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Item 2 - Exhibit 09 - Project PlansA-0.01 A-0.02 A-1.02 A-1.05 A-1.07 A-2.01 A-3.01 A-3.02 A-801 GPR TITLE SHEET GENERAL NOTES ARCHITECTURAL SITE PLAN FLOOR PLANS ROOF PLANS EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS AREA CALCULATIONS BUILD IT GREEN GREEN POINT RATED CHECKLIST 3D VIEWS 1 2 3 4 5 6 7 TOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONS BLUEPRINT FOR A CLEAN BAY EXISTING TOPOGRAPHY & DEMOLITION PLAN SITE PLAN GRADING & DRAINAGE PLAN SECTIONS & DETAILS EROSION CONTROL PLAN L-1 LANDSCAPE PLAN V-001 SITE SECTIONS / VISIBILITY ANALYSIS PROJECT DIRECTORY (A - Z)SCOPE OF WORKVICINITY MAP SHEET INDEX FOR PLANNING PRINTED PLAN CHECK PRINTED FOR BIDDING PRINTED FOR CONSTRUCTION PRINTED 1 5 3 1 0 S U V I E W D R I V E ARCHITECTS: CIVIL ENGINEERS: GOVERNMENT: LANDSCAPE ARCHITECTS: OWNERS: CAMARGO & ASSOCIATES ARCHITECTS 3953 YOLO DR. SAN JOSE, CA. 95136 MAURICE@CAMARGO.COM T: 408.489.1077 HANNA-BRUNETTI, INC. 7651 EIGLEBERRY ST/ GILROY, CA. 95020 ENGINEERING@HANNABRUNETTI.COM T: 408.842.2173 TOWN OF LOS GATOS 110 E. MAIN ST. LOS GATOS, CA. 95030 T.408.354.6834 AITKEN ASSOCIATES LANDSCAPE ARCHITECTS 8262 RANCHE REAL GILROY, CA. 95020 T: 408.842.0245 JIM & HOLLY VERGARA 15310 SUVIEW DR. LOS GATOS, CA. 95032 THE PROPOSED SCOPE OF WORK CONSISTS OF DEMOLITION OF EXISTING SINGLE FAMILY HOME STRUCTURE, DETACHED IN-LAW UNIT AND CARPORT TO CONSTRUCT A ONE STORY SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE. ALL WORK DESCRIBED IN THESE DOCUMENTS SHALL COMPLY WITH THE LATEST BUILDING CONSTRUCTION CODES AND THOSE CODES AMENDED AND ADOPTED BY THE TOWN OF LOS GATOS. ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES: 2016 CALIFORNIA BUILDING CODE. 2016 CALIFORNIA ELECTRICAL CODE. 2016 CALIFORNIA ENERGY CODE. 2016 CALIFORNIA FIRE CODE. 2016 CALIFORNIA GREEN BUILDING STANDARDS. 2016 CALIFORNIA MECHANICAL CODE. 2016 CALIFORNIA PLUMBING CODE. 2016 CALIFORNIA RESIDENTIAL CODE PROJECT DATA SITE DATA APN: ZONING: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: GROSS LOT AREA: NET LOT AREA: SITE AVERAGE SLOPE: REDUCTION FACTOR: 537-24-024 HR-2 1/2 R3 TYBE V 2.59 ACRES / 112,820.4 SQFT 55,620.5 SQFT 26.9% 50.70% FAR CALCULATIONS MAIN FLOOR: GARGE: HDS&G ALLOWANCE SUBTOTAL: COVERED PORCHES / PATIOS: SECONDARY DWELLING: DETACHED ACCESSORY BLDNG: SUBTOTAL: PROPOSED 5,203.25 SQFT 926.75 SQFT -400 SQFT 5,730.00 SQFT 934 SQFT N/A N/A 6,663.50 SQFT MAX ALLOWED 6,000 SQFT X CIVIL DRAWINGS EXISING HOUSE TO BE DEMOLISHED MAIN HOUSE: GUEST UNIT: CARPORT SUBTOTAL: 1,987 SQFT 932 SQFT 882 SQFT 3,801 SQFT X LANDSCAPE DRAWINGS -FIRE SPRINKLERS SYSTEM: AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE PROVIDED AND INSTALLED PER NFPA 13D 2016 ED. -HYDRANT / TANK FIRE PROTECTION INSTALLATIONS: FULL PLANS TO INCLUDE TANK(S), SIZE(S) AND LOCATION TO BE REVIEWED OF COMPLIANCE TO THE SCCFD W-5 AND SP-6 STANDARDS. DEFERRED SUBMITTAL ITEMS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES A-0.01 SUVIEW EXHIBIT 9 FIRE COMMENTS: 1. REVIEW OF THIS DEVELOPMENTAL PROPOSAL IS LIMITED TO ACCEPTABILITY OF SITE ACCESS, WATER SUPPLY ABD MAY CONSTRUED AS A SUBSTITUTE FOR A FORMAL PLAN REVIEW TO DETERMINE COMPLIANCE WITH ADOPTED MODEL CODES. PRIOR TO PERFORMING ANY WORK, THE APPLICANT SHALL MAKE APPLICAION TO, AND RECEIVE FROM, THE BUILDINING DEPARTMENT ALL APPLICABLE BUILDING PERMITS. 2. FIRE SPRINKLERS REQUIRED: FIRE SPRINKLERS REQUIRED TO BE INSTALLED IN BOTH, A SINGLE FAMILY HOME, AND ANY SECONDARY DWELLING UNIT. AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE- AND TWO-FAMILY DWELLING AS FOLLOWS: IN ALL NEW ONE- AND TWO- FAMILY DWELLINGS AND IN EXISTING ONE- AND TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA TO MORE THAN 3,600 SQFT. EXECPTION: A ONE-TIME ADDITION TO AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN 1,000SQFT. OF BUILDING AREA. NOTE: THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A PERMIT APPLICATION, AND APPROPRIATE FEES TOTHIS DEPARTMENTFOR REVIEW AND APPROVAL PRIOR TO BEGINNING WORK. CRC SECT. 313.2 AS ADOPTED AND AMENDED BY LGTC. 3. REQUIRED FIRE FLOW: THE FIRE FLOW FOR THIS PROJECT IS 2,250 GPM AT 20 PSIRESIDUAL PRESSURE FROM A SINGLE HYDRANT. IF ANY AUTOMATIC FIRE SPRINKLER SYSTEM WILL BE INSTALLED, THE FIRE FLOW WILL BE REDUCED BY 50% ESTABLISHING A REQUIRED ADJUSTEDFIRE FLOW OF 1125 GPM AT 20PSI RESIDUAL PRESSURE. DOCUMENTATION OF THE AVAILABILITY OF FLOW AND HOW IT WILL BE OBTAINED REQUIRED. 4. FIRE HYDRANT SYSTEM REQUIRED: WHERE A PORTION OF THE FACILITY OR BUILDING HEREAFTER CONSTRUCTED OR MOVED IN TO, OR WITHIN THE JURISDICTION IS MORE THAN 400FT FROM A HYDRANT ON A FIRE APPARATUS ACCESS ROAD, AS A MEASURE BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILDING, ON SITE FIRE HYDRANTS AND MAINS SHALL BE PROVIDED WHERE REQUIRED BY THE FIRE CODE OFFICIAL. EXCEPTION: FOR GROUP R-3 AND GROUP U OCCUPANCIES, EQUIPPED THROUGHOUT WITH AN APPROVEDAUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1, 903.3.1.2, OR 903.3.1.3, THE DISTANCE REQUIREMENT SHALL BE NOT MORE THAN 600FT. 5. WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSE BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORSTO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, AND TO COMPLYWITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO DESIGN OF ANY WATER-BASED FIRE PROTECTION SYSTEMS, AND / OR FIRE SUPPRESSION WATER SUPPLY SYSTEM OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSINGCONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY APPLICANT(S). 2016 CFC SECT. 903.3.4 AND HEALTH AND SAFETY CODE 13114.7. 6. ADDRESS IDENTIFICATION: NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONSTO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BE ARABIC FONT NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (101.6 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH (12.7MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE BUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE AINTAINED, CFC SECT. 505.1 7. CONSTRUCTION SITE FIRE SAFEY: ALL CONSTRUCTION SITES MUS COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION S1-7. PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO THE PROJECT. CFC CHP. 33. 8. WILDLAND-URBAN INTERFACE: THIS PROJECT IS LOCATED WITHING THE DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. BUILDING CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF CALIFORNIA BUILDING CODE (CBC) CHAPTER 7A. NOTE: VEGETATION CLEARANCE SHALL BE IN COMPLIANCE WITH CBC SECTION 701A.3.2.4 REQUIREMENTS. 