. S<10% UNDERLAY AGG BASE WITH MIRAFI 500X OR EQUAL 50 CM (19.7") 16.7 CM (6.6") 25 CM (9.8") I I It *1 8.3 CM (3.3") 2.3 CM (0.9") 6 CM (2.4") PERFORATED PIPE SECTION IFHYDROGROW MIX BELOW RING -- SUPPLIED FREE BY MANUFACTURER SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ. OR 2.0 KG (4.5 POUNDS STRENGTH - 402 KG/CM (5720 PSI) COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOW 11 FI o\\ oY-oc; Z8u:Th:criSPoc30:6(-O°°°,C4°°64LibOM ENLARGEMENT NOTE: SEE LANDSCAPE PLANS FOR GRASS/PLANT TYPES. RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) 12" COMPACTED SANDY GRAVEL ROAD BASE - 2/3 CRUSHED DRAINROCK (3/4") 1/3 COARSE, WELL DRAINING, CLEAN SAND WOVEN GEOTEXTILE FABRIC - MIRAFI N-SERIES 140NC FILTER FABRIC OR EQUAL 8" SCARIFIED AND RECOMPACTED SUBGRADE (95% RC) TOP OF GRASS ROOT MASS 6 MM (1/4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 COMPACTED SANDY GRAVEL BASE COURSE >- m DESCRIPTION REVISIONS w 0 4 BIO RETENTION AREA EX. GROUND NTS 3 PERVIOUS CONC SECTION - ROAD NOT TO SCALE 1 GRASSPAVE/FIRE TURNAROUND NOT TO SCALE OLD R ---- --rL ELEVATION (TYP) I 1 1.00 L �---- LX 1 AT10N F01� ---________ --`-----y RETAINING WAIT i PER __ -___ - EX BI11G B6458 P125 PATIO MAIN LEVEL FF 315.6 _ - _ --i 1 I H I I I I - --- - PPOPOS RETAINING SITE WALIT - �i _ __I-----J -- \ \�' RAINGARDEN (TYP) ROAD GARAGE FF 307.3-307.3 HOOS'� EF 307.05 FXED PROPOSED FINISH CELLAR FF 304.6 '�� - RETAINING GROUND ELEVATION --J PROPOSED FIN SH DRIVEWAY �'-,� WALL GROUND ELEVATION - - r--T----__n I1 11 EX. GROUND ELEVATION (TYF) II ii 11 I I --- -FL II II ---- PROPOSED SITE RETAINING WALL (TYP) EX. GROUND ELEVATION (TYP) LOT 1 SECTION A -A SCALE: 1 "=10' H & V R LOT 4 OLD R R ----- ----- -^---r1- f.___ ____________ MAIN LEVEL FF 322.3----------�-- -----r,_---__ -' EDICATION PER PORCH ----____ ___ ________ ------------ GARAGE MAIN LEVEL FF 319.75 B6458 P125 1� ROAD _ --- ' ___ . _ � PROPCSED FINISH �DRIVEWAY ---'------__ --_____ -__R EX. GROUND GRGROUND ELEVATION _____ __________________ ELEVATION (T"P) EX C LLAR FF 311.3 ____ ___-_. ________ -- RETAINING CELLAR FF 308.75 - -------___ 1T--- WALE II I 1 II II PROPOSED FINISH 1 GROUND ELEVATION -� 11 11 1 I-- -1 LOT 2 SECTION B-B SCALE: 1 "=10' H & V LOT 3 325.00 323.00 321 .00 319.00 317.00 315.00 313.00 311.00 309.00 307.00 305.00 303.00 301 .00 299.00 297.00 295.00 293.00 329.00 327.00 325.00 323.00 321.00 319.00 317.00 315.00 313.00 311.00 309.00 307.00 305.00 303.00 301.00 299.00 297.00 295.00 CO J W 0 CO v z 0 0 w `O /N z W CY California 0 CZ V` 0 N 0 00 N N DRAWN BY: DESIGNED BY: CHECKED BY: 0 z w z C� z w J J 0 cto QH OJ U < E 0 U ,„4 C.5 SHEET 01.4 JOB NO. 1987 05: 30: 09 PM I co N N C: \Users\Renee\appdata\local\temp\AcPublish_11472\1987_Grading.dwg UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. S New ,t \t GRADING VOLUME EXHIBIT \ GRADING QUANTITIES aTF: CUT: 11600 CU YU (—) FlL.L 1200 CU YD (+) 15% SHRINKAGE 180 CU YD (+) NET CUT 10220 CU Y1 (+) QUANTITIES INCLUDE BUILDING PAD do BASEMENT EXCAVATION LEGEND INDICATES FILL AT GRID LOCATION INDICATES CUT AT GRID LOCATION * r___i INDICATES SLOPE GREATER THAN 30% WITHIN BOUNDARY CUT & FILL TICKS SHOWN ARE TO FINISH GRADE FOR LANDSCAPE & PAD/SUBGRADE FOR ALL OTHER AREAS GRADING QUANTITIES ARE CALCULATED TO SUBGRADE ELEVATION 20 0 20 40 —(1N-FEET ) 1 inch >. 20 ft. GRAPHIC SCALE €IESCRIP110N A a RY O as Los Gatos E m 1 a' SHEET C1.5 UNAUTHORIZED WAGES & USES The enolneer oreooNnb these Gone e11 not be resoonslble ler. or liable tor. unauthorized chances to or .$0 M these Gera. Al chances to Use dons mum be In mN4o and must be 000roved by She oreoorer of these Dion. JOB NO. 1987 ii -as as 0 L O (0 m Q E L L • ° Q -c a) _ L ° a) U) U7 3 O o a- U C O 01 i N C (1) O '° 0 a 0 • OL 0 U 7 C 0 03 ° C 0 0 U 7 C 0 U 0 s N °, i) C O L 0 O U O O U (1i 0 t O E O C 0 C + 0 U a) E C O a) U co SS LOT 1 MAIN FLOOR 315.60 UPPER LEVEL 326.60 CELLAR 304.60 SD INLET _ze 8" SD M _ N (60' PATIO BELOW GRADE 304.6 /de ADL46//c ow) vAt cur SD 9 GARAGE FF 314.60 8 co 298 300 302 304 306 308 2 SD JUNCTION BOX 318 PORCH 322.05 312 314 2 FH 5 2 29E 30(5 302 304 308 7 SD L INLET IRR Q. 300 SD INLET 302 2 304 CO 3 4 SDMH 2 SD ss SD INLET 7 3 g SEE SHEET C2.2 FOR CONTINUATION 2 cDN J374 Nt• 14/ r80 SD SS 9 GARAGE SD SS 8" SD LOT 4 MAIN FLOOR 307.05 SD SS PATIO 306.8 9 LOT 3 CELLAR 308.75 SD INLET cp 1 inch = 10 ft. GRAPHIC SCALE • 0) 8 reo 8 co X CO I in 011 os col FL WO IL NE OF CURB KEY NOTES 2 3 4 5 6 7 8 9 8'' STORM DRAIN LATERAL FROM LOT. CONNECT ALL WALL DRAINS (SURFACE AND CURTAIN DRAIN), AND BIORETENTION DRAINS PERVIOUS CONCRETE PAVING WITH 4'' PERFORATED PIPE UNDERDRAIN SYSTEM. CONNECT TO STORM DRAIN. 4'' SANITARY SEWER LATERAL AT S=2% MINIMUM 3/4" DOMESTIC WATER SERVICE (SAN JOSE WATER COMPANY). IRRIGATION SERVICE TO BE PROVIDED IF NEEDED. COMMON IRRIGATION SERVICE FOR WALL PLANTER AREAS. CONNECT PERVIOUS PAVEMENT SUBDRAIN SYSTEM TO STORM DRAIN. JOINT TRENCH FOR FRANCHISE UTILITIES (GAS, POWER, CABLE, PHONE) BIORETENTION AREA WITH 4'' PERFORATED STORM DRAIN. CONNECT TO LOT STORM DRAIN. DOWNSPOUTS TO BE DISCHARGED TO GRADE WITH SPLASHBLOCK, OR ONTO PERVIOUS PAVING, OR PIPED TO BIORETENTION AREA(S). L n— DESCRIPTION REVISIONS LLJ 0 12 LLJ LLI 12 CL California O co > ° °"" CO CL 7-1 O I-1-1 .1 N-4 rn 0 rn 0 o DRAWN BY: DESIGNED BY: CHECKED BY: 0 0 LLJ 2 CD 03 • im=7 :1'1.1271 CD CE 221.1.1 SHEET C2.1 JOB NO. 1987 05: 37: 23 PM 00 C: \Users\Renee\appdata\local\temp\AcPublish_11472\1987_Utilities.dwg UNAUTHORIZED CHANGES & USES: The enaineer preoarina these olans will not be resoonsible for. or liable for. unauthorized chanaes to or uses of these olans. All chonaes to the olans must be in writina and must be approved by the oreoarer of these olans. SEE SHEET C2.1 FOR CONTINUATION 0 (1) L oV) v-c 0 a)g . 