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Attachment 01 ExA-B105 Newell Avenue �\ 7 \_I\ TOWN OF LOS GATOS Application No. PD-14-002 A.P.N. #409-24-026 Change of zoning map amending the Town Zoning Ordinance. Zone Change From: R-1:12 To: R-1:12:PD ® Prezoninq Forwarded by Planning Commission Approved by Town Council Clerk Administrator: Date: Date: Mayor: Ord: EDIT A This Page Intentionally Left Blank THE ELK'S HOMES A Tango Pappa Planned Unit Development 4 4 ,134.• p ' x FOR PRINTED: PLANNING PLAN PRINTED: CHECK FOR PRINTED: BIDDING FOR PRINTED: CONSTRUCTION VICINITY MAP SCOPE OF WORK PROJECT DIRECTORY PROJECT DATA SHEET INDEX II - N - 85 DEMOLITION AND REMOVAL OF EXISTING 8,636 SQ. FT. ASSEMBLY USE STRUCTURE WITH ASPHALT PAVED 83 STALL PARKING AREA AND EXISTING SITE CORNER ACCESS DRIVEWAY. SUBDIVIDE EXISTING 61,000 SQ. FT. PARCEL INTO FOUR(4) LOTS, PRIVATE ROAD AND COMMON LANDSCAPE AREAS WITH THREE(3) ON STREET PARKING SPACES, 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 2013 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 BT THE STATE OF CALIFORNIA AND THE TOWN OF LOS GATOS) ALONG WITH ANY OTHER LOCAL AND STATE LAWS AND REGULATIONS. EXISTING SITE T-1.0 TITLE SHEET - VICINITY MAP, SCOPE OF WORK, PROJECT DIRECTORY, PROJECT DATA, AND SHEET INDEX TM-1 TENTATIVE MAP EXISTING CONDITION TM-2 TENTATIVE MAP PROPOSED CONDITION C1.1 PRELIMINARY GRADING AND DRAINAGE PLAN C1.2 PRELIMINARY GRADING AND DRAINAGE PLAN C1.3 PRELIMINARY PROFILE & SECTIONS C1.4 PRELIMINARY SECTIONS & DETAILS C1.5 GRADING VOLUME EXHIBIT C2.1 PRELIMINARY UNDERGROUND UTILITIES PLAN C2.2 PRELIMINARY UNDERGROUND UTILITIES PLAN C3.1 TEMPORARY EROSION CONTROL PLAN C4.1 PRELIMINARY STORMWATER MANAGEMENT PLAN S-1.1 SITE PLAN — EXISTING S-1.2 SITE PLAN —PROPOSED S-1.3 SITE SECTIONS / ELEVATIONS LS-1.0 LANDSCAPE A-1.1 LOT 1, OPTION 1 FLOOR PLANS A-1.2 LOT 1, OPTION 2 (IN-LAW UNIT ) FLOOR PLANS ARCHITECTS CAMARGO & ASSOCIATES, INC. 3953 YOLO DRIVE SAN JOSE, CA 95136 (408)266-3442 MAURICE CAMARGO A.LA MAURICE@CAMARGO.COM 105 NEWELL AVENUE / APN: # 409-024-026 / ZONING: R1-12 AREA: 60,915 SQFT (1.398 ACRES) AVERAGE SITE SLOPE: 14.4% EXISTING TWO-STORY CONCRETE BLOCK, STEEL AND GLAZING STRUCTURE WITH 8,636 SQFT OF INDOOR SPACE (OUTDOOR DECKS NOT INCLUDED). ASPHALT PAVED PARKING AREAS WITH 83-CAR CAPACITY. ACCESS DRIVEWAY AT CORNER OF WINCHESTER AND NEWELL. OWNER TANGO PAPA DEVELOPMENT COMPANY P. O. BOX1707 LOS ALTOS, CA 94023 MICHAEL 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 PROPOSED SITE IMPROVEMENTS 4 LOTS, PRIVATE ROAD, COMMON LANDSCAPE AREAS AS PLANNED DEVELOPMENT. PRIVATE ROAD AREA IS 9060 SQFT (15% OF TOTAL ORIGINAL PARCEL). COMMON LANDSCAPE AREAS ARE APPROXIMATELY 4000 SQFT. PRIVATE ROAD MOVED TO MIDDLE OF NEWELL AVE PROPERTY LINE, AWAY FROM CORNER. PROPOSED LOT & HOUSE IMPROVEMENTS PROJECT SOUTHERN PACIFIC RAILROAD �N- C CD Q3. Q lI7 B�F �� ��/(/ MAXIMUM ALLOWABLE HEIGHT IS 30'- 0". SETBACKS 25' FROM PRIVATE ROAD, 10' AT INTERIOR, 15' AT SIDE TO STREET, & 20' AT REAR. LOTS INCLUDE GARAGES, DECKS, AND CELLARS. LOT 1 LOT 3 Site Gross Area: 16, 615 sq. ft. Site Gross Area: 14,268 sq. ft. Site Net Area: 14,995 sq. ft. Site Net Area: 11,749 sq. ft. Opt 1 -Primary Living: 4,244 sq. ft. Living Area: 4,199 sq. ft. 2 -Prima Living: 3,921 s . ft. Garage Area: 664 s . ft. D g q g q In -Law Living: 475 s . ft. Covered Deck: 350 sq.ft. g q , Garage Area: 615 sq. ft. Roof Height from FG: 20 - 9" Cellar: 1,098 sq. ft. Covered Deck: 286 sq. ft. Roof Height from FG: 27'- 11" LOT 2 LOT 4 Site Gross Area: 16, 895 sq. ft. Site Gross Area: 13,137 sq. ft. Site Net Area: 14,983 sq. ft. Site Net Area: 11,548 sq. ft. Living Area: 3,841 sq. ft. Opt 1 - Primary Living: 4,197 sq. ft. Garage Area: 695 sq. ft. Opt 2 - Primary Living: 3,410 sq. ft. Cellar: 1,221 sq. ft. In -Law Living: 680 sq. ft. Covered Deck: 1,520 sq. ft. Garage Area: 601 sq. ft. Roof Height from FG: 25'- 6" Covered Deck: 384 sq. ft. Roof Height from FG: 25'- 6" A-1.3 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 A-3.2 LOT 3, ELEVATIONS / SECTION A-4.1 LOT 4, OPTION 1 FLOOR PLANS A-4.2 LOT 4, OPTION 2 (IN-LAW UNIT ) FLOOR PLANS QwOpt �� SITE 4,4 N F�F�I SOILS ENGINEER MILSTONE GEOTECHNICAL 17020 MELODY LANE LOS GATOS, CA 95033 BARRY S. MILSTONE (408)353-5528 BSM@,MILSTONEGEO.COM 4‹. 'T 4v �� c.; .41'- 2 . - �Rk �F A. NEWELL AVE �Q -Z- c(, ii c.) (Z- A-4.3 LOT 4, ELEVATIONS / SECTION LANDSCAPE CAMARGO & ASSOCIATES ARCHITECT 3953 YOLO DRIVE SAN JOSE, CA 95136 (408)266-3442 MAURICE CAMARGO A.I.A MAURICE@CAMARGO.COM rev. W W x V) W H am P•t O x ti • tit • wail ime wane a hPr4 Viftee civ;i . co z CAMARGO �IIII �r & ASS+CIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date proj ct 06/30 /2 014 2013 -20 drawn MC, KG T 1 • 0 Ailed �r & ASS+CIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date proj ct 06/30 /2 014 2013 -20 drawn MC, KG T 1 • 0 Ailed 0 -51S as — L=248'44 5 656» 20 D N O N 5.00' POLE & LINE EASEMENT PER B5024 P541 0 O O 1 0 I oF =NF Fo1g ' W 0 in N o z N tri oo 0 O O r) nc SS — O • • • • • • • N 9 • L as ss L=11082' /V`-� os we// I L ` (60 id— \ e Ub//C Ro ) R=220.0\0- - i B��PZ 1 1 • • • • -ROAD AND ---I A o F`oc) SS �0 SD L88 36' 4 20 50• 00 15'00» =98. 96' off` TILI�1� EASEMENT -I__ 1_ r� `_- c� 1 ' L O T 16, 611.20 4q.ft. 0.381 a res \` I • • • • • • 10' SYSB 115.00' S63°14'20"E ------ 1W--\ SbYSB LOT 2 16,895.11 sq.ft 0.388 acres I \ \\ NP\- / / I I / F, J/ $5 22 20 S W 0 1 L 20.00' 20.00' // ::I 1 11 r I II 1 I I I L r 10S YSB • • SD SS 34.00' W v`\ --L V\41-\\ S6314'20"E 34.00 ---S6 3°14' 2-0' s3 \\ — — fa! t• 'P\ 0 N 121.00' N63°14'20'W \ \ / (T �1 10' SYSB L T1 13;910. 8 1 1q.ft. d.319 acres 1 1 S-(S'3 i\cs 62 6 0 \22 2'I SC- 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 1 1 66.00' S63°14'20"E 70.00' TO CL J 0 0 L N .0 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 04) LOCATION MAP SCALE: 1" = 500'± fre TENTATIVE MAP FOR A FOUR LOT PARCEL MAP APN 409-24-026 IN THE TOWN OF LOS GATOS COUNTY 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 W PROVIDER 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 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 oo o I in co oo LLI cL fl rl EH LH eml cn ch cn cn Lll CL LU LIJ LU California APN 409-24-026 cn 1-4 REVISIONS DATE DESCRIPTION CERTIFICATES AND APPROVALS DATE: JAN 16, 2015 SCALE: AS SHOWN DRAWN BY: RM RVH RVH DESIGNED BY: CHECKED BY: COPYRIGHT 2015, CARROLL ENGINEERING ALL RIGHTS RESERVED SHEET TM 1 PROJECT NO. 1987 UNAUTHORIZED CHANGES 8c 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. 5 0 D1 S ST S 5.00' POLE & LINE EASEMENT PER B5024 P541 — as — N O N 0 O O 0 0 N 1 `) 11 -5 I l'oF \P\NF 1�\ FO O 10 N 0 Z N tri e O O N) nc \\P\. ® `'C-'0 SS — as SS L =1 1 0. 