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Exhibit 11.Project PlansPROJECT DATA PLANNER/CIVIL ENGINEER:HMH ENGINEERS CONTACT: STEPHAN KUEHN 1570 OAKLAND ROAD SAN JOSE, CA 95131(669)295-2357 DEVELOPMENT TEAM COMFORT STATION ARCHITECT:E2 ARCHITECTS CONTACT: JEFFREY EATON 307 ORCHARD CITY DRIVE, STE 350 CAMPBELL, CA 96008 (408)691-8998 GOLF COURSE ARCHITECT:ORIGINS GOLF DESIGN CONTACT: TODD ECKENRODE 18022 COWAN, STE 230 IRVINE, CA 92614 (949)476-6878LA RINCONADA DRSITE LA RINCONADA DRSITE ARCHITECTURAL AND SITE REVIEW LA RINCONADA COUNTRY CLUB GOLF COURSE MODERNIZATION PROJECT TITLE SHEET OB NOT TO SCALE OB TABLE OF CONTENTS PLANNING/CIVIL ENGINEERING G1.0 TITLE SHEET G2.0 SITE CONTEXT PHOTOGRAPHS G2.1 PRESENT DAY AERIAL G3.0 EXISTING CONDITIONS PLAN G3.1 EXISTING CONDITIONS PLAN G3.2 EXISTING ENTRY ROAD CONDITIONS C-0.0 COVER SHEET C-1.0 CIVIL DRAINAGE & UTILITY PLAN C-1.1 CIVIL DRAINAGE & UTILITY PLAN C-1.2 CIVIL DRAINAGE & UTILITY PLAN C-1.3 CIVIL DRAINAGE & UTILITY PLAN C-1.4 CIVIL DRAINAGE & UTILITY PLAN C-1.5 CIVIL DRAINAGE & UTILITY PLAN C-3.0 CIVIL DETAILS C-3.1 CIVIL DETAILS C-4.0 PRELIMINARY ENTRY ROAD GRADING & DRAINAGE PLAN C-4.1 PRELIMINARY STORMWATER CONTROL PLAN C-5.0 INTERIM EROSION CONTROL MEASURES C-5.1 INTERIM EROSION CONTROL MEASURES C-5.2 INTERIM EROSION CONTROL MEASURES C-6.0 FIRE ACCESS PLAN ARCHITECTURE AO-1 OVERALL PLAN AO-2 DEMOLITION PLAN AO-3 DEMOLITION PLAN AO-4 GRADING PLAN AO-5 GRADING PLAN AO-6 FEATURES PLAN AO-7 FEATURES PLAN AO-8 GRASSING PLAN AO-9 GRASSING PLAN AO-10 EARTHWORKS EXHIBIT AO-11 CART PATH PLAN GOVERNMENT AGENCIES:TOWN OF LOS GATOS CONTACT: RYAN SAFTY 110 E. MAIN STLOS GATOS, CA 95030 (408)354-6802 OWNER:CLEARVIEW GOLF ASSOCIATES LLC CONTACT: ANDY KIMBALL 14595 CLEARVIEW DRIVELOS GATOS, CA 95032 (408)402-7468 ASSESSOR'S PARCEL NUMBER: PROJECT ADDRESS/LOCATION: EXISTING GENERAL PLAN DESIGNATION: EXISTING ZONING DESIGNATION: PROPOSED USE: GROSS SITE AREA: RIGHT-OF-WAY DEDICATION: NET SITE AREA: CONSTRUCTION SCHEDULE:START DATE: COMPLETION DATE: 409-31-001, 409-18-008, -009, -010 17400 WEDGEWOOD AVE AND 17445 ZENA AVE LOS GATOS, CA OPEN SPACE RC- RESOURCE CONSERVATION, R-1:20 SINGLE FAMILY RESIDENTIAL GOLF COURSE ±118.35 AC ±000.00 AC ±118.35 AC 3/16/2026 9/28/2026 PROJECT DESCRIPTION DEVELOPER:LA RINCONADA COUNTRY CLUB CONTACT: ANDY KIMBALL 14595 CLEARVIEW DRIVE LOS GATOS, CA 95032 (408)402-7468 ARCHITECTURAL AND SITE REVIEW FOR GOLF COURSE RENOVATIONS AND UPGRADES TO THE EXISTING GOLF COURSE INCLUDING A NEW CONNECTING CART PATH, NEW TEE, FAIRWAY, GREEN, AND BUNKER AREAS, TURF REPLACEMENT TO INCREASE DROUGHT TOLERANCE, A REALIGNED ENTRY ROAD, AND UPDATES TO THE EXISTING COMFORT STATION. PROJECT INCLUDES TREE REMOVAL AND REPLACEMENT. AO-12 IRRIGATION MAINLINE PLAN AO-13 CONSTRUCTION DETAILS AO-14 CONSTRUCTION DETAILS PA0.0 GENERAL INFORMATION (COMFORT STATION) PA0.3 BLUEPRINT FOR A CLEAN BAY PA1.0 OVERALL AND ENLARGED PROPOSED SITE PLAN PA2.3 PROPOSED FLOOR PLAN PA2.4 PROPOSED DIMENSIONED FLOOR PLAN & WALL TYPES PA2.6 PROPOSED ROOF PLAN PA3.1 PROPOSED EXTERIOR ELEVATIONS PA4.1 PROPOSED FF&E FLOOR PLAN & ELEVATIONS PA6.1 PROPOSED REFLECTED CEILING PLAN LANDSCAPE COVER COVER SHEET TP-1 TREE PROTECTION & REMOVAL PLAN TP-2 TREE PROTECTION & REMOVAL PLAN TP-3 TREE PROTECTION & REMOVAL PLAN TP-4 TREE PROTECTION & REMOVAL PLAN TP-5 TREE PROTECTION & REMOVAL PLAN TP-6 TREE PROTECTION & REMOVAL PLAN TI-1 TREE INVENTORY TI-2 TREE INVENTORY T1-3 TREE INVENTORY T1-4 TREE INVENTORY TI-5 TREE INVENTORY TI-6 TREE INVENTORY TI-7 TREE INVENTORY TI-8 TREE INVENTORY TI-9 TREE INVENTORY TI-10 TREE INVENTORY TI-11 TREE INVENTORY IP-1 IRRIGATION PLAN IP-2 IRRIGATION PLAN IP-3 IRRIGATION PLAN IP-4 IRRIGATION PLAN IP-5 IRRIGATION PLAN IP-6 IRRIGATION PLAN PP-1 PLANTING PLAN PP-2 PLANTING PLAN PP-3 PLANTING PLAN PP-4 PLANTING PLAN PP-5 PLANTING PLAN PD-1 PLANTING DETAILS PD-2 PLANTING TYPICALS LK0.1 LAKE SYSTEM SITE PLAN, NOTES, ETC LK1.1 LAKE SYSTEM PLAN VIEW LK1.2 LAKE SYSTEM PLAN VIEW LK1.3 LAKE SYSTEM PLAN VIEW LK1.4 LAKE SYSTEM PLAN VIEW LK1.5 LAKE SYSTEM PLAN VIEW LK2.1 LAKE SYSTEM CROSS SECTIONS LK3.1 LAKE SYSTEM DETAILS LK3.2 LAKE SYSTEM DETAILS LK3.3 LAKE SYSTEM DETAILS LK3.4 LAKE SYSTEM DETAILS LK3.5 LAKE SYSTEM DETAILS LK3.6 LAKE SYSTEM DETAILS LK4.1 LAKE AERATION SYSTEM DETAILS LK4.2 LAKE AERATION SYSTEM DETAILS LK5.1 LAKE TRANSFER PUMP STATION LK6.1 LAKE SYSTEM MECHANICAL DETAILS DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504TS.DWG454504TS.DWG G1.0 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/2/2025 8:02 AMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility Design Land Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS WE D G E W O O D A V E WE D G E W O O D A V E HW Y 8 5 HW Y 8 5 CLEARVIEW DRCLEARVIEW DR WIMBLEDON DRWIMBLEDON DRWINCHESTER BLVDWINCHESTER BLVDGRANADA WAYGRANADA WAYLANDSCAPE ARCHITECT:PINNACLE DESIGN CONTACT: KEN ALPERSTEIN 77935 CALLE TAMPICO, STE 220 LA QUINTA, CA 92253 (760)636-2558 CIVIL ENGINEER: CLIFF BECHTEL AND ASSOCIATES, LLC CONTACT: CLIFF BECHTEL 1321 254TH PLACE, SE SAMMAMISH, WA 98075 (650)333-0103 OB 9292 EXHIBIT 11 SITE CONTEXT PHOTOGRAPHS NOT TO SCALE DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504SITE_PHOTOS.DWG454504SITE_PHOTOS.DWG G2.0 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/1/2025 3:52 PMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS 9292 PRESENT DAY AERIAL NOT TO SCALE DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504PRESENT DAY AERIAL.DWG454504PRESENT DAY AERIAL.DWG G2.1 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/2/2025 7:48 AMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility Design Land Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS 9292 275 280 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 360 365 370 375 380 375 380 385 280 285 290 295 300 305 310 315 320 325 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 350 350 355 360 365 370 375 380 350 350 350 355 360 365 370 370 365375 375 380 380 380 380 380 380 375 370365355 330 325 330 335 340 345 350 355 360 365 370 280 285 280 290 295 300 305 310 315 320 285 290 295 300 305 310 285290 295 300305 310 315 320 325 330 335 280 280 275 27 5 28 0 380375370365360355350350345335325 340 345 350 355 345 34033536069 67 270 270 27 5 28 0MULBERRYDRIVELORADRIVE LA RINCONADADRIVELA RINCONADADRIVEEASTVIEWDRIVECLEARVIEWDRIVECLEARVIEW DRIVE G R A N A D A W A Y WEDGEWOOD AVEN U E WEDGEWOOD AVENUECAPI S T R A N O PLAC E NALORCOURTWIMBLEDON DR WEDGEWOOD AVEN U E AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 60' SCVWD EASEMENT 10' SEWER EASEMENT 40.26' PUBLIC STREET EASEMENT AREA NOT PART OF PROJECT SITE LA RINCONADA DRWEDGEWOOD DR EXISTING CONDITIONS PLAN OB AS SHOWN OB VICINITY MAP SCALE: 1" = 1000' DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504EX.DWG454504EX.DWG G3.0 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/1/2025 3:53 PMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS SK 1 INCH = 150 FEET 0 75 150 300 LINETYPE LEGEND EXISTING PROPERTY LINE PROJECT BOUNDARY CENTERLINE CONTOURS EXISTING EASEMENT EXISTING TOPOGRAPHY 9292 365 370 375 380 375 380 385 345 350 355 350 350 355 360 365 370 375380 350 350 350 355 360 365 370 370 365375 375 375 375 380 380 380 380 380 380 375 375 375 370370365365355 360 380 380 380385 385 385 390 390 390 395 395 395 400 400 400 400 400 395 395 395 395 370 370 370 370 365 365 365 365 360 360 360 360 355 355 355 350 345 330 350 355 360 365 370 305 310 380375370365360355350350345 350 355 345 34033536069 67 EASTVIEWDRIVEZENA AVENUE EATON LANEKARLAVENUELA RINCONADA DRIVEKARL AVENUEVIA DELSUROF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 10' SEWER EASEMENT 40' ROAD EASEMENT EXISTING CONDITIONS PLAN OB AS SHOWN OB DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504EX.DWG454504EX.DWG G3.1 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/1/2025 3:54 PMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS SK 1 INCH = 150 FEET 0 75 150 300 LINETYPE LEGEND EXISTING PROPERTY LINE PROJECT BOUNDARY CENTERLINE CONTOURS EXISTING EASEMENT EXISTING TOPOGRAPHY 9292 SITE LA RINCONADA DRWEDGEWOOD DR 345 350 355 350 305 310 345 350 355 AC 351.66 AC 351.64 AC 351.15 AC 350.90 AC 350.14 AC 349.64 AC 348.36 AC 349.69 AC 348.57 AC 347.80 AC 346.96 AC 346.79 AC 347.19 AC 350.62 AC 349.46 AC 351.88 AC 352.84 AC 353.03 AC 354.94 AC 354.93 1.1% 1.8%1.1%3.0% 2.7% AC 346.43 ~ LP 19 .3 ' ± EX ROAD26.2'± EX ROAD23.4'± EX ROAD 1.0 % 2.2 %3.8%2 . 2% 1.7 % 8.0 %9.5%3.2%3.4%4.6%0.5% EX 8 " V C P ~ 1 9 1 'EX 8" VCP ~ 258'EX 8" V C P ~ 4 3 8' EX SSMH RIM 348.5±EX 8" INV 338.4± EX SSMH RIM 357.6±EX 8" INV 348.6± EX SSMHRIM 350.3± EX 8" INV 336.3± EX GREASE INTERCEPTOR EX 8" VCP ~ 137'20 ' ± E X E N T R Y G A T E EX LIGHT POLE, TYP.EX 12" SDEX OUTFALL. 1 0 ' P S S E CLEARVIEW DRIVE(PUBLIC STREET) WATERVALVEBOX WATERVALVEVAULT COMMBOX ELECBOX ELECBOX ELECBOX ELECBOX ELECBOX EX 8 " S S EX 8"S SEX 12"SD275 280 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 360 365 370 375 380 375 380 385 280285 290 295 300 305 310 315 320 325 285 290 295 300 305 310 315 320 325 330 335340 345 350 355 350 350 355 360 365 370 375380 350 350 350355 360 365 370 370 365375 375 375 375 380 380 380 380 380 380 375 375 375 370 370 365 365 355 360 380 380 380385 385 385 390 390 390 395 395 395 400 400400 400 400 395 395 395 395 370 370 370 370 365 365 365 365 360 360 360 360 355 355 355 350 345 330 325 330 335 340 345 350 355 360 365 370 280 285 280 290 295 300 305 310 315 320 285 290 295 300 305 310 285290295 300305310 315 320 325 330 335 280 280 275 275 280 380375 370 365 360 355 350 350345335325 340 345 350 355 345340335 360 69 67 270 270 275 280 AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT 60' SCVWD EASEMENT 10' SEWER EASEMENT 40.26' PUBLIC STREET EASEMENT 40' ROAD EASEMENT AREA NOT PARTOF PROJECT EXISTING ENTRY ROAD CONDITIONS OB AS SHOWN OB VICINITY MAP SCALE: 1" = 1000' DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504EX.DWG454504EX.DWG G3.2 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/1/2025 3:54 PMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS SK 1 INCH = 20 FEET 4020100 ABBREVIATIONS LEGEND PROPERTY LINE PROJECT BOUNDARY EX FACE OF CURB EX AC SPOT GRADES AC XX.XX AC ASPHALT CONCRETEEX/(E) EXISTING LP LOW POINTPSSE PUBLIC SANITARY SEWER EASEMENTSD STORM DRAIN SDFI STORM DRAIN FIELD INLETSS SANITARY SEWER SSMH SANITARY SEWER MANHOLE SSCO SANITARY SEWER CLEANOUT X%X%EX PERCENT & DIRECTION OF SURFACE FLOWDRAINAGE EX SSMH EX SSCO EX SANITARY SEWER PIPE EX SS PIPE SLOPE EX STORM DRAIN PIPE DIA" MATERIAL ~ LENGTH' EX SDFI EX ELECTROLIER EX FIRE HYDRANT EX BACKFLOW PREVENTER KEYMAP SCALE: 1" = 1000' ENTRY ROAD AREA OF WORK 9292 SDSD1 1 . 9% 5.5%2.0%2.0%6.3% 1 2 . 4% 3.0% 2.9 % 3.6 % SDFIRIM 346.912" INV 342.4 OUT CONFORM TO EX AC 356.8± CONFORM TO EX AC 356.0± CONFORM TO EX AC 352.3± E X 1 0 ' P U B L I C SAN I T AR Y S EW ER E A S EM EN T EX PORTION OF ENTRY ROAD TO BE REMOVED EX PL CONFORM TO EX AC 352.0± TC 347.3FL 346.8 TC 347.0~LPFL 346.5 TC 350.5~GBFL 350.0 TC 350.1~GBFL 349.7 TC 350.1~GB FL 349.6 BIORETENTION AREA TOP OF SLOPE = 347.0TOP OF SOIL = 346.4 LIMIT OF WORK PROJECT BOUNDARY TC 350.5~GBFL 350.0 22' NEWENTRY ROADSD OUTFALL12" INV 341.7 EX ENTRY ROAD 12" PVC @ S=1%AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT 60' SCVWD EASEMENT 10' SEWER EASEMENT 40.26' PUBLIC STREET EASEMENT 40' ROAD EASEMENT AREA NOT PARTOF PROJECT PRELIMINARY ENTRY ROAD GRADING & DRAINAGE PLAN CM/TU AS SHOWN CM/TU DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504GP.DWG454504GP.DWG C4.0 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/1/2025 3:55 PMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS 1 INCH = 20 FEET 4020100 1. GRADES, INVERTS, AND UTILITY LOCATIONS SHOWN ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION. NOTES ABBREVIATIONS LEGEND PROPOSED EXISTING PROPERTY LINE STORM DRAIN PIPE SD PROJECT BOUNDARY EASEMENT GRADE BREAK SPOT GRADES FG XX.XX EG XX.XX AC ASPHALT CONCRETE EX/(E) EXISTINGEG EXISTING GRADE FG FINISH GRADE FL FLOW LINEFS FINISH SURFACE GB GRADE BREAKHP HIGH POINTINV INVERT LP LOW POINT PL PROPERTY LINESD STORM DRAIN SDFI STORM DRAIN FIELD INLETTC TOP OF CURB STORM DRAIN FIELD INLET X%X%PERCENT & DIRECTION OF SURFACE FLOW DRAINAGE BIORETENTION BASIN STORM DRAIN PERFORATED PIPE OUTFALL SD KEYMAP SCALE: 1" = 1000' ENTRY ROAD AREA OF WORK 2:1 MAX SLOPE AC PAVEMENT RESPONSIBILITY TO INDEPENDENTLY ESTIMATE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S NOTE: EARTHWORK QUANTITIES SHOWN ARE EARTHWORK QUANTITIES FILL:CUT: EXPORT:IMPORT: QUANTITIES FOR HIS/HER OWN USE. 480 CY 0 CY 480 CY 0 CY 92 275 280 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 360 365 370 375 380 375 380 385 280 285 290 295 300 305 310 315 320 325 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 350 350 355 360 365 370 375380 350 350 350 355 360 365 370 370 365375 375 375 375 380 380 380 380 380 380 375 375 375 370 370 365 365 355 360 380 380 380385 385 385 390 390 390 395 395 395 400 400 400 400 400 395 395 395 395 370 370 370 370 365 365 365 365 360 360 360 360 355 355 355 350 345 330 325 330 335 340 345 350 355 360 365 370 280 285 280 290 295 300 305 310 315 320 285 290 295 300 305 310 285290 295 300305 310 315 320 325 330 335 280 280 275 275 28 0 380375370365360355350350345335325 340 345 350 355 345 340335 36069 67 270 270 27 5 28 0 111810171615141312126543789AREA NOT PARTOF PROJECT AREA NOT PART OF PROJECT AREA NOT PARTOF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 60' SCVWD EASEMENT 10' SEWER EASEMENT 40.26' PUBLIC STREET EASEMENT 40' ROAD EASEMENT AREA NOT PART OF PROJECT TCM 2 BIORETENTION AREA 616 SF REQUIRED621 SF PROVIDED DMA1 DMA2 UT-1 UT-2 UT-3 UT-4 PAVEM E N T SLOP E T O DRAIN18" MIN.6" HIGH CURB 6" HIG H CURB SECTION VIEW 16" A A A-A SEE BIORETENTION OR FTP DETAILS CURB OPENING2 N.T.S. WARPED GUTTER CL PLAN VIEW 3'-6"12" A A 1'-6" MIN 6" VARIES SEE PLAN 0.2'MIN.6"6"X"3 MAX PLACE 4" MIN. DIA. APPROVEDCOBBLE 0.2' BELOW CURBOPENINGS FOR DISTANCE OF 2' EITHER SIDE OF CURB OPENINGS DEPRESS 2" AT OPENING 24"24" FLOWS T O BIORETE N T I O N A R E A 1 SIZING METHODS: 4% 12" MIN. OF CLASS II PERMEABLE ROCK PER CALTRANS SPECS. ROCK SECTION TO INCREASE WITH SLOPE OF PIPE. VARIES VARIES PERFORATED PIPE(SLOPE AT 0.50% MIN) W/ PERFORATIONS DOWN. SEE PLAN FOR LENGTH AND LOCATION. 3:1 MA X 18"CLEANOUT W/ CAP AT FINISH GRADE VARIES-SEE PLAN VARIES-SEE PLAN PLACE 4" MIN. DIA. APPROVED COBBLE 0.2' BELOW CURB OPENINGS FORDISTANCE OF 2' EITHER SIDE OF CURB OPENINGS. PLACE GEOTEXTILE BETWEEN COBBLES & NATIVE SOIL FOR EROSION CONTROL. SOLID OVERFLOW PIPE BIORETENTION BASIN W/ LINER N.T.S. CHRISTY V12 OR APPROVED EQUAL OVERFLOW RISER W/ GRATE BIO-TREATMENTSOIL MIX (BSM)PER APPENDIX C OF THE SCVURPPP C.3 STORMWATER HANDBOOK. RISER HEIGHT SEE TCM SUMMARY TABLE 0.2" 8" MIN. ALL PLANTS WITHIN BIORETENTION BASIN TO BE SELECTED PER APPENDIX D OF THE SCVURPPP C.3 STORMWATER HANDBOOK IMPERMEABLE LINER PRELIMINARY STORMWATER CONTROL PLAN CM/TU AS SHOWN CM/TU DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504SW.DWG454504SW.DWG C4.1 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/2/2025 8:14 AMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility Design Land Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS 1 INCH = 250 FEET 0 125 250 500 DMA#LID TREATMENT DRAINAGE AREA STORM DRAIN PIPE SD SD SD CATCH BASIN STORM DRAIN MANHOLE CATCH BASIN (EXISTING) CURB INLET (EXISTING) STORM DRAIN MANHOLE (EXISTING) PROJECT BOUNDARY LEGEND BIORETENTION AREA PROJECT SITE INFORMATION: 1. SOILS TYPE: CLAY LOAM 2. GROUND WATER DEPTH: 30 TO 50 FT 3. NAME OF RECEIVING BODY: SAN TOMAS AQUINO CREEK 4. FLOOD ZONE: ZONE X 5. FLOOD ELEVATION (IF APPLICABLE): N/A OPERATION AND MAINTENANCEINFORMATION: I. PROPERTY INFORMATION: I.A. PROPERTY ADDRESS: 14595 Clearview Drive Los Gatos, CA 95032 APN: 409-31-001 409-18-008, -009, -010 I.B. PROPERTY OWNER: La Rinconada Country Club II. RESPONSIBLE PARTY FOR MAINTENANCE: II.A. CONTACT: La Rinconada Country Club II.B. PHONE NUMBER OF CONTACT: (408) 402-7468 II.C. EMAIL: akimball@Larinconadacc.com II.D. ADDRESS: 14595 Clearview Drive Los Gatos, CA 95032 1. DISPOSITION AND TREATMENT OF STORM WATER WILL COMPLY WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM STANDARDS AND IMPLEMENTATION STANDARDS ESTABLISHED BY THE SANTA CLARA VALLEY URBAN RUNOFF POLLUTION PREVENTION PROGRAM. NOTES SOURCE CONTROL MEASURES: 1. MAINTENANCE (PAVEMENT SWEEPING, CATCH BASIN CLEANING, GOOD HOUSEKEEPING). 2. STORM DRAIN LABELING. SITE DESIGN MEASURES: 1. MINIMIZE IMPERVIOUS SURFACES 2. OTHER SELF-TREATING AREA (E.G. LANDSCAPED AREAS) 3. SELF-RETAINING AREA 1. SEE GRADING PLAN FOR BASIN FOOTPRINT AND DESIGN ELEVATIONS. 2. PLACE 3 INCHES OF COMPOSTED, NON-FLOATABLE MULCH INAREAS BETWEEN STORMWATER PLANTINGS AND SIDE SLOPE. 3. SEE LANDSCAPE PLAN FOR MULCH, PLANT MATERIALS AND IRRIGATION REQUIREMENTS 4. CURB CUTS SHALL BE A MINIMUM 18" WIDE AND SPACED AT MAXIMUM 10' O.C. INTERVALS AND SLOPED TO DIRECT STORMWATER TO DRAIN INTO THE BASIN. CURB CUTS SHALL ALSO NOT BE PLACED INLINE WITH OVERFLOW CATCH BASIN.SEE GRADING PLAN FOR MORE DETAIL ON LOCATIONS OFCURB CUTS. 5. A MINIMUM 0.2' DROP BETWEEN STORM WATER ENTRY POINT (I.E. CURB OPENING, FLUSH CURB, ETC.) AND ADJACENT LANDSCAPE FINISHED GRADE. 6. DO NOT COMPACT NATIVE SOIL / SUBGRADE AT BOTTOM OF BASIN. LOOSEN SOIL TO 12" DEPTH. BIORETENTION & FLOW-THROUGH PLANTER NOTES: AS THE GOLF COURSE IS MOSTLY PERVIOUS, PROPOSED CART PATHS WILLDRAIN TO LANDSCAPE AREAS AND BE CONSIDERED "SELF-RETAINING" AREAS. THE PROPOSED DRIVEWAY RECONFIGURATION WILL BE TREATED BY A BIORETENTION PLANTER THAT IS SIZED TO TREAT NEW AND EXISTINGPORTIONS OF THE ENTRY ROAD. STORMWATER TREATMENT SUMMARY 9292 275 280 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 360 365 370 375 380 375 380 385 280 285 290 295 300 305 310 315 320 325 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 350 350 355 360 365 370 375 380 350 350 350 355 360 365 370 370 365375 380 380 380 380 330 325 330 335 340 345 350 355 360 365 370 280 285 280 290 295 300 305 310 315 320 285 290 295 300 305 310 285290 295 300305 310 315 320 325 330 335 280 280 275 27 5 28 0 380375370365360355350350345335325 340 345 350 355 345 34033569 67 270 270 27 5 28 0 111810126543789AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 60' SCVWD EASEMENT 10' SEWER EASEMENT 40.26' PUBLIC STREET EASEMENT AREA NOT PART OF PROJECT EX 12"SDSTABILIZED CONSTRUCTION ENTRANCE TC-1 C5.2 FIBER ROLLS (TYP.) STORM DRAIN INLET PROTECTION SE-1 C5.2 FIBER ROLLS (TYP.)SE-5 C5.2 SE-5 C5.2 CLEARVIEW DRIVECLEARVIEW DRIVE LA RINCONADA DRIVEWE D G E W O O D A V E GRANADA WAY APPROXIMATE CONSTRUCTION STAGING AREAS DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504EC.DWG454504EC.DWG C5.0 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/1/2025 3:56 PMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS INTERIM EROSION CONTROL MEASURES TU AS SHOWN TU 1 INCH = 150 FEET 0 75 150 300 GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. CONTRACTOR/OWNER: CLIFF BECHTEL AND ASSOCIATES, LLC ADDRESS: 1321 254TH PLACE, SE SAMMAMISH, WA 98075 ATTN: CLIFF BECHTEL (650) 333-0103 IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN CONTROL OF THE ENTIRE CONSTRUCTION OPERATION AND TO KEEP THE ENTIRE SITE IN COMPLIANCE WITH THE SOIL EROSION CONTROL PLAN. 2. CIVIL ENGINEER: HMH ENGINEERS 1570 OAKLAND ROAD, SUITE 200 SAN JOSE, CA 95131 ATTN: STEPHAN KUEHN (408) 487-2200 3. THIS PLAN IS INTENDED TO BE USED FOR INTERIM EROSION AND SEDIMENT CONTROL ONLY AND IS NOT TO BE USED FOR FINAL ELEVATIONS OR PERMANENT IMPROVEMENTS. 4. DEVELOPER WILL SUBMIT TO THE CITY MONTHLY (AT THE FIRST OF EACH MONTH BETWEEN OCT 1ST AND APRIL 30TH) CERTIFICATIONS THAT ALL EROSION/SEDIMENT MEASURES IDENTIFIED ON THE APPROVED EROSION CONTROL PLAN ARE IN PLACE. IF MEASURES ARE NOT IN PLACE, DEVELOPER SHALL PROVIDE THE CITY WITH A WRITTEN EXPLANATION OF WHY THE MEASURE IS NOT IN PLACE AND WHAT WILL BE DONE TO REMEDY THIS SITUATION. 5. OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING EROSION AND SEDIMENT CONTROL MEASURES PRIOR, DURING, AND AFTER STORM EVENTS. 