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES A- 0.02 SUVIEW SlopeSl o p e SlopeSlope Slope 30'34'20'6'6'6'10'6'6'6'48'33'25'20' FF 761'-0"FF 765'-0" FG 760'-0" EXIST. F.H. TO REMAIN LIMITS OF DISTURBED AREA LIMITS OF DISTURBED AREA LIMITS OF DISTURBED AREA 6" CONC. CURB WATER METER NEW LOCATION DESIGNATED OFF-STREET PARKING AREA 6" CONC. CURB 6" CONC. CURB 6" CONC. CURB 700 7107 10 720 7 2 0 7 2 0 730 730 7 3 0 7307 4 0 7 4 0 7 4 0 740 7507 5 0 750 750 7 6 0 7607707 7 0 7 7 0 7707607807 8 0 780780790790 790 80 0 80080080 0 810810810820820790790 SUVIEW RD SU V I E W RD 20.00' COURT MAIN HOUSE POOL DRIVEWAY EASEMENTAPPROXIMATE LOCATION7 6 0 UTILITY UTILI T Y 5,203.25 SQFT926.75 SQFTN DRIVEWAY FRONT PORCH DRIVEWAY STONE WALKWAY ENTRY PORCHSEWCOVERED PATIO TRASH ENCLOSURE TELE TEL E LAWN LAWN PATIO PLANTING PLANTING 14'-0"L RD A LINE LRDA LINE LRDA LINE GARAGE PLANTINGPLANTING PRIMARY LEACHFIELD SECONDARY LEACHFIELD PLANTING PLANTER 10" REDWOOD 10" REDWOOD 10" REDWOOD 10" REDWOOD 10" REDWOOD 10" REDWOOD 18'-0" NEW CONCRETE RETAINING WALL TO REPLACE EXIST. FENCE CONC. RETAINING WALL CONC. RETAINING WALL CONC. RETAINING WALL CONC. RETAINING WALL CONC. RETAINING WALL S 62°30'00" E356.48'N 27°41'28" E 163 .84' S01°49'00"E 171.41' S23°40'00"W 87.78'S62°30'00"E298.26'R=400.00 L=177.91 Δ=25°29'00" N09°26'28"E 53.46'N03°38'32"W 127.92' S27°41'28"W42.00'N 31 °23 '54 "W 24 .87 'N65°46'46"E34.59' T60-60 T24-24 T28-28 T08-16 T32-32 T24-32 T14-28 T32-42T16-32 T08-16 T48-65 T08-24 T28-32 PROPOSED PROPANE TANK PROPOSED SEPTIC TANK LOCATION NEW 5,000 GALLON WATER TANKS LOCATION 10" REDWOOD LEGEND EXISTING TREE TO REMAIN (N) PAVED DRIVEWAY / COURTYARD (N) PAVED PORCHES / PATIOS (N) SWIMMING POOL / WATER FEATURES (N) CONCRETE PAVER / WALK WAYS (N) LAWN AREAS ARCHITECTURAL SITE PLAN SCALE: 1' = 20' EXISTING TREE TO BE REMOVED 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES A-1.02 SUVIEW DW DWRGWWCD 14'-11"1'-0"28'-8"25'-8"12'-9"1'-6"21'-10"8'-2"23'-7"17'-0"11'-1"20'-4"6'-4"14'-8"15'-6"7'-0"7'-11"14'-4"71'-3"8'-5"13'-10"10'-6"12'-9"19'-2"17'-10" 152'-9"23'-2"9'-2"4'-6"13'-1"7'-1"11'-3"3'-9"57'-0"22'-2"2'-0"5'-10"FF 761' FF 765' E-04 E-02E-01FIREPL. FIREPL. LINENS. WINE DISPLAY MICRO BARN DOOR GARAGE BEDROOM 2 BEDROOM 1 MASTER BEDROOMW.C. MASTER BATHROOM MASTER CLOSET KITCHEN NOOK GREAT ROOM DINING ENTRY MUD ROOM LAUNDRY CLOSET CLOSET BATH 2 BATH 1 CLOSET POWDER BATH 3 GUEST BDROOM OFFICE REC ROOM CLOSET STORAGE GARAGE PANTRY BEDRM HALLWAY MAIN HALLWAY HALL CRAFT ROOM COVERED PATIO FRONT PORCH ENTRY PORCH HALL MECH. 13'-0" X 12'-6"12'-6" x 15'-6" 16'-11" x 18'-7" 13'-2" x 12'-4" 23'-6" x 35'-0" 10'-2" x 9'-9"7'-1" x 9'-9" 16'-6" x 21'-8" 10'-2" x 14'-7" 11'-4" x 6'-1" 18'-5" x 23'-7" 10'-2" x 13'-6" 13'-7" x 7'-4" 15'-0" x 18'-7" 15'-0" x 7'-1"13'-7" x 10'-11" 7'-7" x 13'-0" 7'-11" x 8'-1" 17'-7" x 11'-3" 35'-8" x 15'-8" 18'-5" x 12'-5" LINEN MAIN HOUSE S1A-3.01S1A-3.01S3A-3.01S3A-3.01E-03 FRF DBL OVEN S5A-3.01S5A-3.01S4A-3.01S4A-3.01S2A-3.01S2A-3.01S8 A-3.02 S8 A-3.02 S7 A-3.02 S7 A-3.02 S6A-3.01S6A-3.01SCALE: 1/8" = 1'-0" FLOOR PLAN 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES A-1.05 SUVIEW Slope to drainSlope to drain Slope to drainSlope to drain Slope to drainSlope to drainSlope to drainSlope to drainSlope to drain Slope to drainSlope to drain 2%2%2%2%2%2%2%2%E-04 E-02E-01S1A-3.01S1A-3.01METAL SEAM ROOFING METAL SEAM ROOFING METAL SEAM ROOFING METAL SEAM ROOFING FLAT ROOF FLAT ROOF ROOF PARAPEET ROOF PARAPEET FLAT ROOF SKYLIGHT SKYLIGHT FLAT ROOF FLAT ROOF DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUTDOWNSPOUT DOWNSPOUT S3A-3.01S3A-3.01E-03S5A-3.01S5A-3.01S4A-3.01S4A-3.01S2A-3.01S2A-3.01S8 A-3.02 S8 A-3.02 S7 A-3.02 S7 A-3.02 S6A-3.01S6A-3.01Slope to drainSlope to drainSlope to drain Slope to drain METAL SEAM ROOFING CHAIN LINK D.S. CHAIN LINK D.S. CHAIN LINK D.S. SCALE: 1/8" = 1'-0" ROOF PLAN 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES A-1.07 SUVIEW 13'-4"18'-0"16'-3"22'-0"STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STANDING SEAM METAL ROOFMETALCAP EXT. 8" TEECH WOOD LAP SIDING THREE COAT STUCCO WITH INTEGRAL COLOR PIGMENT. STANDING SEAM METAL ROOF EXT. 8" TEECH WOOD LAP SIDING METAL CAP STANDING SEAM METAL ROOF COARSE STONE VENEER METAL CAP THREE COAT STUCCO WITH INTEGRAL COLOR PIGMENT. THREE COAT STUCCO WITH INTEGRAL COLOR PIGMENT. EXT. 8" TEECH WOOD LAP SIDING THREE COAT STUCCO WITH INTEGRAL COLOR PIGMENT. EXISTING GRADE COARSE STONE VENEER MAX. HT. MEASURE FROM LOWEST GRADE TO HIGHEST POINT. EXT. 8" TEECH WOOD LAP SIDING COARSE STONE VENEER WOOD FRONT DOOR METAL GUTTER FASCIA METAL GUTTER FASCIA METAL GUTTER FASCIA METAL WINDOW TRIM 0'-0" MAIN FLOOR LVL 765' ± 18'-0" ROOF RIDGE -4'-0" GARAGE FIN LVL. 761' ± 16'-0" TOP OF PP ± 13'-6" ROOF RIDGE 3 12 3 12 312 ± 22'-0" ROOF PEAK 12'-3"16'-3"13'-3"17'-11"STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF METAL CAP EXT. 8" TEECH WOOD LAP SIDING THREE COAT STUCCO WITH INTEGRAL COLOR PIGMENT. METAL CAP STANDING SEAM METAL ROOF THREE COAT STUCCO WITH INTEGRAL COLOR PIGMENT. EXT. 8" TEECH WOOD LAP SIDINGEXISTING GRADE EXIST. ROCK RETAINING WALL TO BE REPLACED COARSE STONE VENEER COARSE STONE VENEER EXISTING GRADE METAL GUTTER FASCIA METAL GUTTER FASCIA METAL WINDOW TRIM EXT. 8" TEECH WOOD LAP SIDING 0'-0" MAIN FLOOR LVL 765' ± 18'-0" ROOF RIDGE ± 16'-0" TOP OF PP ± 12'-0" TOP OF PP ± 13'-0" ROOF RIDGE 0'-0" MAIN FLOOR LVL 765' 3 12 3 12 312 312 16'-3"12'-9"10'-6"13'-4"22'-0"STANDING SEAM METAL ROOF THREE COAT STUCCO WITH INTEGRAL COLOR PIGMENT. STANDING SEAM METAL ROOF THREE COAT STUCCO WITH INTEGRAL COLOR PIGMENT. EXT. 8" TEECH WOOD LAP SIDING STONE VENEER STANDING SEAM METAL ROOF METAL CAP METAL CAP EXISTING GRADE GATE SKYLIGHT MAX. HT. MEASURE FROM LOWEST GRADE TO HIGHEST POINT. METAL GUTTER FASCIA METAL GUTTER FASCIA METAL GUTTER FASCIA METAL GUTTER FASCIA EXT. 8" TEECH WOOD LAP SIDINGMETAL WINDOW TRIM METAL DOOR TRIM EXT. 8" TEECH WOOD LAP SIDING 0'-0" MAIN FLOOR LVL 765' ± 13'-0" TOP OF PP ± 16'-6" TOP OF PP. ± 10'-6" PORCH HT. 3 12 312 3 12 312 -4'-0" GARAGE FIN. LVL 761' 0'-0" MAIN FLOOR LVL 765' ± 13'-6" ROOF RIDGE ± 22'-0" Roof Peak 15'-6"10'-0"18'-0"13'-5"STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF THREE COAT STUCCO WITH INTEGRAL COLOR PIGMENT. STANDING SEAM METAL ROOF THREE COAT STUCCO WITH INTEGRAL COLOR PIGMENT. EXT. 8" TEECH WOOD LAP SIDING STONE VENEER COARSE STONE VENEER EXISTING GRADE METAL DOOR TRIM METAL GUTTER FASCIA COARSE STONE VENEER METAL GUTTER FASCIA M METAL GUTTER FASCIA ± 18'-0" ROOF RIDGE ± 13'-0" ROOF RIDGE 0'-0" MAIN FLOOR LVL 765' 0'-0" MAIN FLOOR LVL 765' ± 15'-6" ROOF RIDGE 3 12 3 12 312 ± 10'-0" LOGGIA HT. E-03 WEST ELEVATION E-04 EAST ELEVATION SCALE: 1/8" = 1'-0" E-02 SOUTH ELEVATION SCALE: 1/8" = 1'-0" E-01 NORTH ELEVATION EXTERIOR ELEVATIONS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES A-2.01 SUVIEW 