82' 220.0 -- ---_ b 28°51 '4 -- - Nn OS (60 d \ e 416/cRo j i P �QZ S J,\9 0 1 , • • • • • • • N co >- N m >- (/) 0 N I J/ 522201 / • • • • • • • I cIRROe, '1 -ROAD AND '�,I�TICl�1r; EASEMENT,, A o SS LOT 16, 611.20 4q.ft. 0.3B1 acres • • • • • 10' SYSB 91 1 � col /11 • �I tylii,\ 'i — • • • • 115.00' S63°14'20"E LOT 2 16,895.11 sq.ft 0.388 acres ♦ LLI 20.00' 20.0 10 1' I/ 1 Lu 0 o in 'n I °°co •r'IN Zp Z N , z' -"- N0 D I� ,. P\PE SD L88 36' 4 20 50• 00 15'00» w_ <=98 96' r 7 74 10 SYSB --LOT • • SD SS 34.00' S6314'20"E -S63°14'20' �e31`_ \\ o N1 r'o S�a$ 12 6(45\.68\sf\\\ 29\Q a creb\ \\\ 121.00' \ \ T N63°14'20'W \ \ 1 ! � YL\ i910. 8 1Sq.ft. 01.319 acres 10SYSB `O Z 1) >- 0 66.00' S63°14'20"E 70.00' TO CL / EPRS 0. SEA. P 00 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE J 0 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 CURB -N- PROJECT SITE SOUTHERN PACIFIC RAILROAD LOCATION MAP SCALE: 1" = 500'± fre TENTATIVE MAP FOR A FOUR LOT PARCEL MAP APN 409-24-026 IN THE TOWN OF LOS GATOS COUNTY 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 W PROVIDER 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 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 00 o La co u Ld LLI 0 Eau.' eml ELKS PLACE cn LU LU Cn CL CC in CL CL 0 LU California APN 409-24-026 cn 1-4 REVISIONS DATE DESCRIPTION CERTIFICATES AND APPROVALS DATE: JAN 12, 2015 SCALE: AS SHOWN DRAWN BY: RM RVH RVH DESIGNED BY: CHECKED BY: COPYRIGHT 2015, CARROLL ENGINEERING ALL RIGHTS RESERVED SHEET TM 2 PROJECT NO. 1987 UNAUTHORIZED CHANGES 8,c 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. — OS OS as OS- 0 0 0 cn 0 0 U T 0 0 O C▪ D 0 E a) 0 0 ac) E- • 0 0 0-•0 W 0 C0 o 0 -c O 03 -c a) io CL OL a0 C CD 0 o c 0 0 a0 __c 0� 00 L a▪ )CD c o •� (J)N •L 0i 0 - CO U O U CD a • O - a) oU O L 4-• 0 O a U U7 0▪ ) 0 c c o 0 U O 0 a)3 (09_ • 0 O a) U U 3D c L_ 0 c t c •5_ 3 Q -0 0_C 0 -C_ C O • C +J U N 0 _o0 O O �U O � a) 0n .N O C O 0_ O 0 a) T EZ 0 0 0 -co c 0 0 0 (!) a) E N 0 0 c 0 T C 0 E O O N a) 3 E •3 0 0--C L O 0 N 0 0 0 a) 0 0 0 0 0 0 0 U U L C ▪ 0 0• , C NE N a) -0tU C U •- 0 -0 a a) 0 U 0 9— C 0) N 0 3 a) U 0 O 0 U 0 0 -0 CO U O t N a) a) 0, 0 0 0 0 0 0 3 U) 0 U 0 • cn 0 0 0 L 3 0 0 U O 0 0 0 E 0 0 M VI)lliq cV '`?,/, 32 oq4 h'o9 7) 0 tii4 I -S ATCH LE N I SS PROPOSED CURB, GUTTER, & SIDEWALK PER TOWN STANDARDS SS 0 0.108 ^o SS u TW=310.5 M ss (6os M 0) ss CNV) NN N cn 0 J I - LL e // Cis ve d e ubs/c Q�S, 01/1/) N co ND n/ PROPOSED CURB RAMP PER CALTRANS TANDARDS 0) 312 0.02 14 00CNI O> Nre) OLri + re) I I (D r) 1,6 CL 1- 31�. -52 0.02 SSMH 313.3 1 0.02 0.02 TC LC) MI I(0 IF s')� SDMH PROPOSED CURB RAMP PER CALTRANS STANDARDS SEE SHEET C1.2 FOR CONTINUATION 00N) rri rri N N U L— Li_ 7 10 0 10 20 ( IN FEET ) 1 inch = 10 ft. GRAPHIC SCALE PROPOSED CURB, GUTTER, & SIDEWALK PER TOWN STANDARDS 0 .J w -- — ss (E) CURB INLET TO REMAIN 0) LC) N OCi re) 0 0) �V 03 O M i Y! PROPOSED CURB RAMP PER CALTRANS STANDARDS AD 1 2 3 4 KEY NOTES 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 gW FINISH GRADE AT BACK OF WALL FW TC FL P SSMH FINISH GRADE AT FACE OF WALL TOP OF CURB ELEVATION FLOWLINE ELEVATION PAVEMENT ELEVATION SANITARY SEWER MANHOLE LEGEND CONCRETE PERVIOUS CONCRETE ROAD PERVIOUS DRIVEWAY GRASSPAVE LJ 4 4 PROPOSED CURB, GUTTER, & SIDEWALK ,y PER TOWN '.`') STANDARDS BW 294.85± f J 0) N (E) RETAINING cv WALL TO I REMAIN (\/ a_ CO 0 0 w z J 0 J L q) Q. 2 15 >- co DESCRIPTION REVISIONS w 1- 0 Z J a w � Z ZO California CC 0 > V ul — Q � Za� 74 o cc he z C5 I J Lo >0 llj - cc J -I W cc 0 0 -V 0 W 0 z 0 J 0 DRAWN BY: CC U W > CO CC DESIGNED BY: CHECKED BY: z w z 0 z w J J 0 CC 0 ¢H 0J d CO CO N O O 00 an 1 I I 9CM2 �^� I I SHEET C1.1 JOB NO. 1987 a) 0 10: 55: 57 AM co 0: \1987 Elks Lodge\dwg\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 chances to the plans must be in writina and must be approved by the oreoarer of these plans. 0 0 0 cn 0 0 U T 0 O a▪ ) 0 E a) 0 c- n a3) E- (0o 7 O 0-•F CD co C0o 0_ r �c o rn .N CL O O L U CL C 0 c 03 C OP � a) (0_ C 0 (00 �N a0 __c 0� 00 L >, a) 0 •c • N •L 0 0 U.0 C O o) C 0 o 0- U a x L N O a) C O a 0 U7 (▪ 0 C C 0 U 0 a) (00 0 O 0 U 0 0 o 0tC 0 0 • O_ O t C 0 = t C O C J N O C O - O •� U O •� a) p+ N O C O O_ O N a) 0 O >, o_ E O O U O a) • O 0 0 (Y) E N U) 0 C 0 T O E O w oN �E C 0 0--C 0 L O C 0 •- 0 0 0. 0 U 0 C 0 U c 0 U-0 L C 0 0 • 1_0 a) O O -0tU c U •- 0 -0 � C 0 a U-o 0 L y� cn ( -+ C O U 0 a) a0 0 U L 0 4- T L 00 O C s_ p 0 0 U N 3 0 U 0 0 U 0 0 D co 0 t a7 a) 0) O 0 L y-+ 0 U 0 0 U 0 O E 0 IV A TC H LNE i V 0 0 N iri co 2 L___ FW=318.0 J ,,N '5 �� o J ' ,ct929 0 QC -1J2 fr) \N. P\- \� SEE SHEET C1.1 FOR CONTINUATION O UUNlf"LN .08 I 1 0 0 10 20 ( IN FEET ) 1 inch = 10 ft. GRAPHIC SCALE 0- v- I cP in___J -% M 2 SD JB \�Q • l� re) uJ 0 Q co U 0 w z_ J 0 J L 1 2 3 4 TW BW FW TC FL P SSMH KEY NOTES 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 /C 1.4) ABBREVIATIONS TOP OF WALL ELEVATION FINISH GRADE AT BACK OF WALL FINISH GRADE AT FACE OF WALL TOP OF CURB ELEVATION FLOWLINE ELEVATION PAVEMENT ELEVATION SANITARY SEWER MANHOLE LEGEND CONCRETE PERVIOUS CONCRETE ROAD PERVIOUS DRIVEWAY GRASSPAVE LJ a >- co DESCRIPTION REVISIONS w 1- 0 Z J a w � Z ZO California 0 0 z 0 J U V) DRAWN BY: DESIGNED BY: CHECKED BY: d CO c0 N O 0 00 E 0 U 0) C a) Lc) (5) Lr) U I co (1) o c O � Q LL w CEE CM2 SHEET C1.2 JOB NO. 1987 a) 0 10: 56: 24 AM co 0: \1987 Elks Lodge\dwg\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 chances to the plans must be in writina and must be approved by the oreoarer of these plans. 0 0 0 �0 0 U O L E 0 - C 0 a) 0 323.00 - EX. GROUND PROPOSED SITE ELEVATION (TYP) RETAINING WALL (TYP) 323.00 BY I DESCRIPTION REVISIONS 321 .00 321 .00 __ EX. BUILDING EX. GROUND 319.00 - i 319.00 _ ELEVATION (TYP) 317.00 i 317.00 315.00 - 315.00 313.00 PROPOSED ► /--FL _ -------------------- 313.00 311.00 1 FINISH GRADE ELEVATION (TYP) L ____ ______-�--_ ----_ 311.00 309.00 �` 309.00 307.00 \..� 307.00 305.00 `� 305.00 303.00 �`� 303.00 w Q 301 .00 .. `��ct 301 .00 299.00 \�'-�__ 299.00 < 297.00 PROPOSED �' -�_, 297.00 295.00 FINISH GRADE -''-�,\ 295.00 293.00 ELEVATION (fYP) -� - '' 293.00 ECTIONS ON California 291 .00 __- 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 SITE RETAINING WALL (TYP) EX. GROUND ELEVATION (TYP) SCALE: 1"=10' H & V EX. GROUND / ELEVATION (TYP) PL 329.00 327.00 UPPER LEVEL FF 326.6 327.00cia 0 °14111 325.00 ---- --- --- -------- ___ LX. GROUND 325.00 323.00 MAIN LEVEL FF 322.3 --- ----------______ ELEVATION (TYP) 323.00 GARAGE FF 321.3 f--- ___________ J _- -_---__- ___-__--___ - RAIN GARDEN 321.00 319.00I------_ _----_---- PROPOSED SITE 321.00 319.00 JDETAININGWALL317.00MAIN LEVEL FF 315.6�\P)317.00OLrle17> 1:!44 315.00 PROPOSED GARAGE FF 314.6 `�\ 315.00 CO FINISH GRADE DE .` R EL 313.00 J 313.00 311.00 ELEVATION BASEMENT FF 311.3 PROPOSED 311.00 N N Z 309.00 PROPOSED FINISH GRADE ` `, - 309.00 307.00 FINISH ELEVATION GRADE (TYP) ELEVATION (TYP) .