6. REASONABLE CARE SHALL BE TAKEN WHEN HAULING ANY EARTH, SAND, GRAVEL, STONE, DEBRIS, PAPER OR ANY OTHER SUBSTANCE OVER ANY PUBLIC STREET, ALLEY OR OTHER PUBLIC PLACE. SHOULD ANY BLOW, SPILL, OR TRACK OVER AND UPON SAID PUBLIC OR ADJACENT PRIVATE PROPERTY, IMMEDIATE REMEDY SHALL OCCUR. 7. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 8. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM, INCLUDING EXISTING DRAINAGE SWALES AND WATER COURSES. 11. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION WILL BE MINIMIZED. STATE AND LOCAL LAWS CONCERNING POLLUTION ABATEMENT SHALL BE COMPLIED WITH. 12. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED BY THE APPROPRIATE FEDERAL, STATE AND LOCAL AGENCY REQUIREMENTS. LEGEND FIELD INLET SEDIMENT BARRIER FIBER ROLL STABILIZED CONSTRUCTION ENTRANCE SEE SHEET C5.1 EXISTING CONTOUR TO REMAIN PROPOSED CONTOUR 9292 365 370 375 380 375 380 385 345 350 355 350 350 355 360 365 370 375 380 350 350 350 355 360 365 370 370 365375 375 375 375 380 380 380 380 380 380 375 375 375 370370365365355 360 380 380 380385 385 385 390 390 390 395 395 395 400 400 400 400 400 395 395 395 395 370 370 370 370 365 365 365 365 360 360 360 360 355 355 355 350 345 330 350 355 360 365 370 305 310 380375370365360355350350345 350 355 345 34033536069 6711 181017161514131289OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 10' SEWER EASEMENT 40' ROAD EASEMENT C5.2 FIBER ROLLS (TYP.)SE-5 C5.2LA RINCONADA DRIVEZENA WAY LA RINCONADA DRIVE APPROXIMATE CONSTRUCTION STAGING AREAS DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504EC.DWG454504EC.DWG C5.1 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/1/2025 3:56 PMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS INTERIM EROSION CONTROL MEASURES TU AS SHOWN TU 1 INCH = 150 FEET 0 75 150 300 LEGEND FIELD INLET SEDIMENT BARRIER FIBER ROLL STABILIZED CONSTRUCTION ENTRANCE SEE SHEET C5.0 EXISTING CONTOUR TO REMAIN PROPOSED CONTOUR 9292 DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504EC.DWG454504EC.DWG C5.2 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/1/2025 3:56 PMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS INTERIM EROSION CONTROL MEASURES TU AS SHOWN TU N.T.S. ENCROACHMENT DETAIL N.T.S. FIBER ROLL INSTALLATION 3/4" x 3/4" WOOD STAKES MAX4" SPACING 4" MAX 12" MIN 2" MIN FIBER ROLL 8" MIN 4' MAX 4' MAX 4' MAX 4' MAX VERTICAL SPACING MEASURED ALONGTHE FACE OF THE SLOPE VARIESBETWEEN 10' AND 20' NOTE:INSTALL FIBER ROLL ALONG A LEVELCONTOUR FIBER ROLLS INSTALL FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE NOTE:SIZE SPILLWAY TO CONVEY PEAKDESIGN FLOW TYPICAL OPEN SPILLWAY EARTH EMBANKMENT OUTLET PROTECTION EXCAVATE IF NECESSARY FORSTORAGE OUTLET PIPE OR USE ALTERNATIVEOPEN SPILLWAY FLOW WATERTIGHT CONNECTION PERFORATE RISER ALL SLOPE 1:3 (V:H) OR FLATTER 12" MIN 5'-0" MIN TYPICAL SLOPE SOIL STABILIZATION N.T.S. SE-5 FIBER ROLLSN.T.S. SE-3 SEDIMENT TRAP -12" MIN. UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER CORRUGATED STEEL PANELS FILTER FABRIC ORIGINAL GRADE CRUSHED AGGREGATE GREATER THAT 3" BUT SMALLER THAN 6" SECTION A-A FILTER FABRIC ORIGINAL GRADE CRUSHED AGGREGATE GREATER THAT 3" BUTSMALLER THAN 6" -12" MIN. UNLESSOTHERWISE SPECIFIED BY SOILS ENGINEER SECTION B-B N.T.S. N.T.S. NOTE:MANY DESIGNS CAN BE FIELD FABRICATED, ORFABRICATED UNITS MAY BE USED TC-3 ENTRANCE / OUTLET TIRE WASH N.T.S. PAVED R O A D W A Y MATCH EXISTING GRADE WASH ROCK B A A B WATER SUPPLY &HOSE CRUSHED AGGREGATE GREATER THAT 3" BUTSMALLER THAN 6" 50' MIN. OR FOUR TIMES THE CIRCUMFERENCEOF THE LARGEST CONSTRUCTIONVEHICLE TIRE, WHICHEVER ISGREATER 10' MIN OR AS REQUIRED TOACCOMMODATEANTICIPATEDTRAFFIC, WHICHEVER B B SECTION B-B EXISTING PAVED ROADWAYDITCHFILTER FABRIC -12" MIN. UNLESS OTHERWISE SPECIFIEDBY SOILS ENGINEER R=20' MIN.ORIGINAL GRADE TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT N.T.S. N.T.S. MATCH EXISTING GRADE IS GREATER. 24' MIN. NOTE:CONSTRUCT SEDIMENT BARRIERAND CHANNELIZE RUNOFF TOSEDIMENT TRAPPING DEVICE -12" MIN. UNLESS OTHERWISE SPECIFIEDBY SOILS ENGINEER CORRUGATED STEEL PANELS FILTER FABRIC ORIGINAL GRADE CRUSHED AGGREGATE GREATER THAT 3" BUT SMALLER THAN 6" SECTION A-A N.T.S. CORRUGATED STEEL PANELS SEDIMENT TRAPPINGDEVICE AA SE-10 STORM DRAIN INLET PROTECTION - TYPE 1 N.T.S. NOTES: 1. FOR USE IN AREAS WHERE GRADING HAS BEEN COMPLETED AND FINAL SOIL STABILIZATION AND SEEDING ARE PENDING SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OFTRAP 2. NOT APPLICABLE IN PAVED AREAS 3. NOT APPLICABLE WITH CONCENTRATED FLOWS SHEET FLOWLESS THAN 1 ACRE SHEET F L O W SHE E T F L O W 6' MIN OVERLAP AT ENDS OF SILT FENCE A A GEOTEXTILE BLANKET SILT FENCE PER SE-01 PLAN SECTION A-A DRAIN INLET GEOTEXTILE BLANKET 24" +/- SE-10 STORM DRAIN INLET PROTECTION - TYPE 2 N.T.S. NOTES: 1. FOR USE IN CLEARED AND GRUBBED AND IN GRADED 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 FLOW EDGE OF SEDIMENT TRAP A A DRAIN INLET GEOTEXTILE BLANKET SILT FENCE PER SE-01 ROCK FILTER (USE IF FLOW ISCONCENTRATED) SHEET FLOW SHEET F L O W SHE E T F L O W PLAN 12"-24" MAX 4' STABILIZE AREA AND GRADE UNIFORMLY AROUND PERIMETER SECTION A-ANOTE:REMOVE SEDIMENT BEFOREREACHING ONE-THIRD FULL 1:1 SLOPE 1:1 SLOPE 9292 RED CURB W/ WHITE LETTERING "FIRE LANE"EVERY 30' (TYP) EX ENTRY ROAD 54' RELOCATED PRIVATE FIRE HYDRANTFROMTO1 2 . 4% 6.3%22' NEWENTRY ROADR = 52' EX MECHANICAL ENTRY GATE WITH KNOX SWITCH AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT AREA NOT PARTOF PROJECT 60' SCVWD EASEMENT 10' SEWER EASEMENT 40.26' PUBLIC STREET EASEMENT 40' ROAD EASEMENT AREA NOT PARTOF PROJECT 12.4% 6.3%22' NEWENTRY ROAD EX HYDRANT TOREMAIN (587± LF)RELOCATEDHYDRANT (627± LF) EX HYDRANT TO BERELOCATED (591± LF) FURTHEST POOLSTRUCTURE HYDRANT TRAVELDISTANCE CONT135C-ROAD-CURB-FACE-E C-DRIV-CNTR-E 142 CL1 C-ROAD-LIPG-E 142 CONT FACE OF CURB EXISTINGLIP OF GUTTER EXISTING C-DRIV-E 142 CONT DRIVEWAY CENTERLINE EXISTINGDRIVEWAY EXISTING EXISTING SURFACE IMPROVEMENT LAYOUTLAYER NAME COLOR LINETYPE SAMPLE DESCRIPTION C-SWLK-E 135 CONT SIDEWALK EXISTINGC-SWLK-WCHR-E 142 CONT WHEELCHAIR RAMP EXISTINGC-ROAD-MONU-E CONTWHITE MONUMENT EXISTING DRIVEWAY EXISTING C-STRM-SWAL-CONC-E WHITE SWALE JDITCH OR CONCRETE SWALE EXISTING8SWALEJDITCH OR CONCRETE SWALE DEMOLISHC-STRM-SWAL-CONC-D C-PRKG-STRP-E 127 CONT PARKING STRIPING EXISTING C-ROAD-VALL-GUTT-E 142 CONT VALLEY GUTTER EXISTINGC-ROAD-STRP-E 127 CONT ROAD STRIPING EXISTING C-SITE-SIGN-E CONTWHITE SIGN EXISTING C-DRIV-D 8 SHORT DRIVEWAY DEMOLISHC-DRIV-CNTR-D 8 CL1 DRIVEWAY CENTERLINE DEMOLISHC-PRKG-STRP-D 8 SHORT PARKING STRIPING DEMOLISHSHORT8C-ROAD-CURB-FACE-D FACE OF CURB DEMOLISHC-ROAD-LIPG-D 8 SHORT LIP OF GUTTER DEMOLISHC-ROAD-STRP-D 8 SHORT ROAD STRIPING DEMOLISHC-ROAD-VALL-GUTT-D 8 SHORT VALLEY GUTTER DEMOLISH C-SWLK-D 8 SHORT SIDEWALK DEMOLISHC-SWLK-WCHR-D 8 SHORT WHEELCHAIR RAMP DEMOLISH C-TREE-E CONT8 TREE EXISTING COMMENTS ALWAYS DRAW TO SCALE WITH THIS LAYER COMBOALWAYS DRAW TO SCALE WITH THIS LAYER COMBO SEE SAMPLE BELOW ON HOW TO DRAFTSEE SAMPLE BELOW ON HOW TO DRAFT SEE SAMPLE BELOW ON HOW TO DRAFTSEE SAMPLE BELOW ON HOW TO DRAFT ADA RAMP EXISTING C-TREE-SANJ-E CONT8 STREET TREE EXISTING MUST USE FOR CITY OF SAN JOSE PUBLIC IP ONLY, IF LA DRAFTS IT MUST APPEAR LIKE THIS FOR PW APPROVALC-TREE-D SHORT8 TREE DEMOLISH C-TREE-SANJ-D SHORT8 STREET TREE DEMOLISH MUST USE FOR CITY OF SAN JOSE PUBLIC IP ONLY, IF LA DRAFTS IT MUST APPEAR LIKE THIS FOR PW APPROVAL PLEASE NOTE NEW BLOCK WITH GRIPS TO ADJUST DIAMETER AND DRIPLINE C-SITE-FENC-E 62 FENCE EXISTING SITE FENCE C-TREE-WELL-E CONT8 STREET TREE WELL EXISTING EX HYDRANT TO REMAIN (587± LF)RELOCATEDHYDRANT (627± LF) EX HYDRANT TO BE RELOCATED (591± LF) FURTHEST POOL STRUCTURE HYDRANT TRAVELDISTANCE FIRE ACCESS PLAN CM/TU AS SHOWN CM/TU DRAWN BY: PROJECT NO: CAD DWG FILE: CHECKED BY: DESIGNED BY: DATE: SCALE: HMHC DATE DESCRIPTIONNOLA RINCONADA COUNTRY CLUBGOLF COURSE MODERNIZATION PROJECT17400 WEDGEWOOD AVE AND 17445 ZENA AVEARCHITECTURAL AND SITE REVIEWS-25-005S:\PROJECTS\454500\PL\454504 GOLF COURSE\PL\PERMIT- ARCHITECTURAL AND SITE REVIEW\454504FA.DWG454504FA.DWG C6.0 4545.04 JANUARY 17, 2025 80 PLOTTED: 7/1/2025 3:57 PMOF Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand Surveying Stormwater Compliance 1570 Oakland Road (408) 487-2200San Jose, CA 95131 HMHca.com 1 3/28/2025 PER TOWN COMMENTS 2 5/23/2025 PER TOWN COMMENTS 3 7/01/2025 PER TOWN COMMENTS 1 INCH = 20 FEET 4020100 KEYMAP SCALE: 1" = 1000' ENTRY ROAD AREA OF WORK STRIPING NOTES: 1. ALL STRIPING, MARKINGS AND SIGNING INSTALLATION TO BE PERFORMED BY THE CONTRACTOR. (EXCEPT AS NOTED) 2. UNLESS INDICATED OTHERWISE, ALL SIGN TYPES SHOWN ON THIS PLAN ARE PER THE 2014 CALIFORNIA MUTCD. 3. ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS MUST BE REINSTALLED BACK TO ORIGINAL CONFIGURATION UPON PROJECT COMPLETION. FIRE ACCESS NOTES: 1. PRIVATE FIRE HYDRANT TO BE RELOCATED. SEE BELOW FOR LOCATION. PRIVATE FIRE HYDRANT IS A DEFERRAL SUBMITTAL ITEM. 2. PRELIMINARY STREET SECTION FOR ENTRY ROAD IS 3" AC ON 6" AB AND WILL SUPPORT 75,000 LBS. FINAL STREET PAVEMENT DESIGN SHALL BE BASED ON A GEOTECHNICAL REPORT. 3. GATE ALONG ENTRY ROAD IS MANUALLY OPERATED AND SHALL BE SECURED BY A KNOX APPROVED PADLOCK. HYDRANT TRAVEL DISTANCE SCALE: 1" = 60' 9292 REV. 03/28/25REV. 05/23/25REV. 07/01/2501/17/25 REV. 03/28/25REV. 05/23/25REV. 07/01/2501/17/25 REV. 03/28/25REV. 05/23/25REV. 07/01/2501/17/25 REV. 03/28/25REV. 05/23/25REV. 07/01/2501/17/25 REV. 03/28/25REV. 05/23/25REV. 07/01/2501/17/25 REV. 03/28/25REV. 05/23/25REV. 07/01/2501/17/25 REV. 03/28/25REV. 05/23/25REV. 07/01/2501/17/25 REV. 03/28/25REV. 05/23/25REV. 07/01/2501/17/25 REV. 03/28/25REV. 05/23/25REV. 07/01/2501/17/25 AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 40.26' PUBLIC STREET EASEMENT 60' SCVWD EASEMENT 10' SEWER EASEMENT 40' ROAD EASEMENT SHEETS A0-3, AO-5, AO-7, AO-9 SHEETS A0-2, AO-4, AO-6, AO-8 11 18 10 17 16 15 14 13 12 1 2 6 5 4 3 7 8 9 Sheet: AO-1 Scale: 1" = 150' Date: rev 1: 3/28/25 Notes: Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. Prepared For: Designed By:North0 75 150 300 450 OVERALL PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com LTS .667 1/17/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 10' SEWER EASEMENT 40' ROAD EASEMENT 11 18 10 17 16 15 14 13 12 8 9 350 355 360 365370375380375380385 335 340345 350 355350350 355 360 365 37 0 375 380 3503 5 0 350 3 5 5 3 6 0 3 6 5 3 7 0 370 365375375 375 375380 380 380 380 380 375375375370 370365365 355360380 380 380 3 8 5 385 385 390 39039 0 395 395 395 400 4004 00 4 0 0 400 395 395 395 395 370 370 370 3 7 0 365365365 3 6 5 36 0360 360 3 6 0 355 355 35 5 35034 5 330 345350355360365370 300305 310 380 375 370 365 36035535035 0 34 5 33 5 3 2 5 34034 53 5 0 355345340 33 5 360 380 11 18 10 17 16 15 14 13 12 1 2 6 5 4 3 78 9 Sheet: Scale: Date: Notes: Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. Prepared For: Designed By:NorthDEMOLITION PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com REMOVE 7,183 S.F. OF CONCRETE CART PATH 1" = 100' 0 50 100 200 300 UTILITY NOTE ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED ON FILES RECEIVED FROM CLUB. DESIGNER DOES NOT REPRESENT THESE ARE ACCURATE OR COMPLETE. REMOVE 9,068 S.F. OF CONCRETE CART PATH REMOVE 7,928 S.F. OF CONCRETE CART PATH REMOVE 10,551 S.F. OF CONCRETE CART PATH REMOVE 9,919 S.F. OF CONCRETE CART PATH REMOVE 10,317 S.F. OF CONCRETE CART PATH REMOVE 9,386 S.F. OF CONCRETE CART PATH REMOVE 2,317 S.F. OF CONCRETE CART PATH REMOVE 2,846 S.F. OF CONCRETE CART PATH REMOVE 2,859 S.F. OF CONCRETE CART PATH REMOVE 2,119 S.F. OF ASPHALT CART PATH REMOVE 2,676 S.F. OF ASPHALT CART PATH REMOVE 1,285 S.F. OF ASPHALT CART PATH AO-2SEE SHEET A0-3LIMITS OF DISTURBANCE (TYP) EXISTING 5' CONTOUR (TYP) EXISTING 1' CONTOUR (TYP) 1/17/25 LEGEND LIMITS OF DISTURBANCE PROPOSED CONCRETE CART PATH TO BE REMOVED WORK AREA PROPOSED ASPHALT CART PATH TO BE REMOVED EXISTING CART PATH NOTES SEE SHEET AO-11 FOR ADDITIONAL CART PATH INFORMATION. TREE TO BE REMOVED EXISTING TREE CANOPY rev 1: 3/28/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 AREA NOT PART AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 40.26' PUBLIC STREET EASEMENT 60' SCVWD EASEMENT 10' SEWER EASEMENT 11 18 10 1 2 6 5 4 3 7 8 9 275280285290295300305 310 315 320 325 330 335 340 345 350 355 360 365370375380375380385 2 8 0285290295300305310315320 3252 8 5 290 295 300 305 310 315 320 325 330335 340345 350 355350350355 360 365 3 7 0 375 380 3503 5 0 3503 5 5 3 6 0 3 6 5 3 7 0 370 365375375 380 380 380 380 380 375370 365 355330 325 330 335 340 345350355360365370 280285280290295300305 310315320 285290295 300305310 285290295300305310315320325330335280280275275280380 375 370 365 36035535035 0 34 5 33 5 325 34034 5 3 5 0 355345340 33 5 360 270275280380 11 18 10 17 16 15 14 13 12 1 2 6 5 4 3 78 9 Sheet: Scale: Date: Notes: Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. Prepared For: Designed By:NorthDEMOLITION PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com 1" = 100' 0 50 100 200 300 UTILITY NOTE ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED ON FILES RECEIVED FROM CLUB. DESIGNER DOES NOT REPRESENT THESE ARE ACCURATE OR COMPLETE. REMOVE 2,577 S.F. OF CONCRETE CART PATH REMOVE 4,531 S.F. OF ASPHALT CART PATH REMOVE 12,290 S.F. OF CONCRETE CART PATH REMOVE 7,264 S.F. OF CONCRETE CART PATH REMOVE 11,090 S.F. OF CONCRETE CART PATH REMOVE 2,279 S.F. OF CONCRETE CART PATH REMOVE 3,114 S.F. OF CONCRETE CART PATH REMOVE 4,130 S.F. OF CONCRETE CART PATH REMOVE 7,422 S.F. OF CONCRETE CART PATH AO-3SEE SHEET A0-2LIMITS OF DISTURBANCE (TYP) EXISTING 5' CONTOUR (TYP) EXISTING 1' CONTOUR (TYP) 1/17/25 NOTES SEE SHEET AO-11 FOR ADDITIONAL CART PATH INFORMATION. LEGEND LIMITS OF DISTURBANCE PROPOSED CONCRETE CART PATH TO BE REMOVED WORK AREA PROPOSED ASPHALT CART PATH TO BE REMOVED EXISTING CART PATH TREE TO BE REMOVED EXISTING TREE CANOPY rev 1: 3/26/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 10' SEWER EASEMENT 40' ROAD EASEMENT 11 18 10 17 16 15 14 13 12 8 9 381 395 3933 9 0 385 36 1 36 2 37 0371 37 0 375 365 360 365 360 3 5 5 357 361 365 370 380375385380375370 348 347349 395 390 385 365 360 372 373 378 375 370 365 375 376 377 366 365361368367 373 381 378377382 380 38 5 3 8 9 375370 350 355 360 365370375380375380385 335 340345 350 355350350 355 360 365 37 0 375 380 3503 5 0 350 3 5 5 3 6 0 3 6 5 3 7 0 370 365375375 375 375380 380 380 380 380 375375375370 370365365 355360380 380 380 3 8 5 385 385 390 39039 0 395 395 395 400 4004 00 4 0 0 400 395 395 395 395 370 370 370 3 7 0 365365365 3 6 5 36 0360 360 3 6 0 355 355 35 5 35034 5 330 345350355360365370 300305 310 380 375 370 365 36035535035 0 34 5 33 5 3 2 5 34034 53 5 0 355345340 33 5 360 380 36611 18 10 17 16 15 14 13 12 1 2 6 5 4 3 78 9 Sheet: Scale: Date: Notes: Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. Prepared For: Designed By:NorthGRADING PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com 1" = 100' 0 50 100 200 300 AO-4 UTILITY NOTE ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED ON FILES RECEIVED FROM CLUB. DESIGNER DOES NOT REPRESENT THESE ARE ACCURATE OR COMPLETE.SEE SHEET A0-3LEGEND TURF CONVERSION TO NATIVE PLANT MATERIAL PROPOSED GOLF FEATURE - BUNKER PROPOSED GOLF FEATURE - TEE PROPOSED GOLF FEATURE - GREEN PROPOSED GOLF FEATURE - FAIRWAY GRASS PROPOSED GOLF FEATURE - ROUGH GRASS TURF CONVERSION TO MULCH 1/17/25 TURF CONVERSION TO NATIVE GRASS rev 1: 3/28/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 AREA NOT PART AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 40.26' PUBLIC STREET EASEMENT 60' SCVWD EASEMENT 10' SEWER EASEMENT 11 18 10 1 2 6 5 4 3 7 8 9 300 305 380 348 347349 336 335 343 335 33 8 33 0 325 320 315 31 3 3 1 2 3 1 0 3 0 5 300 295 295 310315 3 1 0 305 300290 285 281 2 9 3 295 290 292 292 290 285 2802 8 0 287 286 285 304 305 378 375 370 375 376 377 366 365361368367 373 381 378377382 380 38 5 3 8 9 375370 275280285290295300305 310 315 320 325 330 335 340 345 350 355 360 365370375380375380385 2 8 0285290295300305310315320 3252 8 5 290 295 300 305 310 315 320 325 330335 340345 350 355350350355 360 365 3 7 0 375 380 3503 5 0 3503 5 5 3 6 0 3 6 5 3 7 0 370 365375375 380 380 380 380 380 375370 365 355330 325 330 335 340 345350355360365370 280285280290295300305 310315320 285290295 300305310 285290295300305310315320325330335280280275275280380 375 370 365 36035535035 0 34 5 33 5 325 34034 5 3 5 0 355345340 33 5 360 270275280380 295 3 1 5 3 3 0 36611 18 10 17 16 15 14 13 12 1 2 6 5 4 3 78 9 Sheet: Scale: Date: Notes: Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. Prepared For: Designed By:NorthGRADING PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com 1" = 100' 0 50 100 200 300 La RINCONADA GOLF COURSEMODERNIZATION PROJECTAO-5SEE SHEET A0-21/17/25 LEGEND TURF CONVERSION TO NATIVE PLANT MATERIAL PROPOSED GOLF FEATURE - BUNKER PROPOSED GOLF FEATURE - TEE PROPOSED GOLF FEATURE - GREEN PROPOSED GOLF FEATURE - FAIRWAY GRASS PROPOSED GOLF FEATURE - ROUGH GRASS TURF CONVERSION TO MULCH TURF CONVERSION TO NATIVE GRASS UTILITY NOTE ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED ON FILES RECEIVED FROM CLUB. DESIGNER DOES NOT REPRESENT THESE ARE ACCURATE OR COMPLETE. rev 1: 3/28/25 rev 2: 5/23/25 rev 3: 7/1/25 AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 10' SEWER EASEMENT 40' ROAD EASEMENT 11 18 10 17 16 15 14 13 12 8 9 11 18 10 17 16 15 14 13 12 1 2 6 5 4 3 78 9 Sheet: Scale: 1" = 100' Date: Notes: Prepared For: Designed By:FEATURES PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change.North0 50 100 200 300 NEW TEE (TYP.) NEW CART PATH CONCRETE (TYP.) 10' WIDE (ORANGE DASHED LINE) NEW/REBUILT BUNKER (TYP.) TURF REDUCTION ZONE (TYP.) SEE PLANS BY PINNACLE DESIGN CO. NEW GREEN (TYP.) NEW CART PATH CONCRETE (TYP.) 8' WIDE (BLACK DASHED LINE) NEW FAIRWAY (TYP.) REALIGNED ENTRY ROAD PLANS BY OTHERS PUTTING GREEN LAKE REBUILD SEE PLANS BY OTHERS. LAKE REBUILD & EXPAND SEE PLANS BY OTHERS. MEADOW ZONE (TYP.) AO-6 UTILITY NOTE ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED ON FILES RECEIVED FROM CLUB. DESIGNER DOES NOT REPRESENT THESE ARE ACCURATE OR COMPLETE.SEE SHEET A0-31/17/25 LEGEND TURF CONVERSION TO NATIVE PLANT MATERIAL PROPOSED GOLF FEATURE - BUNKER PROPOSED GOLF FEATURE - TEE PROPOSED GOLF FEATURE - GREEN PROPOSED GOLF FEATURE - FAIRWAY GRASS PROPOSED GOLF FEATURE - ROUGH GRASS TURF CONVERSION TO MULCH TURF CONVERSION TO NATIVE GRASS NEW CART PATH CONCRETE WIDTH VARIES rev 1: 3/28/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 AREA NOT PART AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 40.26' PUBLIC STREET EASEMENT 60' SCVWD EASEMENT 10' SEWER EASEMENT 11 18 10 1 2 6 5 4 3 7 8 9 11 18 10 17 16 15 14 13 12 1 2 6 5 4 3 78 9 Sheet: Scale: 1" = 100' Date: Notes: Prepared For: Designed By:FEATURES PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change.North0 50 100 200 300 NEW TEE (TYP.) NEW CART PATH CONCRETE (TYP.) 10' WIDE (ORANGE DASHED LINE) NEW/REBUILT BUNKER (TYP.) TURF REDUCTION ZONE (TYP.) SEE PLANS BY PINNACLE DESIGN CO. NEW GREEN (TYP.) NEW CART PATH CONCRETE (TYP.) 8' WIDE (BLACK DASHED LINE) NEW FAIRWAY (TYP.) REALIGNED ENTRY ROAD PLANS BY OTHERS PUTTING GREEN LAKE REBUILD & EXPAND SEE PLANS BY OTHERS. MEADOW ZONE (TYP.) AO-7SEE SHEET A0-21/17/25 LEGEND TURF CONVERSION TO NATIVE PLANT MATERIAL PROPOSED GOLF FEATURE - BUNKER PROPOSED GOLF FEATURE - TEE PROPOSED GOLF FEATURE - GREEN PROPOSED GOLF FEATURE - FAIRWAY GRASS PROPOSED GOLF FEATURE - ROUGH GRASS TURF CONVERSION TO MULCH TURF CONVERSION TO NATIVE GRASS UTILITY NOTE ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED ON FILES RECEIVED FROM CLUB. DESIGNER DOES NOT REPRESENT THESE ARE ACCURATE OR COMPLETE. rev 1: 3/28/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 10' SEWER EASEMENT 40' ROAD EASEMENT 11 18 10 17 16 15 14 13 12 8 9 11 18 10 17 16 15 14 13 12 1 2 6 5 4 3 78 9 Sheet: Scale: Date: Notes: Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. Prepared For: Designed By:NorthGRASSING PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com GREENS - SEED BENTGRASS (TYP.) ROUGHS - SEED RYEGRASS (TYP.) FAIRWAYS - SOD BERMUDAGRASS (TYP.) TEES - SOD BERMUDAGRASS (TYP.) 1" = 100' 0 50 100 200 300 BUNKER LIPS - SOD FESCUE (TYP.) MEADOW ZONES - HYDROSEED FESCUE (TYP.) AO-8 