9'-0"9'-0"18'-0"EXISTING GRADE 18' HEIGH PLANE MEASURED FROM PROPOSED GRADE CRAFT ROOM OFFICE HALL CEILING HT. +9'-0" FIN. FLOOR 0'-0"13'-0"18'-0"EXISTING GRADE 18' HEIGH PLANE MEASURED FROM PROPOSED GRADE GREAT ROOM HALLDINING ROOM REAR PORCH FIN. FLOOR 0'-0" CEILING HT. +13'-0" FIN. FLOOR 0'-0" CEILING HT. 13'-0"11'-0"10'-0"18'-0"EXISTING GRADE 18' HEIGH PLANE MEASURED FROM PROPOSED GRADE MASTER BEDROOM CLOSETHALLKITCHEN FIN. FLOOR 0'-0" CEILING HT. + 11'-0" FIN. FLOOR 0'-0" CEILING HT. +10'-0"10'-0"18'-0"EXISTING GRADE 18' HEIGH PLANE MEASURED FROM PROPOSED GRADE MASTER BATHROOMW.C.MASTER CLOSETHALLPANTRY ATTIC FIN. FLOOR 0'-0" CEILING HT. ± 11'-0"CEILING HT. +10'-0" FIN. FLOOR 0'-0"15'-0"9'-0"18'-0"EXISTING GRADE 18' HEIGH PLANE MEASURED FROM PROPOSED GRADE PLANTER RET. WALL SKYLIGHT BEDROOMHALLMUDROOM MECH. ATTIC FIN. SLAB 0'-0" CEILING HT. +15'-0" CEILING HT. +9'-0" FIN. FLOOR 0'-0"11'-0"9'-0"18'-0"EXISTING GRADE 18' HEIGH PLANE MEASURED FROM PROPOSED GRADE FIN. FLOOR 0'-0" CEILING HT ± 10'-4" FIN. CONC. SLAB -4'-0" CEILING HT. + 11'-0" GARAGE HALL CLOSET BATH ATTIC FF 761' FF 765' GARAGE BEDROOM 2 BEDROOM 1 MASTER BEDROOMW.C. MASTER BATHROOM MASTER CLOSET KITCHEN NOOK GREAT ROOM DINING ENTRY MUD ROOM LAUNDRY CLOSET CLOSET BATH 2 BATH 1 CLOSET POWDER BATH 3 GUEST BDROOM OFFICE REC ROOM CLOSET STORAGE GARAGE PANTRY BEDRM HALLWAY MAIN HALLWAY HALL CRAFT ROOM COVERED PATIO FRONT PORCH ENTRY PORCH HALL MECH. LINEN MAIN HOUSE S1A-3.01S1A-3.01S3A-3.01S3A-3.01S5A-3.01S5A-3.01S4A-3.01S4A-3.01S2A-3.01S2A-3.01S8 A-3.02 S8 A-3.02 S7 A-3.02 S7 A-3.02 S6A-3.01S6A-3.01SCALE: 1/8" = 1'-0" S1 Building Section A SCALE: 1/8" = 1'-0" S2 Building Section B SCALE: 1/8" = 1'-0" S3 Building Section C SCALE: 1/8" = 1'-0" S4 Building Section D SCALE: 1/8" = 1'-0" S5 Building Section E SCALE: 1/8" = 1'-0" S6 Building Section F SECTION KEY MAP EXTERIOR ELEVATIONS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES A-3.01 SUVIEW 11'-0"EXISTING GRADE 18' HEIGH PLANE MEASURED FROM PROPOSED GRADE FIN. FLOOR 0'-0" ROOF HT. +11'-0" FIN. FLOOR 0'-0" BEDROOM BEDROOMBATHROOM MASTER CLOSET MASTER BEDROOMHALL CEILING HT. 9'-0"9'-0"10'-0"11'-0"9'-9"5'-3"5'-4"13'-0"EXISTING GRADE 18' HEIGH PLANE MEASURED FROM PROPOSED GRADE FIN. FLOOR 0'-0" CEILING HT. +10'-0" FIN. CONC. SLAB -4'-0" CEILING HT. +13'-0" GARAGE MUD ROOM CEILING HEIGHT +11'-0" LAUNDRY KITCHENPANTRY NOOK GREAT ROOM REC. ROOMOFFICEPWDRCLOSET ATTICMECHANICAL FF 761' FF 765' GARAGE BEDROOM 2 BEDROOM 1 MASTER BEDROOMW.C. MASTER BATHROOM MASTER CLOSET KITCHEN NOOK GREAT ROOM DINING ENTRY MUD ROOM LAUNDRY CLOSET CLOSET BATH 2 BATH 1 CLOSET POWDER BATH 3 GUEST BDROOM OFFICE REC ROOM CLOSET STORAGE GARAGE PANTRY BEDRM HALLWAY MAIN HALLWAY HALL CRAFT ROOM COVERED PATIO FRONT PORCH ENTRY PORCH HALL MECH. LINEN MAIN HOUSE S1A-3.01S1A-3.01S3A-3.01S3A-3.01S5A-3.01S5A-3.01S4A-3.01S4A-3.01S2A-3.01S2A-3.01S8 A-3.02 S8 A-3.02 S7 A-3.02 S7 A-3.02 S6A-3.01S6A-3.01SCALE: 1/8" = 1'-0" S8 Building Section I SCALE: 1/8" = 1'-0" S7 Building Section H SECTION KEY MAP BUILDING SECTIONS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES A-3.02 SUVIEW 5,203.25 sq ft 568 sq ft 366 sq ft FF 761' FF 765' GARAGE BEDROOM 2 BEDROOM 1 MASTER BEDROOMW.C. MASTER BATHROOM MASTER CLOSET KITCHEN NOOK GREAT ROOM DINING ENTRY MUD ROOM LAUNDRY CLOSET CLOSET BATH 2 BATH 1 CLOSET POWDER BATH 3 GUEST BDROOM OFFICE REC ROOM CLOSET STORAGE GARAGE PANTRY BEDRM HALLWAY MAIN HALLWAY HALL CRAFT ROOM COVERED PATIO FRONT PORCH ENTRY PORCH HALL MECH. LINEN MAIN HOUSE 926.75 sq ft MAIN HOUSE FLOOR AREA GARAGE FLOOR AREA EXCLUDED: TOTAL FLOOR AREA: MAX. ALLOWED FAR: COVERED PORCHES: TOTAL: FLOOR AREAS 5,203.25 SQFT 926.75 SQFT -400 SQFT 5,730 SQFT 6,000 SQFT 934 SQFT 6,663.50 SQFT AREA CALCULATIONS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES A-801 SUVIEW NEW HOME RATING SYSTEM, VERSION 6.0 SINGLE FAMILY CHECKLIST Single Family New Home Version 6.0.2 PointsAchievedCommunityEnergyIAQ/HealthResourcesWaterMEASURES NOTES CALGreen Yes CALGreen Res (REQUIRED)4 1 1 1 1 A. SITE Yes A1. Construction Footprint 1 1 A2. Job Site Construction Waste Diversion Yes A2.1 65% C&D Waste Diversion(Including Alternative Daily Cover)2 2 ≥65% A2.2 65% C&D Waste Diversion (Excluding Alternative Daily Cover)4 2 Yes A2.3 Recycling Rates from Third-Party Verified Mixed-Use Waste Facility 1 1 TBD A3. Recycled Content Base Material 1 TBD A4. Heat Island Effect Reduction (Non-Roof)1 TBD A5. Construction Environmental Quality Management Plan Including Flush-Out 1 A6. Stormwater Control: Prescriptive Path Yes A6.1 Permeable Paving Material 1 1 TBD A6.2 Filtration and/or Bio-Retention Features 1 Yes A6.3 Non-Leaching Roofing Materials 1 1 TBD A6.4 Smart Stormwater Street Design 1 TBD A7. Stormwater Control: Performance Path 3 B. FOUNDATION Yes B1. Fly Ash and/or Slag in Concrete 1 1 TBD B2. Radon-Resistant Construction 2 Yes B3. Foundation Drainage System 2 2 Yes B4. Moisture Controlled Crawlspace 1 1 B5. Structural Pest Controls TBD B5.1 Termite Shields and Separated Exterior Wood-to-Concrete Connections 1 TBD B5.2 Plant Trunks, Bases, or Stems at Least 36 Inches from the Foundation 1 C. LANDSCAPE 0.00%Enter the landscape area percentage Yes C1. Plants Grouped by Water Needs (Hydrozoning)1 1 Yes C2. Three Inches of Mulch in Planting Beds 1 1 C3. Resource Efficient Landscapes Yes C3.1 No Invasive Species Listed by Cal-IPC 1 1 Yes C3.2 Plants Chosen and Located to Grow to Natural Size 1 1 Yes C3.3 Drought Tolerant, California Native, Mediterranean Species, or Other Appropriate Species 2 3 C4. Minimal Turf in Landscape Yes C4.1 No Turf on Slopes Exceeding 10% and No Overhead Sprinklers Installed in Areas Less Than Eight Feet Wide 0 2 ≤10% C4.2 Turf on a Small Percentage of Landscaped Area 0 2 TBD C5. Trees to Moderate Building Temperature 1 1 1 Yes C6. High-Efficiency Irrigation System 0 2 Yes C7. One Inch of Compost in the Top Six to Twelve Inches of Soil 0 2 TBD C8. Rainwater Harvesting System 3 TBD C9. Recycled Wastewater Irrigation System 1 TBD C10. Submeter or Dedicated Meter for Landscape Irrigation 2 TBD C11. Landscape Meets Water Budget 2 C12. Environmentally Preferable Materials for Site TBD C12.1 Environmentally Preferable Materials for 70% of Non-Plant Landscape Elements and Fencing 1 Yes C13. Reduced Light Pollution 1 1 TBD C14. Large Stature Tree(s)1 TBD C15. Third Party Landscape Program Certification 1 TBD C16. Maintenance Contract with Certified Professional 1 D. STRUCTURAL FRAME AND BUILDING ENVELOPE D1. Optimal Value Engineering TBD D1.1 Joists, Rafters, and Studs at 24 Inches on Center 1 2 Yes D1.2 Non-Load Bearing Door and Window Headers Sized for Load 1 1 TBD D1.3 Advanced Framing Measures 2 Yes D2. Construction Material Efficiencies 