3 O o a- U 0 0 a 0 oL U 0 a) U 0 0 0 U U 0 0 N a) a) 03 0 0 0 U 7 0 U -o 0o 0 0 a)o, c O O 0 U O 0 0 0 O E O 0 c0 0 a) E (r) 0 O 0 MATCH L 8 \ \ X 0 X 0 SD INLET (TYP) GARAGE FF 314.60 2 312 8" SD 8 \ SD INLET (TYP) • J w J- J dno 8" SD J PORCH 322.05 r -L] 9 LOT 2 1J 1 L MAIN FLOOR 322.30 CELLAR 311.30 \ 7 GARAGE FF 321.30 \ 8 U) 0 N N 0 0 0 SD JUNC; I IO BOX 1 31 2 • 314 2 2 31 2 1- H 314_ 7(f) co 31 z 1- 1- 31� 11 8"ISD NEW FIRE HYDRANT 0 0 SD \ INLET 7 8 SD 2 1 314 180 00 0 O — COVERED 8 PORCH 9 8" SD 9 LOT 3 MAIN FIOOR 319.75 CELLAR 308.75 6 \ SD INLET 3 2 4 u 1 p GARAGE FF 319.25 1 PATIO 308.5 370 SD INLET (TYP) co PRELIMINARY UNDERGROUND UTILITIES PLAN 0 8 10 0 1 2 3 4 5 6 7 8 9 10 8" STORM DRAIN LATERAL FROM LOT. CONNECT ALL WALL DRAINS (SURFACE AND CURTAIN DRAIN), AND BIORETENTION DRAINS PERVIOUS CONCRETE PAVING WITH 4" PERFORATED PIPE UNDERDRAIN SYSTEM. CONNECT TO STORM DRAIN. 4" SANITARY SEWER LATERAL AT S=2% MINIMUM 3/4" DOMESTIC WATER SERVICE (SAN JOSE WATER COMPANY). IRRIGATION SERVICE TO BE PROVIDED IF NEEDED. COMMON IRRIGATION SERVICE FOR WALL PLANTER AREAS. CONNECT PERVIOUS PAVEMENT SUBDRAIN SYSTEM TO STORM DRAIN. JOINT TRENCH FOR FRANCHISE UTILITIES (GAS, POWER, CABLE, PHONE) BIORETENTION AREA WITH 4" PERFORATED STORM DRAIN. CONNECT TO LOT STORM DRAIN. DOWNSPOUTS TO BE DISCHARGED TO GRADE WITH SPLASHBLOCK, OR ONTO PERVIOUS PAVING, OR PIPED TO BIORETENTION AREA(S). ( IN FEET ) 1 inch = 10 ft. GRAPHIC SCALE 20 DESCRIPTION REVISIONS w 0 z J 0 (!) w_ J 0 z O 0 w z >/ z_ w 0 z pQ) co (/) L .1 > CU CO 11 7-1 Z I— Ow0 1--i California Un 0 rr 0 0 w J 0 DRAWN BY: DESIGNED BY: CHECKED BY: 0 Z w w z_ Z w J J 0 fo < H 0J U < SHEET C2.2 JOB NO. 1987 a) c a) 05: 37: 23 PM 00 N N C: \Users\Renee\appdata\local\temp\AcPublish_11472\1987_Utilities.dwg UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for. or liable for. unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the oreoarer of these plans. 0 c 0 T 0 0 0 U T a a JD 0 0 0 E 0 0 r O a) 0 n a) a) 0 0 N 0 a c 0 U N cc 00 0 w L 0 0 0 O O N 0 U O L a-+ 0 0 0 0 U O U 0 c JD c 0 •U oc 0, la Li) o 0 0'- 0 0) Oo O _O O EZ 0 0 U 0 0 c ° N T C E 0 � `)oE 0 w U) N ow 731) 0--c a) O v c c o 0 0 0 0 0 c 0 0 U71 �0 0 0 0 NE c 0 O U U •- 0 a� c 0 o ) 0 7 C 0 U 4) 0 77 0 0 U U o-0 c .c 0 on L 0 (I) 0, Y O 0 professional v 0 0 m U) O 07 Lo 0 U 0 0 U c 0 U 2 N C 0 0 c 0 0 s_ 0 0 0 E 0 C 0 O E NOTE: REMOVE SEDIMENT BEFORE REACHING ONE—THIRD FULL 04 SHEET FLOW EDGE OF SILTSACK DRAIN INLET GIP GIB I GRAVEL BAGS AROUND THE PERIMETER OF THE INLET SILTSACK SEE MANUFACT. DETAILS SECTION A -A GRAVEL BAGS 5\��� DRAIN INLET SILTSACK SEE MANUFACT. DETAILS PLAN SyFFr F DI PROTECTION TYPE 3 NOT TO SCALE NOTES: 1. FOR USE IN PAVED AREAS. 2. SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP. 3. FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH ORIENTED TOWARDS DIRECTION OF FLOW. 300 MM(MIN) SEDIMENT ROLL /\\I \/��/' WOOD STAKE WOOD STAKE / 19MM x 19MM MAX \/ 1.2M SPACING SEDIMENT ROLL FINISHED GRADE ENTRENCHMENT DETAIL IN SLOPE AREA ENTRENCHMENT DETAIL IN FLAT AREA STRAIY I'VATTLE STORM DRAIN INLET PROTECTION TYPE 3 50' MIN. R=20' itittessrawswowswawsw .A.Ya4C. ,.-,; • 15' MIN. 3"-4" FRACTURED STONE AGGREGATE CONFORM WITH SMOOTH, EVEN TAPER AT ALL EDGES PLAN 3"-4" FRACTURED STONE AGGREGATE GEOTEXTILE LINER UNDER THE ROCKS ORIGINAL GRADE SECTION TEMPORARY CONSTRUCTION ENTRANCE EROSION CONTROL NOTES: 1.) EROSION CONTROL MEASURES SHALL BE IN PLACE AT ALL TIMES FROM OCTOBER 15 THROUGH APRIL 15. AT ALL OTHER TIMES WHEN CHANCE OF PRECIPITATION IS GREATER THAN 50%, MEASURES SHALL BE IN PLACE PER THE CONSTRUCTION GENERAL PERMIT (CGP). 2.) EROSION CONTROL FACILITIES SHALL BE MAINTAINED IN GOOD CONDITION TO PREVENT SILTATION FROM ENTERING INLETS. 3.) DUST GENERATED ON THE PROJECT SITE SHALL BE CONTROLLED BY SELECTIVE WATERING OF EXPOSED AREAS, ESPECIALLY DURING CLEARING AND GRADING OPERATIONS. 4.) PAVING SHALL BE COMPLETED AS SOON AS IS PRACTICABLE TO REDUCE THE TIME THAT BARE SURFACES AND SOILS ARE EXPOSED IN AREAS WHERE CONSTRUCTION IS DELAYED FOR AN EXTENDED PERIOD OF TIME, THE GROUND SHALL BE REVEGETATED TO MINIMIZE THE GENERATION OF DUST. 5.) STREET SWEEPING SHALL BE CONDUCTED DAILY TO CONTROL DUST AND DIRT TRACKED FROM THE PROJECT SITE ONTO ADJOINING STREETS. CONSTRUCTION GENERAL PERMIT NOTES: 1.) THIS SITE/PROJECT IS SUBJECT TO THE REQUIREMENTS OF THE CONSTRUCTION GENERAL PERMIT, ORDER NUMBER 2009-0009—DWQ, INCLUDING DEVELOPMENT AND IMPLEMENTATION OF A FULL SWPPP FOR THE PROJECT. THE MEASURES SHOWN HEREON ARE TO BE USED AS A BACKBONE TO THE SWPPP, BUT ARE SUPERSEDED BY THE SWPPP DOCUMENT. 2.) IT IS THE CONTRACTOR'S RESPONSIBILITY TO HIRE A QSD/QSP TO PREPARE AND FILE THE PERMIT REGISTRATION DOCUMENTS (PRDs) IN ORDER TO OBTAIN A WDID# FROM THE RWQCB. THE OWNER WILL PROVIDE ACCESS TO SMARTS TO THE CONTRACTOR'S QUALIFIED REPRESENTATIVE. THE OWNER IS RESPONSIBLE FOR APPLICATION FEES. 3.) THE CONTRACTOR SHALL ENSURE THAT A QUALIFIED STORM SWPPP PRACTITIONER (QSP) IS ON SITE AT ALL TIMES DURING THE PROJECT TO MONITOR, TEST, ETC. AS DEEMED REQUIRED BY THE CGP. ALL REQUIREMENTS OF THE CGP ARE THE CONTRACTOR'S RESPONSIBILITY. Nekie/L vique PUB//C Rpm, EROSION CONTROL PLAN SCALE 1'=20' ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE EROSION CONTROL NOTES Track straw into, or hydro seed all newly graded slopes with county approved native erosion control seed mix 1 Install straw wattles - See spacing criteria in table below 2 Install temporary straw bale barrier per Straw Bale Dike detail C5.3 3 Install temporary tree protection fencing. Excavate with caution. Protect existing tree root zone. 4 Construct temporary construction entrance per detail C5.2 5 4,4,�. 