� \'�-, 307.00 305.00 BASEMENT FF 304.6 -�-� 305.00 4 I J t 303.00 �'-��= 303.00 o Z O 301.00 301.00 S 299.00 299.00 PRELIM 41 Los Gatos LOT 2 SECTION A -A LOT 1 PROPOSED SITE RETAINING WALL/ 322.00 R (TYP) PROPOSED FINISH GRADE ELEVATION (TYP) SCALE: 1 "=10' EX. ELEVATION H GROUND & (TYP) V R 322.00 320.00 GARAGE LEVEL FF 319.25 MAIN LEVEL FF 319.75 320.00 PROPOSED 318.00 FINISH GRADE 318.00 316.00 ELEVATION (TYP) 316.00 QR�E/A 314.00 --- --- -------- 314.00 ���R 0 * V, �� No. 60443� Exp. 6/30/16 ��9 CI V1L �Q ,f. I - ----- 312.00 -------- - ---- -- ____-__ PROPOSED SITE R 310.00 1 EX. GROUND J BASEMENT FF 308.75 J r ___ --__ __ MAIN LEVEL FF 309.25 RETAINING WALL 310.00 ELEVATION _ '- (TYP) 308.00 (TYP, ____ 306.00 PROPOSED ���-��``` PROPOSED 308.00 306.00 304.00 FINISH GRADE '-,_ S/W, CURB 304.00 302.00 ELEVATION (TYP) --__ - -�'� I &GUTTER 302.00 OF CO 300.00 I __ _ ''- - 300.00 298.00 EX GROUND '\\\` 298.00 DATE: 01 / 16/ 15 SCALE: AS SHOWN DRAWN BY: RM/RVH DESIGNED BY: BEC/RVH CHECKED BY: RVH COPYRIGHT 2015, CARROLL ENGINEERING ALL RIGHTS RESERVED 296.00 ELEVATION (TYP) '��,,` 296.00 294.00 -, ------ 294.00 _ LOT 4 SECTION B-B LOT 3 330.00 PROPOSED TOP OF WALL ELEVATION (TYP) SCALE: 1 "=10' H & V PL 330.00 328.00• - EX. GROUND 328.00 _____ _____ __ _ 326.00 -- ELEVATION (TYP) 326.00 EX. GROUND ------ _____________ 324.00 324.00 322.00 ELEVATION (TYP) ---- - 322.00 1101 S. WINCHESTER BLVD. _ - -1(1 SUITE H-184 SAN JOSE, CA 95128 ,_TEL: 408-261-9800 FAX: 408-261-0595 E-MAIL: Robert©carroll—engineering.com • -__-- --- 320.00 -- PROPOSED SITE 320.00 PROPOSED TOP OF WALL �'�.., RETAINING WALL 318.00 318.00 31 6.00 PROPOSED ELEVATION (TYP) .. `�, MP) 316.00 GROUND -- 314.00 - 314.00 312.00 ELEVATION (TYP) .'�.� 312.00 PROPOSED 310.00 308.00 GROUND .. \ `. 310.00 308.00 306.00 ELEVATION (TYP) 306.00 304.00 304.00 LOT 2 SECTION C-C LOT 1 PKUPOSEU SI I t SCALE: 1"=10' RETAINING WALL 330.00 (TYP) PL H & V PL 330.00 328.00 PROPOSED TOP OF WALL 328.00 - ELEVATI01�, TYP 326.00 ------___-__-___ 326.00 -'--------- 324.00 324.00 _ ------------------ _._ 322.00 '-'-� 322.00 ---- --------- i--Y 320.00 320.00 EX. GROUND -- --______ - 318.00 ____ 318.00 PROPOSED ELEVATION (T"P) __ ---------------------- _� EX. GEVATIONROUND 31 6.00 �- 316.00 314.00 GROUND -"-----______�__ EL (TYP) P PROPOSED 1`OP OF WALL 314.00 SHEET C 1 .3 312.00 ELEVATION (TYP) --- ---__-- ---_ ELEVATION 1'P 312.00 __ -_-------� 310.00 ---- t-.--_ 310.00 PROPOSED 308.00 306.00 I GROUND 308.00 306.00 It ELEVATION (TYP) LOT 2 SECTION D-D LOT 3 JOB NO. 1987 SCALE: 1"=10' H & v 0 L 10 10 O 10 -o & 0 0 I r` PO rn 0) O J co w 03 0) O 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 chances to the plans must be in writina and must be approved by the oreoarer of these plans. C 0 0 E 0 CP N 0) a a 0 _C 0 C C 0 T Tn 0 0 0 U a a 0 O -o 0 E 0 -c 03 C 0) 0 0 7 O 0-.rn ON 0 0_ co .0 003 .( cu L o 0 O U 0_ c 0) -0CP C 0 CP m c 0 0 o m o N ao _ _c 0� E 0 0 s 0 • 03N Q0 0- U 0 C 0 0= 0 o a 0_ 0) X -0 o a) o a O N _C c C 0 0 U L 0 G) 3 L W O 0 0 U U O C O C L 0) 7 a a) co _c 0 - 0 c 0o U C O O •- O •- 03 .N C O a O a) 0 0 O T E 0 0 U = c 0 0 0 0) 0 E 0) a 0 a) 3 0 0 0 0 C 0 0 0 Oa L C � 0 0 O C 0 E 0) 0) V -0 C)C 0 ac 0 0 0 0 0) 0i _C0 0 0 U N D E co C Oa) 0 325.00 323.00 321.00 319.00 317.00 315.00 313.00 311.00 309.00 307.00 305.00 303.00 301.00 299.00 297.00 295.00 293.00 329.00 327.00 325.00 323.00 321.00 319.00 317.00 315.00 313.00 311.00 309.00 307.00 305.00 303.00 301.00 299.00 297.00 295.00 PROPOSED SITE RETAINING WALL (TYP) EX. GROUND ELEVATION (TYP) HEADERBOARD, FLUSH CURB, OR PASS THRU CURB WHERE OCCURS - HARDSCAPE (WHERE OCCURS) COMPACTED SUBGRADE (95% RC) 2" PEA GRAVEL TO SEPARATE SOIL FROM ROCK - 4" PERF PIPE WITH PERFORATIONS DOWN WHERE SHOWN ON PLANS 1" DROP FROM FLOWLINE TO FINISHED GRADE CATCH BASIN SET RIM 6" ABOVE FINISHED GRADE STENCIL ALL INLETS "NO DUMPING FLOWS TO BAY" NOTE: SEE LANDSCAPE PLANS FOR PLANTING MATERIAL AND PLANT TYPES LANDSCAPE (WHERE OCCURS) - 18" BIO-RETENTION SOIL PER SCVURPP 12" TOP MANUAL APPENDIX C SOIL 5 IN/HR MIN. PERCOLATION RATE COMPACTED SUBGRADE (95% RC) NATIVE MATERIAL 12"OF3/4"CLII PERMEABLE DRAIN ROCK 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 23' % IQ L4 FQ 8" CLASS 1, TYPE A PERMEABLE BASE PER CALTRANS STDS. COMPACT TO 95% RC �\8" SCARIFIED AND /� RECOMPACTED \/ / G�/ /RC \ \ NOTE: 6" PERVIOUS CONCRETE MAY BE REPLACED WITH 34" PERVIOUS PAVERS AND 2" PEA GRAVEL UNDERLAY AGG BASE WITH MIRAFI 500X OR EQUAL 2 PERVIOUS CONC SECTION -DRIVEWAY NOT TO SCALE 4" PERF SD CO 8 FT OC PERPINDULAR TO PATH OF TRAVEL. CONNECT TO SD MAIN UNDERLAY AGG BASE WITH MIRAFI 500X OR EQUAL 4 RAINGARDEN/BIO-RETENTION AREA NTs 3 PERVIOUS CONC SECTION - ROAD NOT TO SCALE 50 CM (19.7") 16.7 CM (6.6") 25 CM (9.8") I I • 1�1 ► 1�1 1�1.1�1 Lel. ��; ;♦ ;1 b ttttt 0 .-• ;;;;* o ���/4 ttIts±; ; ttttt 0, °CNN••N••" 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 HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER 0�Q 0°�°p •0 00°• o �4,q6�p�_o°° oo.,^•. o,,,qq•oo•^iioo• °8�-b�OoVa a�g�o�0o"`�C,L�'o o�•O oC�• �'.. o�•r•.'1 o�Uo°°��:•i•..o.O�o0O°gOOO;Oo�Qp�� SECTION n I II o °�o��o�° o, 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 DESCRIPTION REVISIONS uJ a 0 c EX. GROUND 1 GRASSPAVE/FIRE TURNAROUND OLD ---- --TL ELEVATION (TYP) i I i I , 1.00 ______________ EX i MEDICATION PER -rr --------__ RETAINING WAII i 1 _ -- EX BLDG B•458 P125 1 MAIN LEVEL FF 315.6 ---� 1 1 1 C II II II I -- I - P OPOSED SITE AINING WALL PROPOSED FINISH L1 R: GROUND GARAGE FF 309.0 '-10�E FF 309.25 RAINGARDEN ( P) ELEVATION PROPOSED FINISH ROADFX BASEMENT FF 304.6 GROUND ELEVATION ` - RETAINING DRIVEWAY -- WALL EX. GROUND I 11 I ELEVATION (TYP) 1 II II PROPOSED SITE RETAINING WALL EX. GROUND ELEVATION (TYP) LOT 1 SECTION A -A SCALE: 1 "=10' H & V LOT 4 OLD -- ------------- 4.00' --------- MAIN LEVEL FF �22 3----------- T �'-__---- DEDICATION -------------------- f 1 ------- -___________ GARAGE FF 319.0 MAIN LEVEL FF 319.5 B6458 P125 -R6AB - - ------------- PROPOSED FINISH DRIVEWAY --------____ --------- EX. GROUND GROUND ELEVATION ------__-- -------____ ELEVATION (TYP) EX BASEMENT FF 311.3 _ ________ _____ ___ RETAINING BASEMENT FF 308.5 --_- I WALL _I I I I II II lI PROPOSED FINISH GROUND ELEVATION 1 I 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 31 1 .00 309.00 307.00 305.00 303.00 301.00 299.00 297.00 295.00 NOT TO SCALE California 0 T Z 0 w 0 c c DRAWN BY: U W CO DESIGNED BY: CHECKED BY: 0 z w w z 3 z w J J 0 ce ¢> U ce � w ow N ct c2 o U o_ 0 U < E 0 U Cn C cncn1-aw �- lad CMI SHEET C1.4 JOB NO. 1987 10: 57: 39 AM 0: \1987 Elks Lodge \dwg\1987_Grading.dwg UNAUTHORIZED CHANGES & USES: The enaineer oreoarina these clans will not be responsible for. or liable for. unauthorized chances to or uses of these plans. All chances to the plans must be in writina and must be aooroved by the preparer of these plans. 