1 1 D3. Engineered Lumber Yes D3.1 Engineered Beams and Headers 1 1 Yes D3.2 Wood I-Joists or Web Trusses for Floors 1 1 TBD D3.3 Enginered Lumber for Roof Rafters 1 TBD D3.4 Engineered or Finger-Jointed Studs for Vertical Applications 1 TBD D3.5 OSB for Subfloor 0.5 TBD D3.6 OSB for Wall and Roof Sheathing 0.5 Yes D4. Insulated Headers 1 1 Points Achieved: 63 The GreenPoint Rated checklist tracks green features incorporated into the home. GreenPoint Rated is administered by Build It Green, a non-profit whose mission is to promote healthy, energy and resource efficient buildings in California. The minimum requirements of GreenPoint Rated are: verification of 50 or more points; Earn the following minimum points per category: Community (2), Energy (25), Indoor Air Quality/Health (6), Resources (6), and Water (6); and meet the prerequisites CALGreen Mandatory, H6.1, J5.1, O1, O7. The criteria for the green building practices listed below are described in the GreenPoint Rated Single Family Rating Manual. For more information please visit www.builditgreen.org/greenpointrated Build It Green is not a code enforcement agency. A home is only GreenPoint Rated if all features are verified by a Certified GreenPoint Rater through Build It Green. Possible Points Certification Level: Certified 15310 SUVIEW DR. 2 25 6 6 6 2.0 9.5 11.0 27.0 13.5 Minimum Points Achieved Points POINTS REQUIRED © Build It Green GreenPoint Rated New Home Single Family Checklist Version 6.0 Single Family New Home Version 6.0.2 D5. FSC-Certified Wood TBD D5.1 Dimensional Lumber, Studs, and Timber 6 TBD D5.2 Panel Products 3 D6. Solid Wall Systems TBD D6.1 At Least 90% of Floors 1 TBD D6.2 At Least 90% of Exterior Walls 1 1 TBD D6.3 At Least 90% of Roofs 1 1 TBD D7. Energy Heels on Roof Trusses 1 24 inches D8. Overhangs and Gutters 2 1 1 D9. Reduced Pollution Entering the Home from the Garage TBD D9.1 Detached Garage 2 TBD D9.2 Mitigation Strategies for Attached Garage 1 D10. Structural Pest and Rot Controls Yes D10.1 All Wood Located At Least 12 Inches Above the Soil 1 1 TBD D10.2 Wood Framing Treated With Borates or Factory-Impregnated, or Wall Materials Other Than Wood 1 Yes D11. Moisture-Resistant Materials in Wet Areas (such as Kitchen, Bathrooms, Utility Rooms, and Basements)2 1 1 E. EXTERIOR TBD E1. Environmentally Preferable Decking 1 TBD E2. Flashing Installation Third-Party Verified 2 TBD E3. Rain Screen Wall System 2 Yes E4. Durable and Non-Combustible Cladding Materials 1 1 E5. Durable Roofing Materials Yes E5.1 Durable and Fire Resistant Roofing Materials or Assembly 1 1 TBD E6. Vegetated Roof 2 2 F. INSULATION F1. Insulation with 30% Post-Consumer or 60% Post-Industrial Recycled Content TBD F1.1 Walls and Floors 1 TBD F1.2 Ceilings 1 F2. Insulation that Meets the CDPH Standard Method—Residential for Low Emissions TBD F2.1 Walls and Floors 1 TBD F2.2 Ceilings 1 F3. Insulation That Does Not Contain Fire Retardants TBD F3.1 Cavity Walls and Floors 1 TBD F3.2 Ceilings 1 TBD F3.3 Interior and Exterior 1 G. PLUMBING G1. Efficient Distribution of Domestic Hot Water Yes G1.1 Insulated Hot Water Pipes 1 1 TBD G1.2 WaterSense Volume Limit for Hot Water Distribution 1 TBD G1.3 Increased Efficiency in Hot Water Distribution 2 G2. Install Water-Efficient Fixtures Yes G2.1 WaterSense Showerheads with Matching Compensation Valve 2 2 Yes G2.2 WaterSense Bathroom Faucets 1 1 Yes G2.3 WaterSense Toilets with a Maximum Performance (MaP) Threshold of No Less Than 500 Grams 1 1 TBD G3. Pre-Plumbing for Graywater System 1 TBD G4. Operational Graywater System 3 H. HEATING, VENTILATION, AND AIR CONDITIONING H1. Sealed Combustion Units TBD H1.1 Sealed Combustion Furnace 1 Yes H1.2 Sealed Combustion Water Heater 2 2 Yes H2. High Performing Zoned Hydronic Radiant Heating System 2 1 1 H3. Effective Ductwork TBD H3.1 Duct Mastic on Duct Joints and Seams 1 TBD H3.2 Pressure Balance the Ductwork System 1 Yes H4. ENERGY STAR® Bathroom Fans Per HVI Standards with Air Flow Verified 1 1 H5. Advanced Practices for Cooling TBD H5.1 ENERGY STAR Ceiling Fans in Living Areas and Bedrooms 1 H6. Whole House Mechanical Ventilation Practices to Improve Indoor Air Quality Yes H6.1 Meet ASHRAE 62.2-2010 Ventilation Residential Standards Y R R R R R TBD H6.2 Advanced Ventilation Standards 1 TBD H6.3 Outdoor Air Ducted to Bedroom and Living Areas 2 H7. Effective Range Hood Design and Installation TBD H7.1 Effective Range Hood Ducting and Design 1 TBD H7.2 Automatic Range Hood Control 1 Yes H8. No Fireplace or Sealed Gas Fireplace 1 1 TBD H9. Humidity Control Systems 1 TBD H10. Register Design Per ACCA Manual T 1 Yes H11. High Efficiency HVAC Filter (MERV 8+)1 1 I. RENEWABLE ENERGY TBD I1. Pre-Plumbing for Solar Water Heating 1 Yes I2. Preparation for Future Photovoltaic Installation 1 1 0.00%I3. Onsite Renewable Generation (Solar PV, Solar Thermal, and Wind)0 25 I4. Net Zero Energy Home TBD I4.1 Near Zero Energy Home 2 TBD I4.2 Net Zero Electric 4 © Build It Green GreenPoint Rated New Home Single Family Checklist Version 6.0 Single Family New Home Version 6.0.2 J. BUILDING PERFORMANCE AND TESTING TBD J1. Third-Party Verification of Quality of Insulation Installation 1 TBD J2. Supply and Return Air Flow Testing 1 1 TBD J3. Mechanical Ventilation Testing and Low Leakage 1 TBD J4. Combustion Appliance Safety Testing 1 2008 J5. Building Performance Exceeds Title 24 Part 6 0.00% J5.1 Home Outperforms Title 24 Part 6 0 60 TBD J6. Title 24 Prepared and Signed by a CABEC Certified Energy Analyst 1 TBD J7. Participation in Utility Program with Third-Party Plan Review 1 TBD J8. ENERGY STAR for Homes 1 No J9. EPA Indoor airPlus Certification 0 1 TBD J10. Blower Door Testing 2 K. FINISHES K1. Entryways Designed to Reduce Tracked-In Contaminants Yes K1.1 Individual Entryways 1 1 TBD K2. Zero-VOC Interior Wall and Ceiling Paints 2 Yes K3. Low-VOC Caulks and Adhesives 1 1 K4. Environmentally Preferable Materials for Interior Finish TBD K4.1 Cabinets 2 TBD K4.2 Interior Trim 2 TBD K4.3 Shelving 2 TBD K4.4 Doors 2 TBD K4.5 Countertops 1 K5. Formaldehyde Emissions in Interior Finish Exceed CARB TBD K5.1 Doors 1 TBD K5.2 Cabinets and Countertops 2 TBD K5.3 Interior Trim and Shelving 2 TBD K6. Products That Comply With the Health Product Declaration Open Standard 2 TBD K7. Indoor Air Formaldehyde Level Less Than 27 Parts Per Billion 2 No K8. Comprehensive Inclusion of Low Emitting Finishes 0 1 L. FLOORING TBD L1. Environmentally Preferable Flooring 3 TBD L2. Low-Emitting Flooring Meets CDPH 2010 Standard Method—Residential 3 Yes L3. Durable Flooring 1 1 TBD L4. Thermal Mass Flooring 1 M. APPLIANCES AND LIGHTING Yes M1. ENERGY STAR® Dishwasher 1 1 CEE Tier 2 M2. CEE-Rated Clothes Washer 2 