4, Hydroseed all exposed soils 6 Install storm drain inlet protection. 7 STRAW WATTLE SPACING SLOPE % SHEET FLOW LENGTH NOT TO EXCEED 0-25% 20 FEET 26%-50% 15 FEET OVER 50% 10 FEET LEGEND STRAW WATTLE HYDROSEEDING TREE PROTECTION TREE TO BE REMOVED CONSTRUCTION ENTRANCE STORM DRAIN INLET PROTECTION TREE PROTECTION NOTES 1. No tree shall be removed without prior Town approval. 0 X mid Pom 2. Trees within 20 feet of grading or trenching shall be protected by placement of protective fencing as indicated. 3. Protective fencing shall be four feet high chain link or safety fence, and shall be placed at the dripline unless otherwise indicated 4. Trenching and excavation within tree driplines shall be hand dug or bored to minimize root disturbance. Any root encountered 1" diameter or greater, shall be hand cut and appropriately treated. 5. Pruning of lower limbs in the construction area shall occur prior to construction activities to minimize damage. DESCRIPTION REVISIONS w 0 Z J 0 J oz F. 0 cu Z()W0 0 Z —I 000 CL -11 O CO w I— >— O w CC CC 0 0 W California 0 1-4 00 N N w 1- 0 DRAWN BY: DESIGNED BY: CHECKED BY: 0 w w Z C.0 Z w J J 0 Eta < H o_ O U < E 0 0 0 O 0 C CO N SHEET C3.1 JOB NO. 1987 L 12) 0 L 05: 27: 42 PM N I Noa 0: \1987 Elks Lodge\_DWG\1987_Erosion.dwg UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 0 C U 0 0 0 0 7 0 0 U T a 0 0 0 U 0 E a) 0 0 0 - a 0 C 7 O 0•� a) 0 L a7 0o _ U C 0 U L 0 0 U 0 U O 0 0 47, 7 N C 0 U U C C 0 O 7 0 L C 0,* O O 0 U 0 C O U 0 0 0 7 N O U 0 E O 0 0 U a) E STORM WATER MANAGEMENT NOTES 1. THE STORM WATER MANAGEMENT MEASURES SHOWN HEREON ARE DESIGNED TO BE IN SUBSTANTIAL CONFORMANCE WITH MUNICIPAL REGIONAL STORM WATER PERMIT ORDER NO. R2-2015-0049 AND THE CONSTRUCTION GENERAL PERMIT, ORDER NO. 2009-0009-DWQ. 2. IT IS THE OWNER'S RESPONSIBILITY TO ENSURE IMPROVEMENTS ARE CONSTRUCTED AND MAINTAINED PURSUANT TO THE AFOREMENTIONED ORDERS. 3. MORE THAN 50% OF THE SITE IS BEING COMPLETELY IMPROVED. AS SUCH, 100% OF IMPERVIOUS AREAS ARE SUBJECT TO C.3 REQUIREMENTS. 4. MITIGATION IS DESIGNED TO BE ACHIEVED VIA VOLUME BASED METHODS BASED UPON "C.3 STORMWATER HANDBOOK" PUBLISHED BY ALAMEDA COUNTY CLEAN WATER PROGRAM. A. VOLUME (WATER QUALITY CAPACIY) IS DETERMINED USING THE 4% APPROACH. B. VOLUME FOR AREAS DIRECTED TO PERVIOUS PAVEMENT IS TAKEN AS 0.2 IN/HR FOR 2 HOURS OVER THE TREATMENT AREA. VOLUME IS STORED IN ROCK UNDER A PERFORATED OUTFLOW PIPE. 5. THE BIORETENTION RETENTION BASINS ARE DESIGNED WITH A SUBDRAIN AND AN IMPERMEABLE LINER DUE TO LOW IN SITU SOIL PERMEABILITY AND A WATER TABLE LESS THAN 10 FT FROM THE BOTTOM OF THE SYSTEM. 