0 O 0 cn 0 0 U T d a 0 0 0 E a) 0 t U) a') E - a) 0 L 7 o cr'rn a) co O o Q t 3 o 0) .N a) -0 T O O O_ O CL C a) c 03 C O) 0 C C O VI � _ L (0 (1) CL __C 0� E O o L T`- N CTI 0 •N U C 0 0 0) a) C • O d U O X L O a) U• - V) 0 C C 0 0 U O 0 a) (04_ 0 0 U U 0 E 0 O C 'L 3 O_ ( t C 0 C 0 C 0 J N _c) C .0O O _,U O •- - a) 0) ") .N 0 C O '- 0_ O N a) (1) O T E O 0 U 0 a) C 0 0 a) 0 (Y) a) E N N 0 0 L y-+ 0 C 0 T C 0 E O 0 O N a) 0) 0 0 U 3 U) C 0 U 7 0 0 E O C /,, Og. M fV A M M M M MN cc- M M GRADING QUANTITIES SITE: CUT: FILL: 15% SHRINKAGE (6ewell e A ve�ve O WdeUb/ic R, ow) \ GRADING VOLUME EXHIBIT\ 8700 CU YD (-) 2450 CU YD (+) 370 CU YD (+) NET CUT 5880 CU YD (+) QUANTITIES INCLUDE BUILDING PAD EXCAVATION LEGEND +0.1 INDICATES FILL AT GRID LOCATION * -0.2 INDICATES CUT AT GRID LOCATION * * CUT & FILL TICKS SHOWN ARE TO FINISH GRADE FOR LANDSCAPE & PAD/SUBGRADE FOR ALL OTHER AREAS GRADING QUANTITIES ARE CALCULATED TO SUBGRADE ELEVATION 20 co 0) 0 20 �1N FEET ) 1 inch = 20 ft. GRAPHIC SCALE 40 DESCRIPTION REVISIONS 1- CO Z O California J 0 V) DRAWN BY: DESIGNED BY: CHECKED BY: d CO CO 0000 E: 0 U 03 C: a) a) C: 03 C: a) � 0) co N N U co � Q X � W SHEET C1.5 JOB NO. 1987 a) 0 10: 58: 34 AM CO 0: \1987 Elks Lodge\dwg\1987_Grading.dwg UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for. or liable for. unauthorized chances to or uses of these plans. All chances to the plans must be in writing and must be approved by the oreoarer of these plans. — aS as as as 0 0 0 T U 0 c 0 U T 0 0 a) 0 E a) 0 c- n a) E - ao 7 0 0 a) 0 0 0 r �c o rn t •N a) U O - O O_ • O CL C C o 0) (0_ o cnp (r) a) IZ a) __c 0� • E O O L >, U • 0 a) • C o - a) � U (1)x L O • a U 0 (▪ 0 cn C C O 0 U O 0 a) (1)9_ • 0 O 0 U U • 0 0t •: 7 O_ C 0 0 -▪ C_ C O C U 0 _ U N � _ O 0 •� U O .- -0 • °' •N C o 0. O rn a) a) • >, IZ E O 0 U c 0 0 (Y) a) 7 N U) 0 0 a) C 0 T O 0 w o N a) �E 7 0 0--C 0 L 0 0 .N 0 0 0 a) 0 0 U 0 C 0 U 0 -0 L C • i O U C co- ,3) U U t C U •- 0 cL C N 0 u 47, U 71 0 L y� C 0 U 0 a) 0 a0 U � U O 7 T L o N U C O C 0 U 0) N a) U a) U 0 O 0 U U 0 0 O t a) 0) O C 0 0 U 7 U) 0 U Co 0 0 0 E O C 0 U N C O 0 0 0 a a) E IV rat x ATCHL SS SS M M I I SS SS �AIN GARDEN `— O / hal L_-- RAIN GARDEN 1 SS (6os M M 0) N O \\ o -7 in 0 J O 0 \ CO CO N d' ��0 0>'Z 0 J G LJ- IJ Z < Qom M o HANDICAP ,5— SD ss nIr AP ve 70 e q'e P //c RD ct- LLEy M rER �M O N e// 0) V SDMH —SD ss itt 0) ss 0) w PAN N AURD RAIL��--- - SD RAIN GARDEN SEE SHEET C2.2 FOR CONTINUATION 0) (E�DI `— TO) R MAIN N Po 10 0 10 20 ( IN FEET ) 1 inch = 10 ft. GRAPHIC SCALE O MO z rk MATCIHCI 0) O t) W 1Y 13 0 LL 0 z J 0 J KEY NOTES 1 2 3 4 5 8" STORM DRAIN LATERAL FROM LOT. CONNECT ALL WALL DRAINS (SURFACE AND CURTAIN DRAIN), AND RAINGARDEN DRAINS PERVIOUS CONCRETE PAVING WITH 4" PERFORATED UNDERDRAIN SYSTEM 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. L q) v J 2 >- co DESCRIPTION REVISIONS w 1— Q 0 J W CC 0 California 0 -V 0 1- DRAWN BY: DESIGNED BY: CHECKED BY: d CO CO N CD CDCO 0) 1 �i 1 Q I W O �Qwr Cm/ Ea e") 0 0) U C: a) a) col C: C a) 1 — 0) � I co (1) U co � Q w SHEET C2.1 JOB NO. 1987 11:03:42 AM _to 0: \1987 Elks Lodge\dwg\1987_Utilities.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 chances to the plans must be in writina and must be approved by the oreoarer of these plans. 0 0 T 0 0 U T 0 0 0 E a) 0 0) E - 0 7 o 0-•rn 0 0 0 CL r �c o rn •, -o a0 0 O CL C C CP 0 c� m 0 N °- 0 —_c o� o Eo L >, 3D `- a) c 4-o •N 0) 0) 0 ULiEt C 0 O) C o 0_ (1)X L O a) C LO 0 O_ C) U () c c 0 0 U 0 0 a)3 cc)9_ 0 0 0 U a) c O c O C N O_ a) c 0 _C_ C 0 c U O N 0 C O O • U 0.- - a) U N 0 C O O_ O (1) a) a) >, d ElEo O 0 U 0 a) U 0 C 0 a) 0 (!) a) E N 0 0 C 0 U U L C 0 0 1._ C NE 0 U -0 U c 0 a� U 0 9— U C 0 T C 0 E O 0 L y-+ 0 47, N C O a) 0 .0 -0 _C O t a) 0, 0 0 0 U 3 1- to 7 0 t 0 E O 0 U E IV N I I co NN co X 0) NN NN \� V L--- RAIN GARDEN 1 -- I • T 1 IANDICAP mtra..e "' r LIGHT WELL 311.2 \ O \ \ N \C�1 I IVLI N 0 O N N POI— M OZ O LLI L-�w/1 cZ Q/1I1 W co \ \\\\7'v9 � ND \J _L ) ) N N, SEE SHEET C2.1 FOR CONTINUATION 4 0) 0. NEW FIRE HYDRANT \ I ft-\ I F-Lu: • ‘[ 6 SD INLET 2 co xr— RAIN GARDEN 3 co 4 SD INLET LJ- oo o z co — 0) oci 1/0 0 ID - RAIN GARDEN 19 0) 41 gi 4111 \\I 014 c\/ ii\A‘ ill till 011 1111111 1011 1011 in tO LLI 0 0) 1111 II 1111 111 11) 0 0 co co 0) • 01 OD KEY NOTES 2 3 4 5 6 8'' STORM DRAIN LATERAL FROM LOT. CONNECT ALL WALL DRAINS (SURFACE AND CURTAIN DRAIN), AND RAINGARDEN 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 10 0 10 20 1 inch = 10 ft. GRAPHIC SCALE >- co DESCRIPTION REVISIONS w —I 0 15 W 5 z — < cci cc CL 747 0 w z California 0 0 -J DRAWN BY: DESIGNED BY: CHECKED BY: 0 CC CI rt CO CO CD CO 9 :-: CEE Ida Cm/ • CO SHEET C2.2 JOB NO. 1987 0: \1987 Elks Lodge\dwg\1987_Utilities.dwg UNAUTHORIZED CHANGES & USES: The enaineer preparina these plans will not be responsible for. or liable for. unauthorized chanaes to or uses of these plans. All chances to the plans must be in writina and must be approved by the oreoarer of these plans. 0 0 E 0 0 0 O 0 0 L L 0 O-C N O N 2 cn = a) 0 o a 0 0 cn O -0 U O U 0) 0 accordance O 0 0 0 0) 0 0 0 0 0 0 0 0 E 0 0 0 0� 0 N O E 0 C 0 0) U NOTE: REMOVE SEDIMENT BEFORE REACHING ONE—THIRD FULL DRAIN INLET GRAVEL BAGS AROUND THE PERIMETER OF THE INLET SILTSACK SEE MANUFACT. DETAILS SECTION A —A GRAVEL BAGS s\�� A SHEET FLOW EDGE OF S I LTSAC K O� �� PLAN ' F<o� DI PROTECTION TYPE 3 NOT TO SCALE DRAIN INLET S I LTSAC K SEE MANUFACT. DETAILS 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 /�//\ \ /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 STRAW WATTLE STORM DRAIN INLET PROTECTION - TYPE 3 w U Ir D 0 0 0 U J 50' MIN. R=20' 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 DISTRICT 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. L _248 44=- R565 0�20„ ,e o N 5.00' POLE & LINE EASEMENT PER B5024 P541 0 0 L O X X X 0 0 0 a, a, a, a, a, a, W a, a, a, a, y' a, a, 4' a, a, a,a,a,,vi� >— N J, Ne a, a, a, a, a, a, W a, 1, 1, 1, a, 1, 1, 1, 1, .y y, r,i, y .y a,a,a,1, SOT -' 16, 11.20 � q.ft. 0.381 a res 4, \��\ 115.0 0' A'�4' �„C 0.388 acres 20.00' kir J IPER SNIPER ER -00.40o- c4s, 0- EROSION CONTROL PLAN SCALE 1 "=20' L=gg 36, 4 20 50 00 15,00» 13,910.08 '.q.ft. 0.319 acres 20 34.00' S63°14'20"E ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 2 iq bb.UU S6314'20"E 70.00' TO CL .00' EDICATION 458 P125 70.00' TO CL 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 W * W Hydroseed all exposed soils n�. Install storm drain inlet protection. 7 ST SAW WATTLE SPACI\G 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. O X 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. >- m DESCRIPTION REVISIONS w 0 c California 0 1-4 Li 0 Z 0 w J Q U DRAWN BY: DESIGNED BY: CHECKED BY: 0 z w w z 3 z w J J 0 ce < U \ce w ow N I— U 0 — U ct o_ J oQ 00 N SHEET C3.1 JOB NO. 1987 01: 27: 09 PM 0: \1987 Elks Lodge\dwg\1987_Erosion.dwg UNAUTHORIZED CHANGES & USES: The enaineer oreoarina these plans will not be responsible for. or liable for. unauthorized chances to or uses of these plans. All chances to the plans must be in writina and must be approved by the oreoarer of these plans. 0 0 0 T 0 0 0 0 T 0_ a 0 0 a) 0 0 E (L) .O • 0 a) "(5 0 0 0 CT .