1 2 TBD M3. Size-Efficient ENERGY STAR Refrigerator 2 M4. Permanent Centers for Waste Reduction Strategies Yes M4.1 Built-In Recycling Center 1 1 TBD M4.2 Built-In Composting Center 1 M5. Lighting Efficiency Yes M5.1 High-Efficacy Lighting 2 2 TBD M5.2 Lighting System Designed to IESNA Footcandle Standards or Designed by Lighting Consultant 2 N. COMMUNITY N1. Smart Development Yes N1.1 Infill Site 2 1 1 TBD N1.2 Designated Brownfield Site 1 1 TBD N1.3 Conserve Resources by Increasing Density 2 2 TBD N1.4 Cluster Homes for Land Preservation 1 1 N1.5 Home Size Efficiency 9 Enter the area of the home, in square feet Enter the number of bedrooms TBD N2. Home(s)/Development Located Within 1/2 Mile of a Major Transit Stop 2 N3. Pedestrian and Bicycle Access N3.1 Pedestrian Access to Services Within 1/2 Mile of Community Services 2 Enter the number of Tier 1 services Enter the number of Tier 2 services TBD N3.2 Connection to Pedestrian Pathways 1 TBD N3.3 Traffic Calming Strategies 2 N4. Outdoor Gathering Places TBD N4.1 Public or Semi-Public Outdoor Gathering Places for Residents 1 TBD N4.2 Public Outdoor Gathering Places with Direct Access to Tier 1 Community Services 1 N5. Social Interaction TBD N5.1 Residence Entries with Views to Callers 1 TBD N5.2 Entrances Visible from Street and/or Other Front Doors 1 TBD N5.3 Porches Oriented to Street and Public Space 1 TBD N5.4 Social Gathering Space 1 N6. Passive Solar Design TBD N6.1 Heating Load 2 TBD N6.2 Cooling Load 2 N7. Adaptable Building TBD N7.1 Universal Design Principles in Units 1 1 TBD N7.2 Full-Function Independent Rental Unit 1 O. OTHER Yes O1. GreenPoint Rated Checklist in Blueprints Y R R R R R Yes O2. Pre-Construction Kickoff Meeting with Rater and Subcontractors 2 0.5 1 0.5 TBD O3. Orientation and Training to Occupants—Conduct Educational Walkthroughs 0.5 0.5 0.5 0.5 TBD O4. Builder's or Developer's Management Staff are Certified Green Building Professionals 0.5 0.5 0.5 0.5 TBD O5. Home System Monitors 1 1 O6. Green Building Education TBD O6.1 Marketing Green Building 2 TBD O6.2 Green Building Signage 0.5 0.5 Yes O7. Green Appraisal Addendum Y R R R R R TBD O8. Detailed Durability Plan and Third-Party Verification of Plan Implementation 1 Summary Total Available Points in Specific Categories 342 26 131 54 83 48 Minimum Points Required in Specific Categories 50 2 25 6 6 6 Total Points Achieved 63.0 2.0 9.5 11.0 27.0 13.5 © Build It Green GreenPoint Rated New Home Single Family Checklist Version 6.0 GREEN POINTS RATING CHECKLIST 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES GPR SUVIEW NOT TO SCALE NW BIRDS EYE 3D VIEW NOT TO SCALE SW BIRDS EYE 3D VIEW NOT TO SCALE SE BIRDS EYE 3D VIEW NOT TO SCALE NE BIRDS EYE 3D VIEW 3D VIEWS SCALE: NTS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES SUVIEW 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.comVERGARA RESIDENCEVISIBILITY STUDY REPORT3953 Yolo Drive · San Jose, California 95136 · Office (408) 266-3442 · Facsimile (408) 266-7560 Exhibit 1: Town of Los Gatos Hillside Area Viewing Map. The orange circled area represents the Viewing area at the Southwest Corner of Blossom Hill Road and Los Gatos Boulevard where the property in question is visible. The red circle represents the property. Exhibit 2: Viewing area Blossom Hill Road and Los Gatos Boulevard. The red circled area represents a 500ft radius from the Southwest corner of Blossom Hill Road and Los Gatos Boulevard. Points A, B, and C, represent areas from where the existing house is visible. A B C SITE LOCATION VIEWING PLATFORM 500 FT LI N E OF SI G H T The existing home is currently visible from the view platform located at Blossom Hill Road and Los Gatos Boulevard where the house if visible in its entirety. The new home will be located towards the north side of the property which reduces vicibility by 30% of surface area. 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.comVERGARA RESIDENCEVISIBILITY STUDY REPORT3953 Yolo Drive · San Jose, California 95136 · Office (408) 266-3442 · Facsimile (408) 266-7560 Exhibit 3 : Property as viewed from point of reference A. Fig. 1 : Existing house at 50mm range Fig. 2 : Existing house at 300mm range. Fig. 3 :Profile of proposed home at 50mm range Fig. 4 :Profile of proposed home at 300mm range. Exhibit 4 : Property as viewed from point of reference B. EXISTING TREES SCREENING SCREENING HOME. EXISTING TREES SCREENING SCREENING HOME. 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.comVERGARA RESIDENCEVISIBILITY STUDY REPORT3953 Yolo Drive · San Jose, California 95136 · Office (408) 266 -3442 · Facsimile (408) 266-7560 Fig. 1 : Existing home at 50mm range. Fig. 2 : Existing home at 300mm range. Fig. 3 : Profile of proposed home at 50mm range. Fig. 4 : Profile of proposed home at 300mm range. Exhibit 5 : Existing house as viewed from point of reference C. EXISTING TREES SCREENING SCREENING HOME. 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.comVERGARA RESIDENCEVISIBILITY STUDY REPORT3953 Yolo Drive · San Jose, California 95136 · Office (408) 266-3442 · Facsimile (408) 266-7560 Fig. 1 : Existing house at 50mm range. Fig. 2 : Existing house at 300mm range. \ Fig. 3 : Profile of proposed home at 50mm range. Fig. 4 : Profile of proposed home at 300mm range. EXISTING TREES SCREENING SCREENING HOME. 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.comVERGARA RESIDENCEVISIBILITY STUDY REPORTRIDGELINE OF NEIGHBOOR HOME BEYOND CUT PLANE RIDGELINE OF NEIGHBOOR HOME BEYOND CUT PLANE LOCATION OF EXISTING DRIVEWAY EASEMENT AUXILIARY STRUCTURE BEYOND CUT PLANE LOCATION OF EXISTING ACCESS ROAD TO PROPERTY EXISTING AUXILIARY STRUCTURE RIDGE HT @781' EXISTING HOME RIDGE @782' AREA OF NEIGHBOOR HOME BEYOND THROUGH SECTION CUT PROFILE OF PROPOSED HOME TOP OF PP. @781' NEW ROOF RIDGE. @ 783' TOP OF PP. @779' ROOF RIDGE. @778' 15310 SUVIEW DR WITH PROPOSED HOME PROPERTY LINE NEW CONC. RET. WALL TO REPLACE EXIST. WOOD RET. WALL FIN. FLOOR OFEXISTING HOME @768'FIN. SLAB OF EXISTING CONC.PATIO @766' FIN. FLOOR OF PROPOSEDHOME @765'FIN. FLOOR OF PROPOSED GARAGE LVL @761' RIDGELINE OF NEIGHBOOR HOME BEYOND CUT PLANE AREA OF NEIGHBOOR HOME BEYOND THROUGH SECTION CUT LOCATION OF EXISTING ACCESS ROAD TO PROPERTY LOCATION OF PROPOSED DRIVEWAY THROUGH EASEMENT PROPOSED HOME BEYOND CUT PLANE ROOF RIDGE @783' PROPOSED HOME GARAGE BEYOND CUTPLANE, ROOF RIDGE @778' EXISTING HOME RIDGE @782' EXISTING HOME BEYOND CUT PLANE EXISTING TWO STORY HOME BELLOW 15310 SUVIEW FIN. FLOOR OF EXISTINGHOME @768'FIN. FLOOR OF PROPOSED HOME @765'FIN. FLOOR OFPROPOSED GARAGE LVL @761' FIN. SLAB OFEXISTING CONC. PATIO @766' SECTION A SECTION CUT TAKEN FOLLOWING THE RIDGELINE OF EXISTING HOME ALL ELEVATIONS HEIGHTS AND