UTILITY NOTE ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED ON FILES RECEIVED FROM CLUB. DESIGNER DOES NOT REPRESENT THESE ARE ACCURATE OR COMPLETE.SEE SHEET A0-31/17/25 LEGEND TURF CONVERSION TO NATIVE PLANT MATERIAL PROPOSED GOLF FEATURE - BUNKER PROPOSED GOLF FEATURE - TEE PROPOSED GOLF FEATURE - GREEN PROPOSED GOLF FEATURE - FAIRWAY GRASS PROPOSED GOLF FEATURE - ROUGH GRASS TURF CONVERSION TO MULCH TURF CONVERSION TO NATIVE GRASS rev 1: 3/28/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 AREA NOT PART AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 40.26' PUBLIC STREET EASEMENT 60' SCVWD EASEMENT 10' SEWER EASEMENT 11 18 10 1 2 6 5 4 3 7 8 9 11 18 10 17 16 15 14 13 12 1 2 6 5 4 3 78 9 Sheet: Scale: Date: Notes: Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. Prepared For: Designed By:NorthGRASSING PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com GREENS - SEED BENTGRASS (TYP.) ROUGHS - SEED RYEGRASS (TYP.) 1" = 100' 0 50 100 200 300 BUNKER LIPS - SOD FESCUE (TYP.) FAIRWAYS - SOD BERMUDAGRASS (TYP.) TEES - SOD BERMUDAGRASS (TYP.) MEADOW ZONES - HYDROSEED FESCUE (TYP.) AO-9SEE SHEET A0-21/17/25 LEGEND TURF CONVERSION TO NATIVE PLANT MATERIAL PROPOSED GOLF FEATURE - BUNKER PROPOSED GOLF FEATURE - TEE PROPOSED GOLF FEATURE - GREEN PROPOSED GOLF FEATURE - FAIRWAY GRASS PROPOSED GOLF FEATURE - ROUGH GRASS TURF CONVERSION TO MULCH TURF CONVERSION TO NATIVE GRASS UTILITY NOTE ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED ON FILES RECEIVED FROM CLUB. DESIGNER DOES NOT REPRESENT THESE ARE ACCURATE OR COMPLETE. rev 1: 3/28/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 Sheet: Scale: nts Date: Notes: Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. Prepared For: Designed By:EARTHWORKS EXHIBIT18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com EARTHWORK PLAN STATEMENT THE EARTHWORK QUANTITIES AND COLOR CODED CUT & FILL AREAS SHOWN ON THIS PLAN ARE BASED ON THE EXISTING AND PROPOSED CONTOURING SHOWN ON THE PERMIT DRAWINGS. THIS INFORMATION SHALL BE USED BY THE GOLF COURSE CONTRACTOR TO PLAN THE GRADING OPERATIONS AND OVERALL EXCAVATION & FILL REQUIREMENTS FOR THE PROJECT TO ACHIEVE A BALANCED EARTHWORK OPERATION. THE GOLF COURSE CONTRACTOR SHALL USE THE INFROMATION SHOWN ON THIS SHEET TO ADJUST THE SHOWN PROPOSED CONTOURING, APPROXIMATELY 3 TO 6 INCHES, TO ACHIEVE A BALANCED EARTHWORK OPERATION OF APPROXIMATELY 52,300 CUBIC YARDS CUT AND 52,300 CUBIC YARDS FILL. NO OFF HAUL OR IMPORT OF NATIVE SOIL IS ANTICIPATED FOR THE PROJECT SCOPE. AO-10 1/17/25 rev 1: 3/28/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 40.26' PUBLIC STREET EASEMENT 60' SCVWD EASEMENT 10' SEWER EASEMENT 40' ROAD EASEMENT 11 18 10 17 16 15 14 13 12 1 2 6 5 4 3 7 8 9 Sheet: Scale: 1" = 150' Date: Notes: Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. Prepared For: Designed By:North0 75 150 300 450 CART PATH PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com LTS .667 LEGEND CART PATH REMOVED - CONCRETE CART PATH REMAINS. WIDTHS & MATERIALS VARY. QUANTITIES 123,071 S.F.TOTAL CART PATH REMOVED 103,130 S.F.TOTAL CART PATH INSTALLED AO-11 1/17/25 NEW CONCRETE CART PATH 8' WIDE NEW CONCRETE CART PATH 10' WIDE CART PATH REMOVED - ASPHALT CART PATH TO REMAIN 12' WIDE ASPHALT CART PATH TO REMAIN 8' WIDE CONCRETE CART PATH TO REMAIN 20' WIDE ASPHALT UTILITY NOTE ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED ON FILES RECEIVED FROM CLUB. DESIGNER DOES NOT REPRESENT THESE ARE ACCURATE OR COMPLETE. rev 1: 3/28/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT AREA NOT PART OF PROJECT 40.26' PUBLIC STREET EASEMENT 60' SCVWD EASEMENT 10' SEWER EASEMENT 40' ROAD EASEMENT 11 18 10 17 16 15 14 13 12 1 2 6 5 4 3 7 8 9 Sheet: Scale: 1" = 150' Date: Notes: Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. Prepared For: Designed By:North0 75 150 300 450 IRRIGATION MAINLINE PLAN18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com LTS .667 AO-12 1/17/25 8" IRRIGATION MAINLINE UTILITY NOTE ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED ON FILES RECEIVED FROM CLUB. DESIGNER DOES NOT REPRESENT THESE ARE ACCURATE OR COMPLETE. rev 1: 3/28/25 6" IRRIGATION MAINLINE 10" IRRIGATION MAINLINE IRRIGATION LAKE FILL LINE FROM WELL LEGEND 6" IRRIGATION MAINLINE IRRIGATION LAKE FILL LINE FROM WELL 10" IRRIGATION MAINLINE 8" IRRIGATION MAINLINE La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 TYPICAL TEE SECTION TYPICAL DRAINAGE SYSTEM TEES AND BUNKERS TYPICAL BUNKER DRAINAGE ALL DRAIN PIPE INSIDE OF BUNKER SHALL BE 4" PERFORATED N12 OR EQUIVALENT. ALL DRAIN PIPE OUTSIDE OF BUNKER SHALL BE SOLID N12 CPEP OR EQUIVALENT. TRENCHES SHALL BE 6" WIDE AND 8" DEEP. LINE ALL TRENCHES WITH GRAVEL BEFORE INSTALLING PERFORATED PIPE. BACKFILLED TRENCH TO BE FLUSH WITH SUB-GRADE.777 6 7 5 7 4 73 76 74 73 77 76 7578 73 75 76 74 TYPICAL CATCH BASIN ROUGH GRADING TYPICAL CATCH BASIN SEED BED PREP Sheet: Scale: NTS Date: Notes: Prepared For: Designed By:CONSTRUCTION DETAILSTYPICAL BUNKER SECTION DIRECTION OF PLAY 18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com 4" CPEP OUTFALL GRAVEL FILLED TRENCHES WITH 4" PERFORATED N12 4" SOLID CPEP TURN UP AND CAP FOR FLUSHOUT MARK WITH 2 WRAPS OF TRACE WIRE 4" PERFORATED CPEP N12 OR EQUIVALENT 4" WYE 4" END CAP SOD FOR TYPE AND PLANTING METHOD SEE SPECIFICATIONS SOD TEE SURROUNDS 3:1 SLOPE MAXIMUM COMPACTED SUB-GRADE FINISHED GRADE 1% SLOPE LASER VERIFIED FOR TYPE AND DEPTH OF TEE MIX SEE SPECIFICATION SOD BUNKER COMPLEX COMPACTED SUB-GRADE DEPTH OF TOPSOIL @ LIP CAN VARY DUE TO DESIRED IRREGULAR LIP HEIGHT (TO BE DETERMINED IN FIELD) 6" LOOSE SAND AT INSTALLATION (4" COMPACTED) 2% MIN SLOPE AT BOTTOM OF SUB-GRADE TO DRAIN LINE BACKFILL TRENCH WITH GRAVEL 4" PERFORATED CPEP N12 OR EQUIVALENT TOPSOIL EXTEND RISER 2'-4' ABOVE GRADE BACKFILL WITH APPROVED GRAVEL COMPACTED SUB-GRADE DOUBLE WALL CPEP (SIZE VARIES) 12" END CAP AND/OR SET RISER IN CONCRETE TO SEAL PILE GRAVEL AROUND RISER UNTIL READY FOR GRASSING 12" PERFORATED N12 OR EQUIVALENT TO A MIN. DEPTH OF 2' 12" NON-PERFORATED N12 OR EQUIVALENT DRILL HOLE TO MATCH PIPE SIZE. SEAL WITH 'GREAT STUFF' EXPANDING FOAM OR EQUIVALENT REMOVE EXCESS GRAVEL, FINISH GRADE TO DRAIN, CUT RISER AND INSTALL CAST IRON GRATE. SOD "2 RINGS" WIDE AROUND ALL BASINS COMPACTED SUB-GRADE SUB GRADE SLOPE 1% TO MATCH SLOPE OF TEE TOP SEE SPECIFICATIONS FOR BUNKER LINER DETAILS. Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. AO-13 1/17/25 rev 1: 3/28/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 6"15.0' MAX 8"TYPICAL DRAINAGE LAYOUT TYPICAL FINISHED GREEN TYPICAL GREEN CAVITY12-16"12"4"TYPICAL CLEAN-OUT DETAIL TYPICAL GREEN DRAIN CONNECTION Sheet: Scale: NTS Date: Notes: Prepared For: Designed By:CONSTRUCTION DETAILS18022 Cowan, Suite 200 Irvine,California 92614 USA p:(949) 476-6878 f:(949) 476-6875 www.originsgolfdesign.com TYPICAL DRY SUMP PLACE IN OUT OF PLAY AREAS WHEN POSSIBLE 6'-0"6'-0"4" CARRY OFF DRAINAGE FROM GOLF FEATURE COMPACTED SUB-GRADE SOD "2 RINGS" WIDE AROUND BASIN 12" DIAMETER CAST IRON GRATE SET ON TOP OF PIPE 2" NATIVE SOIL OVER GRAVEL 12" PERFORATED RISER BACKFILL WITH APPROVED GRAVEL 12" END CAP DRILL HOLE TO MATCH PIPE SIZE SEAL WITH 'GREAT STUFF' EXPANDING FOAM OR EQUILAVENT FINISHED GRADE COMPACTED SUB-GRADE FINISHED GRADE COMPACTED SUB-GRADE DRAINAGE TRENCH COMPACTED SUB-GRADE 4" GRAVEL BLANKET 4" PERFORATED DRAIN PIPE N-12 OR EQUAL GREENS MIX COMPACTED TO 12" GREENS MIX 30 MIL PVC GREEN LINER FINISHED GRADE CAP AT FINISHED GRADE WITH TORO 850-00 VALVE COVER OR EQUAL 4" SOLID CPEP DOUBLE WALL 4" 45° 4" SOLID CPEP DOUBLE WALLCOMPACTED SUB-GRADE 4" GRAVEL BLANKET GRAVEL FILLED TRENCH 4" PERFORATED CPEP N-12 OR EQUAL FINISHED GRADE GREENS MIX 30 MIL PVC GREEN LINER 4" GRAVEL BLANKET GRAVEL FILLED TRENCH 4" PERFORATED CPEP N-12 OR EQUAL 4" 45° COMPACTED SUB-GRADE 4" WYE 4" ELBOW 4" SOLID CPEP DOUBLE WALL CARRY-OFF LINE 4" TEE FOR "SMILE" DRAIN Copyright 2025. Todd Eckenrode - Origins Golf Design expressly reserves the common law and statutory copyright and other property rights in these plans. These plans are not to be used, reproduced, changed or copied in any form or manner whatsoever, nor may they be assigned to any third party, without first obtaining the express, written consent and permission of Todd Eckenrode - Origins Golf Design. These drawings as prepared by the Golf Course Architect are the Instruments of Service for use solely with respect to this project. The Golf Course Architect shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. No other right to use Instruments of Service shall be deemed granted or implied. The Owner, his partners, heirs, successors or assigns shall not use the Instruments of Service unless the Owner obtains the prior written Agreement of the Golf Course Architect to do so specifically. Any unauthorized use of the Instrument of Service shall be at the Owner's sole risk. The Golf Course Architect shall not be liable for, or responsible for any such un-approved use or change. AO-14 rev 1: 3/28/25La RINCONADA GOLF COURSEMODERNIZATION PROJECTrev 2: 5/23/25 rev 3: 7/1/25 1/17/25 EARTH / COMPACTED FILL XY-# 1 A 1/ A101 1 A101 CONCRETE SAND / MORTAR ALUMINUM STEEL FINISH WOOD ROUGH WOOD / CONTINUOUS WOOD BLOCK METAL STUD PLYWOOD BATT INSULATION RIGID INSULATION GYPSUM WALL BOARD SPOT ELEVATIONX' - XX" MATCH LINE CONTROL POINT / DATUM REVISION TAG / CLOUD1 KEY NOTE TAG# FINISH TAG WINDOW TAG1i DOOR TAG EXTERIOR ELEVATION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER A101 1 1 A101 BUILDING SECTION NUMBER SHEET NUMBER 1 A101 WALL SECTION NUMBER SHEET NUMBER INTERIOR ELEVATION NUMBER SHEET NUMBER ROOM NAME ROOM NUMBER Room name 101 DIMENSION TO FACE OF STRUCTURE DIMENSION TO CENTERLINE DIMENSION TO FACE OF FINISH PROPERTY LINE COLUMN REFERENCE GRIDS CLEARVIEW DR WI MBLEDON DRWINCHESTER BLVDHWY 17H WY 280 AREA OF WORK IFPC ISSUED FOR PLAN CHECK IFRS ISSUED FOR RESUBMITTAL □SUBMITTED WITHOUT REVISION ■SUBMITTED WITH REVISION NOT SUBMITTED / REMOVED FROM SET ABBREVIATIONS SYMBOL LEGEND & AND (E) EXISTING (N) NEW (P) PROPOSED @ AT A/C AIR CONDITIONING AC ASPHALTIC CONCRETE ACOUST ACOUSTICAL ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECT / ARCHITECTURAL B.O. BOTTOM OF B/W BETWEEN BD BOARD BKG BACKING BLDG BUILDING BLKG BLOCKING BOT BOTTOM CAB CABINET CEM CEMENT CJ CONSTRUCTION JOINT / CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CPT CARPET CT CERAMIC TILE CTR CENTER DBL DOUBLE DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT DSP DRY STAND PIPE DTL DETAIL DWG DRAWING EA EACH EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FIN FINISH FL FLOOR FOC FACE OF CONCRETE FOF FACE OF FINISH FR FRAME FRP FIBERGLASS REINFORCED PANEL FSD FIRE SEPERATION DISTANCE FT FOOT OR FEET FTG FOOTING FURR FURRING GA GAUGE GALV GALVANIZED GL GLASS GR GRADE GSM GALVANIZED SHEET MTL. GYP GYPSUM HB HOSE BIBB HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING & AIR CONDITIONING IFHPC ISSUE FOR HEALTH PLAN CHECK IFPC ISSUE FOR PLAN CHECK IFPPC ISSUE FOR PLANNING PLAN CHECK IN INCH OR INCHES INCL INCLUDE INSUL INSULATION INT INTERIOR INV INVERT CLIENT:LA RINCONADA COUNTRY CLUB 14595 CLEARVIEW DR LOS GATOS, CA 95032 ANDY KIMBALL E: akimball@larinconadacc.com ARCHITECT:E2 ARCHITECTURE 307 ORCHARD CITY DRIVE, STE. 350 CAMPBELL, CA 95008 JEFFREY EATON, AIA P: (408) 691-8998 E: jeffrey@e2astudio.com VICINITY MAP SHEET NUMBER SHEET NAME IFPC_S1GENERAL INFORMATION PA0.0 GENERAL INFORMATION PA0.3 BLUEPRINT FOR A CLEAN BAY ARCHITECTURAL PA1.0 OVERALL & ENLARGED PROPOSED SITE PLAN PA2.3 PROPOSED FLOOR PLAN PA2.4 PROPOSED DIMENSIONED FLOOR PLAN & WALL TYPES PA2.6 PROPOSED ROOF PLAN PA3.1 PROPOSED EXTERIOR ELEVATIONS PA4.1 PROPOSED FF&E FLOOR PLAN & ELEVATIONS PA6.1 PROPOSED REFLECTED CEILING PLAN JAN JANITOR JT JOINT LAB LABORATORY LAM LAMINATE LAV LAVATORY LB POUND LF LINEAR FEET LG LARGE LT LIGHT M.R. MOISTURE RESISTANT MAT MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED MTL METAL MUL MULLION N.I.C. NOT IN CONTRACT NO. NUMBER NOM NOMINAL NS NO SCALE NTS NOT TO SCALE O/ OVER O/A OVERALL OC ON CENTER OCC OCCUPANCY OFD OVERFLOW DRAIN OH OPPOSITE HAND OPNG OPENING OPOI OWNER PROVIDED, OWNER INSTALLED P.LAM. PLASTIC LAMINATE PIP POURED IN PLACE PKG PARKING PL PLATE PLAS PLASTER PLYWD PLYWOOD PT POINT RAD RADIUS RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REINF REINFORCED REQ REQUIRED RM ROOM RO ROUGH OPENING RWL RAINWATER LEADER SAN SANITARY SC SOLID CORE SCD SEE CIVIL DRAWINGS SCHED SCHEDULE SEC SECTION SED SEE ELECTRICAL DRAWINGS SHT SHEET SHWR SHOWER SIM SIMILAR SLD SEE LANDSCAPE DRAWINGS SMD SEE MECHANICAL DRAWINGS SOG SLAB ON GRADE SPD SEE PLUMBING DRAWINGS SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL SSD SEE STRUCTURAL DRWAINGS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SWR SEWER SYM SYMMETRICAL SYS SYSTEM T & B TOP & BOTTOM T & G TONGUE & GROOVE T.O. TOP OF TBD TO BE DETERMINED TEL TELEPHONE TEMP TEMPORARY THK THICK TV TELEVISION TYP TYPICAL U.O.N. UNLESS OTHERWISE NOTED UNF UNFINISHED VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W WIDE W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW WG WIRE GLASS WH WATER HEATER WP WATERPROOF WR WATER RESISTANT WSP WET STAND PIPE WT WEIGHT YD YARD Ø DIAMETER TOWN OF LOS GATOS MUNICIPAL CODE 2022 CBC, CPC, CMC, CEC 2022 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS) 2022 BUILDING ENERGY EFFICIENCY STANDARDS 2022 CALIFORNIA GREEN BUILDING STANDARDS OCCUPANCY: TYPE OF CONSTRUCTION: APN: ZONING: BUILDING AREA: SITE AREA: SPRINKLERED: B ll-B 63.71 ACRE / 2,775,207 SF 445 SF RC -RESOURCE CONSERVATION 40931001 NO ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:7/1/2025 1:43:35 PMPA0.0 GENERAL INFORMATIONLA RINCONADACOMFORT STATION17400 WEDGEWOOD AVE AND 17445 ZENA AVE,LOS GATOS, CA 95032KEVIN BREENMAR. 28, 2025 24072 NS JE LA RINCONADA COMFORT STATION 17400 WEDGEWOOD AVE AND 17445 ZENA AVE, LOS GATOS, CA 95032 PREVAILING CODES SHEET INDEX LEGEND SHEET INDEX LEGEND SCOPE OF WORK GENERAL INFORMATION APPROVAL STAMP PROJECT DIRECTORY Rev. # DescriptionDatePER TOWN COMMENTS05/23/253 PER TOWN COMMENTS07/01/25CONSTRUCTION OF NEW RESTROOMS AT EXISTING SITE. SCOPE OF WORK INCLUDES CONSTRUCTION OF NEW WALLS, FINISHES, LIGHTING, ROOF, AND ASSOCIATED PLUMBING FIXTURES FOR RESTROOM ACCOMMODATIONS. CIVIL ENGINEER: CLIFF BECHTEL AND ASSOCIATES, LLC 1321 254TH PLACE, SE SAMMAMISH, WA 98075 CLIFF BECHTEL P: (650)333-0103 PLANNER:HMH ENGINEERS 1570 OAKLAND ROAD SAN JOSE, CA 95131 STEPHAN KUEHN P: (669)295-2357 ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:7/1/2025 1:43:57 PMPA0.3 BLUEPRINT FOR A CLEAN BAYLA RINCONADACOMFORT STATION17400 WEDGEWOOD AVE AND 17445 ZENA AVE,LOS GATOS, CA 95032KEVIN BREENMAR. 28, 2025 24072 Author CheckerRev. # DescriptionDatePER TOWN COMMENTS05/23/253 PER TOWN COMMENTS07/01/25 PROPERTY LINE PL XX.XX'LENGTH OF PROPERTY LINE EXISTING PARKING LOT ROAD GOLF-CART ROAD EXISTING BUILDING NOT IN SCOPE PL1026.96' PL 70 1.2 6'PL297.16'PL 3 3 9 .6 6 ' PL 2 3 5 .6 8 'PL 907.50' PL 946.44' PL 791.34' PL 191.04' PL 868.56' PL 907.50' PA1.0 2 AREA OF WORK 257' - 0" ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:7/1/2025 1:43:58 PMPA1.0 OVERALL & ENLARGED PROPOSED SITE PLANLA RINCONADACOMFORT STATION17400 WEDGEWOOD AVE AND 17445 ZENA AVE,LOS GATOS, CA 95032KEVIN BREENMAR. 28, 2025 24072 NS JE KEYNOTES LEGEND PLAN NORTH TRUE NORTH 1" = 160'-0"1OVERALL PROPOSED SITE PLAN Rev. # DescriptionDatePER TOWN COMMENTS05/23/253 PER TOWN COMMENTS07/01/251" = 10'-0"2ENLARGED PROPOSED SITE PLAN PA3.1 3 PA3.1 1 BAR 100101 102 100 PA3.1 4 PA3.1 2 1 12/ PA4.13/ PA4.14/ PA4.1 5/ PA4.1 6/ PA4.1 RESTROOM 102 RESTROOM 101 06.02 FF: 0' - 0"FF: 0' - 0" NEW WALL , REFER TO WALL LEGEND TYPE PROPOSED WINDOW WINDOW / STOREFRONT TAG. REFER TO WINDOW SCHEDULE OR STOREFRONT LEGEND 1 PROPOSED DOOR DOOR TAG REFER TO DOOR SCHEDULE101a ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:7/1/2025 1:43:58 PMPA2.3 PROPOSED FLOOR PLANLA RINCONADACOMFORT STATION17400 WEDGEWOOD AVE AND 17445 ZENA AVE,LOS GATOS, CA 95032KEVIN BREENMAR. 28, 2025 24072 NS JE PLAN NOTES 1/2" = 1'-0"1PROPOSED FLOOR PLAN KEYNOTES 06.02 LUMBER PERGOLA ABOVE, SEE ROOF PLAN. LEGEND 1. REFER TO FF&E PLAN FOR EQUIPMENT LAYOUT, DIMENSIONS, ETC. 2. REFER TO INTERIOR ELEVATIONS FOR ADD'L DIMENSIONS DESCRIBING PARTIAL HT WALLS, CASEWORK LAYOUT, SPECIALTY OUTLET LOCATIONS, ETC. 3. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CLG HTS & PLENUM BARRIER LOCATIONS. 4. REFER TO GENERAL INFORMATION AND CONSTROCTION NOTES SHEETS FOR ADD'L NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, & SCHEDULES.Rev. # DescriptionDatePER TOWN COMMENTS05/23/253 PER TOWN COMMENTS07/01/25 WALL TYPE STUD SIZE: 1 - 1 5/8" 2 - 2 1/2" 3 - 3 5/8" 4 - 4" 5 - 5 1/2" 6 - 6" 8 - 8" WALL HEIGHT: F - TO UNDERSIDE OF STRUC. ABOVE B - 6" ABOVE HIGHEST ADJ. CEILING U - UNDER CEILING P - PONY WALL,HT. PER WALL TAG HR. OF FIRE RATED P1-3 H # 36" PONY WALL HEIGHT, T.O.FINISH (WHERE OCCURS) PARTITION WALLS P1: ONE ROW OF STUD W/ ONE LAYER OF TYPE 'X' GYP. BD. EACH SIDE P2: ONE ROW OF STUD W/ ONE LAYER OF WATER-RESISTANT GYP BD. ON WET SIDE AND ONE LAYER OF TYPE 'X' GYP BD. ON DRY SIDE P3: ONE ROW OF STUD W/ ONE LAYER OF WATER-RESISTANT GYP BD. EACH SIDE INTERIOR WALL TYPES: INTERIOR WALL TYPE TAG: INTERIOR WALLS E1: 14" CONC. 3 HR FIRE-RATED WALL E2: 12" CONC. 3 HR FIRE-RATED WALL E3: ONE ROW OF 6" METAL STUD W/ 5/8" DENSE GLASS ON EXT. SIDE E4: ONE ROW OF 6" METAL STUD W/ 5/8" DENSE GLASS ON EXT. SIDE, 2 LAYRES OF 5/8" TYPE "X" GYP. BD. ON INT. SIDE EXTERIOR WALL TYPES: EXTERIOR WALL TYPE TAG: EXTERIOR WALLS E1 48" PONY WALL HEIGHT,T.O. FINISH (WHERE OCCURS) WALL TYPE PA3.1 3 PA3.1 1 PA3.1 4 PA3.1 2 10' - 4"10' - 4" 21' - 2"3' - 6"8' - 9"5' - 7"5' - 7"1' - 4"5' - 7"5' - 7"1' - 4"0' - 2"0' - 2"0' - 2"0' - 2"3' - 6"8' - 9"12' - 3"12' - 3"10' - 7"10' - 7" 1' - 3"3' - 0"1' - 11" 6' - 1"8' - 6"6' - 1" 21' - 2" 2' - 5"3' - 0"0' - 9"TO CENTER OF POST6' - 6"-P3 F6 06.02 NEW WALL , REFER TO WALL LEGEND TYPE LUMBER PERGOLA ABOVE ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:7/1/2025 1:43:59 PMPA2.4 PROPOSED DIMENSIONED FLOOR PLAN & WALL TYPESLA RINCONADACOMFORT STATION17400 WEDGEWOOD AVE AND 17445 ZENA AVE,LOS GATOS, CA 95032KEVIN BREENMAR. 28, 2025 24072 NS JE KEYNOTES 06.02 LUMBER PERGOLA ABOVE, SEE ROOF PLAN. PLAN NOTES LEGEND 1/2" = 1'-0"1PROPOSED DIMENSIONED FLOOR PLAN WALL TYPES 1. REFER TO FF&E PLAN FOR EQUIPMENT LAYOUT, DIMENSIONS, ETC. 2. REFER TO INTERIOR ELEVATIONS FOR ADD'L DIMENSIONS DESCRIBING PARTIAL HT WALLS, CASEWORK LAYOUT, SPECIALTY OUTLET LOCATIONS, ETC. 3. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CLG HTS & PLENUM BARRIER LOCATIONS. 4. REFER TO GENERAL INFORMATION AND CONSTROCTION NOTES SHEETS FOR ADD'L NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, & SCHEDULES.Rev. # DescriptionDatePER TOWN COMMENTS05/23/253 PER TOWN COMMENTS07/01/25 PA3.1 3 PA3.1 1 PA3.1 4 PA3.1 2 4" / 12"4" / 12"7' - 4"7' - 4"23' - 0"4"4"21' - 5"6' - 7"TYP. 1' - 2" 07.01 06.01 07.02 07.02 ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:7/1/2025 1:44:00 PMPA2.6 PROPOSED ROOF PLANLA RINCONADACOMFORT STATION17400 WEDGEWOOD AVE AND 17445 ZENA AVE,LOS GATOS, CA 95032KEVIN BREENMAR. 28, 2025 24072 NS JE 1/2" = 1'-0"1PROPOSED ROOF PLAN 1. REFER TO GENERAL INFORMATION AND CONSTRUCTION NOTES SHEETS FOR ADD'L NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, & SCHEDULE. 2. REFER TO MEP ROOF TOP EQUIPMENT LAYOUT, DIMENSIONS, ETC. PLAN NOTES LEGEND KEYNOTES 06.01 LUMBER PERGOLA 07.01 SPANISH-STYLE TERRACOTTA CLAY TILE ROOFING 07.02 GUTTER AND DOWNSPOUT Rev. # DescriptionDatePER TOWN COMMENTS05/23/253 PER TOWN COMMENTS07/01/25 COLOR: A CEMENT PLASTER MANUFACTURER: COLOR: B STONE VENEER MANUFACTURER: COLOR: C TERRACOTTA TILE ROOF MANUFACTURER: COLOR: D TIMBER TRELLIS MANUFACTURER: GROUND 0' -0" ROOF RIDGE 12' -8" B.O. FASCIA 9' -9" T.O. STONE 2' - 6" T.O. TRELLIS ± 8' - 4"3' - 6"4' - 6"6"2"8' - 0"08.01 05.01 GROUND 0' -0" ROOF RIDGE 12' -8" B.O. FASCIA 9' -9" T.O. STONE 2' - 6" T.O. TRELLIS ± 8' - 4"SCONCE 5' - 6" A.F.F. TYP.05.01 05.01 05.0105.01 GROUND 0' -0" ROOF RIDGE 12' -8" B.O. FASCIA 9' -9" T.O. STONE 2' - 6" T.O. WINDOW 8' - 0" 08.01 05.01 GROUND 0' -0" ROOF RIDGE 12' -8" B.O. FASCIA 9' -9" T.O. STONE 2' - 6" 05.0105.01 ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:7/1/2025 1:44:03 PMPA3.1 PROPOSED EXTERIOR ELEVATIONSLA RINCONADACOMFORT STATION17400 WEDGEWOOD AVE AND 17445 ZENA AVE,LOS GATOS, CA 95032KEVIN BREENMAR. 