(7) �N 03o a 00, G.)o O ac C 0 cn c 0 cn a`) o_0 L o 0 L a) 0) oc (r)N CT 0 0 U 0o �0, U C 2 0- U U 0 C O 0 a U to c c 0 O U s 0 0 0 0 0 0 cn a) L. 0 O U a) 0 0 0 c 0 U y-+ U •� U 0 •- >0 .N C 0 as O a) a) O T a=' E:i5 0 U 0 0-0 a) c 0 T c E o 0 O a) U C 0 E 0) 0 C i Cl a) 0 U C 0 0 E 0 4— U U 0 NE o 0 0 -c 0 0 N m a) 0 "0 0 U U 0 a-0 0 0 0 U 7 C 0 U 0 0 0 0 c O a) " U C 0 O C O 0 U 0 0 0 0 C C 0 0 C r_ O Contractor c O 0 U O O 7 0 0 E 0 c 0 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. R2-2009-0074 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 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. LOTS 1-4 ARE SINGLE FAMILY RESIDENCES, AND AS SUCH ARE EXEMPT FROM TREATMENT MEASURE REQUIREMENTS PURSUANT TO THE C.3 DESIGN MANUAL. 2. 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. B. C. DISCONNECT DOWNSPOUTS AND DIRECT TO VEGETATED AREAS. UTILIZE PERVIOUS PAVING FOR DRIVEWAYS. PROVIDE RAINGARDEN AREA FOR MICRO —DETENTION. AS DESIGNED, THE AREAS ARE IN CONFORMANCE WITH BIORETENTION AREA REQUIREMENTS. 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. 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. 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): 3 5, 544 PERCENT OF REPLACEMENT OF IMPERVIOUS AREA IN REDEVELOPMENT PROJECTS: 60% TREATMENT CONTROL MEASURE SUMMARY DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) SITE DESIGN MEASURE(S) REQ'D DEPTH OF ROCK FOR STORAGE (FT) DEPTH OF ROCK PROVIDED (FT) PERVIOUS > 1/2 IMPERVIOUS 1 3477 11440 BIORETENTION/RAINGARDEN, PERVIOUS PAVING - - YES 2 4664 9782 BIOREIENTION/RAINGARDEN, PERVIOUS PAVING - - YES 3 4080 7303 BIORETENTION/RAINGARDEN, PERVIOUS PAVING - - YES 4 4201 7183 BIORETENTION/RAINGARDEN. PERVIOUS PAVING - - YES 5 0 6409 PERVIOUS PAVING 0.2 0.3 YES 6 0 2372 PERVIOUS PAVING 0.2 0.3 YES 0 ZR 20 �� 20 (6'O Wo, \ - 1/ 0 '2 Ub/ce .- ( IN FEET ) 1111111.,, ��;,�� 4' :°,:6)°k19 T inch = 20 �� GRARE IC SCALL E N N N N N N N fI N N N N a K NNNNNNNNNNY� /NaI,NNNNNNa �.. 'INN NNN1.1N!! NN 1. � NNNNNNNNNNI ; INI �NNNNNNa NN � NNlNNNNNNNYINI'NNNNNNNa �. NNNaaNNNNNNN .N.INNNNNNNa N, IINNNNiN'N•NNNN 11101NaNAaaa+:-.N NN i NNNNNNNNNNNN INaNNNNNNNa �f N N ' ;�4bb4bN r�N4bbN� Na '•• N N N N 11 N N N N N 1 NNNNNNr,NNNNa N N44444� r, N4444 4 N N N N N N NNNN . n4444yNN, yNNNNyy� �� • •N•N•N•N•N"NNNNN•NNN, - ;;aeyyNNyN� rlaayyyN� • N N N N r N N N N N a �iNNNNNNNNNN, ' itiI/NNNN RE TRUCK TURN 4E ROUND RASSPAVE i RVIOUS PAVVJJNN6 - ELF T Ek11NG) i rn �\ STORMWATER MANAGEMENT PLAN 40 rn N np'.3 N' 0 o N 0 \4-R 0 01 2 co 0 0 L 0 W Z 0 0 n N 0) DESCRIPTION REVISIONS w a J H 61j Z cgi-u O a>a) CO a a � cc z w s oI—LcD vOWo cc Nr J W CC 0 California cn 0 rn 0 Lo 1- z 0 (1) W J 0 (n DRAWN BY: DESIGNED BY: CHECKED BY: z W W z_ z LLI J J 0 < ; 0 i • W o w N r_ _~ _0 0o < 1 151 cEE 2a Ida SHEET C4.1 JOB NO. 1987 0 Ln 0) 0 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. APN 409-24-029 12,005 SF APN 409-24-023 11,915 SF 4"TR "TR. 3"TR APN 409-24-028 12,008 SF 0 3"TR APN 409-24-027 13,105 SF 16"TR 1 SE BIBB 14"TR 16"TR 13 cp 1 APN 409-24-024 11,992 SF 00` 0to �O APN 409-24-025 12,142 SF O O O O O 2f co 1.33?,, 61, $ -P 1-3 <c` - • *(5), - �, � • '.• -• •• 'Wes_ 0 0 0 ° ° O o ° . / ° /1/1 8"PINE Top Level 5,032 Sq. Ft. Bottom Level 3,604 Sq. Ft. 4"IDBL JUNIPER 320 10" OAK 1 OAK 6" OAK ° 16" PINE IS 130" MT TR 1 24" MT TR ° 14" PINE 12" PINE NOTES Building Trees Driveway Trees 12,023 SF Contour Line Existing To be Removed To be Removed To be Removed To remain rev. V 1 W Vv at •1101 W cif) viafte Oftise 110.414 •1: •014 • *Z- '74 e;),, kfti CAMARGO �I■1 r & ASS('IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 06/30/201 P roject 20 13 -20 drawn M c, KG S l 1 EXISTING SITE SCALE 1 /1 6" = 1' - 0" • s1ieet r & ASS('IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 06/30/201 P roject 20 13 -20 drawn M c, KG S l 1 EXISTING SITE SCALE 1 /1 6" = 1' - 0" • s1ieet TWO STORY APN 409-24-030 12,002 SF ADDR: 171 NEWELLAVE LOS GATOS, CA 95032 \ SITE PLAN ONE STORY APN 409-24-029 12,005 SF ADDR: 175 NEWELLAVE LOS GATOS, CA 95032 UTILI,' NU \ TWO STORY APN 409-24-028 12,008 SF ADDR: 179 NEWELLAVE LOS GATOS, CA 95032 ONE STORY APN 409-24-023 11,915 SF ADDR: 123 NEWELL CT LOS GATOS, CA 95032 \ -x UTILITY POLE ONE STORY APN 409-24-027 13,105 SF ADDR: 183 NEWELLAVE LOS GATOS, CA 95032 \ \ ROOF PEAK 348.9' Light Post O \ \ \ \ \ \ ♦ ONE STORY APN 409-24-024 11,992 SF ADDR: 119 NEWELL CT LOS GATOS, CA 95032 0 co BAY WINDOW 0 COVERED PORCH F.F 322.3 GARAGE F.F 321.3 156° ♦ 2� . ♦ / -- ty 3'0 386 30A 312 380 HO , BIBB S 10, S: LOT 2 MAIN FLOOR F.F. 322.3 UPPER FLOOR F.F. 332.3 CELLAR F.F. 311.3 (3,860 SQ. FT.) ROOF PEAK 342.7' 10' SSB ROOF PEAK 336.4' --x-x --x RO F PEAK 33 .3' ONE STORY APN 409-24-025 12,142 SF ADDR: 115 NEWELL CT LOS GATOS, CA 95032 10' SSB 320 319 20' GARAGE F.F 319.25 UTILIT OLE SCALE 1/8" = 1' - 0" c2 Light Post 31 '-6" LO N 1n N m co LL x GARAGE F.F 314.6 r- v Lot 2 Gross Area 316 315.0 3165 OD 315 MAIN FLOOR F.F. 319.75 LOWER FLOOR F.F. 308.75 (4,197 SQ, FT. ) LOT 3 20' Lott Gross Area T Lot 3 Gross Area -&et4Cr soArca / 10' 10' SSB SSB GUY ANCHOR SGNL POL SGNL BX 2.5 1.5 308 SGNL BX 2.5 1.5 COVERED PORCH F.F 315.0 LOT 1 MAIN FLOOR F.F. 315.6 UPPER FLOOR F.F. 326.1 CELLAR F.F. 304.6 (4,195 SQ. FT.) 20'-6" GARAGE F.F 309 313.5 312.5 306 306 TW 314.0 FW 311.5 TW 311.0 FW 308.5 TW 308 TW 304.5 FW 303 30A TW 300.5 ^oti 31'-6" 304 CO N -69--Li- TW 304.5 TW 306.5 BW 306 in N ©' _ Light Post co N MAIN FLOOR F.F. 309.25 UPPPER FLOOR F.F. 319.25 (4,168 SQ F . ) LOT 4 SGNL BX 2.5 1.5 0 TOP 4" D cc Light Post 300 NEW WOOD FENCE co N SL B IGHT P i E • • • • • • 5 12,023 S YD / FENCING ARCEL DATA Existing Lot APN: Area: Gross Road Area: Lot 1 Gross Area: Road Area: Net Area: Open Space: Yard: Lot 2 Gross Area: Road Area: Net Area: Open Space: Yard: Lot 3 Gross Area: Road Area: Net Area: Open Space: Yard: Lot 4 Gross Area: Road Area: Net Area: Open Space: Yard: 409-24-026 60,915 SQ. FT. 7,640 SQ. FT. 16,615 SQ. FT 1,620 SQ. FT. 14,995 SQ. FT. 13,770 SQ. FT. 129' x 98' (GROSS DIM) 12,559 SQ. FT. (MINUS DRIVEWAY) 16,895 SQ. FT. 1,912 SQ. FT. 14,983 SQ. FT. 13,424 SQ. FT. 140' x 90' (GROSS DIM) 12,522 SQ. FT. (MINUS DRIVEWAY) 14,268 SQ. FT. 2,519 SQ. FT. 11,749 SQ. FT. 11,096 SQ. FT. 100' x 105' (GROSS DIM) 10,456 SQ. FT. (MINUS DRIVEWAY) 13,137 SQ. FT. 1,589 SQ. FT. 11,548 SQ. FT. 9,525 SQ. FT. 91' x 100' (GROSS DIM) 9,055 SQ. FT. (MINUS DRIVEWAY) rev. W x 6g • Piliesse • a • 11140,4 • 411 01404,4 • Pose • CAMARGO [I ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 Wri 06/30/2014 20 13 -20 • 2 WOOD FENCE WOOD FENCE El El El MN MN m T.O.R. 348'-0' 123 NEWELL CT LCF 4 - T.O.R. 334'-6" LCF 4 - T.O.R. 334'-6" E WOOD FENCE LCF 2 - T.O.R. 346'-10" LCF 3 - T.O.R. 340'-6" SECTI N 1 T.O.R. 342'-0' 119 NEWELL CT SECTI T 2 T.O.R. 348'-0' 179 NEWELL AVE LCF 2 - T.O.R. 346'-10" LCF 1-TOR 342'-6" SECTI€W 3 WOOD FENCE LCF 1 - T.O.R. 342'-6" T.O.R. 338'-0' 115 NEWELL CT T.O.R. 342'-0' 