DISTANCES ABOVE AND BELLOW THE PROPERTY LINES WERE ACQUIRED FROM GOOGLE EARTH. SECTION B SECTION CUT TAKEN PERPENDICULAR TO SECTION A THROUGH DRIVEWAY EASEMENT VIEW POINT A VIEW POINT B VIEW POINT C SITE SECTIONS / VISIVILITY ANALYSIS 3953 Yolo Drive San Jose, CA. 95136 (408) 266-3442 www.camargo.com Date Project Drawn SheetVERGARA RESIDENCE15310 Suview Drive • Los Gatos • California1/6/2020 FRANCISCO TORRES V-001 SUVIEW VICINITY MAPLANDS OF VERGARA - 15310 SUVIEW ROAD TOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONS ARCHITECTURE AND SITE APPLICATION NO. S-19-025 JANUARY 13, 2020 AM XX AM TM AS SHOWN 16075SHEET INDEX1.TOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONS2.BLUEPRINT FOR A CLEAN BAY SHEET3.EXISTING TOPOGRAPHY AND DEMOLITION PLAN4.SITE PLAN5.GRADING & DRAINAGE PLAN6.OFFSITE SEWER CONNECTION, SECTIONS & DETAILS7.EROSION CONTROL PLANTOTAL SITE AREA:____________ SFTOTAL SITE AREA DISTURBED: ____________ SF(INCLUDING CLEARING, GRADING OR EXCAVATING)EXISTINGAREA (SF)PROPOSED AREA (SF)REPLACEDNEWTOTAL AREAPOST-PROJECT (SF)IMPERVIOUS AREATOTAL NEW & REPLACED IMPERVIOUS AREAPERVIOUS AREATABLE OF PROPOSED PERVIOUS AND IMPERVIOUS AREASCIVIL ENGINEERS LAND SURVEYORS CONSTRUCTION MANAGERS HANNA-B UN TTI EST. 1910 APN 537-24-024 GRADING AND DRAINAGE PLANS PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS REVISIONS BY DATE PROJECT NO.: SCALE: ENGR: CHECK: DRAWN: DESIGN: DATE:TOWN OF LOS GATOS STANDARD GRADING NOTES1.ALL WORK SHALL CONFORM TO CHAPTER 12 OF THE CODE OF THE TOWN OF LOS GATOS,THE ADOPTED CALIFORNIA BUILDING CODE AND THE LATEST EDITION OF THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS SPECIFIED OTHERWISEON THESE PLANS AND DETAILS.2.NO WORK MAY BE STARTED ON-SITE WITHOUT AN APPROVED GRADING PLAN AND AGRADING PERMIT ISSUED BY THE TOWN OF LOS GATOS, PARKS AND PUBLIC WORKSDEPARTMENT LOCATED AT 41 MILES AVENUE, LOS GATOS, CA 95030.3.A PRE-JOB MEETING SHALL BE HELD WITH THE TOWN ENGINEERING INSPECTOR FROMTHE PARKS AND PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING DONE. THECONTRACTOR SHALL CALL THE INSPECTIONS LINE AT (4080 399-5771 AT LEASTFORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING OR ONSITE WORK. THIS MEETINGSHOULD INCLUDE:a.A DISCUSSION OF THE PROJECT CONDITIONS OF APPROVAL, WORKING HOURS, SITEMAINTENANCE AND OTHER CONSTRUCTION MATTERS;b.ACKNOWLEDGEMENT IN WRITING THAT CONTRACTOR AND APPLICANT HAVE READAND UNDERSTAND THE PROJECT CONDITIONS OF APPROVAL, AND WILL MAKECERTAIN THAT ALL PROJECT SUB-CONTRACTORS HAVE READ AND UNDERSTANDTHEM PRIOR TO COMMENCING WORK AND THAT A COPY OF THE PROJECTCONDITIONS OF APPROVAL WILL BE POSTED ON SITE AT ALL TIMES DURINGCONSTRUCTION.4.APPROVAL OF PLANS DOES NOT RELEASE THE DEVELOPER OF THE RESPONSIBILITY FORTHE CORRECTION OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF,DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS, PUBLIC INTERESTAND SAFETY REQUIRES A MODIFICATION OR DEPARTURE FROM THE TOWNSPECIFICATIONS OR THESE IMPROVEMENT PLANS, THE TOWN ENGINEER SHALL HAVEFULL AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THEMANNER IN WHICH THE SAME IS TO BE MADE.5.APPROVAL OF THIS PLAN APPLIES ONLY TO THE GRADING, EXCAVATION, PLACEMENT,AND COMPACTION OF NATURAL EARTH MATERIALS. THIS APPROVAL DOES NOT CONFERANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OFOTHERS AND DOES NOT CONSTITUTE APPROVAL OF ANY OTHER IMPROVEMENTS.6.EXCAVATED MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR SHALL BEHAULED AWAY FROM THE SITE TO BE DISPOSED OF AT APPROVED LOCATION(S).7.IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR CONTRACTOR TO IDENTIFY,LOCATE AND PROTECT ALL UNDERGROUND FACILITIES. PERMITTEE OR CONTRACTORSHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 1-800-227-2600 A MINIMUM OFFORTY-EIGHT (48) HOURS BUT NOT MORE THAN FOURTEEN (14) DAYS PRIOR TOCOMMENCING ALL WORK.8.ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THESTANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNEPARTICULATES.9.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, CODES,RULES AND REGULATIONS GOVERNING THE WORK IDENTIFIED ON THESE PLANS. THESESHALL INCLUDE, WITHOUT LIMITATION, SAFETY AND HEALTH RULES AND REGULATIONSESTABLISHED BY OR PURSUANT TO THE OCCUPATIONAL SAFETY AND HEALTH ACT ORANY OTHER APPLICABLE PUBLIC AUTHORITY.10.THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED SUPERVISION ON THE JOB SITEAT ALL TIMES DURING CONSTRUCTION.11.HORIZONTAL AND VERTICAL CONTROLS SHALL BE SET AND CERTIFIED BY A LICENSEDSURVEYOR OR REGISTERED CIVIL ENGINEER QUALIFIED TO PRACTICE LAND SURVEYING,FOR THE FOLLOWING ITEMS:a.RETAINING WALL: TOP OF WALL ELEVATIONS AND LOCATIONS (ALL WALLS TO BEPERMITTED SEPARATELY AND APPLIED FOR AT THE TOWN OF LOS GATOS BUILDINGDIVISION).b.TOE AND TOP OF CUT AND FILL SLOPES.12.PRIOR TO ISSUANCE OF ANY PERMIT, THE APPLICANT'S SOILS ENGINEER SHALL REVIEWTHE FINAL GRADING AND DRAINAGE PLANS TO ENSURE THAT DESIGNS FORFOUNDATIONS, RETAINING WALLS, SITE GRADING, AND SITE DRAINAGE ARE INACCORDANCE WITH THEIR RECOMMENDATIONS AND THE PEER REVIEW COMMENTS.THE APPLICANT'S SOILS ENGINEER'S APPROVAL SHALL THEN BE CONVEYED TO THETOWN EITHER BY LETTER OR BY SIGNING THE PLANS.SOILS ENGINEER ___________________________________________________REFERENCE REPORT NO. __________________, DATED ____________, 20 ______LETTER NO. __________, DATED ____________, 20 ___, SHALL BE THOROUGHLYCOMPLIED WITH. BOTH THE MENTIONED REPORT AND ALL UPDATES/ADDENDUMS/LETTERS ARE HEREBY APPENDED AND MADE A PART OF THIS GRADING PLAN.13.DURING CONSTRUCTION, ALL EXCAVATIONS AND GRADING SHALL BE INSPECTED BY THEAPPLICANT'S SOILS ENGINEER. THE ENGINEER SHALL BE NOTIFIED AT LEASTFORTY-EIGHT (48) HOURS BEFORE BEGINNING ANY GRADING. THE ENGINEER SHALL BEON-SITE TO VERIFY THAT THE ACTUAL CONDITIONS ARE AS ANTICIPATED IN THEDESIGN-LEVEL GEOTECHNICAL REPORT AND/OR PROVIDE APPROPRIATE CHANGES TOTHE REPORT RECOMMENDATIONS, AS NECESSARY. ALL UNOBSERVED AND/ORUNAPPROVED GRADING SHALL BE REMOVED AND REPLACED UNDER SOILS ENGINEEROBSERVANCE (THE TOWN INSPECTOR SHALL BE MADE AWARE OF ANY REQUIREDCHANGES PRIOR TO WORK BEING PERFORMED).14.THE RESULTS OF THE CONSTRUCTION OBSERVATION AND TESTING SHOULD BEDOCUMENTED IN AN “AS-BUILT” LETTER/REPORT PREPARED BY THE APPLICANTS' SOILSENGINEER AND SUBMITTED FOR THE TOWN'S REVIEW AND ACCEPTANCE BEFORE FINALRELEASE OF ANY OCCUPANCY PERMIT IS GRANTED.15.ALL PRIVATE AND PUBLIC STREETS ACCESSING PROJECT SITE SHALL BE KEPT OPEN AND INA SAFE, DRIVABLE CONDITION THROUGHOUT CONSTRUCTION. IF TEMPORARY CLOSUREIS NEEDED, THEN FORMAL WRITTEN NOTICE TO THE ADJACENT NEIGHBORS AND THETOWN OF LOS GATOS PARKS AND PUBLIC WORKS DEPARTMENT SHALL BE PROVIDED ATLEAST ONE (1) WEEK IN ADVANCE OF CLOSURE AND