28, 2025 24072 NS JE MATERIAL LEGENDKEYNOTES 05.01 CUSTOM FABRICATED WROUGHT IRON GRILL 08.01 TEXTURED PRIVACY GLASS Rev. # DescriptionDatePER TOWN COMMENTS05/23/253 PER TOWN COMMENTS07/01/251/2" = 1'-0"3WEST SIDE - EXTERIOR ELEVATION 1/2" = 1'-0"1FRONT - EXTERIOR ELEVATION 1/2" = 1'-0"4EAST SIDE - EXTERIOR ELEVATION 1/2" = 1'-0"2BACK - EXTERIOR ELEVATION CASEWORK, REFER TO FF&E PLAN FINISH TAG, REFER TO FINISH LEGENDXY-# ACCENT WALL FINISH, REFER TO FINISH PLAN ACCESSORIES & PLUMBING TAG, REFER TO ACCESSORIES & PLUMBING SCHEDULE XY-## 1/ A101 ELEVATION MARKER RESTROOM 102 BAR 100 60" MIN.5' - 1"48" MIN. 7' - 1"18" MIN.1' - 6"2/ PA4.13/ PA4.14/ PA4.1 5/ PA4.1 6/ PA4.1 PB-01 18" MIN.1' - 6"RESTROOM 101 PB-03 PB-02 RA-0118" MIN.1' - 6"60" MIN.5' - 1"18" MIN.1' - 6"48" MIN. 7' - 1" PB-03 RA-02 RA-02 RA-01 BA-01BA-01 RA-05 RA-04RA-03PB-01RA-04 RA-03 RA-05 EQEQRA-06RA-06 RA-07 EQEQRA-07 RA-08RA-08 RA-09RA-09 06.02 FF: 0' - 0"FF: 0' - 0" GROUND 0' -0"40" MAX. A.F.F.PAPER DISPENSERS & MIRROR34" MAX. A.F.F.2' - 10"7' - 5"33" - 36" MAX. A.F.F.2' - 10"7"B.O. CEILING SEE RCP GROUND 0' -0"7' - 5"7"B.O. CEILING SEE RCP GROUND 0' -0"7' - 5"4' - 0" MAX. A.F.F.7"B.O. CEILING SEE RCP GROUND 0' -0"2' - 10" MAX. A.F.F.7' - 5"7"B.O. CEILING SEE RCP GROUND 0' -0" BA-01BA-01 B.O. CEILING SEE RCP ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:7/1/2025 1:44:06 PMPA4.1 PROPOSED FF&E FLOOR PLAN & ELEVATIONSLA RINCONADACOMFORT STATION17400 WEDGEWOOD AVE AND 17445 ZENA AVE,LOS GATOS, CA 95032KEVIN BREENMAR. 28, 2025 24072 NS JE LEGENDKEYNOTES 06.02 LUMBER PERGOLA ABOVE, SEE ROOF PLAN. PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION COLOR/FINISH COMMENTS PB-01 ACCESSIBLE FLOOR-MOUNTED WATER CLOSET WHITE SPD. SEE ACCESSIBILITY SHEET FOR ACCESSIBLE REQUIREMENTS. PB-02 ACCESSIBLE FAUCET SPD. SEE ACCESSIBILITY SHEET FOR ACCESSIBLE REQUIREMENTS. PB-03 ACCESSIBLE SINK WHITE SPD. SEE ACCESSIBILITY SHEET FOR ACCESSIBLE REQUIREMENTS. ACCESSORY SCHEDULE TAG DESCRIPTION MANUFACTURER MODEL COLOR/ FINISH COMMENTS BA-01 UNDERCOUNTER REFRIGERATOR FISHER & PAYKEL RS2435V2RT1 RA-01 ACCESSIBLE SOAP DISPENSER KOHLER CO.K-25198-CP RA-02 ACCESSIBLE MIRROR WITH LED BOBRICK B-167 2448 MATTE BLACK REFER TO BUILDING ACCESSIBILITY SHEET FOR ACCESSIBILITY REQUIREMENTS. RA-03 ACCESSIBLE 36" GRAB BAR BOBRICK B-9806-36 MATTE BLACK REFER TO BUILDING ACCESSIBILITY SHEET FOR ACCESSIBILITY REQUIREMENTS. RA-04 ACCESSIBLE 42" GRAB BAR BOBRICK B-9806-42 MATTE BLACK REFER TO BUILDING ACCESSIBILITY SHEET FOR ACCESSIBILITY REQUIREMENTS. RA-05 ACCESSIBLE PAPER TOWEL DISPENSER BOBRICK B-9262.MBLK MATTE BLACK REFER TO BUILDING ACCESSIBILITY SHEET FOR ACCESSIBILITY REQUIREMENTS. RA-06 ACCESSIBLE TOILET PAPER DISPENSER BOBRICK B-540 MATTE BLACK REFER TO BUILDING ACCESSIBILITY SHEET FOR ACCESSIBILITY REQUIREMENTS. RA-07 ACCESSIBLE PAPER TOWEL DISPENSER & TRASH BOBRICK B-38032 MATTE BLACK REFER TO BUILDING ACCESSIBILITY SHEET FOR ACCESSIBILITY REQUIREMENTS. RA-08 ACCESSIBLE COAT HOOK BOBRICK B-9542 MATTE BLACK REFER TO BUILDING ACCESSIBILITY SHEET FOR ACCESSIBILITY REQUIREMENTS. RA-09 ACCESSIBLE TOILET SEAT COVER DISPENSER BOBRICK B-3013 MATTE BLACK REFER TO BUILDING ACCESSIBILITY SHEET FOR ACCESSIBILITY REQUIREMENTS.Rev. # DescriptionDatePER TOWN COMMENTS05/23/253 PER TOWN COMMENTS07/01/251/2" = 1'-0"1PROPOSED FLOOR PLAN 1/2" = 1'-0"2RESTROOM 102 - WEST 1/2" = 1'-0"4RESTROOM 102 - NORTH 1/2" = 1'-0"3RESTROOM 102 - EAST 1/2" = 1'-0"5RESTROOM 102 - SOUTH 1/2" = 1'-0"6BAR 100 - NORTH EQ EQ 2' - 9"4' - 3"2' - 9"2' - 7"EQEQ2' - 7"R1 R1 R1 R1 EQEQ 2' - 7"EQEQ2' - 7"R1 2' - 9"4' - 3"2' - 9" R1 R1 R1 2' - 0"3' - 9"2' - 0"1' - 8"1' - 2"R2 R2 RA-02 RA-02 RESTROOM 102 BAR 100 RESTROOM 101 9' -0" GYP-1 9' -0" GYP-1 9' -0" GYP-1 TAG SYMBOL TYPE NOTES R1 INTERIOR RECESSED DOWNLIGHT GYPSUM BOARD SPOT ELEVATION W/ MATERIAL X' - XX" MATERIAL T WALL MOUNTED EXIT SIGN W/ EMERGENCY LIGHTX1 GYP-1 SED. SEE FINISH LEGEND FOR FINISH R2 EXTERIOR RECESSED DOWNLIGHT SED. RA-02 MIRROR WITH LED PROVIDE ELECTRICAL FOR MIRROR. SED. ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:7/1/2025 1:44:07 PMPA6.1 PROPOSED REFLECTED CEILING PLANLA RINCONADACOMFORT STATION17400 WEDGEWOOD AVE AND 17445 ZENA AVE,LOS GATOS, CA 95032KEVIN BREENMAR. 28, 2025 24072 NS JE 1/2" = 1'-0"1PROPOSED RELECTED CEILING PLAN LEGEND RCP NOTES KEYNOTES 1. REFER TO GENERAL INFORMATION AND CONSTRUCTION NOTES SHEETS FOR ADD'L NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, & SCHEDULES. 2. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CLG HTS & PLENUM BARRIER LOCATIONS. 3. EXISTING SHELL & CORE CONSTRUCTION SHOWN w/ POCHE & OR SCREENED.Rev. # DescriptionDatePER TOWN COMMENTS05/23/253 PER TOWN COMMENTS07/01/25 P 1RW 1DC 1DC 1RW 1RW 1RW 1EU 1RW 1RW 1?? 1ASH1EU 1EU 1EU 1EU 1EU 1RW 1EU 1EU 1EU 1RW 2RW 2EU 1RW 1RW 2AC 3EU 1EU 1EU 1RW 1RW 1RW 1ASH1RW 1?? 1CIP 1RW 1RW 1RW 1LIQ1CIP 1RW 1RW 2RW 2RW 2EU 1RW 2EU 1RW 1RW 3RW 3RW 3RW 1RW 1RW 2C? 2EU 2EU 2RW 2RW 2RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 2RW 2RW 2RW 2RW 2RW 3RW 1RW 1RW 1RW 1B 1B 1RW 3RW 3RW 3ASH 3ASH 3RW 1EU 2RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 2RW 2RW 2RW 2RW 2RW 1?? 1RW 1RW 2RW 2RW 2ASH 2RW 2ASH 1ASH 1RW 2ASH 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 2GP 2P 1RW 2EU 1EU 1EU 1EU 1EU 1EU 1RW 1EU 1EU 1EU 1RW 1RW 1RW 1EU 1EU 1EU 1EU 1EU 1EU 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 3RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 1RW 3RW 2RW 2RW 2RW 1RW 1RW 2RW 2RW 2RW 2?? 2?? 1RW 1RW 2RW 2RW 2RW 1RW 1P 2P 2P 2P 2987356211213141516171018114AREA NOT PARTOF PROJECTAREA NOT PARTOF PROJECTAREA NOT PARTOF PROJECTAREA NOTPART OFPROJECTAREA NOT PARTOF PROJECT60' SCVWD EASEMENT10' SEWEREASEMENT40.26' PUBLIC STREET EASEMENT40' ROAD EASEMENTAREA NOT PARTOF PROJECTAREA NOT PARTOF PROJECTAREA NOT PARTOF PROJECTOWNER:La Rinconada Country ClubINDEX:COVERIRRIGATION PLANSIP-1 THRU IP-5PINNACLE DESIGN COMPANYLA RINCONADA COUNTRY CLUBLANDSCAPE ARCHITECT:KEY MAP:LANDSCAPE CONSTRUCTION DOCUMENTS77935 Calle Tampico, Suite #202La Quinta, CA 92253760-340-4529ORIGINS GOLF DESIGN18022 Cowan StreetSuite 200Irvine, CA 92614GOLF COURSE ARCHITECT:PLANTING DETAILSPLANTING PLANSNTSPP-114595 Clearview DriveLos Gatos, CA 95032PROJECT: SHEET TITLE:COVERSHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKCOVER SHEET DFKAKA241607-01-25PP-2PP-3PP-4PP-5IRRIGATION DETAILSWIN C H E S T E R B L V D VASONA LAKECOUNTY PARKLA RINCONADACOUNTRY CLUBQUITO R O A D QUITO ROADHWY 85HWY 85HWY 1 7 H W Y 1 7 HWY 9HWY 9HWY 1 7 VICINITY MAP:WIN C H E S T E R B L V D IP-6PP-1 THRU PP-5PD-1 THRU PD-2IP-1IP-2IP-3IP-4IP-5La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA 17400 WEDGEWOOD AVE & 17445 ZENA AVE,LOS GATOS, CA 95032TREE PROTECTION & REMOVAL PLANTP-1 THRU TP-6TP-2TP-3TP-1TP-4TP-5TP-6TREE INVENTORY (TREES 360 DEGREES)TI-1 THRU TI-11TREES 360 DEGREESLisa Edwards & Straun EdwardsPO Box 2280Saratoga, CA 95070ARBORIST:77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 WEDGEWOOD AVE.WEDGEWOOD AVE. LOR A D R .17471174811751317515175151752517571176011761117615176711770117889 WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.AREA NOT PARTOF PROJECTXX XX XXXXXXXXXX XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXX X XXXXXXX XX X X X X X X X X X X X X X XXXXXXXXX X X XXX XXXXXXXXXXXXXXXXX XXX XXXXXXXXXXXXXXXXXXXXXX XXX X X XXXXXXXX XXXXXXXXXXXXXXXXXXX87321QL16SS20SS19SS18SS17SS21SS22SS23SS24SS25SS26SSEC47EC48EC50EC49EC51EC82CA53EC54EC78EC76EC77EC75EC74EC72EC83EC84EC85QI87EC306EC305SS301SS52SS302SS303SS304FV300EC88AB89AB90C91C92C94C93C95SS96C102SS97SS98SS99SS100SS101FR103QA104CD105CD106SS107RL79EC80EC81EC67EC63EC64EC66EC65SS62EC61EC60EC69EC58EC57PYC59EC56E55EC70EC71SS108SS162SS161BP160FV159QA158CD157SS156SS155SS154SS153SS152SS151SSQA109QA110QA112ECB113ESS114ESS115ESS116ESS117AM118EC119EN120EN121E122EC123QI124QD125E126E127QD128QD129QD130QD131QD132QD133QD134EC136QA307QA308QA309SS310QA311QA312QD313EC338SS336SS337EC335SS334SS333SS332SS331SS330EG339EC340PCN341SS342SS343SS344SS345AB86EC68EC73EC135E138EC137EC140E111EXISTING CHAINLINK FENCEEXISTING CHAINLINK FENCEEXISTING CHAINLINK FENCEXXQL946Tree varietyInventory tag number -See sheets TI-1 thru Ti-4 forTree InventoryExisting tree location andcanopy size.Proposed tree removalQL946Tree Protection fencing6' Chain Link for trees in areasdeemed to have moderate to highconstruction impact - see arboristreport for more information.Approximate total - 15,000 lfTree removal due to health or hazard(Coded HR on inventory) Shown forreference to Arborist ReportTree Protection fencingOrange Construction Fence for trees inareas deemed to have low to noconstruction impact - see arboristreport for more information.Approximate total - 13,800 lfPROJECT: SHEET TITLE:TP-1SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE PROTECTION & REMOVAL PLAN1 RMKA1" = 50'-0"KA241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA MATCHLINE TP-3MATCHLINE TP-2 La Rinconada Golf Course Modernization Project TREE PROTECTION & REMOVAL PLAN LEGEND77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.452903-28-2025NOTES:1. HOLE NUMBERS REFLECT THE EXISTING GOLF COURSE ROUTING2. SEE TI-1 THRU TI-11 SHEETS FOR TREES 360 DEGREES' TREE INVENTORYDATED JULY 1, 20253. SEE TREES 360 DEGREES' ARBORIST REPORT DATED JULY 1, 2025 (UNDER SEPARATE COVER)FOR MORE INFORMATION WEDGEWOOD AVE.WEDGEWOOD AVE.MULBERRRY DR. MUL B E R R R Y D R .1721117231172511726517211?1731117323173311735114375173911740517415174311747117245CLEARVIEW DR.CLEARVIEW DR.1725917273172871723117301173151732917345173611450114515CLEARVIEW DR.14527CLEARVIEW DR.CLEARVIEW DR.CLEARVIEW DR.CLEARVIEW DR.CLEARVIEW DR.CLEARVIEW DR.CLEARVIEW DR.CLEARVIEW DR.CLEARVIEW DR.CLEARVIEW DR.CLEARVIEW DR.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.AREA NOT PARTOF PROJECTXXXXXXXXXXXXXXXXXX X X X X X X X X XXX X X X X XXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXX1SS15QL16SS24SS25SS26SS32SS31SS29SS28SS27SS30SS34SS33EN35EN36ER38ER41EN37EN40EN39SL42 EC43EC44EC45EC46EC47SS758SS759SS760QL923AD761QA762EC763QA764EC765AD766CA767CA768QA769QA770AD771SS772AD773SS775SS774AD776QA777QA778SS779AB780PH781PH782PH783PH784PH785PH786PH787QA788PH789QA790SS829CA830QA832CA831SS833SS834SS835QA837SS836EC838QI839QA840SS841EC842SS843EC866QL867VARIOUS844-865QI868QL869QA907QD908QD909QA910QA911QSS912QL913QL914FU915QD921QL920QA922QL917QL916QL918QL919AD791PH793AD792AD794PH796PH795PH797PH798PH800AD799QA801PH802QA803QA804QA806QL805QA807QA808QA809QA810QA811QA812QI813QI814AD816AD815AD817AD819CA824AD822PC821CA825QI826QA827AD820AD823QA828AD818AD823VARIOUS870-906QD14EXISTING CHAINLINK FENCEPROJECT: SHEET TITLE:TP-2SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKRMKA1" = 50'-0"KA241607-01-25MATCHLINE TP-1 MATCHLINE TP-3 La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA TREE PROTECTION & REMOVAL PLAN 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529NOTE: HOLE NUMBERS REFLECT THE EXISTING GOLF COURSE LAYOUTNOTES:1. HOLE NUMBERS REFLECT THE EXISTING GOLF COURSE ROUTING2. SEE TI-1 THRU TI-11 SHEETS FOR TREES 360 DEGREES' TREE INVENTORYDATED JULY 1, 20253. SEE TREES 360 DEGREES' ARBORIST REPORT DATED JULY 1, 2025 (UNDER SEPARATE COVER)FOR MORE INFORMATION CLEARVIEW DR.CLEAR V I E W D R .CLEARVIEW DR.1451514541 1452 7 14555 14569 1 4 5 8 3 14599CLEARVIEW DR.CLE AR V I EW D R . CLEAR V I E W D R . CLEARVIEW DR. CLEARV I E W D R . CL E A R V I E W D R .AREA NOT PARTAREA NOT PARTOF PROJECTAREA NOT PARTOF PROJECTX XX X XXXXXXXXXXXXXXXXXXXXXX X XX X X X X X X X X XXX XX XXXXXXX X X X XXXXXXXXXXXXXXXXXXXX XXXXXX XXXXXXXXXXXX X XXXXXXXXXXXXX XXXX X XXX XXXX XXXX X XXXXXXXXXXXX X X XXXX XXXXXX X X XX XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX XX X X X X X X X XX X XX XXXXXX XX X X X X XX X X X X XXX X X XXXX X X X XXX XXXXXXXXXXXXXXXXXXXXX XX X X X X X X XX 964SS1SS2QA3SS4SS5SS6CE7SS9SS8SS10SS291QL11QL12QD13SS17SS293SS292SS290SS289SS288QA287SS286SS285SS284152SS151SS150QA149SS147SS148PC164QD163QD165QD146QD145QD143QD144EC141QD142SS166LSS167FV168SS169SS190SS189SS187SS184SS181SS173SS176SS180SS171SS172SS183SS179SS178SS177SS170SS185SS186QD195QD194QD193QA192FV191SS375QA376SSFV667MG668WR669QA670QA671PH672FU673OE675QA674QD688SS681SS683SS684SS682CA678FU677LJ676OE377OE378OE379OE380OE381OE382OE383OE384LI704LI703LI702LI701LI700LI699LI698LI697LI696LI695LI694LI692LI693FU691FU690FU689PAC713QA714SS715SS716PAC717PAC718PAC719PAC720PAC721PAC722PAC723PAC724PAC725PAC726PAC727OE728PAC729PAC730PAC731PACPAC734PAC735PAC736OE737PK738E739QI740SS294SS297SS295SS296SS298SS299SS361PC362SS360FU359SS265SS266SS267SS268SS269BP270BP271QD273SS363SS364SS366SS367SS368SS369SS370SS371SS373SS372SS374SS274SS275SS276SS277SS278SS279SS280SS281SS283SS282312SS344SS345SS346SS347SS348SS350SS349SS351SS352FU353SS354SS355PCN356SS357SS358SS317SS318SS319SS316SS315SS314SS320SS321QI328SS322SS324SS325SS323SS329QSS912913QL914915920QA922QL917916QL919SS326SS327SS365SS188SS174SS175SS182OE385SS679LJ680SS685WOODLAND AREA OUTSIDE OF PROPOSEDPROJECT BOUNDARIES - EXCLUDED FROMPROJECT SCOPE (~ 120 TREES)E138137E139EC140FU686CA687QD14EXISTING FENCEEXISTING CHAINLINK FENCEPROJECT: SHEET TITLE:TP-3SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKRMKA1" = 50'-0"KA241607-01-25MATCHLINE TP-4 MATCHLINE TP-1La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA TREE PROTECTION & REMOVAL PLAN 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529NOTES:1. HOLE NUMBERS REFLECT THE EXISTING GOLF COURSE ROUTING2. SEE TI-1 THRU TI-11 SHEETS FOR TREES 360 DEGREES' TREE INVENTORYDATED JULY 1, 20253. SEE TREES 360 DEGREES' ARBORIST REPORT DATED JULY 1, 2025 (UNDER SEPARATE COVER)FOR MORE INFORMATION 14811146651468114713147291474514761147771479514801KARL AVEKARL AVENATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RD14701NATALYE RDAREA NOT PARTOF PROJECTX X XXXXXXXXXX XXX X XXX XXXX XX XXXXXXXXXX X XX XXXX XXXXXX X XXXXXXXXXXXXXXX X XXX X XXXXXXXXXXXX XXXX XXX XX XXXXXXX XXX X X XXXXXXX XXXXX X X X XXXX XXXXXX X XXX XXX X XXX X X X XX XXXXXXXXX XX XXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXX XXXX XXX XXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXX X XXXXXX X XXXXX XXXXXXXXXXXXXXXXXXXX XXX XX XXX X XXXXXXXX XXXXXXXXXXX X XXX XXXX XX XX5101811EB200FV199QD198FV197QI196QD195QA406SS407QD408SS409SS413SS414SM411SM412QA410SS415SS416SS417SS419SS418QD401SS402SS405SS404CD403SS420SS421SS422SS423SS424SS425QV426QD427SS606FV397FU396FU398SS399SS638FE639FE640SS641FE642FE643FE645AH644FE646FE647FE648FE650SS649SS651FE652FE654QI655SS653SS656FE657FE658FE659FE660FE661FE662QD400SS560SS562SS561PCN559PCN565SS564SS566SS600SS601SS602QD563SS603SS604SS605SS607SS610SS608SS611SS613SS612SS614SS617SS616SS567SS618SS619PCN595SS596SS597SS598SS599FV395FV394FU392SS375FU393SS390SS389SS388SS387SS386FU391FE663FV664LJ665FE666FV667OE379OE380OE382SS444SS445SS446SS447SS448SS449SS450QD451SS452SS455SS454CL453EC552EC553EC554EC555RL558RL557RL556SS569SS568SS594SS593SS592SSF633SS634SS635QD636SS637MG741MG742MG743LI705LI706LI707LI708LI709LI710LI711PAC712714PAC723PAC724PAC732PAC733SR756SR757LI744LI745LI746LI747BC748BC749SR753SR754SR755SR752SR750SR751SS201SS202SS203SS204SS206SS207QA208FU205QA210QA209SS212SS213QA214QA215SS216SS217SS218SS219SS220SS221SS222SS223SS224SS225SS226SS227SS228SS229SS230SS231QD232QA233LI262QA263QL264SS265EC272SS234SS236SS235SS237SS243SS244SS440FV429FV430CA431SS432CB433SS434SS435SS436SS437SS438SS439SS441SS442SS443SS240SS239SS245LI246248249250251252253254EC428SS241SS242247SS609FV932FV933FV934FV935FV936FV937FV938FV939FV940FV941FV942FV943FV944FV945QD946OE385SS615WOODLAND AREA OUTSIDE OF PROPOSEDPROJECT BOUNDARIES - EXCLUDED FROMPROJECT SCOPE (~ 29 TREES)AREA OUTSIDE OF PROPOSED PROJECTBOUNDARIES - EXCLUDED FROMPROJECT SCOPE (80 - 100 TREESS)CA687261260259258257256255LILILILILILILILILILILILILILILISS238EXISTING CHAINLINK FENCEEXISTING FENCEEXISTING FENCEEXISTING FENCEPROJECT: SHEET TITLE:TP-4SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKRMKANOT TO SCALE - THIS SHEET ONLYKA241607-01-25MATCHLINE TP-5 MATCHLINE TP-3La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA TREE PROTECTION & REMOVAL PLAN 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529NOTES:1. HOLE NUMBERS REFLECT THE EXISTING GOLF COURSE ROUTING2. SEE TI-1 THRU TI-11 SHEETS FOR TREES 360 DEGREES' TREE INVENTORYDATED JULY 1, 20253. SEE TREES 360 DEGREES' ARBORIST REPORT DATED JULY 1, 2025 (UNDER SEPARATE COVER)FOR MORE INFORMATION 14825148551488514931149611497117 3 5 0 NATALYE RDNATALYE RDFAIRWAY CIR.14980KARL AVE14960KARL AVE14908KARL AVE14833KARL AVENATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDX X XX XXX X XXXXXXX XXX XXXX X XXXXXXXXX XX XXXX XX X XXXXXXXX XXXX X XXXXXXXXXX X XX X XXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXX XXXX X X X XXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX12 151617EC474EC475EC476EC477E478E479QA473QL472EC480EC481CD482SS528SS527SS526SS525EC518LI519SS520SS521SS522SS523OE524SS529SS530EC531EC532EC533EC534EC535EC536EC537EC538EC539EC540EC541SS456EC457EC458EC459EC460EC461SS465EC466QD471EC468EC469EC467EC464EC470SS542SS543EC544EC545EC546EC547EC548EC549EC550EC551552557RL556569SS591SS590SS588SS589SS587SS586SS583SS584PCN585PCN627SS628SS629PCN630SS631SS632F633F620OE621OE622OE623QA624QA625QA626SS579SS578SS577SS576SS575SS573SS574SS571SS572SS570SS580SS581SS582SS924EC463EC462EXISTING FENCEEXISTING FENCEEXISTING FENCEEXISTING FENCEEXISTING FENCEEXISTING FENCEEXISTING FENCEPROJECT: SHEET TITLE:TP-5SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKRMKA1" = 50'-0"KA241607-01-25 MATCHLINE TP-4MATCHLINE TP-6La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA TREE PROTECTION & REMOVAL PLAN 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529NOTES:1. HOLE NUMBERS REFLECT THE EXISTING GOLF COURSE ROUTING2. SEE TI-1 THRU TI-11 SHEETS FOR TREES 360 DEGREES' TREE INVENTORYDATED JULY 1, 20253. SEE TREES 360 DEGREES' ARBORIST REPORT DATED JULY 1, 2025 (UNDER SEPARATE COVER)FOR MORE INFORMATION 1 7 3 9 9 1 7 4 0 5 1 7 4 2 3 1 7 4 4 5 ZENA A VE ZENA A VE Z E N A A V EEATON LN1753917551175731760517605FAIRWAY CIR.17635FAIRWAY CIR.Z EN A A V E Z EN A A V EAREA NOT PARTOF PROJECTX X X X X XXXXX X X X X XXXXXX X X X X X X XXXXXX X X XXXXXX XXX XXXXXX X XXXXXXXXXXXXXXXXXXX X XXXX XXX XX1314E479SS483EC484RL487FU486FV485EV497EV496EC495SS494SS493FU488SS489FV490PSS491CA492SS498SS499SS500SS501SS502SS503SS504SS505SS506SS507SS508OE509OE512OE511OE510QA513QA514QA515EC516EC517518EC535EC925EP926EC927EC928EC929SS930EC931EXISTING FENCEEXISTING FENCE Sec. 29.10.1005. - Protection of trees during construction.(a) Protective tree fencing shall specify the following:(1) Size and materials. Six (6) foot high chain link fencing, mounted on two-inch diameter galvanized iron posts, shallbe driven into the ground to a depth of at least two (2) feet at no more than ten-foot spacing. For paving area that willnot be demolished and when stipulated in a tree preservation plan, posts may be supported by a concrete base.(2) Area type to be fenced. Type I: Enclosure with chain link fencing of either the entire dripline area or at the treeprotection zone (TPZ), when specified by a certified or consulting arborist. Type II: Enclosure for street trees located in aplanter strip: chain link fence around the entire planter strip to the outer branches.(3) Duration of Type I, II, III fencing. Fencing shall be erected before demolition, grading or construction permits areissued and remain in place until the work is completed. Contractor shall first obtain the approval of the project arboriston record prior to removing a tree protection fence.(4) Warning sign. Each tree fence shall have prominently displayed an eight and one-half-inch by eleven-inch signstating: "Warning—Tree Protection Zone—This fence shall not be removed and is subject to penalty according to TownCode 29.10.1025."