175 NEWELL AVE WOOD FENCE CONCRETE RETAINING WALL T.O.R. 348'-0' T.O.R. 348'-0' 123 NEWELL CT 183 NEWELL AVE LOT 3 - F.G. 319'-9" LOT 4 - F.G. 309'-0" LOT 2 - F.G. 321'-4" LOT 1 - F.G. 314'-6" T.O.R. 338'-0' 115 NEWELL CT LOT 2 - F.G. 321'-4" LOT 1 - F.G. 314'-6" W V 1 ci) 116. U W w z 03 z z 511404 . N 16. cit • • z CAMARGO J�- & ASSCFIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com date 06/30/201 L project 2013-20 drawn M C, KG SITE SECTIINS SCALE 1 /1 6" = 1' - 0" S 1 • 3 sheet rev. E04 (E) PINE = 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 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 8 CAJEPUT TREE 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' PISTACHE CHINENSE 'KEITH DAVEY' TRISTANIOPSIS LAURINA `ELEGANT' LOW BRANCH BETULA NIGRA'DURA HEAT' MELALEUCA QUINQUENERVIA MULTI -TRUNK PINUS PINEA ACER PALMATUM ACER PALMATUM PINUS PINEA SIZE/INITIAL HEIGH1MATURE SIZE 24" BOX (8-10') 24" BOX (8') 24" BOX (7-8') 24" BOX (9-10') 24" BOX (10') EXISTING EXISTING EXISTING EXISTING 40' 30+' 25' 40' 30' 50' 20' 20' 50' 162' COVERED PORCH F.F 322.3 GARAGE F.F 321.3 E01 (E) STONE PINE MAIN FLOOR F.F. 322.3 UPPER FLOOR F.F. ??? BASEMENT F.F. 311.3 (3,860 SQ. FT.) 319 GARAGE F.F 319.25 MAIN FLOOR F.F. 319.75 BASEMENT F.F. 308.75 (4,197 SQ, FT. ) AREA TO FILL IN WITH XYLOSMA CONGESTUM TO MATCH EXISTING PRIVACY XYLOSMA HEDGE GARAGE F.F 314.6 MAIN FLOOR F.F. 315.6 UPPER LEVEL F.F. 326.6 BASEMENT F.F. 304.6 (4,244 SQ. FT.) TW 306.5 BW 306 GARAGE F.F 309 MAIN FLOOR F.F. 309.25 UPPPER FLOOR F.F. 319.25 (4,168 SQ FT.) rdirdliW■jam IIIIIMMINIIK fillIIMIrl Pd� o Alir < 0 iVp s •s .,.(\ 4470 (E) JAPANESE MAPLES Winchester Blvd. 13 E05 PLANTING KEY: W P.( V ) Qin Vv z •im ;■I • cit C1') z Ileava • t 1.4 OTO • Amo • W 1 4 e%5 z CAMARGO �I■1 & ASSCFIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30/201 L P roject 2013 -20 drawn MC, KG S 0 LANDSCAPE PLAN SCALE 1 /1 6" = 1' - 0" L sheet & ASSCFIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30/201 L P roject 2013 -20 drawn MC, KG S 0 LANDSCAPE PLAN SCALE 1 /1 6" = 1' - 0" L sheet rev. MAIN & UPPER = 4244 SQ FT MAIN FLOOR PLAN 2230 sq ft (excl. garage) MAIN FLOOR ISOMETRIC UPPER FLOOR PLAN 2014 sq ft UPPER FLOOR ISOMETRIC CELLAR 1098 sq ft O ) 117 O E-4 O 0 Vv z W z ca) • AV • v Amo 411 • t t4t) e%5 44 z CAMARGO 1 I I L �I■1 & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 /2 014 P roject 2013 -20 drawn MC, KG FLOOR PLANS L� 1, (PTIQN 1 SCALE 1/8" = 1' - 0" A 1 1 sheet & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 /2 014 P roject 2013 -20 drawn MC, KG FLOOR PLANS L� 1, (PTIQN 1 SCALE 1/8" = 1' - 0" A 1 1 sheet GARAGE 615 SQ FT = Primary Unit (TOTAL 3921 sq ft) = In -Law Unit (475 sq ft) ila111111111111 ■ 34' 11" MAIN FLOOR PLAN Prinary Unit Main In -Law Unit 1914sgft 475 sq ft MAIN FLOOR ISOMETRIC 15'-6" 177.848 m2 44.119 m2 18' 11" MASTER BDRM 186.500 m2 18'-2" < 6' 2" 12'-4" 74'-9" 15' 4" 22' 6" 14' 8" BALCON 56'-7" 7'-10" 3'11">1-< 14' 8" UPPER FLOOR PLAN Prinrairy Unit Upper 2007 sq ft UPPER FLOOR ISOMETRIC frA CELLAR 1098 sq ft rev. O 0-1 H 4-1 0 H 0 W W • • • • 4-1 •p i •- cit U • Amo • • 44 44 z CAMARGO L �I■1 & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 /2 014 p roject 2013 -20 drawn MC, KG FLOOR PLANS L� 1, CPTIQd 2 - IN-LAW UNIT CPTICN' SCALE 1/8" = 11- 0" A 1 2 sheet & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 /2 014 p roject 2013 -20 drawn MC, KG FLOOR PLANS L� 1, CPTIQd 2 - IN-LAW UNIT CPTICN' SCALE 1/8" = 11- 0" A 1 2 sheet rev. p— ✓�® y , � imp dog Agink front view isometric MAX. ALLOWABLE HEIGHT 30'-0" T.O.R. = 342'-6" F.G. = 314'-6" ............... � STEEL SPIRAL STAIR SOLAR PANELS ■■■■■■■■■■ \ ■■■■■■■m■ro I■■■■■■■■■■ ■uuuuuuu•ui ■■■■■■■■■■■■■■■■..0 IMME1■■■■■■lNI !4 ■■■■■• UI ■.I...■ ....IuuI LE -`■■■ ■■■■r.....!!!n ■■■■■■■■■ ■■■■■n ■ ................. ■....I MIN 1■■■■■■■■■■■■■■■■■■■■■■■I MIN ■■1111� ■■■■■■■■■■■■■■ ■■■■■■■■1 IIMI Mill I■■■■■■■■■■■■■■■■■■■■■■l■■11 1►`11'/.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■11 I■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■■■u■■■■■■■■■■■1■■■11■■■■I �•■■■■■■■■■■■■■■■■■■■■■■■■IIII 1■■■■■■■■■■■■■■■■■■■■ ■■■■■■1■1■■■■■■■■■■■■111111■■■� =�_ 1■■■■■■■■■■■■■■■■■■■■■■■1 n■■■■■■■■■■■■■■■■■■■■■■■■►` = ---- ■■■■■■■■■■■■■■■ ■■■■■■■1 11■iii1 ■■■■■■-91 1■■■111 _--__= z - -sim■■■■■■■■■■■■■■■■■■! , ■■■■■■■■■■■■■■■■rlull ■i■■■■L■••••■•••••••■ ■■■■■■■■■■ 011-11■■■■■■■■■■■■■■■1 .1■■■■■■■■■■■■■■■■r IMMMEMM■NONN Illilullulul ■ N ■■■■■■■■■■■■■■. I iii■■■■■■■■I■■■■■■■■I ■■■■ II I i_ 1■■■■■■■1 1■■■■■■■■l■I11 hull 1I�III Il■l■■■■■I I■■■■■■■■■■111 I■■■ 1 it fill 11 1■■■■■■■1 1■■■■■■■■■■I ■ 1■ ■ i I■■■■■■■■I I■■■■■■■■■■111 1 [I I■■CA 111 1 %■■ pI 1■■■■■l 1■■■■■■■■■■III - 1■■ 1 II• . ■■■■■■■■I I II rear elevation MAX. ALLOWABLE HEIGHT 30'-0" muI■■■■■■■■■■■■■■■■■■ mum 1 MMEMMEMM I■■■■■■■■■■■■■■■■■■■■■■■■■■■■� l■■■■■■■■■■■■■■■■■u■■lulu■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 MMEMMEMMMMM 1■■■■■■■■■■■■■■■■■i1;.■■■■■■■y■■■■■■■■■■■■■■■■■■■■, ■■■■■■■■■■■■■■■■■I II NEENN ---------------- J■■■■■■■■■■■■■■■■■III■1 s---- •!UUUl■■■■■■■■■■■■■IIL ■•■■■■■■■■■■■■■■■�> --- � - Er■■■■■■■■■■■■■■ Fa 1■lU■■■■l■■■■■■■lull 1.■....u ■..........l. I■■■■■■■■■■■■■■■■■■■1 1■■■■■■■■■■■■■■■■■■■1 I■■■■■■■■■■■■1 1■■■■■■■■■■■■1 IMMMMI I■■■■■■■■■■■■1 1■■■■■■■■■■■■ MMMMMI 11■■■■■■■■■■■■■■■1 I■II■■■■■■■■■■■■■■■ 11■■■■■■■■■ ■■1 I1■■■■■■■■ ■■■ � 1 MEME � llllllllllllllll■lllE ll1 NNWMIiiiiiIWIN11ili■MiM III iiiiiii1n left side elevation MAX. ALLOWABLE HEIGHT 30'-0" N N III11I IIIII 111 F.G. = 314'-6" IIIIIII lit' l T1-T�i ■■■■■■■...■.....I 111■■■■■■■1■■1111 1111■■■■■■■■1■111 1hlNll1111MU1hh1 11111111111 111111111111 111111111111111111111111I 1111I 11I III 1 I I A I I I I I I I 1 l 11111111111I 11111111111111111 11 1 I I I I I 1 1 1 1w 1111111111111111 Illlllll 1111111 III 1 1 I I Illlllll II I1 III 111l 1II 111 I I I 111111111111 1 1 1 1 1 1 1 1 1 0 1 1 I P-,I I I I I 11-,-. I 111I11I11I11 I I I I I I I IIIIIIIIIIIIII 1 1 I 1 1 1 1 1 1 11I 111111111111 1 1 1 1 1 1 1 1 1 1 I 111111111 IIIIIIIIIIIIIIIIIIII1 1 1111111111111111 111 front elevation MAX. ALLOWABLE HEIGHT 30'-0" N T.O.R. = 342'-6" F.G. = 314'-6" COMP. SHINGLE ROOFING TYP. ALUMINUM CLAD WINDOWS TYP. BOARD & BATTEN SIDING METAL POST AND CABLE RAILING SMOOTH TEXTURE EXTERIOR PLASTER FINISH IIIIII1II11I1I1111111 I I I I I I I 11 11 II III IIII 0111 1111 U1111111 II1I 1111 H lr HIR I 1141 I I I II I P IQ I III I I I I I I 11111 11 11 III 1111111 111111 1111 1111111 11111111111111111111 1111111IIII 1111111111111 1111111 III11 1111111111111 IIIIIIII IIIIII III 11111111111111 1111111111111111111II1 11111111111111 1111111 1111 111111111111111111111111 IIIIIIIIII 1111111 111111 111111111111 1 III IIIIIIIIIIIIII 111111111111111111111 .080 4080 ■■■■■■■■ 1■■■■■■■1 ■■■■■■■■1 1■■■■■■■1 ■■■■■■■■I M right side elevation MAX. ALLOWABLE HEIGHT 30'-0" T.O.R. = 342'-6" F.G. = 314'-6" Effir section O H U O ci) W W 116. 