6. THE PROJECT CREATES AND/OR REPLACES MORE THAN ONE ACRE OF IMPERVIOUS AREA. HOWEVER, THE PROJECT AREA IS WITHIN THE "CATCHMENT AND SUBWATERSHEDS GREATER THAN OR EQUAL TO 65% IMPERVIOUS." AS SUCH, THE PROJECT IS EXEMPT FROM HYDROMODIFICATION REQUIREMENTS AS SET FORTH IN THE MS4 PERMIT. 7. THE AREA OF DISTURBANCE IS MORE THAN ONE ACRE. AS SUCH, A DISCHARGE PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD IS REQUIRED. THIS WILL INCLUDE THE THE PREPARATION OF A SWPPP FOR THE PROJECT, WHICH THE CONTRACTOR SHALL ADMINISTER THROUGHOUT THE DURATION OF THE PROJECT. TREATMENT CONTROL SUMMARY 1. SITE DESIGN MEASURE HAVE BEEN INCORPORATED PURSUANT TO C.3 DESIGN MANUAL REQUIREMENTS. FOR LOTS 1-4, THE FOLLOWING SITE DESIGN MEASURES WILL BE USED: A. DISCONNECT DOWNSPOUTS AND DIRECT TO VEGETATED AREAS OR PERVIOUS PAVEMENT AREAS ENSURING 2:1 RATIO IS NOT EXCEEDED. B. UTILIZE PERVIOUS PAVING FOR DRIVEWAYS. C. PROVIDE BIORETENTION AREAS FOR THE ROOF RUNOFF DIRECTED TO THOSE AREAS. 3. THE ROAD IS DESIGNED TO BE PERVIOUS PAVING AND AS SUCH, SELF TREATING. GIVEN THE SLOPE OF THE ROAD, PERFORATED UNDERDRAINS WILL BE PLACED AT 8 FT INTERVALS PERPENDICULAR TO THE PATH OF TRAVEL. THE PERFORATED PIPE WILL BE CONNECTED TO THE SITE STORM DRAIN SYSTEM. MINIMUM STORAGE DEPTH UNDER THE PERFORATED PIPE WILL BE PROVIDED FOR THE REQUIRED TREATMENT VOLUME. 4. THE FIRE TRUCK TURNAROUND AT THE TOP OF THE SITE (SOUTHERLY END OF ROAD) WILL BE GRASSPAVE, WHICH IS A PERMEABLE PAVEMENT TYPE. AS SUCH, THAT ARE WILL BE SELF TREATING. PERFORATED UNDERDRAINS WILL BE PROVIDED AND CONNECTED TO THE STORM DRAIN SYSTEM. MINIMUM STORAGE DEPTH UNDER THE PERFORATED PIPE WILL BE PROVIDED FOR THE REQUIRED TREATMENT VOLUME. PERVIOUS AND IMPERVIOUS SURFACES COMPARISON TABLE a. PROJECT PHASE NUMBER: 1 b. TOTAL SITE (ACRES) 1.4 c. TOTAL EXISTING IMPERVIOUS SURFACE (SQUARE FEET) 42,609 c. TOTAL AREA OF SITE DISTURBED (ACRES) 1.40 e. IMPERVIOUS SURFACES EXISTING CONDITION OF SITE AREA DISTURBED (SQUARE FEET) PROPOSED CONDITION OF SITE AREA DISTURBED (SQUARE FEET) REPLACED NEW ROOF AREA(S) 7,880 7,880 10,562 PARKING 33,609 0 0 SIDEWALKS, PATIOS, PATHS, ETC. 1,120 980 0 STREETS (PUBLIC) 0 0 0 STREETS (PRIVATE) 0 0 5,946 TOTAL IMPERVIOUS SURFACES (e.1, e.2, e.3): 42,609 8,860 16,508 f. PERVIOUS SURFACES LANDSCAPED AREAS 18,303 18,303 12,442 PERVIOUS PAVING 0 0 4,799 OTHER PERVIOUS SURFCACES (GREEN ROOF, ETC) 0 0 0 TOTAL PERVIOUS SURFACES (f.1, f.2, f.3): 18,303 18,303 17,241 TOTAL PROPOSED REPLACED + NEW IMPERVIOUS SURFACES (e.2+e.3): 25,368 TOTAL PROPOSED REPLACED + NEW PERVIOUS SURFACES (f.2+f.3): 35,544 PERCENT OF REPLACEMENT OF IMPERVIOUS AREA IN REDEVELOPMENT PROJECTS: 60% TREATMENT CONTROL MEASURE SUMMARY TCM # AREAS TREATED TYPE IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TREATMENT