NO CLOSURE SHALL BE GRANTEDWITHOUT THE EXPRESS WRITTEN APPROVAL OF THE TOWN. NO MATERIAL OREQUIPMENT SHALL BE STORED IN THE PUBLIC OR PRIVATE RIGHT-OF-WAY.16.THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNSTHAT ARE NECESSARY TO GIVE ADEQUATE WARNING AND/PROTECTION TO THE PUBLICAT ALL TIMES.17.OWNER/APPLICANT: JIM VERGARAPHONE: 408 640-429118.GENERAL CONTRACTOR: ________________________PHONE: ______________19.GRADING CONTRACTOR: ________________________PHONE: ______________20.CUT: ±2,489 CY EXPORT: ±2,485 CYFILL: ±4 CY21.WATER SHALL BE AVAILABLE ON THE SITE AT ALL TIMES DURING GRADING OPERATIONSTO PROPERLY MAINTAIN DUST CONTROL.22.THIS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVALPERMITS AND METHODS OF TREE PRESERVATION SHALL BE REQUIRED. TREE REMOVALPERMITS ARE REQUIRED PRIOR TO THE APPROVAL OF ALL PLANS.23.A TOWN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLICRIGHT-OF-WAY. A STATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHINSTATE RIGHT-OF-WAY (IF APPLICABLE). THE PERMITTEE AND/OR CONTRACTOR SHALL BERESPONSIBLE COORDINATING INSPECTION PERFORMED BY OTHER GOVERNMENTALAGENCIES.24.NO CROSS-LOT DRAINAGE WILL BE PERMITTED WITHOUT SATISFACTORY STORMWATERACCEPTANCE DEED/FACILITIES. ALL DRAINAGE SHALL BE DIRECTED TO THE STREET OROTHER ACCEPTABLE DRAINAGE FACILITY VIA A NON-EROSIVE METHOD AS APPROVED BYTHE TOWN ENGINEER.25.IT IS THE RESPONSIBILITY OF CONTRACTOR AND/OR OWNER TO MAKE SURE THAT ALLDIRT TRACKED INTO THE PUBLIC RIGHT-OF-WAY IS CLEANED UP ON A DAILY BASIS. MUD,SILT, CONCRETE AND OTHER CONSTRUCTION DEBRIS SHALL NOT BE WASHED INTO THETOWN'S STORM DRAINS.26.GOOD HOUSEKEEPING PRACTICES SHALL BE OBSERVED AT ALL TIMES DURING THECOURSE OF CONSTRUCTION. SUPERINTENDENCE OF CONSTRUCTION SHALL BEDILIGENTLY PERFORMED BY A PERSON OR PERSONS AUTHORIZED TO DO SO AT ALLTIMES DURING WORKING HOURS. THE STORING OF GOODS AND/OR MATERIALS ON THESIDEWALK AND/OR THE STREET WILL NOT BE ALLOWED UNLESS A SPECIAL PERMIT ISISSUED BY THE ENGINEERING DIVISION. THE ADJACENT PUBLIC RIGHT-OF-WAY SHALL BEKEPT CLEAR OF ALL JOB RELATED DIRT AND DEBRIS AT THE END OF THE DAY. FAILURE TOMAINTAIN THE PUBLIC RIGHT-OF-WAY ACCORDING TO THIS CONDITION MAY RESULT INPENALTIES AND/OR THE TOWN PERFORMING THE REQUIRED MAINTENANCE AT THEDEVELOPER'S EXPENSE.27.GRADING SHALL BE UNDERTAKEN IN ACCORDANCE WITH CONDITIONS ANDREQUIREMENTS OF THE PROJECT STORM WATER POLLUTION CONTROL PLAN AND/ORSTORM WATER POLLUTION PREVENTION PLAN (SWPPP), THE TOWN OF LOS GATOSSTORM WATER QUALITY MANAGEMENT PROGRAM, NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) AND ANY OTHER PERMITS/REQUIREMENTS ISSUED BYTHE STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. PLANS(INCLUDING ALL UPDATES) SHALL BE ON-SITE AT ALL TIMES. NO DIRECT STORMWATERDISCHARGES FROM THE DEVELOPMENT WILL BE ALLOWED ONTO TOWN STREETS ORINTO THE PUBLIC STORM DRAIN SYSTEM WITHOUT TREATMENT BY AN APPROVEDSTORM WATER POLLUTION PREVENTION DEVICE OR OTHER APPROVED METHODS.MAINTENANCE OF PRIVATE STORMWATER POLLUTION PREVENTION DEVICES SHALL BETHE SOLE RESPONSIBILITY OF THE OWNER. DISCHARGES OR CONNECTION WITHOUTTREATMENT BY AN APPROVED AND ADEQUATELY OPERATING STORMWATER POLLUTIONPREVENTION DEVICE OR OTHER APPROVED METHOD SHALL BE CONSIDERED AVIOLATION OF THE ABOVE REFERENCED PERMIT AND THE TOWN OF LOS GATOSSTORMWATER ORDINANCE.TOWN OF LOS GATOS NPDES NOTES1.SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITEUSING STRUCTURAL CONTROLS AS REQUIRED BY THE STATEWIDE GENERALCONSTRUCTION STORMWATER PERMIT.2.STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENTTRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENTPROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND AS REQUIRED BY THESTATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT.3.APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) FOR CONSTRUCTION-RELATEDMATERIALS, WASTES, SPILL OR RESIDES SHALL BE IMPLEMENTED TO MINIMIZETRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOININGPROPERTY BY WIND OR RUNOFF AS REQUIRED BY THE STATEWIDE GENERALCONSTRUCTION STORMWATER PERMIT.4.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED ATCONSTRUCTION SITES AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR TOTHE LOCAL STORM DRAIN SYSTEM.5.ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADEAWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES (BMPS) AND GOODHOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATEDCONSTRUCTION STAGING AREAS.6.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRISAND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH ORRECYCLE BINS.7.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORMDOES NOT CARRY WASTE OR POLLUTANTS OFF OF THE SITE. DISCHARGES OF MATERIALOTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPTAS AUTHORIZED BY AN INDIVIDUAL NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT OR THE STATEWIDE GENERAL CONSTRUCTION STORMWATERPERMIT. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUIDCHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS,GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES ANDASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS,AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING ORCURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAMCLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; ANDSUPERCHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURINGCONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED ANDCONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIALSTORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATEAND FEDERAL REQUIREMENTS.8.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERINGGROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED.DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED.DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERINGACTIVITIES REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROLBOARD.15310 SUVIEW ROAD, LOS GATOS, CA 95032GRADING AND DRAINAGE PLANSARCHITECTURE AND SITE APPLICATION NO. S-19-025ABAGGREGATE BASEACASPHALT CONCRETEADAREA DRAINARVAIR RELEASE VALVEBCBACK OF CURBBFPBACKFLOW PREVENTERBWBOTTOM OF WALLCATVCABLE TELEVISIONCBCATCH BASINCFSCUBIC FEET PER SECONDC/LCENTERLINECMPCORRUGATED METAL PIPECOCLEANOUTCYCUBIC YARDDCVADOUBLE CHECK VALVE ASSEMBLYDIDROP INLETDIADIAMETERDIPDUCTILE IRON PIPEDWYDRIVEWAY(E)EASTEGEXISTING GRADEELECELECTRICALEPEDGE OF PATHEVAEEMERGENCY VEHICLE ACCESS EASEMENTEXEXISTINGFCFACE OF CURBFDCFIRE DEPARTMENT CONNECTIONFFFINISHED FLOOR ELEVATIONFGFINISHED GRADEFHFIRE HYDRANTFLFLOW LINEFMFORCED MAINFSFIRE SERVICEFTFEETGGASGAGAUGEGBGRADE BREAKGMGAS METERGSGAS SERVICEHDPEHIGH-DENSITY POLYETHYLENEHPHIGH POINTIEEINGRESS/EGRESS EASEMENTININCHINVINVERT ELEVATIONLATLATERALLGLIP