11.4 z cit z 10•014 • • wail OTO 1 a U • Ai CA W w -Wh • • cu* 11 Cr4 a4 z CAMARGO I I I I I L �I■1 & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 /2 014 P roject 2013 -20 drawn MC, KG L€T 1-ELEVATI€NS / SECTIIN SCALE 1/8" = 1' - 0" A 1 • 3 sheet & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 /2 014 P roject 2013 -20 drawn MC, KG L€T 1-ELEVATI€NS / SECTIIN SCALE 1/8" = 1' - 0" A 1 • 3 sheet 102'-7" 21'-8" 10'-6" 38'-3" 20'-1" 12'-1" / 16'-9" 21'-9" 9'-4" 24'-8" 14'-8" rev. N 0 22'-10" MAIN & UPPER = 3841 SQ FT I / GREAT ROOM ENTRY FR 00 HALL DINING ONT PO RC H LAU. STUDY 0 0 • M. BATH N • 11111-1111 40'-9" 69'-11" MAIN FLOOR PLAN 2776 sq ft (excl. garage) 14'-1" / 9'-1" / 4-1 �I I�I ��� ® IIIIIIIIi ��11111ir ��I ���� �•� IIIIIIIIIIIIIIIIII�F IIIII�IIIIIIIIII �"�' I ��I �„�r� il�lllllllllllili% r/�/ \\ Ili!! illlllllll BEDROOM I4'-7" x 15'-8" DN HALL 13'-11" x 17'-11" OPEN BELOW MAIN FLOOR ISOMETRIC 20'-8" 11'-4" BATITIO CLOSET 6'-5" x 6'-3" BATH 6'-5" x T-0" 8'-9" i BEDROOM 13'-7" x 16'-4" `o N 14'-1" 54'-10" UPPER FLOOR PLAN 1065 sq ft / i / 39'-4" 22'-3" CELLAR UPPER FLOOR ISOMETRIC 1221 sq ft Cr 1 • N � H ox ao 0 116. lova z at • - kiafte • - cit 1:1 W z Iftese • • Amo �I1 • 44 z CAMARGO 1' L �I■1 & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 /2 014 P roject 2013 -20 drawn MC, KG A 2 1 La 2-FLOIRPLANS SCALE 1/8" = 1' - 0" • sliee & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 /2 014 P roject 2013 -20 drawn MC, KG A 2 1 La 2-FLOIRPLANS SCALE 1/8" = 1' - 0" • sliee ALLOWABLE HEIGHT 30'-0" rev. i YI ■ ?=-_' � s 1 11•r'�.1j�� Ir r •..ii.�lWM a4�'1�''il•���YL_•r,�,�1rl.�i iio;; ..r►�•r 1 IIN —====--————— in I ---------------- -_-- - I■I■i.. II III r I\ ■r f - 1 ■r•• � ■r■r • 111110111 ��IIE ►\ 4 J f .ritle 1_ IMO 1 III 1111111 • front view isometric I milli IOU - Jai ill"sliNP-.! r. .. 1 + 1 -�r. r.. r, �r�r�.�r�lr•r%a ; r I � �rl�•: r! � .1I.11- ----- ---- ---- -- -- -- — ---- --- -- -- -- -- ---- — — -- --- — — — — ice.-- — — ------: ■-_-7 ` I — �`' -■ _ ■ 1111 '111::::ZZZZZZZZT11:11111:1111;c7:::::::: -- T:H"'ji::::'".. - - a - - =:::::11::::::16: :; -%Z:':''''''' 110 .,,..r.....zzz...,zz,zz:tt!....zlrz,.Lztizzzz,..is:...i..cjz_z_~,z:r..z:s::::::::ss===.=.......====7rT::':12-..;••;::;;,-f:;;;::„,.t• .::;;;::::::;;:;,,;:;%:::;;: '''"''''''- - - e..........................................I II 4...„...::::ZZ,ZZZZ,....Z..,ZZffffzlfZ:ZZI~ZZ::;:::::: - - :L°:.:Ll:::!:.!:'tf::S=it. "Si:Stlif:!i!!":;1;;:-.......,:_ i:::::....7":'. .......... l:ij.--.r.'1:11:::___ _____, _______ ......._ _ ,_-------• '''''-' -� I IIIIII�II II.1 t; III �'� •�' _ 1 i1i ....................................................................................................................................................................................................................................................................................................... - 7 ir�rri1- f•,'p1� r'1 r •,. .11 COMPOSITE SHINGLE ALUM WOOD WINDOWS BOARD & BATTEN SIDING STONE WAINSCOT rear view isometric ALLOWABLE HEIGHT 30'-0" T.O.R. = 346'-10" �- Llv�lvv VWITIMM 1011 • Y` ■1 Y ■1 1 1 ■■ III ■ Il rr r ii II ■ 1 :r:irl DnD.■ I. Y Y! Y' Y' I• •oil' -i■ ■ ■ II � D I rlr&rl� ►,-r•-r 5.�1 u�l■�- I■•emu iUl■�,■�■www�� Y m Y Y - ` Y Y Y Y Y D D D D•D•D•D I r r I �r"-� �r ' 11-'- '4 � 1r �r ' �r 1r � 1r �r � 1r left side elevation co N F.G.=321'4" Y --' Y Y Y Y' -' Y - Y" Y - Y'"- Y" Yam' Y" Y" Y -re Y Y' - Y Y' Y'-' Y" Y Y Y Y I■ r. _ _I. _ _I D p p p O p r D•r p p ., •r •I •r •r •r •r • •r . •r •r ., •r .r •r •r •r •r •r •r •1 •r ., •r •r •r , , r r r � � r_ � � r ►_ r_ ►_ r_ � r_ r_ � � � r_ ► � � r_ r_ � � r_ r r r. r Y 1r 1r ' � 'r � 1r it Y'- tir fir-'-• tr-;-' ' 1r-'-• 1r-'-• �r Y'-• 1r -' Y ._I�■,.■■._._. a _._■ _._■_._u_._._._._ _._I■_._■_._._■ ma 11■r�r�r�-■ ■mD�■ ■fir-'. ■,�mnmj�ismion■��w■�r�■�� * !Jii�pr014 ,.Ta I right side elevation D■D■D■D■D■ •%r .. •'r '•r rr r_ r_ r_ r ■• a■•■1•■no' - front elevation •Y.�. Y.�-.-Y.�. Y..-. Y`.-•-Y'-•_Y_.•-I Y' Y_.• Y` -.Y_.• Y_-•_Y_-•-Y_.•-Y_-• Y� Y1m Y_..-Y.. .r ■•_■•_■•_■•_■1_■I _I■I_■1_■I_■•■.ale mr,1_ me, ■•_■rl�.•. V�■AI M■/_■•_I■II_■•_■•_I.._■ICI■I_I■•_•_■•_ LAD ■DoDDDDD■prpr=■��■■DDDDDDDDDpr�DDDuD■D■ �••■=■D■MrD■DD�r2- ?AveI r • •r •r •r • fa tip •r •r •r •r i ♦ •r • •r •r • •r •r •r •r •r •r •i ra r_ r_ r_ � r_ r_ r_ � � � � � r_ � r_ r_ � � r_ � r_ � � r_ r_ r_ r_ ■ tir - � r - j � � - Zr �� - tir - tir � 'r r ''r • 'r �r � • �r 'v'r tir, 'v'r �r 'v'r •v'r 'vY 'v'r • v'r 1r 'r • • 1 I • • •• I I I• I•1 I I • • . . I • •/ • I I I I I • 1 I • •D•D D D•D•D 1- D D D•Dum,D•D•DImmoD•D• r r r r , r r I r ,VI*i r .•r • r_• et. • •r • u j•� •rt• • • •r w • • • c• •r •� •r •r •r •r •r • • it1_I■•..1■•_I�/ _I■•._■1._I■■,_I■I._I.r•�_I■•, raw ,■.I■1._I■•_I■I_I■a.■11■1._I■•MI■I.M�i_I �_I■II,_I■•,_f-I•._I.r1,_I III_(. _I■T•�■1(•AC_I■•` COMPOSITE SHINGLES BOARD AND BATTEN SIDING STONE VENEER 30" WAINSCOT lair IL. J101- ,op nal 1=11■`I.�■Y%31■YI ��%�■YI�■Y%■YI`�I■Y%3 ■Y/��I ■ � D ■ ■ r D ■ D D D D D•D .� •r • r •r •r r•r 1rr_ •r •r � r.m• r■.rti.r.•min,/••rrn......r..rru.rr rear elevation Tel I�il,f• ^ili■■�■r land. 117 section r •. y'- Y` Y Y Y 7 S ■ ■ ■ ■ ■ ■ ■ r 1 1� .i •1 •1 •r' • �r �1 •1 r r_ r r_ r r_ � r_ ALLOWABLE HEIGHT 30'-0" ALLOWABLE HEIGHT 30'-0" 0) csa O I--1 E-1 c.) O W 16, ci) W W w z ol; Iftaie ''zt z Av • •- Cit • Amo • N fa) Asa • • (.14 z Lim•i CAMARGO & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 2 014 P roject drawn 2013 MC, -20 KG L� 2 - ELEVATHNS / SECTHN SCALE 1/8" = 1' - 0" A 2 2 sheet 77'-6" 26'-9" 34'-1" 16'-8" rev. GARAGE 664 SQ FT DN. own nmo OO 00 PNTRY KITCHEN ROUND COLUMN HALL NOOK i GREAT RM 7'-4" 32'-10" 36'-4" 69'-2" 77'-6" MAIN FLOOR PLAN 2508 sq ft (excl. garage) MAIN & UPPER = 4199 SQ FT MAIN FLOOR ISOMETRIC LOWER FLOOR PLAN 1691sgft LOWER FLOOR ISOMETRIC H ox ao 0 104 z • p■j Aria • - cit CA 'It W z Pliouse • t ti� • Amo • • 44 z CAMARGO 1' L �I■1 & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30/2 014 P roject 2013-20 drawn MC, KG L� 3—FLQIRPLANS SCALE 1/8" = 1' - 0" A 3 1 sheet & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30/2 014 P roject 2013-20 drawn MC, KG L� 3—FLQIRPLANS SCALE 1/8" = 1' - 0" A 3 1 sheet ALLOWABLE HEIGHT 30'-0" rev. ■■■■■11 �1111111m ■■■■■■ ■1■11■1 front view isometric • • �,' `. IIIIIIIIIIIIIIIII--"•��-Illuu■■■■■■■■■■-�-- =.,,,,,--- IIIIIIIIIIIIIIIII IIIIIIIIIIII■■■■■■■■■■■■■■■IIIIIIIIIIIIIIIIIIIIIIIIII 1■■■■■■■■ IIIIIIIIIIIII■■■""'�■■■■■� nlll 111111111111■■■1 IIIIIIIIIIIIIIIIIIIIIIIII ■■■■■■■■I 11111111111111111 111111111111■■■■■■■■■111111111111111111111■■■■■■■■ 111111111111111 1■■■■■■1111111111111111,,,,111 ■■■..■■■I 111111����1�11 110111,1111■■■1■■■■■•111111111111111111■.■.■.■. 11111111111■■■ I■■■■■■11�1111111111111111111111--------. • • r= r Al I OWARI FJ-IFIGHT 30'-0" • 1■■■■■■■■1■1 ■■■■.■■.■■■ 1■■■■■■■■■■1 ■■■■■■■■■■■ 1■■■■■■■■■■1 11 �■■�nI111111I■■■■i ■■■111111111 ■■■■■1 I■■IIIIIIIIII I■■■■I ■■■111111111 ■■■■■1 I■■1111111111■■■■I !