AREA REQ'D (SF) (4% RULE) TREATMENT AREA PROVIDED (SF) REQ'D DEPTH OF ROCK FOR STORAGE (FT) DEPTH OF ROCK PROVIDED (FT) PERVIOUS > 1/2 IMPERVIOUS TCM1 DMA1 BIORETENTION/PERVIOUS PAVING 3477 11440 139 617 0.1 0.18 YES TCM2 DMA2 BIORETENTION/PERVIOUS PAVING 4664 9782 187 420 0.1 0.18 YES TCM3 DMA3 BIORETENTION/PERVIOUS PAVING 4080 7303 163 353 0.1 0.18 YES TCM4 DMA4 BIORETENTION/PERVIOUS PAVING 4201 7183 168 408 0.1 0.18 YES TCM5 DMA5 SELF RETAINING PERVIOUS PAVING 0 6409 - - 0.1 0.2 YES TCM6 DMA6 SELF RETAINING PERVIOUS PAVING 0 2372 - - 0.1 0.2 YES NOTES: 1. PER CHAPTER 3 OF THE C.3 STORMWATER HANDBOOK , ROADWAY PROJECTS THAT ADD NEW SIDEWALK ALONG EXISTING ROADWAYS ARE EXEMPT FROM PROVISION C.3.c OF THE MS4 PERMIT og 1 1 20 --g� 20 (60'eWei/ _ Ve e �U Wdecy, °l'l/) ( IN FEET ) 1 inch = 20 ft. �CRA UIC SCALE VILLEV GUTD DMA#6 FIRE TRUCKAROUND TURN /GRASSPAVE PERVIOUS PAv��6-- (SELF TREKTING) \\ STORMWATER MANAGEMENTS PLAN 40 tiF ce 0 0 DESCRIPTION REVISIONS w z 0 w� U� o J </ cio a_ 7. 4 D N W N z I- 0 I-I-l© J1-4 California 0 as 0 1-4 0 CO w H 0 DRAWN BY: U W DESIGNED BY: CHECKED BY: z w w z_ 0 z w J J 0 o <w U w (V N ~ CD EE o- 0< 0 CO CT) w U z_ vi 0 00 10 rn 0 U 0) 0 q) • 0) C a) 00 col o 0) 0 N N O I I CC w Ea lad el=5 SHEET C4.1 JOB NO. 1987 0: \1987 Elks Lodge\_DWG\1987_SWMP.dwg UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 85.20' 105.00' 126.02' N26°45'40"E 169.30' N26°45'40"E 146.92' cper otiw �,cw ,? N \ ° i eoE `' u 0 LOT 2 - �,,c- LOT 1 o zo£ II ,, 0.00 0.00 0.00 0.00 U) , 1 I • 0 s 1 0.02 0.03 0.) O o ., 0./a,O. 0.00 0.04 i.. 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EIL 0.63 1.55 3.00 .02c3.16 2.43 1.06 0.'8 N L -645+,4 •, 6� 1.48 2.53 239 1 32818 1 , 2.03 0.93 :.33 0.08 0.01 .s 0.00 s.00 COCO • �� ' a, ,, �, 0 '40" o ti + + + +� 6 r + + �-- + 141 + 6 '�06 �F N �.E• o .r ++ =''' + + 0.00 0.01 0. s ' s .06 1.25 `:. ! . ! ► • 0.06 0.04 0.04 0 95" 0.07 0.15 0.20 0 23 ► =� ��. 1 s 0. s . s ► e 0.06 :. s 3 ► .0 ' 0.01 0.00 0.01 s s 3 0.1 76 .88 2.61 2.62 2.38 1.1 s s s 0.09 0.01 0.01 0.07 0.31 I 0.90 2.07 1 2.83 1.67 0.7 0.21 0. 2 0.j+1.04 2.38 3.07 2. y 2.94 " 54 0..r 0.16 1 12 0.00 II + + s..► + 0.01 s s + 6 .02 + /� 2.494.0� 2 4.57 + 1.98 0.24 0.04 s.01 + 04-91Ar s s 0.03 .1 s / 2 :5 + 3.11 1. i s.11 O.s4 , 0.18 + 1.56 + 3.71 • 2.93 s.33 + + 0 .0711 .01 .00 0 + + + 0.00 1.01 O.s2 0.06 0. � 1.28 + 0.09 0.03 + O.s1 0.00 0.0�1.00 0.00 0.01 0.02 r 0 e 0 i �.. + 0.17 + + 0.05 0.0. s 01 0.01 + 0.01 + N + `� 0.02 0.08 0 + .. 0 O.s �s.0 .r 1st 0•0 '0.13 I •0.03 0.0 s N s 01 0.02 0.04 o is 0.06 0.03 0.01 0.01 0.00 0.00 s .00 0.00 0.01 0.01 + 105 ' . 6 0.05 0.02 0.01 0.01 0.00 0.01 0.01 0.03 0.05 0.06-- e .04 0.02 i .01 ju s r PD EXHIBIT 4i34/s s.01 0.0 ► s 0.00 0.01 01 0.01 0.01 0.01 0.0s \ 0.01 0.01 0.01 0. 