(b) All persons, shall comply with the following precautions:(1) Prior to the commencement of construction, install the fence at the dripline, or tree protection zone (TPZ) whenspecified in an approved arborist report, around any tree and/or vegetation to be retained which could be affected bythe construction and prohibit any storage of construction materials or other materials, equipment cleaning, or parkingof vehicles within the TPZ. The dripline shall not be altered in any way so as to increase the encroachment of theconstruction.(2) Prohibit all construction activities within the TPZ, including but not limited to: excavation, grading, drainage andleveling within the dripline of the tree unless approved by the Director.(3) Prohibit disposal or depositing of oil, gasoline, chemicals or other harmful materials within the dripline of or indrainage channels, swales or areas that may lead to the dripline of a protected tree.(4) Prohibit the attachment of wires, signs or ropes to any protected tree.(5) Design utility services and irrigation lines to be located outside of the dripline when feasible.(6) Retain the services of a certified or consulting arborist who shall serve as the project arborist for periodic monitoringof the project site and the health of those trees to be preserved. The project arborist shall be present wheneveractivities occur which may pose a potential threat to the health of the trees to be preserved and shall document all sitevisits.(7) The Director and project arborist shall be notified of any damage that occurs to a protected tree during constructionso that proper treatment may be administered.(Ord. No. 2240, § I(Exh. B), 6-2-15)PROJECT: SHEET TITLE:TP-6SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKRMKA1" = 50'-0"KA241607-01-25 MATCHLINE TP-5La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA TREE PROTECTION & REMOVAL PLAN 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 TOWN OF LOS GATOS TREE PROTECTION ORDINANCENOTES:1. HOLE NUMBERS REFLECT THE EXISTING GOLF COURSE ROUTING2. SEE TI-1 THRU TI-11 SHEETS FOR TREES 360 DEGREES' TREE INVENTORYDATED JULY 1, 20253. SEE TREES 360 DEGREES' ARBORIST REPORT DATED JULY 1, 2025 (UNDER SEPARATE COVER)FOR MORE INFORMATION PROJECT: SHEET TITLE:TI-1SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 PROJECT: SHEET TITLE:TI-2SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 PROJECT: SHEET TITLE:TI-3SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-17-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 PROJECT: SHEET TITLE:TI-4SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 PROJECT: SHEET TITLE:TI-5SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 PROJECT: SHEET TITLE:TI-6SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-17-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529LargeProtected PROJECT: SHEET TITLE:TI-7SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 PROJECT: SHEET TITLE:TI-8SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 PROJECT: SHEET TITLE:TI-9SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 PROJECT: SHEET TITLE:TI-10SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529 PROJECT: SHEET TITLE:TI-11SHEET NO:DATE:REVISIONS:SSCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOKTREE INVENTORY RM241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ARBORIST OF RECORD - LISA EDWARDS - TREES 360 DEGREES 77935 CALLE TAMPICO,SUITE 202, LA QUINTA, CA.92253 760.340.4529Reason for Tree Removal Per Division 2. - Tree ProtectionSec. 29.10.0992.- Required Findings:(1) The tree is dead, severely diseased, decayed or disfigured to such an extent that the tree is unable to recover or return to a healthyand structurally sound condition.(3) The tree is crowding other protected trees to the extent that removal or severe pruning is necessary to ensure the long-term viabilityof adjacent and more significant trees.(4) The retention of the tree restricts the economic enjoyment of the property or creates an unusual hardship for the property owner byseverely limiting the use of the property in a manner not typically experienced by owners of similarly situated properties, and the applicant hasdemonstrated to the satisfaction of the Director or deciding body that there are no reasonable alternatives to preserve the tree.(10) The removal of the tree and replacement with a more appropriate tree species will enhance the Town's urban forest.Sec. 29.10.0970.- Exceptions:The following trees are excepted from the provisions of this division and may be removed or severely pruned without Town approval or issuance ofa tree removal permit:(2) Any of the following trees that are less than twenty-four (24) inches in diameter (seventy-five (75) inches in circumference):Black Acacia (Acacia melanoxylon)Tulip Tree (Liriodendron tulipifera)Tree of Heaven (Ailanthus altissima)Blue Gum Eucalyptus (E. globulus)Red Gum Eucalyptus (E. camaldulensis)Other Eucalyptus sp. (E. spp.) Hillsides onlyPalm (except Phoenix canariensis)Privet (Ligustrum lucidum)The letter E for Exception is used to identify the removal of a tree that must be identified in the Architectural & Site Review application. However, aTree Removal Permit is not required for removal due to the size and/or undesirable species listed above WEDGEWOOD AVE.MU L B E R R R Y D R .173911740517415174311747117481175131751517515CLEARVIEW DR.1450114515CLEARVIEW DR.14541 1452 7 CLEARV I E W D R . CLEARV I E W D R . CLE A R V I E W D R .CLEARVIEW DR.WEDGEWOOD AVE.WEDGEWOOD AVE.1"1"1"1"-11"-21"461"4-51"5871"8961"91031"10-141"144151"15PROJECT: SHEET TITLE:IP-1SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253IRRIGATION PLAN DFKA1" = 50'-0"KA241607-01-25MATCHLINE IP-2MATCHLINE IP-3MATCHLINE IP-2 SEE SHEET IP-2 FOR IRRIGATION LEGENDSEE SHEET IP-6 FOR IRRIGATION DETAILSLa Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA MATCHLINE IP-2 W E D G EW O O D A V E .176011761117615LA RINCONADA PARKGRANADA WAY101 WEDGEWOOD AVE.WEDGEWOOD AVE.1"1"761"6-71"71361"13-141"14SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIRAIN BIRD 1802-1400 FLOODFLOOD BUBBLER 2IN. POPUP, INSTALL W/ PA-80 ADAPTER.33050SYMBOL MANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD XCZ-100-IVMQWIDE FLOW IVM DRIP CONTROL KIT FOR COMMERCIALAPPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESBIVMSMART VALVE W/ FACTORY INSTALLED IVM-SOL 0.3-20GPM AND 1IN. PRESSURE REGULATING 40PSIQUICK-CHECK BASKET FILTER 0.3-20 GPM20HUNTER AFV-TAUTOMATIC FLUSH VALVE WITH 1/2IN. MPT CONNECTION.REMOVABLE TOP FOR DIAPHRAGM MAINTENANCE.40HUNTER PLD-AVRPLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIAL DRIPIRRIGATION SYSTEM TO PREVENT BLOCKAGE AND WATERHAMMERING. 1/2IN. MPT CONNECTION WITH 80 PSIMAXIMUM RATING.6AREA TO RECEIVE DRIP EMITTERSHUNTER HEB1/2IN. FEMALE THREADED POINT SOURCE DRIP EMITTER.COLOR CODED EMITTERS FOR FLOW RATES OF 0.5 GPH -6.0 GPH. RECOMMENDED PRESSURE FROM 20 PSI-50PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE FOR HIGHERFLOWS AND CLOG PROTECTION. ON IH-12 RISER178,873 SFSYMBOL MANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD PESB-IVM1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVESW/ FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBERTECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTYWATER IRRIGATION APPLICATIONS.29PRESSURE REDUCING VALVE1" ZURN WILKENS 500 XL BRASS PRESSURE REDICINGVALVE35IRRIGATION LATERAL LINE: PVC SCHEDULE 4018,507 LFIRRIGATION MAINLINE: PVC SCHEDULE 802,208 LFPIPE SLEEVE: PVC SCHEDULE 40TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVESIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIRRELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVINGMATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGESOF PAVING OR CONSTRUCTION.51.2 LFIRRIGATION SCHEDULEPOINT OF CONNECTION FROM MAINLINE OR SUBMAIN35NOTE:CONTRACTOR TO INCLUDE IN THE BID 15 SPOT IN FIELD TREESNOT SHOWN ON PLAN. EACH TREE WILL RECEIVE 2 1402BUBBLERS.CONTRACTOR TO ADD ONE ADDITIONAL POINT OF CONNECTIONTO BID. NOT SHOWN ON PLANSPROJECT: SHEET TITLE:IP-2SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253IRRIGATION PLAN DFKA1" = 50'-0"KA241607-01-25MATCHLINE IP-1NOTE:1. PDC WILL PROVIDE SITE VISITS FORASTHETIC DIRECTION FOR THE GOLFCOURSE LANDSCAPE. PDC WILL BEAVAILABLE TO PROVIDE TECHNICALSUPPORT DURING THE INSTALLATION BYDAYS ON SITE OR THROUGH EMAIL. PDCRECOMMENDS THE GOLF COURSE HIREA LANDSCAPE IRRIGATION FOREMAN TOOVERSEE THE INSTALLATION OF THELANDSCAPE IRRIGATION AND AS-BUILTALL THE NEW LANDSCAPE IRRIGATION TOENSURE THE INSTALLATION IS PER OURDESIGN AND MEETS THE CLUBSEXPECTATION.2. LANDSCAPE CONTRACTOR MUSTTRENCH AND INSTALL THE FIRST THREEVALVES, PIPE AND FITTINGS, LEAVE THETRENCH OPEN FOR REVIEW ANDAPPROVAL PRIOR TO BACKFILLING.LANDSCAPE CONTRACTOR TO DO THISFOR THE SPRAY SYSTEM, THE TREEBUBBLER SYSTEM AND SHRUB DRIPSYSTEM. GOLF COURSESUPERINTENDENT WILL APPROVE ALLLANDSCAPE IRRIGATION.(or equal)(or equal)(or equal)(or equal)(or equal)(or equal)La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA MATCHLINE IP-1 CLEAR V I E W D R .CLEARVIEW DR.14555 14569 1 4 5 8 3 14599146651468114713NATALYE RDNATALYE RDNATALYE RDNATALYE RD14701NATALYE RDCLEARVIEW DR.CLE AR V I EW DR . CLEARV I E W D R . CLEARVIEW DR.1"1"1031"11-1"111261"12-171"1716181"181923-1"232481"2425-1"251"1"PROJECT: SHEET TITLE:IP-3SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253IRRIGATION PLAN DFKA1" = 50'-0"KA241607-01-25MATCHLINE IP-1MATCHLINE IP-4La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA MATCHLINE IP-2 MATCHLINE IP-1SEE IP-2 FOR LEGENDSAND SCHEDULES 14811147131472914745147611477714825147951485514885NATALYE RD14908KARL AVE14833KARL AVE14801KARL AVEKARL AVENATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RD1"1"1"1"1"1941"1920-1"202181"213221"2223-1"232481"2426-1"2627-1"277281"283441"444451"451"PROJECT: SHEET TITLE:IP-4SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253IRRIGATION PLAN DFKA1" = 50'-0"KA241607-01-25MATCHLINE IP-3MATCHLINE IP-5La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA SEE IP-2 FOR LEGENDSAND SCHEDULES 1488514931149611497117 3 5 0 1 7 3 9 9 1 7 4 0 5 1 7 4 2 3 1 7 4 4 5 ZENA A VE ZENA A VE Z EN A A V E17551175731760517605FAIRWAY CIR.17635FAIRWAY CIR.14980KARL AVE14960KARL AVE14908KARL AVENATALYE RDNATALYE RDNATALYE RDNATALYE RDZ E N A A V E Z EN A A V E 1"1"1"1"1"1"1"1"1"1"1"2941"2930-1"305311"315321"323311"333441"3435-1"353641"361"3781"3738-1"383951"392401"402411"41-421"424.5431"43PROJECT: SHEET TITLE:IP-5SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253IRRIGATION PLAN DFKA1" = 50'-0"KA241607-01-25MATCHLINE IP-4SEE IP-2 FOR LEGENDSAND SCHEDULESLOS GATOS, CALIFORNIA La Rinconada Golf Course Modernization Project QUICK COUPLING VALVE BOX, TYP.14"X19" RECTANGULAR VALVE BOX TYP.12" TYP.12"12"12"12"NOTE:3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.SECTION VIEW - N.T.S.1. CENTER VALVE BOX OVER REMOTE CONTROLVALVE TO FACILITATE SERVICING VALVE.2. SET RCV AND VALVE BOX ASSEMBLY INGROUND-COVER/SHRUB AREA WHERE POSSIBLE.4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TOPREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES.5. COLOR OF BOX TO BE TAN IN THE LANDSCAPE AND GREEN INTURF AREAS(2")(2") MIN.FINISHED GRADEIN SHRUB AREAS(2")FINISH GRADE IN TURF AREASHEAT BRAND "RCV" AND CONTROL STATION # ONTO LID.CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALLPLASTIC RECTANGULAR VALVE BOX WITH T-COVER ANDBOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE.Maxicom WireSCH. 80 PVC SLIPSCH. 40 PVC PIPE ORTAPE WIRE TO PIPESCH. 80 T.O.E. NIPPLE90 DEGREE ELLWITH D.I. SERVICE TEELANDSCAPE FABRIC TO19mm (3/4") CRUSHED GRAVEL,100mm (4") MINIMUM DEPTHCOVER BOTTOM AND ALLSIDES OF VALVE BOXBRICK SUPPORTS,4 REQUIREDLASCO #896 PVC UNIONSLIP X MIPT, SIZE PER RCV,ELECTRIC REMOTE CONTROLVALVE, SEE LEGEND FOR TYPE2 REQUIRED FOR ASSEMBLYSIZE PER PLANS,TYPE PERMIN.PVC PIPE,USE STANDARD BOX OPENINGSFOR PIPE, DONOT CUT BOXLEGEND50 mm50 mm50 mmCABC C C CPRESSURE MAINLINE, SEECONTROL WIRES, SEE SPECS.LATERAL LINES, SEE SPECS.CLEAN COMPACTED BACKFILL(4")(24")CBADIMENSIONFINISH GRADESPECIFICATIONSUNDISTURBED SOILSECTION VIEW - N.T.S.(18") (12")13mm (1/2") TO 65mm (2.5") IN SIZE75mm (3") TO 150mm (6") IN SIZE100mm100mm(4")300mm400mm600mmPRESSURE MAINLINEINSTALLED IN ROCK SOIL.OF THE PIPE OR WIREDETAIL ALSO FOR PIPEIN SCH 40 SLEEVEPVC SLEEVES TO BETWICE THE DIAMETERBUNDLE CARRIED.13mm (1/2") TO 150mm (6") IN SIZEDIMENSION(4")(24")(24")(36")DCBASAND BACKFILL COMPACTEDPAVINGUNDISTURBED SOILTO THE DENSITY OFLATERAL LINESCONTROL WIRESIN SCH 40 SLEEVEIN SCH 40 SLEEVEEXISTING SOILBCD D D DASECTION VIEW - N.T.S.NOTE:SLEEVES TO EXTEND AT LEAST 300mm (12") PAST THE EDGE OF THE PAVING.100mm600mm600mm900mmKIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL.WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT (U.L. APPROVED).NOTE:INSERTED INTO TUBE UNTIL THESCOTCHLOK CONNECTOR AND WIRESCONNECTOR PASSES LOCK TABSWATERPROOF GELPOLY TUBE PRE-FILLED WITHONCE CONNECTOR IS INSERTEDLOCK TABS PREVENT WIRE REMOVAL SCOTCHLOK ELECTRICAL SPRINGCONNECTOR. WIRES SHALL BEPRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION CONNECTOR ONTO WIRES TO INTO THE CONNECTIOR. TWIST SEAT FIRMLY.IS INSERTED INTO TUBEWIRES PASS THROUGH GROOVES INTUBE LID TO ALLOW LID TO CLOSECLOSE TUBE LID AFTER WIRELOW VOLTAGE WIRES, 3 MAXIMUMSECTION VIEW - N.T.S.DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION.LANDSCAPE IRRIGATION MANIFOLD PLAN VIEWLANDSCAPE FABRIC TOCOVER BOTTOM AND ALLSIDES OF VALVE BOXLANDSCAPE FABRIC TOCOVER BOTTOM AND ALLSIDES OF VALVE BOXLANDSCAPE FABRIC TOCOVER BOTTOM AND ALLSIDES OF VALVE BOXHDPE MAINLINE PIPESEE PLAN VIEW FOR LANDSCAPE VALVE ASSEMBLYSECTION VIEW - N.T.S.EXISTING TURFMULCHPROJECT: SHEET TITLE:IP-6SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253IRRIGATION PLAN DFKAKA241607-01-25SEE IP-2 FOR LEGENDSAND SCHEDULESLOS GATOS, CALIFORNIA La Rinconada Golf Course Modernization Project WEDGEWOOD AVE.LOR A D R . MUL B E R R R Y D R .1739117405174151743117471174811751317515175151752517571CLEARVIEW DR.1450114515CLEARVIEW DR.14541 1452 7 CLEARV I E W D R . CLE A R V I E W D R .CLEARVIEW DR.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.ZONE D - SCREENING NATIVE(25) Heteromeles arbutifolia(11) Rhus integrifoliaQA-448"box1QA-660"box1QV-448"box1A336"box2A224"box2PR-448"box2QA-448"box1QA-660"box1A336"box1QV-448"box2QV-336"box1A224"box1QA-448"box1QA-41QA-224"box1QA-448"box1QA-336"box1QA-660"box1QA-336"box1PR-660"box1A224"box2A336"box3QA-224"box136"boxQA-224"box1QA-336"box1QA-660"box1QA-448"box2QA-336"box2EX STRUCTURESEE PD-2 FOR TYP. PLANTING ENLARGEMENTSEE NOTE #1SEE NOTE #1SEE NOTE #1SEE NOTE #1SEE NOTE #1SEE NOTE #1QV-448"box1ZONE B - SCREENING WEDGEWOOD AVE(9) Ceanothus x 'Dark Star'(17) Heteromeles arbutifolia(5) Prunus laurocerasus(9) Rhus integrifolia(7) Tagetes lemmonii(20) Westringia fruticosa 'WES03'MULCH ONLYMULCH ONLYMULCH ONLYQA-660"box1QA-660"box1MULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYSEE NOTE #1MEADOW (BY OTHERS)MEADOW (BY OTHERS)MEADOW (BY OTHERS)MEADOW (BY OTHERS)ZONE A - LOW TO MED DENSITY(5) Caryopteris incana(13) Phlomis fruticosa(2) Rhus integrifolia(10) Trichostema lanatum(16) Westringia fruticosa 'WES03'SEE PD-2 FOR TYP. PLANTING ENLARGEMENTZONE A - LOW TO MED DENSITY(2) Caryopteris incana(4) Phlomis fruticosa(1) Rhus integrifolia(3) Trichostema lanatum(5) Westringia fruticosa 'WES03'SEE PD-2 FOR TYP. PLANTING ENLARGEMENTZONE A - LOW TO MED DENSITY(31) Caryopteris incana(75) Phlomis fruticosa(10) Rhus integrifolia(59) Trichostema lanatum(95) Westringia fruticosa 'WES03'QV-336"box1PROJECT: SHEET TITLE:PP-1SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253PLANTING PLAN DFKA1" = 50'-0"KA241607-01-2517400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA MATCHLINE PP-2MATCHLINE PP-3MATCHLINE PP-2 SEE PP-2 FOR LEGENDSAND SCHEDULES, PD-1 FORPLANTING DETAILS/NOTESSEE PD-2 FOR LANDSCAPETYPICAL ENLARGEMENTSLa Rinconada Golf Course Modernization Project WEDGEWOOD AVE.WEDGEWOOD AVE. LOR A D R .1757117601176111761517889GRANADA WAYWEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.WEDGEWOOD AVE.ZONE D - SCREENING NATIVE(25) Heteromeles arbutifolia(11) Rhus integrifoliaQV-336"box1QA-448"box1QA-660"box1QV-448"box1QA-448"box1QV-336"box1QA-448"box1QA-660"box1QA-224"box1QA-336"box1QA-448"box1QA-224"box1QA-336"box1QV-448"box1QA-660"box1QA-42QA-336"box2EX STRUCTURESEE NOTE #1SEE NOTE #1SEE NOTE #1SEE NOTE #1SEE NOTE #1ZONE C - SCREENING SHADE(4) Ceanothus x 'Dark Star'(20) Heteromeles arbutifolia(7) Prunus laurocerasusMULCH ONLYMULCH ONLYQA-660"box1QA-660"box1MULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMEADOW (BY OTHERS)MEADOW (BY OTHERS)MEADOW (BY OTHERS)MULCH ONLY272,781 SFNO PLANTINGS. 2" THICK WOOD MULCHZONE A - LOW TO MED DENSITY24,409 SFWITH 2" THICK WOOD MULCHZONE B - SCREENING WEDGEWOODAVE4,424 SFNO NEW MULCH HERE. PLANT SHRUBS INEXISTING GROUNDCOVER.ZONE C - SCREENING SHADE3,492 SFWITH 2" THICK WOOD MULCHZONE D1 - SCREENING SHED1,245 SFWITH 2" THICK WOOD MULCHZONE D2 - SCREEN BACK OF HOUSE1,955 SFWITH 2" THICK WOOD MULCHZONE F - 11/12/POOL17,028 SFWITH 2" THICK WOOD MULCHZONE G - 8G/9T SHADY2,049 SFWITH 2" THICK WOOD MULCHZONE H - 12 LOW DENSITY30,519 SFNO MULCH - SHRUBS TO BE PLANTED INGRASSLANDSZONE I - SW CORNER SCREENING10,636 SFWITH 2" THICK WOOD MULCHZONE J - 17T/MAINT5,097 SFWITH 2" THICK WOOD MULCHZONE K - 17 RIGHT SIDE5,660 SFWITH 2" THICK WOOD MULCHZONE L-1 - 18 RIGHT SIDE19,053 SFWITH 2" THICK WOOD MULCHZONE L-2 - 18 RIGHT SIDE7,649 SFWITH 2" THICK WOOD MULCHWOOD MULCH SPECIFICATION: FOREST FLOORSHRUB PLANTING AREASSEE PLANT SCHEDULE FOR SHRUB VARIETIES, QTYS, ANDSIZES. SEE PLAN FOR SHRUB QTYS AND VARIETIES PER ZONE.MEADOW ZONE WITH NO SHRUB PLANTING (SEEORIGINS GOLF PLANS FOR SPECIFICATIONS)SYMBOLCODEBOTANICAL / COMMON NAMECONTQTYTREESA2ARBUTUS UNEDO / STRAWBERRY TREE SHRUBMULTI-TRUNK OR LOW BRANCHING24"BOX13A3ARBUTUS UNEDO / STRAWBERRY TREE SHRUBMULTI-TRUNK OR LOW BRANCHING36"BOX20A4ARBUTUS UNEDO / STRAWBERRY TREE SHRUBMULTI-TRUNK OR LOW BRANCHING48"BOX6PR-4PLATANUS RACEMOSA / CALIFORNIA SYCAMOREMULTI-TRUNK OR LOW BRANCHING48"BOX10PR-6PLATANUS RACEMOSA / CALIFORNIA SYCAMOREMULTI-TRUNK OR LOW BRANCHING60"BOX3QA-2QUERCUS AGRIFOLIA / COAST LIVE OAKMULTI-TRUNK OR LOW BRANCHING24"BOX10QA-3QUERCUS AGRIFOLIA / COAST LIVE OAKMULTI-TRUNK OR LOW BRANCHING36"BOX24QA-4QUERCUS AGRIFOLIA / COAST LIVE OAKMULTI-TRUNK OR LOW BRANCHING48"BOX27QA-6QUERCUS AGRIFOLIA / COAST LIVE OAKMULTI-TRUNK OR LOW BRANCHING60"BOX13QV-3QUERCUS VIRGINIANA / SOUTHERN LIVE OAKFULL AND STANDARD OR LOW BRANCHING36"BOX8QV-4QUERCUS VIRGINIANA / SOUTHERN LIVE OAKFULL AND STANDARD OR LOW BRANCHING48"BOX12QV-6QUERCUS VIRGINIANA / SOUTHERN LIVE OAKFULL AND STANDARD OR LOW BRANCHING60"BOX2QC4QUERCUS VIRGINIANA CATHEDRAL / CATHEDRAL SOUTHERN LIVE OAKFULL, STANDARD48"BOX6QC6QUERCUS VIRGINIANA CATHEDRAL / CATHEDRAL SOUTHERN LIVE OAKFULL, STANDARD60"BOX4VINESCISCISSUS ANTARCTICA / KANGAROO VINE5 GAL17SYMBOLCODEBOTANICAL / COMMON NAMECONTSPACINGQTYSHRUB AREASAUARBUTUS UNEDO / STRAWBERRY TREE SHRUB15 GAL44BBCBUDDLEJA X 'BLUE CHIP' / LO & BEHOLD® BLUE CHIP BUTTERFLY BUSH1 GAL64CAICARYOPTERIS INCANA / COMMON BLUEBEARD5 GAL41CEDCEANOTHUS X 'DARK STAR' / DARK STAR WILD LILAC5 GAL126CEJCEANOTHUS X 'JOYCE COULTER' / JOYCE COULTER WILD LILAC5 GAL16DHDODONAEA VISCOSA / HOPSEED BUSH15 GAL22FRCFRANGULA CALIFORNICA / CALIFORNIA COFFEEBERRY5 GAL56GRRGREVILLEA ROSMARINIFOLIA / ROSEMARY GREVILLEA5 GAL109HAHETEROMELES ARBUTIFOLIA / TOYON15 GAL114LLLEONOTIS LEONURUS / LION'S TAIL5 GAL41LSLEUCADENDRON X 'SAFARI SUNSET' / SAFARI SUNSET CONEBUSH5 GAL18PFPHLOMIS FRUTICOSA / JERUSALEM SAGE1 GAL140PPPHLOMIS PURPUREA / PURPLE PHLOMIS1 GAL45PRLPRUNUS LAUROCERASUS / ENGLISH LAUREL15 GAL26RIRHUS INTEGRIFOLIA / LEMONADE BERRY5 GAL186SVSYRINGA VULGARIS / COMMON LILAC5 GAL26TLTAGETES LEMMONII / COPPER CANYON DAISY5 GAL7TWTRICHOSTEMA LANATUM / WOOLLY BLUE CURLS1 GAL76WBWESTRINGIA FRUTICOSA 'WES03' / BLUE GEM COAST ROSEMARY5 GAL513PLANT SCHEDULESEE PLANT PROCUREMENT AND APPROVAL NOTES ON SHEET PD-1NOTE #1TREES PLANTED IN TURF SHALL RECEIVE A WOODMULCH RING AROUND THE TREE THAT EXTENDS 2'BEYOND THE ROOTBALL OF THE TREE.CONTRACTOR TO BUILD A 3-4" HIGH WELL INSIDETHE EDGE OF THE MULCH RING TO HOLD WATERDURING GROW-IN. THE WELL SHOULD BEMAINTAINED FOR AT LEAST A YEAR AFTER PLANTING.NO TREE IN TURF SHALL BE PLANTED WITHIN12' OF A TURF ROTOR.EXISTING TREE TO REMAINSEE TREE DISPOSITION PLANFOR COMPLETE INVENTORY OFTREES TO REMAIN AND TREESTO BE REMOVEDSPOT INFIELD** SPOT IN FIELD TREES IN RESERVE TO BE USED IN LOCATION TO BE DETERMINED BASEDON ARBORIST TREE REMOVAL SUGGESTIONS. NOT SHOWN ON PLAN.243222TOTAL TREES15* +158 =173 PROJECT: SHEET TITLE:PP-2SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253PLANTING PLAN DFKA1" = 50'-0"KA241607-01-25MATCHLINE PP-1MATCHLINE PP-1 SEE PD-1 FOR PLANTING DETAILS/NOTESSEE PD-2 FOR LANDSCAPE TYPICAL ENLARGEMENTS17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization ProjectNOTE:BASED ON THE NUMBER OF TREES PROPOSED FOR REMOVAL COMPARED TO THE PROPOSED NUMBER OF REPLACEMENT TREES,IN-LIEU FEES WILL BE REQUIRED.  