■!uu1111 1■1111 it Ik ilk! --- ■■11■1 iI 1■■■■■ MI 1■■:: 1�■I ■■■11■1 ■■ 1■■r_- !u1 aim . ale■■■■■■■■■■■■■■■■■..: ■■OM■■■■P"mmil ■■■■■I hal 4111■■■ MI ■■■■■■ fl 1■■■■■■IE■■■ 1 1 I I I I 1 1 ■■■I IEEE MI 1■■I IEEE 1■■I 1■■■■■■r■■11 I■■■■■■■■■■ I■■■■■■UN■■■ ALLOWABLE HEIGHT 30'-0" T.O.R. = 340'-6" O� O N A''' ' 1 11 rear view isometric ■■■■■■■■■■■■■■■PIN■■■■■■ ■■■!■■■■■■■■■■■■■■■■INEMIMI ■■■■■■■■■■■■■■■■,■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■ ■■■■■P''\■■■■■ ■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■I ■ I■■■■ ■■■■ I■■■■■■■■ ■■■■■■■■■■■ I■■■■■■■■■■■■■■■ ■■ ■■■■■ ■■■■ ■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■I INN■■■■■■■■ ■■■INN■■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■I ■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■ left side elevation O N ■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■P■■■■ ■■■■■■■■■■■1 ■■■■■■■■■■■ ■■■■■■■■■■■1 ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ F.G. = 319'-9" ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■INN■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■INN■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■II■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■INN■■■■■■■■ right side elevation ■■■PINE■■,■■■■■■■ ■■ ■■■■■■■ ■■■ ■■■■■■■ ■■ ■■■■■■■ ■■■ ■■■■■■■ ■■ ■■■■■■■ ■■■ ■■■■■■■ front elevation ■■■M■■■■■■■ ■■■■■■■■P■■■■■■■■■■■■■■■■ ■■■■■u.M■■■■■■■■■■ ■■ ■■■■■■■■■■■1 ■■■1 ■■■■■■■■■■■ ■■ ■■■■■■■■■■■1 ■■■ off ■■■■■■■■■ ■■■■■■■■MM■■■MM■■■■■■■ ■1 I■■11■ ■■■ ■1 I■■11■ ■■■ ■1 1■■11■ rear view isometric ■■■■■■■■■■■■■■■PIN■■■■■■ ■■■!■■■■■■■■■■■■■■■■INEMIMI ■■■■■■■■■■■■■■■■,■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■ ■■■■■P''\■■■■■ ■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■I ■ I■■■■ ■■■■ I■■■■■■■■ ■■■■■■■■■■■ I■■■■■■■■■■■■■■■ ■■ ■■■■■ ■■■■ ■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■I INN■■■■■■■■ ■■■INN■■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■I ■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■ left side elevation O N ■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■P■■■■ ■■■■■■■■■■■1 ■■■■■■■■■■■ ■■■■■■■■■■■1 ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ F.G. = 319'-9" ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■INN■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■INN■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■II■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■INN■■■■■■■■ right side elevation ■■■PINE■■,■■■■■■■ ■■ ■■■■■■■ ■■■ ■■■■■■■ ■■ ■■■■■■■ ■■■ ■■■■■■■ ■■ ■■■■■■■ ■■■ ■■■■■■■ front elevation ■■■M■■■■■■■ ■■■■■■■■P■■■■■■■■■■■■■■■■ ■■■■■u.M■■■■■■■■■■ ■■ ■■■■■■■■■■■1 ■■■1 ■■■■■■■■■■■ ■■ ■■■■■■■■■■■1 ■■■ off ■■■■■■■■■ ■■■■■■■■MM■■■MM■■■■■■■ ■1 I■■11■ ■■■ ■1 I■■11■ ■■■ ■1 1■■11■ »0 rear elevation dl� AI I OWARI F HEIGHT 30'-0" section ■■■■■ ■■■■■■ I■■■■■ ■■■■■■ I■■■■■ ■■■■■ I■■■■■ 00� O I--1 E-1 U W ci) W W w z .- ;.4 .- Cit W z z • • Amo CA x W • N • Cr4 (.14 z k Lim CAMARGO L �I■1 & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30/2 014 P roject 2013-20 drawn MC, KG L� 3 - ELEVATIQNS / SECTIIN SCALE 1/8" = 1' - 0" A 3 sheet O I--1 E-1 U W ci) W W w z .- ;.4 .- Cit W z z • • Amo CA x W • N • Cr4 (.14 z k Lim CAMARGO L �I■1 & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30/2 014 P roject 2013-20 drawn MC, KG L� 3 - ELEVATIQNS / SECTIIN SCALE 1/8" = 1' - 0" A 3 sheet & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30/2 014 P roject 2013-20 drawn MC, KG L� 3 - ELEVATIQNS / SECTIIN SCALE 1/8" = 1' - 0" A 3 sheet rev. /4'-4 . 24'-1 " 15'-6" 10'-7" 16'-7" 7'-7" / / / / / / / \ \ D 1 PORCH ? 4 ,`, L STUDY ENTRY DINING ii 0 o oo il v N GARAGE BATH BATH KITCHEN 601 SQ FT II Pr I III 1 r- UP LAUNDRY HALL / 3'-2" 1, 0,1'-10" 18'-6" INOOK CLOSET HALL MASTER BDRM FAMILY MASTER BATH WC '•R M - o 1 1 r / 19'-4" / 18'-6" 36'-6" / / 74'-4" / / MAIN FLOOR PLAN 3011 sq ft (excl. garage) MAIN & UPPER = 4197 SQ FT MAIN FLOOR ISOMETRIC \ \ 10' 8" 19' 79' 10' 60' 7" 60' 7" 14' 5" 12' 4" 3' 9 18' 7" 13' 5" UPPER FLOOR PLAN UPPER FLOOR ISOMETRIC FLOOR PLANS L� 4, CPTIQI 1 1186 sq ft \\ O P-1 4t �O O H 0 z • - cit CA 'It C„) W z z • • .1=i chn • t4t) e;)., tn O CAMARGO �IIII & ASSCFIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06�/30/201 L project 2013-20 drawn M C, G 1 SCALE 1/8" = 1' - 0" sheet & ASSCFIATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06�/30/201 L project 2013-20 drawn M C, G 1 SCALE 1/8" = 1' - 0" sheet A A 24' 1" GARAGE 601 SQ FT PORCH 15' 6" 69' 3" 10' 7" 16' 7" STUDY BATH BATH LAUNDRY FAMILY PORCH M ENTRY Q DINING HALL KITCHEN CLOSET HALL H MASTER B 1 WC 4' MASTER BDRM 18' 6" NOOK FAMILY f PO CH = Primary Unit (TOTAL 3410 sq ft) = In -Law Unit (680 sq ft) 74' 4" 18' 8" 17' 10" MAIN FLOOR PLAN Prinary Unit Main 2956 sq ft MAIN FLOOR ISOMETRIC 274.654 m2 19' BEDROOM 63.200 m2 10' 8" 10' 60' 7" - 14' 5" OPEN BELOW 60' 7" HALL 12'-5" 3' 9" -►a 13' 5- 1'-5 7' 10" UPPER FLOOR PLAN UPPER FLOOR ISOMETRIC Prinary Unit Upper In -Law Unit 454 sq ft 680 sq ft i 42.253 m2 rev. N O H 0 r\ H 0 W W • • • • 4-1 •- o •- U • C1 Amo CA • • 44 44 z CAMARGO L �I■1 & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.cannrgo.com date 06/30/2 014 p roject 2013 -20 drawn M C, KG FLOOR PLANS L� 4, CPTIQd 2 - IN-LAW UNIT CPTIQK SCALE 1/8" = 1' - 0" A 4 2 sheet & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.cannrgo.com date 06/30/2 014 p roject 2013 -20 drawn M C, KG FLOOR PLANS L� 4, CPTIQd 2 - IN-LAW UNIT CPTIQK SCALE 1/8" = 1' - 0" A 4 2 sheet rev. t: • -- - - ------ - -- • "2 — = == ------- ----- _ --- =i �iiai sswa 1W^ —aca�sa�� I11I1I1I1I, 1111 _ _ _ _ ______-_,. _ _ ----_____ 1,,,,_„:„....„1:2__._____„_____7_77___!" .....„_7__,______,„,.. -:_=„,________ __,...___ front view isometric — -- --- --- — -- - — — — -- — — — — — — — --��_�__���-�_��_��_���-_��•�� i-Op-..���5�� ---_ �••���----�-��-��-_�-••jam .i....... --����__ `♦ - -� --!I' -_l'�•=ice- __--_--_--_--_ __----_--_--_-- =ems'171:41.17:tkiti#1.. -- szzszi sztrz �--_i---OOP - IIII'' _==i_-��i-�_ i�0i ................................................... _�-�__��_�__�� - O� � �-� ��i� ! Epp- __- __............................................. _ __ __ _ - - _ - - _ rear view isometric T.O.R. 334'-6" F.G. = 309'-0" left side elevation 1110 J right side elevation ALLOWABLE HEIGHT 30'-0" riolle6OWABLE HEIGHT 30'-0" T.O.R. = 334'-6" T.O.R. 334'-6" F.G. = 309'-0" 0 front elevation I�J�J ALL\OWABLE HEIGHT 30' - lIluHH11lIlIul rear elevation COMPOSITE SHINGLES ALUM WOOD WINDOWS BOARD & BATTEN STUCCO section O E U O ci) W • W 116. w z .- cit Pleofte Iftese . . z U • A..i ti•Wk • W w • 44 a4 a4 z 614 CAMARGO L �I■1 & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 /2 014 P roject 2013 -20 drawn MC, KG L� 4-ELEVATHNS /SECTHJ SCALE 1/8" = 1' - 0" A 4 • 3 sheet & ASS(IATES ARCHITECTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.canargo.com date 06/30 /2 014 P roject 2013 -20 drawn MC, KG L� 4-ELEVATHNS /SECTHJ SCALE 1/8" = 1' - 0" A 4 • 3 sheet