OF GUTTERLPLOW POINTMAXMAXIMUMMHMANHOLEMINMINIMUMMPHMILES PER HOUR(N)NORTHN.T.S.NOT TO SCALEO.C.ON CENTERO.D.OUTSIDE DIAMETERPADPAD ELEVATIONPCCPORTLAND CEMENT CONCRETEPERFPERFORATEDPG&EPACIFIC GAS & ELECTRIC COMPANYPIEEPRIVATE INGRESS/EGRESS EASEMENTPLPROPERTY LINEPRPROPOSEDPSDEPRIVATE STORM DRAIN EASEMENTPSEPUBLIC SERVICE EASEMENTPSSEPRIVATE SANITARY SEWER EASEMENTPUEPUBLIC UTILITY EASEMENTPVCPOLYVINYL CHLORIDERRADIUSRCPREINFORCED CONCRETE PIPERIMRIM ELEVATIONR/WRIGHT-OF-WAY(S)SOUTHSSLOPESCCSANTA CLARA COUNTYSCCFDSANTA CLARA COUNTY FIRE DEPARTMENTSDSTORM DRAINSDCOSTORM DRAIN CLEANOUTSDESTORM DRAIN EASEMENTSDMHSTORM DRAIN MANHOLESDRSTANDARD DIMENSION RATIOSFSQUARE FEETSJWCSAN JOSE WATER COMPANYSSSANITARY SEWERSSCOSANITARY SEWER CLEANOUTSSESANITARY SEWER EASEMENTSSMHSANITARY SEWER MANHOLESTDSTANDARDS/WSIDEWALKTCTOP OF CURBTELETELEPHONETLGTOWN OF LOS GATOSTWTOP OF WALLTYPTYPICALVCPVITRIFIED CLAY PIPE(W)WESTWWATERWMWATER METERWSWATER SERVICEWVWATER VALVEWVSDWEST VALLEY SANITATION DISTRICTXINGCROSSINGABBREVIATIONSHOUSE FOOTPRINTCUT (CY)MAX CUTHEIGHT (FT)FILL (CY)MAX FILLDEPTH (FT)EXPORT (CY)ATTACHED GARAGEACCESSORY BUILDINGPOOLDRIVEWAY / ACCESSLANDSCAPE / OUTDOORCELLARAREA DESCRIPTIONTABLE OF PROPOSED EARTHWORK QUANTITIESTOTALASSESSORS PARCEL NO. 537-24-024GENERAL NOTES1.PROPERTY ADDRESS: 15310 SUVIEW ROAD2.PROPERTY OWNER: VERGARA3.ASSESSORS PARCEL NUMBER: 537-24-0244.EXISTING USE: HILLSIDE RESIDENTIAL5.EXISTING ZONING: HR-2 1/26.PROPOSED USE: HILLSIDE RESIDENTIAL7.PROPOSED ZONING: HR-2 1/28.SITE AREA: 112,896 SQ. FT. / 2.59 ACRES9.APPLICANT/DEVELOPER: VERGARA10.CONSULTANTS:11.WATER SUPPLY: SAN JOSE WATER COMPANY12.SANITARY SEWER DISPOSAL: ONSITE SEPTIC SYSTEM13.GAS AND ELECTRIC: PACIFIC GAS AND ELECTRIC14.TELEPHONE: FRONTIER15.CABLE:16.STORM DRAIN: TOWN OF LOS GATOS17.FIRE PROTECTION: SANTA CLARA COUNTY FIRE DEPARTMENT18.DATUM: NAVD88 (GPS)19.BASIS OF BEARINGS: THE BEARINGS AND DISTANCES ARE BASED ON THE MONUMENTSFOUND AS RECORDED ON THE PARCEL MAP IN BOOK 362 OF MAPS AT PAGE 40 ONOCTOBER 15th, 1975.20.BENCHMARK INFORMATION: TOPOGRAPHIC SURVEY BENCHMARK ELEVATION BY GPS7SHEET OF 1CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: SEPT. 2016±811±224±380±299±775±2,489±3.1±4.7±13.7±4.5±3.6±4±2.7±4±2,485HB JOB NO. 16075 REV.: SEPT. 2016 7SHEET OF 2 PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSREVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE:OCTOBER 31, 2019AMXXAMTMNONECONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.16075PLAN FOR THE IMPROVEMENT OFLANDS OF VERGARA - 15310 SUVIEW ROADBLUEPRINT FOR A CLEAN BAYARCHITECTURE AND SITE APPLICATION NO. S-19-025APN 537-24-024CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 1910HB JOB NO. 16075 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19103SHEET OF 7 16075AS SHOWNTMAMXXAMOCTOBER 31, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 PLAN FOR THE IMPROVEMENT OFLANDS OF VERGARA - 15310 SUVIEW ROADEXISTING TOPOGRAPHY MAPARCHITECTURE AND SITE APPLICATION NO. S-19-025APN 537-24-024HB JOB NO. 16075 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19104SHEET OF 7 16075AS SHOWNTMAMXXAMOCTOBER 31, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 PLAN FOR THE IMPROVEMENT OFLANDS OF VERGARA - 15310 SUVIEW ROADSITE PLANARCHITECTURE AND SITE APPLICATION NO. S-19-025APN 537-24-024HB JOB NO. 16075 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19105SHEET OF 7 16075AS SHOWNTMAMXXAMOCTOBER 31, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 PLAN FOR THE IMPROVEMENT OFLANDS OF VERGARA - 15310 SUVIEW ROADGRADING & DRAINAGE PLANARCHITECTURE AND SITE APPLICATION NO. S-19-025APN 537-24-024MATCH LINE SEE SHEET 6 MATCH LINE SEE SHEET 6 HB JOB NO. 16075 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19106SHEET OF 7 16075AS SHOWNTMAMXXAMOCTOBER 31, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 PLAN FOR THE IMPROVEMENT OFLANDS OF VERGARA - 15310 SUVIEW ROADSECTIONS & DETAILSARCHITECTURE AND SITE APPLICATION NO. S-19-025APN 537-24-024SEE SHEET 5 MATCH LINESEE SHEET 5 MATCH LINE OFFSITE SEWER CONNECTION,HB JOB NO. 16075 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107SHEET OF 7 16075AS SHOWNTMAMXXAMOCTOBER 31, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 PLAN FOR THE IMPROVEMENT OFLANDS OF VERGARA - 15310 SUVIEW ROADEROSION CONTROL PLANARCHITECTURE AND SITE APPLICATION NO. S-19-025APN 537-24-024HB JOB NO. 16075 FF 766'-0"SUVIEW RDCOURTMAIN HOUSEPOOL910 SFFRONTPORCHENTRYPORCH(E) Play Equiptment(E) Path of Pavers(E)Oak TreeBARKMULCH(E) Wallnut to beRemoved(E)GRASS HILLSIDETO REMAINUNDISTURBED(E)ConcreteWood FenceRet. WallGARAGEDrivewayARTIFICIALTURFRet. WallProposedPropane Tank LocationRet. WallCOVEREDPATIOPOOLPATIOLAWNExisting RedwoodsProposedWater Tank(E) SepticTanks30' Offsetfrom house30' Offsetfrom house30' Offsetfrom house30' Offsetfrom houseBARKMULCHARTIFICIALTURF(1) Japanese Maple(1) Fruitless Olive(5) Boxleaf Euonymus(8) Native P.C. Iris(3) Trailing Lantana(5) Creeping Mahonia(2) Mexican Sage(6) Western Columbine(4) Western Columbine(7) Manzanita uva-ursi(5) Manzanita uva-ursi(4) Waverly Sage(7) Trailing Lantana(4) Diosma `G. S.`(1) Mexican Sage(12) Hidcote Lavender(1) Rosemary(6) Rosemary(24) Autumn Sage(6) Diosma `G. S.`(10) Trailing Lantana(12) Waverly Sage(10) Manzanita uva-ursi(2) Mexican Sage(4) Toyon(22) Dwarf RosemaryTREESBOTANICAL NAMECOMMON NAMESIZEQTYAcer palmatumJapanese Maple24"1Olea europaea `Fruitless`Fruitless Olive24"box1SHRUBSBOTANICAL NAMECOMMON NAMESIZEQTYColeonema pulchrum `Sunset Gold`Diosma `G. S.`1 gal10Euonymus japonicus `Microphylla`Boxleaf Euonymus5 gal.5Heteromeles arbutifoliaToyon5 gal.3Lantana montevidensisTrailing Lantana5 gal.20Lavandula angustifolia `Hidcote Blue`Hidcote Lavender5 gal.12Rosmarinus officinalis `Prostratus`Dwarf Rosemary5 gal.22Salvia `WaverlyWaverly Sage5 gal.16Salvia greggii `Lipstick`Autumn Sage5 gal24Salvia leucanthaMexican Sage5 gal.5GROUND COVERSBOTANICAL NAMECOMMON NAMESIZESPACINGQTYRosmarinus officinalisRosemary1 gal.46" o.c.7PLANT SCHEDULE PLANTING LIST INSIDE 30' ZONESHRUBSBOTANICAL NAMECOMMON NAMESIZEQTYAquilegia formosaWestern Columbine5 gal.10Heteromeles arbutifoliaToyon5 gal.1Iris x pacifica `Native Warrior`Native P.C. Iris5 gal.8Mahonia repensCreeping Mahonia5 gal.5GROUND COVERSBOTANICAL NAMECOMMON NAMESIZESPACINGQTYArctostaphylos uva-ursiManzanita uva-ursi1 gal.50" o.c.22PLANT SCHEDULE PLANT LIST OUTSIDE 30' ZONEN o r t hSUVIEW RDResidence15310 Suview Drive, Los Gatos, CA VERGARA RESIDENCE L-1SCALEDRAWNJOBDATE1"=10'-0"VERGARAIN02-14-20LANDSCAPE PLAN Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATESN o r t h020105aitkenassociates@gmail.com 8262 Rancho Real Gilroy, CA 95020*NOTES (E) = ExistingSITE PLANSCALE 1"=100'