SEE ARBORIST REPORT AND APPLICANT'S JUSTIFICATON LETTER FOR MORE INFORMATION.  CLEAR V I E W D R .CLEARVIEW DR.14555 14569 1 4 5 8 3 14599146651468114713NATALYE RDNATALYE RDNATALYE RD14701NATALYE RDCLEARVIEW DR.CL EA R V IEW DR . CLEARV I E W D R . CLEARVIEW DR. ELEC ZONE D2 - SCREEN BACK OF HOUSE(10) Ceanothus x 'Dark Star'(16) Frangula californica(8) Prunus laurocerasusQA-448"box1QC448"box3QC660"box3QA-336"box1QA-448"box1QA-660"box1QA-336"box1QA-448"box1QA-224"box1A336"box2A224"box1A336"box2A224"box1QC660"box1A224"box2A336"box1QA-448"box1QC448"box3ZONE L-2 - 18 RIGHT SIDE(8) Arbutus unedo(15) Ceanothus x 'Dark Star'(20) Grevillea rosmarinifolia(10) Rhus integrifolia(50) Westringia fruticosa 'WES03'QA-448"box2QA-336"box1EX PUMP HOUSERRA224"box2A336"box1A42QA-660"box1QA-448"box1QA-336"box1ZONE F - 11/12/POOL(26) Buddleja x 'Blue Chip'(14) Dodonaea viscosa(27) Leonotis leonurus(12) Leucadendron x 'Safari Sunset'(28) Phlomis fruticosa(46) Westringia fruticosa 'WES03'MULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMEADOW (BY OTHERS)MEADOW (BY OTHERS)MEADOW (BY OTHERS)MEADOW (BY OTHERS)SEE PD-2 FOR TYP. PLANTING ENLARGEMENTZONE A - LOW TO MED DENSITY(10) Caryopteris incana(24) Phlomis fruticosa(3) Rhus integrifolia(19) Trichostema lanatum(30) Westringia fruticosa 'WES03'PROJECT: SHEET TITLE:PP-3SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253PLANTING PLAN DFKA1" = 50'-0"KA241807-01-25MATCHLINE PP-1MATCHLINE PP-4SEE PP-2 FOR LEGENDS AND SCHEDULES, PD-1 FOR PLANTING DETAILS/NOTESMATCHLINE PP-2SEE PD-2 FOR LANDSCAPE TYPICAL ENLARGEMENTS17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project 1481114713147291474514761147771482514795148551488514908KARL AVE14833KARL AVE14801KARL AVEKARL AVENATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDNATALYE RDQA-660"box1QA-448"box1QA-336"box1QA-448"box1QA-336"box1QA-448"box1QA-224"box2QA-336"box1QA-660"box1QA-448"box1QA-224"box1QA-336"box1QV-336"box1QA-224"box1QA-448"box124"boxQV-336"box1ZONE G - 8G/9T SHADY(7) Ceanothus x 'Dark Star'(13) Frangula californica(3) Prunus laurocerasus(8) Westringia fruticosa 'WES03'SEE NEXT SHEETFOR PLANTING QTYSZONE L-1 - 18 RIGHT SIDE(25) Arbutus unedo(37) Ceanothus x 'Dark Star'(20) Phlomis purpurea(39) Rhus integrifolia(26) Syringa vulgaris(108) Westringia fruticosa 'WES03'LAKELAKEQV-448"box1QV-660"box136"boxQA-336"box1QA-660"box1QA-448"box1QA-448"box1QA-336"box1SEE PD-2 FOR TYP. PLANTINGENLARGEMENTQA-336"box2RRSEE NOTE #1A336"box1A448"box1A224"box1A336"box4A448"box2QA-336"box1ZONE F - 11/12/POOL(14) Buddleja x 'Blue Chip'(8) Dodonaea viscosa(15) Leonotis leonurus(6) Leucadendron x 'Safari Sunset'(15) Phlomis fruticosa(25) Westringia fruticosa 'WES03'MULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYMULCH ONLYQA-336"box1MEADOW (BY OTHERS)MEADOW (BY OTHERS)MEADOW (BY OTHERS)MEADOW (BY OTHERS)ZONE C - SCREENING SHADE(2) Ceanothus x 'Dark Star'(8) Heteromeles arbutifolia(3) Prunus laurocerasusPROJECT: SHEET TITLE:PP-4SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253PLANTING PLAN DFKA1" = 50'-0"KA241807-01-25MATCHLINE PP-3MATCHLINE PP-5SEE PP-2 FOR LEGENDSAND SCHEDULES, PD-1 FORPLANTING DETAILS/NOTESSEE PD-2 FOR LANDSCAPETYPICAL ENLARGEMENTS17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA La Rinconada Golf Course Modernization Project ˙˙˘˝˝ˇ˝ˆˆ ˘ˆ˝˝ˆ˘ˆˆ˘=(1$$ 9(=(1$$ 9(=(1 $$ 9(1$7$/<(5'($721/1ˆ˘˝ˆ˘˘ˆ˘ˆˆˇ˘ˆˇ˘)$,5:$<&,5ˆˇ˘)$,5:$<&,5˝˙.$5/$9(˝ˇ.$5/$9(.$5/$9(1$7$/<(5'1$7$/<(5'1$7$/<(5'1$7$/<(5'=(1 $$ 9(=(1 $$ 9((;˘7$//5(7$,1,1*:$//%/2&.&21&5(7(9',7&+49ˇˇER[49˙ER[49˙ER[$ˇER[$˙ER[4$˙ER[35ˇˇER[35˙ER[$˙ER[49ˇER[4$ˇER[35˙ER[4$ˇER[4$ER[4$˙ER[4$ˇER[4$˙ER[35˙ER[35ˇˇER[4$ˇˇER[49ˇER[49˙ER[=21(,6:&251(56&5((1,1*$UEXWXVXQHGRˇ&HDQRWKXV['DUN6WDUˇ3KORPLVSXUSXUHDˆ5KXVLQWHJULIROLD˙:HVWULQJLDIUXWLFRVD:(6=21(+81'(56725<˙˝*UHYLOOHDURVPDULQLIROLD+HWHURPHOHVDUEXWLIROLDˇˇ5KXVLQWHJULIROLD&,6˘JDOˆ=21(.ˆ5,*+76,'(%XGGOHMD[%OXH&KLS˝5KXVLQWHJULIROLD˙:HVWULQJLDIUXWLFRVD:(6/$.($ˇER[=21(-ˆ70$,17ˇ&HDQRWKXV['DUN6WDUˆ&HDQRWKXV[-R\FH&RXOWHUˆ)UDQJXODFDOLIRUQLFD4$ˇˇER[4$ˇˇER[4$ˇER[4$˙ER[$ˇER[$ER[49˙ER[6((3')257<33/$17,1*(1/$5*(0(17(;3$7+0$,17(1$1&(*$7(6((127(08/&+21/<08/&+21/<08/&+21/<08/&+21/<08/&+21/<4$˙ER[0($'2:%<27+(560($'2:%<27+(560($'2:%<27+(560($'2:%<27+(560($'2:%<27+(56352-(&7˛ 6+((77,7/(˛33˘6+((712˛'$7(˛5(9,6,216˛6&$/(˛352-0*5&+(&.('˛352-12˛'5$:1˛63(&,),&$7,2166+((7 %22.ˆ˙ˆ+:<68,7(˝ˆˇ˘˝/$48,17$&$˝˘3/$17,1*3/$1 ').$ ˘.$˙ˆ˘0$7&+/,1(336((33)25/(*(1'6$1'6&+('8/(63')253/$17,1*'(7$,/6127(66((3')25/$1'6&$3(7<3,&$/(1/$5*(0(176ˆ:('*(:22'$9(ˆ˘=(1$$9(/26*$726&$ /D5LQFRQDGD*ROI&RXUVH0RGHUQL]DWLRQ3URMHFW 6" 15EX TREEWOOD MULCHNEW CANOPYTREE MAY OCCURMEDIUM SHRUBLARGE SHRUBSMALL ACCENT SHRUBSNEW CANOPYTREE MAY OCCURACCESS ROAD / CART ROADTEE BOXTURFTURFNEW CANOPYTREE MAY OCCUREX 5' TALL CHAINLINK FENCE (BLACK)HOMEOWNERLOT - FENCELINEDOES NOT NEED100% SCREENINGHOMEOWNERLOT -FENCELINEAND LOTNEEDSSCREENINGAT 5' TALLHOMEOWNER VIEWHOMEOWNER VIEW INF O R M A L S C R E E N I N G T O SO F T E N H O M E S A N D F E N C E L I N E SMAINTAIN EXISTINGHOMEOWNER VIEWSTO GOLFEX 5' TALL CHAINLINK F E N C E - N O H E D G E 12LARGE SHRUBSMEDIUM SHRUBSEX TREEEX TREECART PATHCART PATHEX TREE CANOPYTURFPLEXISTINGMEADOW/MULCHGROUNDPLANEEX 5' TALL CHAINLINK FENCEEX 5' TALL CHAINLINK FENCE18LARGE SHRUBSMEDIUM SHRUBSNEW CANOPY TREEEX TREEWOOD MULCHMEDIUM SHRUBLARGE SHRUBSMALL ACCENT SHRUBTEE BOXTEE BOXCART PATHHOMEOWNERLOT - FENCELINEAND LOT NEEDSSCREENING AT 5'TALLHOMEOWNERLOT - CURRENTLYHAS NO VIEW TOGOLFEXISTING 8' TALL HEDGETURFPLPROJECT: SHEET TITLE:PD-2SHEET NO:DATE:REVISIONS:SCALE:PROJ. MGR.CHECKED:PROJ. NO:DRAWN:SPECIFICATIONSSHEETBOOK78370 HWY 111, SUITE 290760.340.4529 LA QUINTA, CA. 92253PLANTING TYPICALS DFKA1" = 20'-0"KA241807-01-25SOFTENING / PARTIAL SCREENING OF RESIDENTIAL(RIGHT OF HOLE 12)LOW -MEDIUM DENSITY TO SCREEN ROAD(BTWN HOLES 1 & 5)FULL SCREENING OF RESIDENTIALFENCELINE - MEDIUM DENSITY(RIGHT OF HOLE 18)THESE ENLARGEMENTS ARE SHOWN TO ILLUSTRATE THE DENSITIES OF SHRUB PLANTING IN OUR PLANTING ZONES.CONTRACTOR IS NOT TO USE THESE ENLARGEMENTS FOR TAKE-OFF PURPOSES. FOLLOW THE QUANTITIES ON THE PP- SHEETS.La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA 375380385350350355360365370375380350355360365370370365375375375375380380380380380380375375375370370365365355360380380385385390390390395395395400400400400395395395395370370370370365365365365360360360360355355355350345330370380 375 370 365 360355350345340 33 536069679 1213141516171018111289EX 5 ' T A L L C H A I N L I N K F E N C EEX 6 ' TAL L WOOD FENCE EX 5 ' T A L L W R O U G H T I R O N F E N C E EX 5' T A L L W R O U G H T I R O N F E N C E EX 5' TALL WROUGHT IRON FENCEEX 5 ' T A L L C H A I N L I N K F E N C E EX 5' TALL CHAINLINK FENCE (BLACK)EX 5' TALL CHAINLINK FENCEEX 5' TALL CHAINLINK FENCEEX 5' TALL CHAINLINK FENCEEX 5' TALL CHAINLINK FENCEEX 5' TALL CHAINLINK FENCEEX 5' TALL CHAINLINK FENCE (BLACK)ELEC EX 5' TALL WOOD FENCEEX 5' TALL CHAINLINK FENCEEX 5' TALL CHAINLINK FENCEEX 5' TALL CHAINLINK FENCE (BLACK)EX 5' TALL RETAININ G WALL BL OCK WITH 5' TALL W ROUGHT IRON FENCEEX 5' TALL WROUGHT IRON FENCEEX 5' TALL WROUGHT IRON FENCEEX 5' TALL WROUGHT IRON FENCEEX 6 ' T A L L W O O D F E N C E EXISTING BRIDGELakeFillLakeFillLakeFillLake#1653.045.0 4:1 45464748495051524:145464748495051 52 4:1 5251504948474645VVVVlc4:146.545. 5 44 . 543. 5 42 .541 .540 . 5 39 . 5 3:1Lake#1147.539.539.540.541.542.543.544.545.546.53: 1 39.540.541.542.543.544.545.546.5 3:139.540.541.542.543.544.545.546.53:146.545.544.543.542.541.540.539.53:146.545.544.543.542.541.540.539.5 3:1VVSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comLK0.1Lake System Site Plan, Notes, etc0'100'200'300'NORTHScale: 1" = 100'LAKE SYSTEM GENERAL NOTES:1. THESE DRAWINGS ARE INTENDED FOR LAKE CONSTRUCTION USE ONLY. SEE DRAWINGS BY RESPECTIVEDESIGNERS FOR OTHER ASPECTS OF CONSTRUCTION.2. IT IS THE INTENT OF THESE DRAWINGS AND THIS DESIGN THAT THE WORK REPRESENTED HERE BE COMPLETEDBY A LICENSED CONTRACTOR WITH EXPERIENCE AND QUALIFICATIONS SPECIFIC TO THIS UNIQUE WORK. THELAKE CONTRACTORS EXPERIENCE AND QUALIFICATIONS SHALL INCLUDE, AT A MINIMUM, THE SUCCESSFULCOMPLETION OF AT LEAST (5) PROJECTS EQUIVALENT IN SCOPE COMPLETED WITHIN THE LAST (2) YEARS ASDETERMINED BY THE OWNER OR HIS REPRESENTATIVE. THE LAKE CONTRACTOR SHALL SUBMIT, WITH HIS BID, ALIST OF QUALIFYING COMPLETED PROJECTS INCLUDING THE NAMES, ADDRESSES, AND PHONE NUMBERS FOR THEOWNER (OR HIS REPRESENTATIVE) AND THE LAKE ENGINEER. THE PROJECT OWNER SHALL MAKE THE FINALDETERMINATION AS TO THE QUALIFYING EXPERIENCE OF THE LAKE CONTRACTOR. FURTHER, IT IS THE INTENT OFTHIS DESIGN TO CONVEY A COMPLETE AND WORKABLE LAKE SYSTEM. THE LAKE CONTRACTORS PRICING SHALLINCLUDE ALL MATERIALS, EQUIPMENT, ACCESSORIES, ETC. REQUIRED TO PRODUCE A COMPLETE AND WORKABLELAKE SYSTEM TO INDUSTRY STANDARDS.3. THE LAKE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO STARTINGWORK. THE LAKE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCY IN THEDRAWINGS OR SITE CONDITIONS SO THAT PROPER CLARIFICATIONS CAN BE MADE BEFORE CONSTRUCTIONBEGINS.4. IN ADDITION TO EXAMINING THESE PLANS, THE LAKE CONTRACTOR IS EXPECTED TO HAVE VISITED ANDINSPECTED THE SITE IN ORDER TO DETERMINE THE GRADES AND TRUE CONDITIONS UNDER WHICH THE WORK ISTO BE PERFORMED. SHOULD ANY OMISSIONS, CONFLICTS, OR AMBIGUITIES IN THE DRAWINGS BE DISCOVEREDDURING THE EXAMINATION OF THE DRAWINGS OR UPON VISITING THE SITE, THE OWNER'S REPRESENTATIVESHALL BE NOTIFIED IMMEDIATELY.5. 30 MIL LLDPE-R LAKE MEMBRANE LINER: THE CONTRACTOR SHALL FURNISH AND INSTALL SUFFICIENT LININGMATERIAL TO COVER ALL LINED AREAS SHOWN ON THE PLANS INCLUDING PANEL OVERLAPS AT FIELD SEAMS ANDIN DEPRESSIONS. THE LINING MATERIAL SHALL BE LINEAR LOW DENSITY POLYETHYLENE - REINFORCED (LLDPE-R)MEMBRANE AND SHALL BE MANUFACTURED BY THE CALENDARING PROCESS. THE LINING MATERIAL SHALL BEUNIFORM IN COLOR, THICKNESS, SIZE, AND SURFACE TEXTURE. LINING INSTALLATION SHALL NOT BEGIN UNTIL APROPER BASE HAS BEEN PREPARED TO ACCEPT THE MEMBRANE LINING. BASE MATERIAL SHALL BE FREE FROMANGULAR ROCKS, ROOTS, GRASS, AND VEGETATION. FOREIGN MATERIALS AND PROTRUSIONS SHALL BEREMOVED AND ALL CRACKS AND VOIDS SHALL BE FILLED AND THE SURFACE MADE LEVEL OR UNIFORMLY SLOPINGAS INDICATED ON THESE DRAWINGS. THE PREPARED SURFACE SHALL BE FREE OF LOOSE EARTH, ROCKS,RUBBLE, AND OTHER FOREIGN MATTER. THE SUBGRADE SHALL BE UNIFORMLY COMPACTED TO ENSURE AGAINSTSETTLEMENT. THE SURFACE ON WHICH THE LINING IS TO BE PLACED SHALL BE MAINTAINED IN A FIRM, CLEAN,DRY, AND SMOOTH CONDITION DURING LINING INSTALLATION.6. 300mm (12") SELECT SOIL COVER: A COVER OF NATIVE SELECT SOILS 300mm (12") MINIMUM THICKNESS SHALL BEPLACED OVER THE LINER IN THOSE AREAS SHOWN ON THESE PLANS. THE SELECT SOIL COVER SHALL BESTOCKPILED WHERE INDICATED ON THE LAKE EDGE DETAIL ON IN AREAS APPROVED BY THE OWNER'SREPRESENTATIVE. THE SOIL SHALL BE PLACED OVER THE LINER IN SUCH A MANNER AS TO ENSURE THATPUNCTURES SHALL NOT OCCUR. IF EQUIPMENT DOES PUNCTURE THE LINER MATERIAL, THE COVER INSTALLATIONSHALL STOP AND REPAIRS TO THE LINER SHALL BE MADE IN ACCORDANCE WITH THE LINER SUPPLIER'SREQUIREMENTS. THE SOIL COVER MATERIAL SHALL BE FREE OF ANGULAR ROCKS, ROOTS, GRASS, ANDVEGETATION. FOREIGN MATERIALS SHALL BE REMOVED FROM THE SOIL COVER MATERIAL PRIOR TOINSTALLATION OF THE MEMBRANE LINER. SEE MANUFACTURER'S GUIDE SPECIFICATIONS FOR MOREINFORMATION.7. CONCRETE VENEER COVER (shown as shaded on the plan views): A WIRE REINFORCED CONCRETE VENEER COVERSHALL BE INSTALLED OVER THE MEMBRANE LINER BY THE LAKE CONTRACTOR WHERE SHOWN ON THESE PLANS.THE CONCRETE VENEER SHALL CONSIST OF A MINIMUM 6 SACK MIX TYPE 1 OR 2 PORTLAND CEMENT WITH AMAXIMUM AGGREGATE SIZE OF 10mm (3/8"). THE CONCRETE SHALL OBTAIN A 28-DAY COMPRESSIVE STRENGTHOF 2500 P.S.I. WHEN PREPARED IN ACCORDANCE WITH A.S.T.M. C31 TEST METHOD 231. CONCRETE FAILING TOMEET THIS SPECIFICATION SHALL BE REMOVED AND REPLACED. A 25mm x 25mm x 20 GAUGE (1" x 1" x 20 ga.)OCTAGONAL WIRE MESH SHALL BE PLACED OVER THE MEMBRANE LINER IN ALL AREAS TO RECEIVE A CONCRETEVENEER. THE WIRE SHALL BE LAID IN A CONTINUOUS LAYER WITH ADJACENT EDGES OVERLAPPING 50mm (2")MINIMUM AND SECURED TO ONE ANOTHER BY THE USE OF HOG RINGS OR OTHER APPROPRIATE CLIPS WHICHCANNOT PUNCTURE THE LINER. THE CONCRETE SHALL BE PLACED OVER THE WIRE. ALL WIRE SHALL BECOVERED WITH CONCRETE SUCH THAT NO WIRE IS VISIBLE ON THE SURFACE OR EDGE OF THE CONCRETEEXCEPT WHERE INDICATED ON THESE PLANS. THE CONCRETE SHALL BE ROUGH BROOM FINISHED AND WATEROR MEMBRANE CURED TO PREVENT EXCESSIVE CRACKING OR CHECKING. NO EXPANSION JOINTS WILL BEREQUIRED. THE CONCRETE VENEER IS EXPECTED TO CRACK DURING AND AFTER CURING. CRACKS 6mm (1/4")AND LARGER SHALL BE CAULKED.8. DECORATIVE SHORELINE TREATMENT: AN ARTIFICIAL SHORELINE SHALL BE CONSTRUCTED THAT HAS THEAPPEARANCE OF A NATURAL LAKE SHORELINE EDGE AROUND THE LAKE PERIMETER AS INDICATED ON THESEPLANS. PRIOR TO GENERAL SHORELINE INSTALLATION, THE LAKE CONTRACTOR SHALL INSTALL A 3m (10') LONGSHORELINE TEST SECTION FOR APPROVAL BY THE OWNER'S REPRESENTATIVE OF TEXTURE AND COLOR. THEARTISTIC RESULT OF THE SHORELINE TREATMENT SHALL REST WITH THE LAKE CONTRACTOR'S ABILITY TOPERFORM THIS WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND IN ACCORDANCE WITH THEPRE-APPROVED TEST SECTION.9. CONSTRUCTION ACCESS: THE LAKE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL REVIEW THE SITEPRIOR TO CONSTRUCTION TO ESTABLISH AN ACCESS ROUTE IN AND OUT OF THE LAKE CONSTRUCTION AREA. THECONTRACTOR SHALL PROVIDE STAKES OUTLINING THE ACCESS ROUTE AND SHALL AT ALL TIMES KEEPCONSTRUCTION EQUIPMENT, PERSONNEL, AND VEHICLES WITHIN THE LIMITS OF THIS ROUTE. REPAIRS TO THESEFACILITIES WITHIN THE LIMITS OF THE CONSTRUCTION ACCESS ROUTE SHALL BE MADE BY THE OWNER'SREPRESENTATIVE. ALL REPAIRS OUTSIDE THESE LIMITS SHALL BE THE RESPONSIBILITY OF THE LAKECONTRACTOR.10. LAKE GRADING:A. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE (I.B.C.)AND ALL LOCAL CODES AND ORDINANCES. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OFUNDERGROUND FACILITIES WITHIN THE WORK AREA (THESE PLANS AND THE PLANS OF OTHER DISCIPLINES ONTHIS PROJECT). THE LAKE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATION,OR HAVING LOCATED, ALL UNDERGROUND UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAMEDURING THE COURSE OF CONSTRUCTION.B. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH AND OTHER OBJECTIONABLE DEBRIS,INCLUDING EXISTING SOD AND OTHER ORGANIC MATERIALS, SCARIFIED TO A DEPTH OF 300mm (12") ANDWATERED AND COMPACTED TO 85% RELATIVE DENSITY IN LAKE AREAS PER THE REQUIREMENTS OF A.S.T.M.DESIGNATION D-1557-65T, OR AS APPROVED BY THE LAKE ENGINEER. THE FILL MATERIAL SHALL BE PLACED INCOMPACTED LAYERS AS SHOWN ON THE LAKE EDGE DETAILS AND FILLED AND COMPACTED AT OPTIMUMMOISTURE CONTENT BY AN APPROVED METHOD. THIS PROCEDURE SHALL APPLY ONLY FOR THE LAKE SHORELINEFILLS ON THIS PROJECT AND IS NOT INTENDED FOR BUILDING, BRIDGES, OR OTHER STRUCTURES.C. ALL UNSUITABLE SOIL, ORGANIC MATERIALS, ASPHALT, CONCRETE RUBBISH, DEBRIS, ETC. RESULTING FROMGRADING OR DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE JOB SITE, TRANSPORTED TO A SUITABLELOCATION AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS.D. THE LAKE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND METHODS REQUIRED TO PREVENT HISOPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION, ANDDOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THEJOBSITE. THE LAKE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY THE DUST RESULTINGFROM HIS OPERATIONS. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL AFTER THE COMPLETION OFTHE LAKE CONTRACTOR'S WORK.E. THE LAKE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLICAND PRIVATE PROPERTY ADJACENT TO THE SITE AND THAT HE SHALL, AT HIS EXPENSE, REPAIR OR REPLACE TOORIGINAL CONDITION, ALL EXISTING IMPROVEMENTS WITHIN OR REMOVED AS A RESULT OF HIS OPERATIONS.F. THE LAKE CONTRACTOR SHALL MAINTAIN CURRENT, COMPLETE, AND ACCURATE RECORD OF ALL CHANGESWHICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED BY THESE PLANS FOR THE PURPOSE OF PROVIDINGTHE LAKE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIORAPPROVAL OF THE OWNER'S REPRESENTATIVE AND THE LAKE ENGINEER. IN THE EVENT THAT THE LAKECONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE, HE SHALL BRING IT TO THE IMMEDIATEATTENTION OF THE LAKE ENGINEER AND THE OWNER'S REPRESENTATIVE FOR A PROPER RESOLUTION. IF HEFAILS TO DO SO, THE LAKE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND THENECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR.G. THE LAKE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, THE LAKE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FORTHE CONDITION OF THE JOB SITE LAKE AREA DURING THE COURSE OF CONSTRUCTION FOR THE PROJECTINCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL BE MADE TOAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.H. NEITHER THE OWNER, NOR THE LAKE ENGINEER, WILL ENFORCE SAFETY MEASURES FOR REGULATIONS ASTHEY PERTAIN TO THE LAKE CONTRACTOR, THE LAKE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAINALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCALSTATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE LAKE CONTRACTORSHALL PROVIDE TO THE OWNER, PRIOR TO THE START OF WORK, WORKER'S COMPENSATION INSURANCE,PRODUCTS AND COMPLETED OPERATIONS AND COMPREHENSIVE LIABILITY INSURANCE CERTIFICATES.11. LAKE RECIRCULATION SYSTEM AND AERATION SYSTEM PIPING:ALL PIPE SHOWN ON THESE PLANS SHALL BE P.V.C. (POLYVINYL CHLORIDE) OR HDPE (HIGH DENSITYPOLYETHYLENE) PIPE UNLESS OTHERWISE NOTED AND SHALL CONFORM TO THE FOLLOWING SCHEDULE:PVC:HDPE:PIPES 100mm (4") dia. AND SMALLER:SCHEDULE 40 (I.P.S.)DR 11PIPES 150mm (6") dia. AND 200mm (8") dia:CLASS 160 (I.P.S.)DR 11PIPES 250mm (10") dia. TO 900mm (36") dia:100 psi (P.I.P.)DR 13.5Important!! IF HDPE IS USED ENSURE THAT THE INSIDE DIAMETER OF THE PIPE MATCHES WHAT IS SHOWN ONTHE PLAN.12. ALL LAKE RECIRCULATION SYSTEM PIPING SHALL BE INSTALLED SO THE FLOW IS LEVEL OR UPHILL TO PREVENTAIR TRAPS AND SHALL BE A MINIMUM 900mm (3'-0") COVER OUTSIDE THE LAKE LIMITS AND 300mm (1'-0") MINIMUMCOVER WITHIN LAKE LIMITS UNLESS OTHERWISE NOTED ON THESE PLANS. THE LAKE CONTRACTOR SHALLSUBMIT MANUFACTURER'S PRODUCT DATA SHEETS WHICH INDICATE PIPE WALL THICKNESS AND JOINT TYPES TOTHE LAKE ENGINEER FOR APPROVAL PRIOR TO ORDERING PIPE MATERIAL.Lake 16 Data:WATER SURFACE AREA (SF): 23,630SHORELINE LENGTH (LF): 811LAKE VOLUME (GALLONS): 723,340(2.22 ac-ft)Lake 11 Data:WATER SURFACE AREA (SF): 36,620SHORELINE LENGTH (LF): 1,060LAKE VOLUME (GALLONS): 1,564,000(4.80 ac-ft)La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CANOT FORCONSTRUCTION03-28-202503-28-202505-23-25 PER TOWN COMMENTS2 37537036536536036035535535034515' TA L L W R O U G H T I R O N F E N C E EX 5' TALL WROUGHT IRON FENCEEX 5' TALL CHAINLINK FENCE (BLACK)NLINK FENCEMatchline - see sheetMatchline - see sheetLK3.1ALAIDBACKSHORELK3.1ALAIDBACKSHORELK3.1ALAIDBACKSHORELK3.1ALAIDBACKSHORELake#1653.045.04: 1 45464748495051524:14 5 4 6 4 7 4 8 4 9 5 0 5 1 5 2 4:1 5251504948474645LK3.2APLANTERSHORELK3.2APLANTERSHORELK3.2APLANTERSHORELK3.2APLANTERSHORELK3.2APLANTERSHORE(BIOBOOST)(BIOBOOST)(BIOBOOST)(BIOBOOST)LK3.4ATROUGH6'-0"6'-0"10'-0"10'-0"LK3.4D50'CUT-OFFWALLBOULDERPOCKET ASSHOWN PERDETAIL(TYPICAL WHEREROCK IS SHOWNAT SHORELINE)BLK3.2BOULDERPOCKET ASSHOWN PERDETAIL(TYPICAL WHEREROCK IS SHOWNAT SHORELINE)BLK3.2SEAL RECIRC. INTAKEPIPE TO LAKE LINERAS SHOWN PERDETAILLK6.1A346.50INV. EL.INTAKE PIPEINTAKE PIPE SCREENPER DETAILLK6.1BVVVVLK3.4ATROUGH(2) 1"2"dia. AERATION PIPE18"dia. INTAKE PIPE8"dia. TRANSFER PIPE2"dia. AERATION PIPE(2 ) 1 "8"dia. TRANSFER PIPEAeration SystemCabinets:PROVIDE (2) AERATION SYSTEMCABINET, EACH WITH (2)COMPRESSORS PER DETAILTHE CABINETS SHALL BEINSTALLED ON THE PUMPSTATION SLABLK4.1A / BTRANSFER PUMP STATIONAS SHOWN PER DETAILT.O. WET WELL EL. 360.20INTK PIPE I.E. 345.50WELL F.F.E. 343.75LK5.1ABLK2.1ALK2.1lc2-1/2"dia.LAKE FILLPOINT OFCONNECTIONTO IRRIGATIONMAIN LINEMECHANICAL LEVELCONTROL AS SHOWNPER DETAILLK3.6BLK3.4ATROUGH6'-0"6' -0 "SEAL LINER TOOVERFLOWSTRUCTURE ASSHOWN PER DETAIL- SEE CIVIL PLANSFOR MORE INFOLK3.3ALK3.4ATROUGH6'-0"6'-0"NEW WELL FILL TRANSFER PIPE BY OTHERSN EW W E L L F I L L T R A N S F E R P I P E B Y O T H E R SNEW WELL FILL TRANSFERPIPE BY OTHERSNOTE:FOR TYPICAL LAKEFILL REQUIREMENTSSEE DETAILWHEREOCCURS IN THEFIELDLK3.6ALK3.3ANOTE:WEST SIDE OF LAKEHAS (2) FAIRWAY /GREEN DRAIN PIPES- VERIFY PIPEQUANTITY ANDLOCATIONS IN THEFIELD - CONNECT TOEXISTING DRAIN PIPE6" ABOVE THE FINISHFREEBOARD OF THELAKE AND RUN SOLIDWALL PIPE WITHSOLVENT WELDFITTINGS THRU LAKELINER WITH PIPEBOOT AS SHOWN PERRUN WELL FILL OVERSHORELINE AS SHOWNPER DETAILCONCEALWITH ROCKLK3.4BRUN WELL FILL OVERSHORELINE AS SHOWNPER DETAILCONCEALWITH ROCKLK3.4BNOTE:SEE IRRIGATIONDESIGNER'S PLANSFOR FINAL ROUTINGOF WELL FILL LINE.LINE SHOWN HEREFORDIAGRAMMATICALPURPOSES ONLYAND IS FOLLOWINGTHE TRANSFER LINEASSUMING THERE ISAN OPPORTUNITY TOSHARE A TRENCHDASHED LINEINDICATES EXISTINGLAKE LIMITSSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comPlans for Resubmit 05-14-20251LK1.1Lake System Plan View0'20'30'40'NORTHScale: 1" = 20'LEGENDF.S.X.XXT.W.T.F.I.E.X.XXX.XXX.XXXXXXVXX dia.XX dia.Alternate:AS AN ALTERNATE TO THISDISK, THE CONTRACTOR SHALLBID THE "BIO-BOOST" DIFFUSERSHOWN ON DETAILLK4.2BINDICATES POINTOF CONNECTION TOSITE UTILITIES ASSHOWN ON PLAN= DETAIL NUMBER= SHEET NUMBER= WATER SURF. EL.