1 O ss • U., UU U6 \\ V.)0 ... s i 0.00 0.00 do 0 0 0.00 0 0.00 + 00 0.0 �� / x61 I LOT 3 LOT 4 % a z 0) W� o / ° IV 0 ? 0 N O O_ U / 3 1 - U O w ( O GJ O 0 (1) / I VN 4 o m 6) WW _4 -1, N O c) O N26°45'41"E 90 5�3 ' 308 N26°45'41"E I 81.46' , m U N26°45'41"E 190.18' Luminaire Schedule Luminaire Location Summary Project: ELKS HOMES - 105 NEWELL AVE - LOS GATOS Project: ELKS HOMES - 105 NEWELL AVE - LOS GATOS Symbol Qty Label Arrangement Lum. Lumens LLF LDD LLD BF Description Filename LumNo Label X Y Z Orient Tilt Switched * * e> 6 Al SINGLE 2271 0.828 0.900 1.000 0.920 PHILIPS LUMEC MPTR-35W32LED3K-T-LE2-VOLT-XX-HS-XX - 10' L.C. MPTR-35W32LED4K-T-LE2-HS (S1405052m).ies 1 Al 2873.256 2098.624 10 201.446 0 On * BF FACTOR PRORATED TO SIMULATE 3000K PER MANUFACTURE'S INSTRUCTIONS; PHOTOMETRY BASED ON 4000K. PHOTOMETRY FOR 3000K NOT AVAILABLE AT THE TIME OF THIS ANALYSIS. FIELD RESULTS MAY VARY. 2 Al 2895.894 2061.161 10 90 0 On 3 Al 2995.814 2061.16 10 90 0 On Calculation Summary 4 Al 3074.687 2061.643 10 90 0 On Project: ELKS HOMES - 105 NEWELL AVE - LOS GATOS 5 Al 2974.961 2095.24 10 270 0 On Label CalcType Units Avg Max Min Avg/Min Max/Min # Pts 6 Al 3054.413 2096.397 10 270 0 On DRIVEWAY Illuminance Fc 0.93 4.78 0.01 93.00 478.00 101 Total Quantity: 6 ***RECOMMENDED OPTICAL SYSTEM LE2*** ***LIGHTING LAYOUT VERIFICATION*** ALL VALUES SHOWN ARE MAINTAINED HORIZONTAL FOOTCANDLES AT GRADE * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * DATA USED AS INPUT FOR THESE CALCULATIONS BASED ON ESTABLISHED IES PROCEDURES AND PUBLISHED LAMP,g RATINGS, FIELD PERFORMANCE WILL DEPEND ON ACTUAL LAMP, BALLAST,affect ELECTRICAL AND SITE CHARACTERISTICS. **************************************** Calculations have been performed according to IES standards and good practice. Some differences between measured values and calculated results may occur due to tolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage and temperature and q 9 p temperature variations. Input data used to generate the attached calculations suchPHOTOMETRIC as room dimensions, reflectances, furniture and architectural elements significantlyIS the li htin calculations. If the real environment conditions do not match the g input data, differences will occur between measured values and calculated values. A Associated Li /419 • Re e-s n4G14i Inc. ASSOCIATED LIGHTING REPRESENTATIVES, INC OAKLAND, CA 94621 -AG132_ ��% PHONE: (510) 638 3800 FAX (510) 638 2908 REPORT FOR: TECHLINEA BY: APPLICATIONS ENGINEERING; GILBERTO J. RODRIGUEZ SALES REPRESENTATIVE: ALR; DUSTIN MCMULLEN PROJECT ELK'S 105 DESCRIPTION NEWELL HOMES AVE. LOS GATOS, CA lighting AGI C 1999-2017 LIGHTING ANALYSIS, INC. ( ) software 10268 W. CENTENNIAL ROAD - SUITE 202 by Lighting Analysts LITTLETON, CO 80127 DRAWING NO. / INPUT FILE SCALE 1" = 16' SHEET 1 OF 1 DATE 03.02.2017 REV 0