= FINISH BOTTOM(LINER) ELEVATION= TOP OF WALL EL.= FINISH SURF. EL.= PIPE INVERT EL.= T.O. FOOTING EL.THIS SYMBOLWHERE SHOWN ONPLAN INDICATESSHORE TYPETRANSITION ANDLIMITS OF EACHTYPE OF SHORERECIRCULATIONPIPE - FOR TRENCHREQMTS SEEFOR THRUSTBLOCKS SEELK4.2DLK4.2CAERATION PIPE -FOR TRENCHREQMTS SEELK4.2DAERATION VALVE INVLV BOX PERLK4.2AAERATIONDIFFUSER DISKWITH WEIGHTEDHOSE LAID ON LAKEBOTTOM PERLK4.2B105-23-25 PER TOWN COMMENTS22 37538038038538539012EX 5' TALL WOOD FENCEEX 5' TALL CHAINLINK FENCE (BLACK)Matchline - see sheetMatchline - see sheet 8"dia. TRANSFER PIPEMatchline - see sheetMatchline - see sheetMatchline - see sheetMatchline - see sheet8"dia. TRANSFER PIPENEW WELL FILL TRANSFER PIPE BY OTHERSNEW WELL FILL TRANSFER PIPE BY OTHERSNOTE:SEE IRRIGATIONDESIGNER'S PLANSFOR FINAL ROUTINGOF WELL FILL LINE.LINE SHOWN HEREFORDIAGRAMMATICALPURPOSES ONLYAND IS FOLLOWINGTHE TRANSFER LINEASSUMING THERE ISAN OPPORTUNITY TOSHARE A TRENCHSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comLK1.2Lake System Plan View LEGENDF.S.X.XXT.W.T.F.I.E.X.XXX.XXX.XXXXXXVXX dia.XX dia.Alternate:AS AN ALTERNATE TO THISDISK, THE CONTRACTOR SHALLBID THE "BIO-BOOST" DIFFUSERSHOWN ON DETAILLK4.2BINDICATES POINTOF CONNECTION TOSITE UTILITIES ASSHOWN ON PLAN= DETAIL NUMBER= SHEET NUMBER= WATER SURF. EL.= FINISH BOTTOM(LINER) ELEVATION= TOP OF WALL EL.= FINISH SURF. EL.= PIPE INVERT EL.= T.O. FOOTING EL.THIS SYMBOLWHERE SHOWN ONPLAN INDICATESSHORE TYPETRANSITION ANDLIMITS OF EACHTYPE OF SHORERECIRCULATIONPIPE - FOR TRENCHREQMTS SEEFOR THRUSTBLOCKS SEELK4.2DLK4.2CAERATION PIPE -FOR TRENCHREQMTS SEELK4.2DAERATION VALVE INVLV BOX PERLK4.2AAERATIONDIFFUSER DISKWITH WEIGHTEDHOSE LAID ON LAKEBOTTOM PERLK4.2B0'20'30'40'NORTHScale: 1" = 20'La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA03-28-202503-28-202505-23-25 PER TOWN COMMENTS2 3753703803851212EX 5' TALL CHAINLINK FENCE (BLACK)Matchline - see sheetMatchline - see sheetMatchline - see sheetMatchline - see sheetMatchline - see sheetMatchline - see sheet8"dia. TRANSFER PIPE8"dia. TRANSFER PIPE8"dia. TRANSFER PIPENEW WELL FILL TRANSFER PIPE BY OTHERSNEW WELL FILL TRANSFER PIPE BY OTHERSNOTE:SEE IRRIGATIONDESIGNER'S PLANSFOR FINAL ROUTINGOF WELL FILL LINE.LINE SHOWN HEREFORDIAGRAMMATICALPURPOSES ONLYAND IS FOLLOWINGTHE TRANSFER LINEASSUMING THERE ISAN OPPORTUNITY TOSHARE A TRENCHSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comLK1.3Lake System Plan View0'20'30'40'NORTHScale: 1" = 20'LEGENDF.S.X.XXT.W.T.F.I.E.X.XXX.XXX.XXXXXXVXX dia.XX dia.Alternate:AS AN ALTERNATE TO THISDISK, THE CONTRACTOR SHALLBID THE "BIO-BOOST" DIFFUSERSHOWN ON DETAILLK4.2BINDICATES POINTOF CONNECTION TOSITE UTILITIES ASSHOWN ON PLAN= DETAIL NUMBER= SHEET NUMBER= WATER SURF. EL.= FINISH BOTTOM(LINER) ELEVATION= TOP OF WALL EL.= FINISH SURF. EL.= PIPE INVERT EL.= T.O. FOOTING EL.THIS SYMBOLWHERE SHOWN ONPLAN INDICATESSHORE TYPETRANSITION ANDLIMITS OF EACHTYPE OF SHORERECIRCULATIONPIPE - FOR TRENCHREQMTS SEEFOR THRUSTBLOCKS SEELK4.2DLK4.2CAERATION PIPE -FOR TRENCHREQMTS SEELK4.2DAERATION VALVE INVLV BOX PERLK4.2AAERATIONDIFFUSER DISKWITH WEIGHTEDHOSE LAID ON LAKEBOTTOM PERLK4.2BLa Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA03-28-202503-28-202505-23-25 PER TOWN COMMENTS2 350380380380375370365365355360360EX 5' TALL RETAINING WALL BLOCK WITH 5' TALL WROUGHT IRON FENCEEX 5' TALL WROUGHT IRON FENCEEX 5' TALL WROUGHT IRON FENCEEX 5' TALL WROUGHT IRON FENCEMatchline - see sheetMatchline - see sheetMatchline - see sheetMatchline - see sheet8"dia. TRANSFER PIPE8"dia. TRANSFER PIPENEW WELL F ILL TRANSFER P IPE BY OTHERSNEW WELL FILL TRANSFER PIPE BY OTHERSNOTE:SEE IRRIGATIONDESIGNER'S PLANSFOR FINAL ROUTINGOF WELL FILL LINE.LINE SHOWN HEREFORDIAGRAMMATICALPURPOSES ONLYAND IS FOLLOWINGTHE TRANSFER LINEASSUMING THERE ISAN OPPORTUNITY TOSHARE A TRENCHSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comLK1.4Lake System Plan View0'20'30'40'NORTHScale: 1" = 20'LEGENDF.S.X.XXT.W.T.F.I.E.X.XXX.XXX.XXXXXXVXX dia.XX dia.Alternate:AS AN ALTERNATE TO THISDISK, THE CONTRACTOR SHALLBID THE "BIO-BOOST" DIFFUSERSHOWN ON DETAILLK4.2BINDICATES POINTOF CONNECTION TOSITE UTILITIES ASSHOWN ON PLAN= DETAIL NUMBER= SHEET NUMBER= WATER SURF. EL.= FINISH BOTTOM(LINER) ELEVATION= TOP OF WALL EL.= FINISH SURF. EL.= PIPE INVERT EL.= T.O. FOOTING EL.THIS SYMBOLWHERE SHOWN ONPLAN INDICATESSHORE TYPETRANSITION ANDLIMITS OF EACHTYPE OF SHORERECIRCULATIONPIPE - FOR TRENCHREQMTS SEEFOR THRUSTBLOCKS SEELK4.2DLK4.2CAERATION PIPE -FOR TRENCHREQMTS SEELK4.2DAERATION VALVE INVLV BOX PERLK4.2AAERATIONDIFFUSER DISKWITH WEIGHTEDHOSE LAID ON LAKEBOTTOM PERLK4.2BLa Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA03-28-202503-28-202505-23-25 PER TOWN COMMENTS2 350350355360365370375350375380380380696710119ELECEX 5' TALL WROUGHT IRON FENCEEXISTING BRIDGELakeFillLakeFillLakeFillMatchline - see sheetMatchline - see sheetLK3.5B2PLANTERSHORELK3.2ALK3.1ALAIDBACKSHOREPLANTERATEXISTINGSHORELINELK3.5B1LK3.5A3SHORELINEMODIFICATIONSTO EXISTINGSHORELINELK3.5A2LK3.5A1LK3.5A3SHORELINEMODIFICATIONSTO EXISTINGSHORELINELK3.5A2LK3.5A1LK3.5A3SHORELINEMODIFICATIONSTO EXISTINGSHORELINELK3.5A2LK3.5A1LK3.5B2PLANTERATEXISTINGSHORELINELK3.5B1LK3.5B2PLANTERATEXISTINGSHORELINELK3.5B1LK3.5A3SHORELINEMODIFICATIONSTO EXISTINGSHORELINELK3.5A2LK3.5A1LK3.5B2PLANTERATEXISTINGSHORELINELK3.5B1LK3.1ALAIDBACKSHORELK3.2APLANTERSHORELK3.5A3SHORELINEMODIFICATIONSTO EXISTINGSHORELINELK3.5A2LK3.5A1PLANTERATEXISTINGSHORELINELK3.5B1LK3.5B2LK3.5A3SHORELINEMODIFICATIONSTO EXISTINGSHORELINELK3.5A2LK3.5A1BOULDERPOCKET ASSHOWN PERDETAIL(TYPICAL WHEREROCK IS SHOWNAT SHORELINE)BLK3.2EXISTING OVERFLOWTO REMAIN AS IS - DONOT DISTURBLK6.1PROVIDE 36" WIDESECTION OFEXISTING LINER TOATTACH NEW LINERAS SHOWN PERDETAILCCUT EXISTINGRETAINING WALL ANDFOOTING TO REVEALEXISTING LINER TOSEAM TO - DO NOTDAMAGE EXISTINGLINEREXISTING STORM FLOW ENTRY STRUCTURETO REMAIN AS IS - DO NOT DISTURBEXISTING IRRIGATIONSTATION TO REMAIN -INSTALL ADDITIONALAERATION CABINETINSIDE BUILDING TOPROVIDE ADDITIONALAERATIONAeration SystemCabinets:PROVIDE (1) AERATION SYSTEMCABINET, EACH WITH (2)COMPRESSORS PER DETAILTHE CABINETS SHALL BEINSTALLED ON THE INSIDEEXISTING IRRIGATION BUILDINGNEXT TO EXISTING AERATIONCABINET - FIELD LOCATEEXISTING AERATION VALVESAND RUN NEW 2"dia. AERATIONPIPE TO EXISTING VALVELOCATIONLK4.1A / BLK3.6PROVIDE 36" WIDESECTION OFEXISTING LINER TOATTACH NEW LINERAS SHOWN PERDETAILBCUT EXISTINGRETAINING WALL ANDFOOTING TO REVEALEXISTING LINER TOSEAM TO - DO NOTDAMAGE EXISTINGLINER4:146.545.544.543.542.541.540.539.53:1Lake#1147.539.5LK6.1CSEALTOEXISTINGLINER(BIOBOOST)(BIOBOOST)(BIOBOOST)(BIOBOOST)(EXISTING)(VERIFY)(EXISTING)(VERIFY)(EXISTING)(VERIFY)(NEW)39.540.541.542.543.544.545.546.53:1 39. 5 40. 5 41. 5 42. 5 43. 5 44. 5 45. 5 46. 5 3:139. 5 40. 5 41. 5 42. 5 43. 5 44. 5 45. 5 46. 53:146.545.544.543.542.541.540.539.53:146.545.544.543.542.541.540.539.5 3:1EXISTINGIRRIGATIONINTAKE PIPEVV(2)1"NOTE:WEST SIDE OF LAKEHAS (3) DISCHARGEPIPES WITHISOLATION VALVES INEXISTINGWATERFALLSTRUCTURES -VERIFY PIPELOCATIONS IN THEFIELD AND DEMOEXISTINGWATERFALLSTRUCTURES - RUNPIPE OVER LINERWITH 6" AIR GAP ANDCONCEAL WITH ROCK/ PLANTING2"8"dia. TRANSFER PIPE6' - 0 "6'-0"LK3.4ATROUGH6'-0"6'- 0 "LK3.4ATROUGHLK3.5B2PLANTERATEXISTINGSHORELINELK3.5B16'-0"6'- 0 "LK3.4ATROUGH6'-0"6'-0"LK3.4ATROUGHE X I S T I N G W E L L F I L L ( F I E L D V E R I F Y L I N E S I Z E ) EXISTING W E L L F I L L ( F I E L D V E R I F Y L I N E S I Z E ) N E W W E L L F I L L T R A N S F E R P I P E B Y O T H E R SNEW WELL FILL TRANSFER P IPE BY OTHERSNOTE:FOR TYPICAL LAKEFILL REQUIREMENTSSEE DETAILWHEREOCCURS IN THEFIELDLK3.6AEXISTING BRIDGE TOREMAIN - DO NOT DISTURBPLANTERATEXISTINGSHORELINELK3.5B1LK3.5B2LK3.3ANOTE:WEST SIDE OF LAKEHAS (3) FAIRWAY /GREEN DRAIN PIPES- VERIFY PIPEQUANTITY ANDLOCATIONS IN THEFIELD - CONNECT TOEXISTING DRAIN PIPE6" ABOVE THE FINISHFREEBOARD OF THELAKE AND RUN SOLIDWALL PIPE WITHSOLVENT WELDFITTINGS THRU LAKELINER WITH PIPEBOOT AS SHOWN PERDASHED LINEINDICATES EXISTINGLAKE LIMITSSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comPlans for Resubmit 05-14-20251LK1.5Lake System Plan View0'20'30'40'NORTHScale: 1" = 20'LEGENDF.S.X.XXT.W.T.F.I.E.X.XXX.XXX.XXXXXXVXX dia.XX dia.Alternate:AS AN ALTERNATE TO THISDISK, THE CONTRACTOR SHALLBID THE "BIO-BOOST" DIFFUSERSHOWN ON DETAILLK4.2BINDICATES POINTOF CONNECTION TOSITE UTILITIES ASSHOWN ON PLAN= DETAIL NUMBER= SHEET NUMBER= WATER SURF. EL.= FINISH BOTTOM(LINER) ELEVATION= TOP OF WALL EL.= FINISH SURF. EL.= PIPE INVERT EL.= T.O. FOOTING EL.THIS SYMBOLWHERE SHOWN ONPLAN INDICATESSHORE TYPETRANSITION ANDLIMITS OF EACHTYPE OF SHORERECIRCULATIONPIPE - FOR TRENCHREQMTS SEEFOR THRUSTBLOCKS SEELK4.2DLK4.2CAERATION PIPE -FOR TRENCHREQMTS SEELK4.2DAERATION VALVE INVLV BOX PERLK4.2AAERATIONDIFFUSER DISKWITH WEIGHTEDHOSE LAID ON LAKEBOTTOM PERLK4.2B105-23-25 PER TOWN COMMENTS05-23-25 PER TOWN COMMENTS22 +5+0+25+20+15+10-5-10-15+25+20+15+10+5+0-5-10-15-20-20LAKE - WIDTH VARIES PER PLAN4 (MIN.)1DEPTH PER PLAN4 (MIN.)1LAKE SHORELINESHOWN ON PLAN CONCRETE SHELF(WIDTH VARIES PERSHORE DETAIL)LAKE SHORELINE SHOWN ON PLAN CONCRETE SHELF(WIDTH VARIES PERSHORE DETAIL)A"LAID BACK" SHORELINETREATMENT PER DETAIL .LK3.1.12" THICK SELECT SOIL LINERCOVER PER GENERAL NOTESLAKE GEOMEMBRANE LINERPER GENERAL NOTESCAREFULLY PREPARED LINERSUBGRADE PER GENERAL NOTES- TYPICAL THRU-OUT LIMITS OFLAKE GEOMEMBRANE LINERA"LAID BACK" SHORELINETREATMENT PER DETAIL .LK3.1LAKEWATERSURFACEEL. PERPLANLAKELINERELEVATIONPER PLANLAKEWATERSURFACEEL. PERPLANLAKELINERELEVATIONPERPLANALTERNATE BID ITEM8oz GEOTEXTILE FABRIC BENEATHGEOMEMBRANE LINER PER GENERALNOTES (TYPICAL) SHOWN AS DASHED LINEALTERNATE BID ITEM6" THICK (MINIMUM) APPROVED PLATINGMATERIAL BY GRADING CONTRACTOR - SEEGENERAL NOTES FOR ALLOWABLE SOIL TO BEUSED BENEATH GEOMEMBRANE LINER+5+0+25+20+15+10-5-10-15+25+20+15+10+5+0-5-10-15LAKE WATERSURFACE EL.P E R P L A NLAKE LINERE L E V A T I O NP E R P L A NLAKE WATERSURFACE EL.P E R P L A NLAKE LINERE L E V A T I O NP E R P L A N-20-20LAKE - WIDTH VARIES PER PLAN4 (MIN.)1DEPTH PER PLAN4 (MIN.)1LAKE SHORELINESHOWN ON PLAN PLANTER POCKET(WIDTH VARIES PERSHORE DETAIL)LAKE SHORELINE SHOWN ON PLAN .12" THICK SELECT SOIL LINER COVER PERGENERAL NOTESLAKE GEOMEMBRANE LINER PERGENERAL NOTESCAREFULLY PREPARED LINER SUBGRADEPER GENERAL NOTES - TYPICALTHRU-OUT LIMITS OF LAKEGEOMEMBRANE LINERA"LAID BACK" PLANTERSHORELINE TREATMENT ASSHOWN PER DETAILLK3.2A"LAID BACK" PLANTERSHORELINE TREATMENT ASSHOWN PER DETAILLK3.2PLANTER POCKET(WIDTH VARIES PERSHORE DETAIL)ALTERNATEBID ITEMSFOR ALTERNATE BIDITEMS SEE DETAILALK2.1SHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.com3/16" = 1'-0"SCALE:SCALE:3/16" = 1'-0"La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA05-23-25 PER TOWN COMMENTS2 -9 -10 -5 -8 -7 -6 -3 -4 +3 -2 -1 +0 +1 +2 +8 +7 +6 +5 +4 -9 -10 -5 -8 -7 -6 -3 -4 +3 -2 -1 +0 +1 +2 +8 +7 +6 +5 +4 -11 -9 -10 -5 -8 -7 -6 -3 -4 +3 -2 -1 +0 +1 +2 +8 +7 +6 +5 +4 -9 -10 -5 -8 -7 -6 -3 -4 +3 -2 -1 +0 +1 +2 +8 +7 +6 +5 +4 -11 DEPTH AS SHOWN ON PLAN5'-0" 1'-0" OVERLAP 6'-0" 1 PER SECTION LAKE SYSTEM MEMBRANE LINER AS CALLED OUT IN GENERAL NOTES - INSTALL PER THE REQUIREMENTS OF THESE PLANS AND THE LINER MANUFACTURER 12" MINIMUM THICK SELECT SOIL COVER OVER THE LAKE SYSTEM MEMBRANE LINER - THE SOIL COVER MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF THE LAKE SYSTEM GENERAL NOTES AND THE LINER MFR'S REQMENTS (TYP. THRU-OUT) CAREFULLY PREPARED LINER SUBGRADE PER THE REQUIREMENTS OF THE LAKE SYSTEM GENERAL NOTES - TYPICAL THROUGHOUT LAKE BOTTOM & SHORE SURFACESLAKESHORELINESHOWN ON PLANLAKE LIMITS SHOWN ON PLAN NOTE: REFER TO DETAILS BELOW FOR TYPICAL LAKE SHORE ROUGH GRADING, SHORE SHAPING AND LAKE EDGE FINISH GRADING REQUIREMENTS. ALSO... REFER TO LAKE CROSS SECTIONS FOR LAKE BOTTOM SLOPES WATER SURFACE EL. PER PLAN L A K E F I N I S H BOTTOM EL. PER P L A N Liner Cover Note: WHERE THE LAKE / POND BOTTOM IS SHOWN SHADED ON THE PLAN VIEW, SUBSTITUTE THE EARTH COVER OVER THE MEMBRANE LINER WITH 3" MIN. THICK CONCRETE VENEER REINFORCED WITH 1" x 1" x 20ga OCTAGONAL WIRE MESH OVER THE MEMBRANE LINER TO THE LIMITS OF THE SHADED AREA SHOWN ON THE PLAN VIEW (TYPICAL). Note: THE LAKE / POND EDGE GRADES SHOWN HERE ARE DIAGRAMMATIC - THE FINAL SHAPING TO TIE INTO ADJACENT LANDSCAPE AREA GRADES SHALL BE PREFORMED BY THE LAKE / POND CONTRACTOR IN THE FIELD UNDER THE DIRECTION OF THE OWNER'S REPRESENTATIVE Earth Cover Note: EXCAVATE THE LAKES / PONDS TO THE LINER ELEVATION SHOWN ON THESE PLANS. EARTH COVER MATERIAL SHALL BE GENERATED FROM EXISTING BOTTOM SOILS IN SUFFICIENT QUANTITY TO COVER ALL LINER SURFACES SHOWN ON THESE DRAWINGS WHERE CONCRETE VENEER DOES NOT OCCUR. THE MATERIAL SHALL BE SUITABLE FOR LINER COVER AS DESCRIBED IN THE LAKE / POND SYSTEM GENERAL NOTES AND SHALL BE STOCKPILED ON THE LAKE / POND BOTTOM. THE LAKE / POND CONTRACTOR SHALL PICKUP AND MOVE THE MATERIAL TO WITHIN THE LAKE / POND AND SHALL APPLY IT OVER THE LINER AS REQUIRED BY THESE PLANS AND BY THOSE MEANS NECESSARY TO ENSURE THAT THE LINER IS NOT DAMAGED DURING THE LINER COVER INSTALLATION PROCESS. IMPORTANT!! PRIOR TO COVER INSTALLATION, THE LAKE / POND CONTRACTOR SHALL DETERMINE IF THE MATERIAL MEETS THE REQUIREMENTS OF THE GENERAL NOTES AND THE LINER MANUFACTURER'S RECOMMENDATIONS FOR COVER MATERIAL. IF IT DOES NOT MEET THIS REQUIREMENT, ANOTHER SOURCE OF MATERIAL SHALL BE PROVIDED BY THE OWNER, AND THE LAKE / POND ENGINEER SHALL BE NOTIFIED IMMEDIATELY. TYPICAL SECTION thru LAKE SCALE: 1/4" = 1'-0" "Spoils" Treatment Notes... 1. THE "SPOILS" MATERIAL DEPICTED ON THIS DETAIL AND ELSEWHERE IN THESE PLANS, SHALL CONSIST OF APPROXIMATELY 75% FINES TO 1"dia. AND 25% 1"dia. TO 3" dia. COBBLES. THE SPOILS MATERIAL SHALL BE MIXED TOGETHER TO PRODUCE A GRANULAR SOIL AND GRAVEL POND BOTTOM SURFACE TO THE LIMITS SHOWN. THE GRAVEL MATERIAL AND SOIL MIXTURE (REFERRED TO AS "SPOILS" ON THESE PLANS) SHALL BE APPROVED FOR COLOR, MIX, AND APPEARANCE BY THE LAKE / POND ENGINEER PRIOR TO PLACEMENT IN THE SHORE TREATMENT. IF THE MATERIAL WHICH MEETS THESE REQUIREMENTS IS FOUND TO EXIST ON SITE, THE LAKE / POND ENGINEER MAY APPROVE THEIR USAGE FOR THIS APPLICATION. 2. PLACEMENT OF THE "SPOILS" MATERIAL SHALL OCCUR IMMEDIATELY AFTER THE CONCRETE VENEER IS PLACED AND IS STILL WET. THE VENEER SHALL HAVE A FLOATED SURFACE TEXTURE. IMMEDIATELY AFTER THE CONCRETE VENEER IS PLACED AND BEFORE IT HAS BEGUN TO SETUP, THE CREW SHALL APPLY THE "SPOILS" MATERIAL BY BROADCASTING BY SHOVEL THE MATERIAL IN A THIN LAYER (AS NOTED ON THE DETAIL) DIRECTLY ATOP THE CONCRETE SURFACE SUCH THAT IT IS COMPLETELY COVERED. ALTERNATE BID ITEM 6" THICK (MINIMUM) APPROVED PLATING MATERIAL BY GRADING CONTRACTOR - SEE GENERAL NOTES FOR ALLOWABLE SOIL TO BE USED BENEATH GEOMEMBRANE LINER ALTERNATEBID ITEMS FOR ALTERNATE BID ITEMS SEE DETAIL ALK2.1 6'-0" APPROXIMATELY 5'-0" 1'-0" LIMITS OF LAKE EDGE SHOWN ON PLAN 6"LAKEWATERSURFACEELEVATIONPER PLAN FREEBOARDELEV. PERSHORE DET'L 1'-6"1'-0" (MIN)LAKE EDGESHOWN ON PLAN(OVERLAP) LIMITS OF 3" THICK CONCRETE VENEER 1'-0"(VARIES) 1 "SPOILS"THICKNESSVARIES 2"(MIN.) TO 4"1 (PER SECTION) COVER WET CONCRETE VENEER WITH "SPOILS" AS CALLED OUT IN "SPOILS" NOTE ON THIS SHEET LAKE SYSTEM MEMBRANE LINER THRU-OUT LIMITS OF LAKE AS CALLED OUT IN LAKE SYSTEM GENERAL NOTES ROCKS AND COBBLES 6"dia. TO 3"dia. LOCATED INTERMITTENTLY ALONG SPOILS TREATMENT IS ALLOWED 3" THICK CONCRETE VENEER REINF. WITH 1" x 1" x 20ga. OCTAGONAL WIRE MESH THRU-OUT 12" THICK SELECT SOIL COVER OVER MEMBRANE LINER TO LIMITS SHOWN ON PLAN VIEW ENLARGED LAKE EDGE DETAIL NO SCALE FILL THIS SPACE WITH 3/4" GRAVEL OR C R U S H E D R O C K ( C O N T I N U O U S ) 5'-0"6'-0" 1 PER SECTION 1 1 TO FIT 1 FITTO 6"6"1'-0"5'-0"6'-0"SHOWN ON PLAN LAKE LIMITS 5'-0"6'-0"5'-0"6'-0"LAKE SHOREPER PLANROUGH GRADE THE LAKE BASINS TO THIS LIMIT +/- 6" WHERE SHOWN ON THE LAKE PLAN VIEW - THE FINISH SURFACE SHALL BE FREE FROM DEBRIS AND ROCKS LARGER THAN 6"dia. AND SHALL BE GRADED AS SHOWN ON THE LAKE PLAN VIEW (UNLESS OTHERWISE NOTED) SLOPE VARIES PER GRADING PLAN THE LAKE CONTRACTOR SHALL INCLUDE AS A PART OF HIS WORK, THE EXCAVATION AND SHORELINE SHAPING REQUIRED TO FIT THE SHORELINE TREATMENT SHOWN - THE EXCESS SOILS SHALL BE STOCKPILED BY THE LAKE CONTRACTOR IMMEDIATELY OUTSIDE THE LAKE SHORELINE FOR FUTURE BACKFILL OVER THE COMPLETED SHORELINE 1 PER SECTION THE LAKE CONTRACTOR SHALL PREPARE THE LINER SUBGRADE, INSTALL WIRE AND CONCRETE VENEER AND APPLY "SPOILS" TREATMENT OVER THE CONCRETE VENEER AS SHOWN ON THIS DETAIL THE LAKE CONTRACTOR SHALL COVERTHE LAKE MEMBRANE LINER WITH SELECT SOIL AS CALLED FOR IN THE GENERAL NOTES Note!! FINISH GRADING AND BACKFILLING BEYOND THAT SHOWN HERE SHALL BE BY OTHERS AND NOT A PART OF THE LAKE CONSTRUCTION WORK SHOWN ON PLAN LAKE LIMITS SHOWN ON PLAN LAKE LIMITS SHOWN ON PLAN LAKE LIMITS LAKE SHOREPER PLANLAKE SHOREPER PLANLAKE SHOREPER PLANFREEB'DEL. PERSHORE DETAIL LAKE WATER SURFACEEL. PERPLAN LAKEWATER SURF.EL. PERPLAN FREEB'D EL. PERSHORE DETAIL LAKEWATER SURFACEEL. PERPLAN FREEB'D EL. PERSHORE DETAIL LAKEWATER SURFACEEL. PERPLAN FREEB'D EL. PERSHORE DETAIL 1. Lake Rough Grading SCALE: 1/4" = 1'-0"2. Lake Shore Shaping SCALE: 1/4" = 1'-0"3. Lake Edge Treatment SCALE: 1/4" = 1'-0"4. Lake Finish Grading SCALE: 1/4" = 1'-0" THE LAKE CONTRACTOR SHALLUSE THE PREVIOUSLY EXCAVATEDAND STOCKPILED SHORELINE SOILMATERIAL TO BACKFILL OVER THELAKE SHORE TREATMENT 45° INSTALL 12" LONG 2x2 WOOD STAKES @ 3'-0" O.C. CONT. - SET TOP OF STAKE AT POND FREEBOARD ELEVATION LAY A SINGLE #2 BAR CONTINUOUS AT TOP OF STAKE AND CONNECT WITH "U" NAILS (1 ea. PER STAKE) STAKES AND #2 BAR ARE TO BE LEFT IN PLACE AFTER BACKFILL LK3.4 AS SHOWNSCALE:SHEET TITLE:SHEET NO: P2122 RAM / APM AS SHOWN DATE: REVISIONS: SCALE: PROJ. NO: DRAWN:LOS GATOS, CALIFORNIALA RINCONADA COUNTRY CLUB06-19-2024 Lake Plans for Submittal 06-19-2024Lake System Construction Drawings2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comLa Rinconada Golf Course Modernization Project17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA05-23-25 PER TOWN COMMENTS2 LK3.41'-6"6"4'-0"PLANTER AREA VARIES 8'-0" - 12'-0" (SEE PLAN)3'-6"1'-0"3'-0" MAX. 1'-0"6"6"6"LAKE WATERSURFACE EL.P E R P L A NF R E E B O A R DE L E V A T I O NP E R P L A N1'-0"1'-0"1'-0"6"LAKE SHORELINESHOWN ON PLAN CURBSHOWN ONPLANPER SHORE DETAIL112LAKE WIDTH VARIES PER PLAN3" THICK CONCRETE VENEER OVERMEMBRANE LINER REINFORCED WITH 1" x1" x 20ga. OCT. WIRE MESH THROUGHOUTCAREFULLY PREPARED NATIVE SOIL SUBGRADE AS DESCRIBED IN THE LAKESYSTEM GENERAL NOTES THROUGHOUT THE LIMITS OF THE LAKE MEMBRANELINER SYSTEMLAKE SYSTEM MEMBRANE LINER AS CALLED OUT IN LAKE SYSTEM GENERALNOTES - INSTALL LINER PER THE REQUIREMENTS OF THESE PLANS AND THE LINERMANUFACTURERCOVER WET CONCRETE VENEER WITH"SPOILS" TREATMENT WHICH VARIESIN THICKNESS FROM 2" THICK(MINIMUM) TO 4" THICK (MAXIMUM) TOCOMPLETELY COVER THE VENEERBELOW. - SEE "SPOILS" TREATMENTNOTES ON EDGE DETAIL FOR MOREINFORMATIONUSE 6 X 8 X 16 CMU BLOCK AS FILLERCOVERED WITH ONE LAYER OF 1" X 1"X 20ga OCT. WIRE MESH CONTINUOUSSPECIAL SOIL MIX FORWATER PLANTS ASSPECIFIED BY THEPROJECT LANDSCAPEARCHITECT (IF REQUIRED)- VERIFY MIX WITHLANDSCAPE ARCH IN THEFIELDNote:AQUATIC PLANT DESIGN AND INSTALLATION BY OTHERS - VARIOUS WATERPLANTS AS SPECIFIED BY THE LANDSCAPE DESIGNER - NOT A PART OFWATER FEATURE CONSTRUCTIONCONCRETE KEY CONTINUOUSTO SIZE SHOWN (TYPICAL)FORM CURB TO SEPARATE SITE SOILSFROM PLANTER SOIL AS SHOWNCONTINUOUS - COVER WITH SPOILSBACKFILL THIS AREA TO LEVELSHOWN WITH 3/4" GRAVEL ORCRUSHED ROCK CONTINUOUSSamplePhoto"Spoils" Note:FOR MATERIALS ANDINSTALLATION OFDECORATIVE SPOILSSEE LAKE SHORELINETREATMENT DETAILS(TYPICAL)ALTERNATEBID ITEMSFOR ALTERNATE BIDITEMS SEE DETAILALK2.1FREEBOARDELEV. PERSHORELINEDETAILPONDWATERSURFACEEL. PERPLAN6"1'-6"LIMIT OF 4" THICK CONCRETE VENEERREINFORCED WITH (2) LAYERS OF1' x 1" x20ga. OCTAGONAL WIRE MESH2'-0"VARIES WITH ROCK SIZEPOND SYSTEM MEMBRANE LINERPER GENERAL NOTESTHROUGHOUT LIMITS OF PONDTO FREEBOARD ELEVATIONPOND BOTTOMSURFACE ANDSHORELINE FINISHSURFACE TREATMENTSHALL BE AS CALLEDOUT ON SHORELINEDETAIL (TYP.)1PER SHOREDETAILFILL ALL VOIDS SOLIDWITH CONCRETESIZE POCKET TO RECEIVESELECTED BOULDERS (6 FOOTBOULDER DIAMETER MAXIMUM)21SamplePhotoBid Note:THE LAKE CONTRACTOR SHALL PROVIDE AUNIT PRICE (PER LINEAL FOOT) AS A PART OFHIS BID FOR THIS SHORE TREATMENT. THELANDSCAPE ARCHITECT SHALL DETERMINETHE LOCATIONS AND EXTENTS OF THISTREATMENT IN THE FIELDALTERNATEBID ITEMSFOR ALTERNATE BIDITEMS SEE DETAILALK2.1SHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comSCALE:1" = 1'-0"SCALE:1" = 1'-0"La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA03-28-202503-28-202505-23-25 PER TOWN COMMENTS2 Liner PanelInstallationLiner PanelField SeamingPipe BootInstallationSubgradePreparationSUBGRADE SHALL BEABSOLUTELY SMOOTH - USEROLLER - COMPACTOR PER"VOLVO model SD70 vibratoryroller" OR LARGER AS REQUIREDAND HAND RAKING TO ACHIEVETHIS LEVEL OF SMOOTHNESSAND UNIFORMITY4" (MIN.) to 6" (MAX.)2" BONDWIDTH MINIMUMPIPEBOOT PIPETAC-TAPESTAINLESSSTEEL CLAMPPIPE BOOT SKIRTWELD ALL 4 SIDESPREPAREDSUBGRADEPIPE BOOTPROVIDE SLACKAT BENDEDEDGEFIELD SEAM (4)SIDESGEOMEMBRANELINERPIPE BOOT1/4" X 2" FLAT STAINLESSSTEEL , ALUMINUM ORPOLYPROPYLENE BARBUTYL TAC TAPE3/8" x 3" LG S.S. ANCHORBOLT, NUT AND WASHER12" O.C. (ABOVE WATERLEVEL) 6" O.C. (BELOWWATER LEVEL)GEOMEMBRANE LINERCONCRETE STRUCTURE1/4" X 2" FLAT STAINLESSSTEEL , ALUMINUM ORPOLYPROPYLENE BARBUTYL TAC TAPE3/8" x 3" LG S.S. ANCHORBOLT, NUT AND WASHER12" O.C. (ABOVE WATERLEVEL) 6" O.C. (BELOWWATER LEVEL)GEOMEMBRANE LINERCONCRETE STRUCTUREPREPAREDSUBGRADESEAM TO BE MADE USING HOT AIR / HOTWEDGE WELDING TECHNIQUESLOOSE EDGE MAY OCCUR ON THERMALSEAMSGEOMEMBRANELINER PERGENERALNOTESVertical SurfaceHorizontal SurfaceField Seal to Concrete StructureField Seam / Splice DetailFactory Fabricated Pipe Boot(on slope) ALL PIPE SIZESThe LAKE System Geomembrane Liner Shall be:30 mil LLDPE-R(Scrim Reinforced LLDPE)as manufactured by . . .1.0 GENERAL1.1 SCOPE OF WORK RELATED TO POND (RESERVOIR) LINER WORK.THE LINER MANUFACTURER PRODUCES REINFORCED LINEAR LOW DENSITYPOLYETHYLENE (LLDPE) GEOMEMBRANE FABRICS IN 30 AND 45 MILTHICKNESSES. THE FOLLOWING INSTALLATION INSTRUCTIONS ARE MEANTAS A MINIMUM SET OF STANDARDS THAT ARE TO BE FOLLOWED. ALL WORKSHALL BE DONE IN STRICT ACCORDANCE WITH THE POND ENGINEER'SDRAWINGS AND SPECIFICATIONS AND THE FABRICATOR'S APPROVED SHOPDRAWINGS.1.2 DESCRIPTION OF THE PRODUCTSLLDPE GEOMEMBRANE FABRICS ARE PRODUCED IN THE FABRICATOR'SFACILITY. THE GEOMEMBRANE IS REINFORCED WITH A 9 X 9, 1000 DENIERWEFT INSERTED WARP KNIT POLYESTER SCRIM. THE SCRIM HAS BEENDESIGNED FOR HIGH TENSILE AND TEAR STRENGTH. IN THE PRODUCTIONPROCESS, THE LONGITUDINAL EDGES OF THE SCRIM ARE ENCAPSULATED BYTHE COATING LAYERS.THE 30 AND 45 MIL LLDPE GEOMEMBRANE FABRICS HAVE BEEN EXTRUSIONCOATED WITH A HIGH FLEXIBILITY MATERIAL. THE COATING ALSO CONTAINSPIGMENTS AND ULTRAVIOLET (UV) INHIBITORS. THE FINISHED MEMBRANESHALL MEET OR EXCEED THE PHYSICAL PROPERTY VALUES SHOWN ON THEDATA SHEET BELOW:2.0 PRODUCTION AND HANDLING OF PANELS2.1 FACTORY FABRICATION OF PANELSGEOMEMBRANE FABRICS ARE FLEXIBLE ENOUGH TO ALLOW FOR FACTORYWELDING AND FOLDING OF PANELS FOR DELIVERY TO THE INSTALLATIONSITE. WHENEVER POSSIBLE THE USE OF FACTORY SEAMS AND LARGEPANELS SHALL BE MAXIMIZED. THE FABRICATOR SHALL PRODUCE THEPANELS WITH WELDS N THE PATTERN AND DIRECTIONS AS SHOWN ON THEPLANS AND / OR THE FABRICATOR'S APPROVED SHOP DRAWINGS.ALL FACTORY WELDS SHALL BE PRODUCED USING A THERMAL WELDINGSYSTEM SUCH AS A HOT WEDGE OR HOT AIR WELDER. THE FABRICATORSHALL HAVE EXPERIENCE IN WELDING A MINIMUM OF 2,000,000 SQUARE FEETOF GEOMEMBRANE FABRIC USING A THERMAL WELDING SYSTEM. THEMINIMUM WIDTH OF FACTORY SEAMS SHALL BE 2". ALL SEAMS SHALL BEINSPECTED TO ENSURE THE QUALITY AND UNIFORMITY OF THE WELDS. ANYPORTION OF THE WELD AREA THAT DOES NOT PASS VISUAL INSPECTION FORREASONS SUCH AS AN UNWELDED EDGES, EXPOSURE OF THE SCRIM, ETC,MUST BE REPAIRED BY THERMAL WELDING OR THE USE OF A PROPERWELDING ROD MATERIAL PRIOR TO THE PANEL BEING SHIPPED.IN ADDITION TO VISUAL INSPECTION, A 48" SAMPLE SHALL BE TAKEN FROMEACH FACTORY SEAM WELDING UNIT USED IN THIS WORK AT THE BEGINNINGOF EVERY WORK SHIFT AND EVERY FOUR HOURS OF PRODUCTIONTHEREAFTER. SAMPLES SHALL BE NON-DESTRUCTIVE AND SHALL NOTREQUIRE PATCHING OF FABRICATED PANELS. TEST SPECIMENS SHALL BECUT AT QUARTER POINTS FROM EACH 48" SEAM SAMPLE (A TOTAL OF 3PLACES) AND TESTED FOR FACTORY SEAM STRENGTH AND PEEL ADHESION.THE SHEAR SEAM STRENGTH SHALL BE TESTED IN ACCORDANCE WITH ASTMD75 1 AS MODIFIED IN ANNEX A OF 54. A LOG SHALL BE MAINTAINED SHOWINGTHE DATE, TIME, PANEL NUMBER AND TEST RESULTS. FAILURE OF THEMATERIAL SEAMS TO MEET ALL OF THE REQUIREMENTS OF THESESPECIFICATIONS SHALL BE CAUSE FOR REJECTION OF THE MATERIAL SEAMS.THE FABRICATOR SHALL PROVIDE THE TEST RESULTS TO THE PONDENGINEER AND / OR OWNER UPON REQUEST.2.2 FABRICATED PANEL PACKAGING AND STORAGEEACH FACTORY FABRICATED PANEL SHALL BE ROLLED ORACCORDION-FOLDED AND PLACED ONTO A STURDY WOODEN PALLETDESIGNED TO BE MOVED BY A FORKLIFT OR SIMILAR EQUIPMENT. EACHPANEL SHALL BE GIVEN PROMINENT AND UNIQUE IDENTIFYING MARKINGSINDICATING THE PROPER DIRECTION OF UNROLLING AND / OR UNFOLDING TOFACILITATE LAYOUT AND POSITIONING IN THE FIELD. THE PANELS SHALL BEPACKAGED AND FULLY ENCLOSED ON A WOODEN PALLET WITH PLASTICCOVER AND SHRINKWRAP AND PROTECTED TO PREVENT DAMAGE DURINGSHIPMENT AND EACH CRATE IS TO BE PROMINENTLY MARKED IN THE SAMEFASHION AS THE PANELS WITHIN. UNTIL NEEDED, PACKAGED FACTORYFABRICATED PANELS SHALL BE STORED IN THEIR ORIGINAL UNOPENEDCRATES IN A DRY AREA, AND PROTECTED FROM THE DIRECT HEAT OF THESUN. DO NOT STACK PALLETS.3.0 INSTALLATION AND FIELD SEAMING3.1 SUBGRADE PREPARATIONTHE SURFACES ON WHICH THE LINING IS TO BE PLACED SHALL BEMAINTAINED IN A FIRM, CLEAN, DRY AND SMOOTH CONDITION DURING THELINING INSTALLATION. ALL EARTHEN SURFACES TO RECEIVE THE LININGSHALL BE COMPACTED AND SMOOTH GRADED WITH FREEBOARDANCHORAGES AS SHOWN ON THE POND SYSTEM DETAILS. ALL SURFACES TORECEIVE THE LINING SHALL BE FREE OF ROCKS, ROOTS, GRAVEL, GRADESTAKES OR DEBRIS THAT MAY PUNCTURE THE GEOMEMBRANE. THESUBGRADE SURFACE TO RECEIVE THE LINING SHALL BE COMPACTED INACCORDANCE WITH THE PROJECT GRADING PLANS. ALL VEGETATION, IFPRESENT, SHALL BE REMOVED. IF GROUNDWATER IS PRESENT WITHIN 12"BELOW THE SURFACE TO BE LINED, THE AREA SHALL BE DEWATERED PRIORTO, AND DURING THE INSTALLATION OF THE LINER. THE LINER SHALL BEINSTALLED AT A HEIGHT ABOVE THE MAXIMUM ANTICIPATED HEIGHT OF THEGROUNDWATER TABLE IF GROUNDWATER IS PRESENT ON THIS SITE.THE LOCATION OF BOTH THE TOP AND BOTTOM OF ALL SLOPES SHALL BECOMPLETED WITHIN PLUS OR MINUS 1 FOOT OF THE PLANED LOCATION. THECOMPLETED FINISH GRADES SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OFTHE SPECIFIED ELEVATION, UNLESS OTHERWISE NOTED ON THESE PLANS.IMMEDIATELY PRIOR TO THE INSTALLATION OF THE GEOMEMBRANE, ACOMPLETE AND DETAILED INSPECTION OF THE EMBANKMENTS SHALL BEPERFORMED BY THE FIELD ENGINEER, EARTHWORK CONTRACTOR ANDGEOMEMBRANE INSTALLER TO DETERMINE ACCEPTANCE OF THE FINISHEDSUBGRADE AND ELEVATIONS. ANY EROSION OR OTHER DAMAGE TO THEBASE MATERIAL WHICH HAS OCCURRED SINCE PLACEMENT SHALL BECORRECTED BY THE GRADING CONTRACTOR.3.2 GEOMEMBRANE INSTALLATIONTHE GEOMEMBRANE SHALL BE PLACED OVER THE PREPARED SURFACES INSUCH A MANNER AS TO INSURE MINIMUM HANDLING AND IN ACCORDANCEWITH THE APPROVED SHOP DRAWINGS AND THE POND PLANS. THE LININGSSHALL BE SEALED TO ALL CONCRETE STRUCTURES AND OTHER OPENINGS INACCORDANCE WITH DETAILS SHOWN HERE AND IN THE APPROVEDFABRICATOR'S SHOP DRAWINGS. THE GEOMEMBRANE LINING SHALL BECLOSELY FITTED AND SEALED AROUND ALL INLETS, OUTLETS AND OTHERPROJECTIONS THROUGH THE LINING USING PREFABRICATED FITTINGS (PIPEBOOTS) AS SHOWN ON THESE PLANS. LINER SHEETS DAMAGED FROM ANYCAUSE SHALL BE REMOVED, REPAIRED, OR COVERED WITH ADDITIONALSHEETING.ONLY THOSE SHEETS OF LINING MATERIAL WHICH CAN BE ANCHORED ANDSEAMED TOGETHER THE SAME DAY SHALL BE UNPACKED AND PLACED INTOPOSITION. IN AREAS WHERE HIGH WIND IS PREVALENT, THE LININGINSTALLATION SHALL BEGIN ON THE UPWIND SIDE OF THE PROJECT ANDPROCEED DOWNWIND. THE LEADING EDGE OF THE LINER SHALL BESECURED AT ALL TIMES WITH SANDBAGS SUFFICIENT TO HOLD IT DOWNDURING HIGH WINDS. THE LEADING EDGES OF THE LINER MATERIAL LEFTEXPOSED AFTER THE DAY'S WORK SHALL BE ANCHORED TO PREVENTDAMAGE OR DISPLACEMENT DUE TO WIND.MATERIALS, EQUIPMENT OR OTHER ITEMS SHALL NOT BE DRAGGED ACROSSTHE SURFACE OF THE LINER OR BE ALLOWED TO SLIDE DOWN SLOPES ONTHE LINING. ALL PARTIES WALKING OR WORKING ON THE LINING MATERIALSSHALL WEAR SOFT SOLED SHOES.3.3 FIELD SEAMSLAP JOINTS SHALL BE USED TO SEAL FACTORY FABRICATED SHEETSTOGETHER IN THE FIELD. THE LAP JOINT SHALL BE FORMED BY LAPPING THEEDGES OF THE SHEETS FOUR (4) TO SIX (6) INCHES. THE CONTACTSURFACES OF THE SHEETS SHALL BE WIPED CLEAN OF ALL DIRT, DUST,MOISTURE AND OTHER FOREIGN MATTER. A MINIMUM 2" BOND SHALL APPLYTO ALL FIELD SEAMS. EXTREME CARE SHALL BE TAKEN THROUGHOUT THEWORK TO AVOID FISHMOUTHS, WRINKLES, FOLDS OR PLEATS IN THE SEAMAREA. IF FISHMOUTHS DO OCCUR, THEY SHALL BE SLIT OUT FAR ENOUGHFROM THE SEAM TO DISSIPATE THEM, LAPPED, SEAMED TOGETHER IN THELAPPED AREA AND PATCHED. ANY NECESSARY REPAIRS TO THEGEOMEMBRANE SHALL BE DONE USING AN ADDITIONAL PIECE OF THESPECIFIED SHEETING APPLIED AS STATED IN SECTION 4 OF THISSPECIFICATION. CLEANUP WITHIN THE LINING COMPOUND SHALL BE ANONGOING RESPONSIBILITY OF THE LINING INSTALLER. PARTICULAR CARESHALL BE TAKEN TO ENSURE THAT NO STONES, SCRAP MATERIAL, TRASH,TOOLS OR OTHER UNWANTED ITEMS ARE TRAPPED BENEATH THE LINER.ALL FIELD SEAMS SHALL BE MADE UTILIZING THE HOT AIR OR HOT WEDGEWELDING TECHNIQUES AS OUTLINED IN APPROPRIATE SECTIONS OF THE EPATECHNICAL GUIDANCE DOCUMENT "INSPECTION TECHNIQUES FOR THEFABRICATION OF GEOMEMBRANE FIELD SEAMS".4.0 INSPECTION AND TESTING OF SEAMS4.1 INSPECTIONUPON COMPLETION OF THE LINER INSTALLATION, ALL SEAMS SHALL BEVISUALLY INSPECTED FOR COMPLIANCE WITH THESE SPECIFICATIONS ANDTHE POND PLANS. IN ADDITION TO VISUAL INSPECTION, ALL FIELD SEAMSSHALL BE CHECKED USING AN AIR LANCE NOZZLE DIRECTED ON THE UPPEREDGE AND SURFACE TO DETECT ANY LOOSE EDGES OR RIFFLES INDICATINGUNBONDED AREAS WITHIN THE SEAM (PER ASTM D4437). ANY DEFECTS INTHE WELD SHALL BE REPAIRED BY THERMAL WELDING.ALL FIELD SEAMS, ON COMPLETION, SHALL BE TIGHTLY BONDED. ANYGEOMEMBRANE SURFACE SHOWING INJURY DUE TO SCUFFING,PENETRATION BY FOREIGN OBJECTS, OR DISTRESS FROM OTHER CAUSESSHALL BE REPLACED OR REPAIRED. ALL EXPOSED SCRIM EDGES SHALL BESEALED WITH AN APPROVED EXTRUSION WELDING BEAD OR CAP STRIPPED.4.3 TESTING OF FIELD SEAMSTEST SEAMS ARE TO BE MADE BY EACH SEAMING CREW AT THE BEGINNINGOF THE SEAMING PROCESS, AND EVERY FOUR (4) HOURS THEREAFTER, OREVERY TIME THE WELDING EQUIPMENT IS CHANGED. EACH SEAMING CREWAND THE MATERIALS THEY ARE USING SHALL BE TRACEABLE ANDIDENTIFIABLE TO THEIR TEST SEAMS. THE SAMPLES SHALL BE NUMBERED,DATED, IDENTIFIED AS TO THE PERSONNEL MAKING THE SEAM, ANDLOCATION MADE, BY APPROPRIATE NOTES ON A PRINT OF THE PANELLAYOUT FOR THE PROJECT. THE COMPLETED FIELD SEAM SAMPLE SHALLMEASURE NOT LESS THAN 14" IN WIDTH AND 24" IN LENGTH.THE FIELD TEST SEAMS ARE TO BE TESTED FOR ADHESION BY USE OF AN AIRLANCE TESTING MACHINE. IF A TEST SEAM FAILS TO MEET THE FIELD SEAMDESIGN SPECIFICATION, THEN ADDITIONAL TEST SEAM SAMPLES WILL HAVETO BE MADE BY THE SEAMING CREW, USING THE SAME TOOLS, EQUIPMENTAND SEAMING MATERIALS, AND RETESTED.5.0 WARRANTYTHE LINING MANUFACTURER SHALL PROVIDE A PRO-RATA WEATHERINGWARRANTY FOR THE GEOMEMBRANE LINER PRODUCT THAT IT IS FREE FROMMANUFACTURING DEFECTS AT THE TIME OF SALE AND AGAINSTDETERIORATION DUE TO THE EFFECTS OF ULTRAVIOLET LIGHT FOR A PERIODOF UP TO 20 YEARS FROM THE DATE OF THE COMPLETED INSTALLATION. THEWARRANTY WILL BE IN FORCE ONLY AFTER THE OWNER OR LEGALREPRESENTATIVE OF THE ENTITY OWNING THE INSTALLED LINER HAS SIGNEDTHE WARRANTY.PIPETAC-TAPESTAINLESSSTEEL CLAMPPIPE BOOTSKIRT WELDALL 4 SIDESPREPAREDSUBGRADEPIPE BOOTPROVIDE SLACKAT BENDED EDGEFIELD SEAM (4)SIDESGEOMEMBRANELINERPIPEBOOTFactory Fabricated Pipe Boot(vertical) ALL PIPE SIZESGeomembrane LinerSpecifications:Contact:TITAN ENVIRONMENTAL, USA950 Beaumont Ave, #830,Beaumont, CA, 92223Mr. Daniel Watson ph: 951-630-0401,daniel.watson@titanenviro.comwww.titanenviro.comSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comNONESCALE:03-28-202503-28-2025La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA05-23-25 PER TOWN COMMENTS2 3'-0"6"6"EQ.EQ.1'-6" CURB1'-0"3"6'-0" (MINIMUM)RETURN3'-0"RETURN6'-0"TROUGH WIDTHCTROUGHWHERE SHOWNON PLANTOE OF SLOPESECSECSECSEC SHORELINETREATMENT ASCALLED OUT ON LAKEPLAN VIEWEARTH COVEROVER MEMBRANELINERSELECTSOILCOVERFORM TROUGH WALLSWITH HAND FORMEDCONCRETEREINFORCED WITHHAND BENT WIREREINF. AS SHOWN3" THICKCONCRETEVENEER REINF. w/1"x1"x20ga.OCTAGONAL WIREMESH OVERMEMBRANE LINERTROUGHPLAN VIEWSECTIONSCALE: 1-1/2" = 1'-0"SCALE: 1/2" = 1'-0"6"6"EQ.EQ.1'-6" CURB1'-0"3"SELECTSOILCOVERFORM TROUGH WALLSWITH HAND FORMEDCONCRETEREINFORCED WITHHAND BENT WIREREINF. AS SHOWNSECTIONSCALE: 1-1/2" = 1'-0"LAKE LIMITS AS SHOWN ON PLANDEPTH PER PLAN VARIES 4'-0" MIN.TO 6'-0" MAX.3" MIN.WATERSURFACEELEVATIONPERPLANLAKEEDGESHOWN ONPLAN 3'-6" MINIMUMDISCHARGEPIPE (LINESIZEPER PLAN)SEAL DISCHARGEPIPE TO LINER ASSHOWN PERDETAIL .ALK3.3CONCEAL FILLPIPE WITHPLANTING ANDROCKS - SEEPLAN VIEWPAINT ALLEXPOSEDPIPELINESBLACK INCOLOR TOCONCEALUSE GROUTED ROCKTO PREVENT EROSIONWHEN FILLINGSHORELINE ASSHOWN PERDETAIL .ALK3.1Note:FOR ALTERNATE LINER SUBGRADETREATMENTS (NOT SHOWN HERE)SEE DETAILALK2.11'-3"6"MIN.PER DETAIL112LAKE EDGE PER PLANVARIES WITH ROCKFILL PIPEPER PLAN1'-0" MIN.PAINT ALLEXPOSEDPIPELINE BLACKIN COLOR TOCONCEALALK3.1SPANBOULDERSOVER FILL PIPETO FURTHERCONCEALWATERSURFACEELEVATIONPERPLAN6" MIN.SHORELINEBEYONDPERCONSTRUCTROCK POCKET ASSHOWN TORECEIVE ROCKS -GROUT ROCKSSOLID IN PLACEWITH CONCRETELAKE LIMITS AS SHOWN ON PLANNote:FOR ALTERNATE LINER SUBGRADETREATMENTS (NOT SHOWN HERE) SEE DETAILALK2.1LAKE WATERSURFACE EL.PER PLAN3'-0"FREEBOARDELEVATIONPER PLAN3" 6"8"6'-0" (APPROXIMATELY)LAKESHORETREATMENTPERLAKE SHORELINE SHOWN ON PLAN STORMFLOW#3 BARS @24" O.C.CONTINUOUS(4) #3 BARSHORIZONTALCONTINUOUSPOURED INPLACECONCRETECUT-OFF WALLCONTINUOUSTERMINATE LINER HEREALK3.1COVER CONCRETE VENEERWITH "SPOILS" TREATMENT TOTHE DEPTH SHOWN ON THECROSS SECTION - COLOR OF"SPOILS" TREATMENT TOMATCH COLOR OF ROCK ANDCOBBLE (TYPICAL)3" MIN. THICK CONCRETEVENEER REINFORCEDWITH 1" x 1" x 20ga.OCTAGONAL WIRE MESHOVER LINER TO LIMITSSHOWN ON PLAN VIEWCAREFULLY PREPARED LINER SUBGRADE PER THEREQUIREMENTS OF THE LAKE SYSTEM GENERAL NOTES -TYPICAL THROUGHOUT LAKE BOTTOM & SHORE SURFACESLAKE SYSTEM MEMBRANE LINER AS CALLED OUT INGENERAL NOTES - INSTALL PER THE REQUIREMENTSOF THESE PLANS AND THE LINER MANUFACTURER"Spoils" Note:FOR MATERIALS ANDINSTALLATION OFDECORATIVE SPOILSSEE LAKE SHORELINETREATMENT DETAILS(TYPICAL)Note:FOR ALTERNATE LINERSUBGRADETREATMENTS (NOTSHOWN HERE) PERALK2.1SHOWN ON PLAN - CONCEALWEIR W/ COBBLE AS SHOWNCOBBLE BOTTOM WHEREVENEER REINFORCED W/WIRE MESH OVER MEMBRANELINER PER GENERAL NOTES1" X 1" X 20 GA. OCT.POND BOTTOMPER PLAN3" THICK CONCRETEEQUAL6"EQUAL11LIMITS OF POND PER PLANLINER FLAP CONT. AS SHOWN- ADHERE TO MEMBRANE LINERW/ LINER-TO-LINER ADHESIVETOP OF WEIRELEV. PER PLANPOND WATERSURFACE ELEV.PER PLANC WEIR1-1/2"1-1/2"1/2" 1/2"PER LINER MFR.10" TYPICAL FOR MORE INFO.PER PLAN - SEE DETAILLK3.5ALK3.6ASTRM WFALLSTREAM / WATERFALLSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comSCALE:SCALE:1" = 1'-0"SCALE:3/4" = 1'-0"3/4" = 1'-0"SCALE:AS SHOWNSCALE:SCALE:1-1/2" = 1'-0"1" = 1'-0"SCALE:AS SHOWNSCALE:AS SHOWN03-28-202503-28-2025La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA05-23-25 PER TOWN COMMENTS2 TOP OFFOOTING.ELEV. +345.50LAKE WATERSURF. ELEV.+347.50TOP OFFREEBOARDEL. +348.005'-0"T.O. WALLELEV. +349.50(EXISTING)2'-0"2'-0"1'-0"1'-0"2'-0"6"4'-0"3'-8"TOP OFFOOTING.ELEV. +345.50LAKE WATERSURF. ELEV.+347.50TOP OFFREEBOARDEL. +348.005'-0"T.O. WALLELEV. +349.50(EXISTING)2'-0"2'-0"1'-0"1'-0"2'-0"6"4'-0"3'-8"TOP OFFOOTING.ELEV. +345.50LAKE WATERSURF. ELEV.+347.50TOP OFFREEBOARDEL. +348.005'-0"T.O. WALLELEV. +349.50(EXISTING)2'-0"2'-0"1'-0"1'-0"2'-0"6"4'-0"3'-8"BACKFILL AND COMPACT SOIL BEHINDBOULDER WALL TO 90% RELATIVEDENSITYEXTEND 4" THICKCONCRETE VENEER (f'C =2500psi MIN.) OVEREXISTING PVC LINERREINFORCED WITH 1" x 1" x20ga. OCT. WIRE MESHCONTINUOUS - PROVIDEEPOXY DOWEL INTOEXISTING VENEER WITH 18"LONG #3 BARS @ 16" O.C. 4"MIN. EMBEDMENT HILTI HY200 V3 EPOXY (ESR 4868)FILL ALL VOIDS BETWEENROCKS AND CONCRETEVENEER SOLID WITHNON-SHRINK GROUT (TYP.)SELECT 3'-0" HIGHBOULDER - SLOPEBACKFILL TO TERMINATEAT BACK OF BOULDEREXISTING WALL FOOTING AND PVC LINER TO REMAIN IN PLACE. DONOT COMPROMISE CONCRETE WALL OR LINEREXISTING DRAINAGE BOARD AND DRAINPIPE TO REMAIN IN PLACECOVER ALL EXPOSED CONCRETE VENEER (EXISTING AND NEW) WITH"SPOILS" - SEE "SPOILS TREATMENT NOTE" FOR MORE INFORMATION1'-6"APPROX.DRAWDOWNPER GCSUPER.11 (MAXIMUM)13 (VFY)DETAIL "1"DETAIL "2"DETAIL "3"1'-6"APPROX.DRAWDOWNPER GCSUPER.1'-6"APPROX.DRAWDOWNPER GCSUPER.BACKFILL AND COMPACT SOIL BEHINDBOULDER WALL TO 90% RELATIVEDENSITYFILL ALL VOIDS BETWEENROCKS AND CONCRETEVENEER SOLID WITHNON-SHRINK GROUT (TYP.)SELECT ROCKS AGAINSTEXISTING VERTICAL WALL -SLOPE BACKFILL TOTERMINATE AT BACK OFBOULDEREXISTING WALL FOOTING AND PVC LINER TO REMAIN IN PLACE. DONOT COMPROMISE CONCRETE WALL OR LINEREXISTING DRAINAGE BOARD AND DRAINPIPE TO REMAIN IN PLACECOVER ALL EXPOSED CONCRETE VENEER (EXISTING AND NEW) WITH"SPOILS" - SEE "SPOILS TREATMENT NOTE" FOR MORE INFORMATION11 (MAX.)13 (VFY)BACKFILL AND COMPACT SOIL BEHINDBOULDER WALL TO 90% RELATIVEDENSITYEXTEND 4" THICKCONCRETE VENEER (f'C =2500psi MIN.) OVEREXISTING PVC LINERREINFORCED WITH 1" x 1" x20ga. OCT. WIRE MESHCONTINUOUS - PROVIDEEPOXY DOWEL INTOEXISTING VENEER WITH #3BARS @ 16" O.C. 4" MIN.EMBEDMENT HILTI HY 200V3 EPOXY (ESR 4868)STACKED 12" CONCRETECMU BLOCKS - SECURE INPLACE WITH NON-SHRINKGROUT (TYP.)RUN SPOILS TREATMENTOVER CMU BLOCKS ANDGROUT AS SHOWN TOCONCEAL - MEET GRASSAT LAKE WATER LEVELEXISTING WALL FOOTING AND PVC LINER TO REMAIN IN PLACE. DONOT COMPROMISE CONCRETE WALL OR LINEREXISTING DRAINAGE BOARD AND DRAINPIPE TO REMAIN IN PLACECOVER ALL EXPOSED CONCRETE VENEER (EXISTING AND NEW) WITH"SPOILS" - SEE "SPOILS TREATMENT NOTE" FOR MORE INFORMATION11 (MAXIMUM)13 (VFY)EXTEND 4" THICKCONCRETE VENEER (f'C =2500psi MIN.) OVEREXISTING PVC LINERREINFORCED WITH 1" x 1" x20ga. OCT. WIRE MESHCONTINUOUS - PROVIDEEPOXY DOWEL INTOEXISTING VENEER WITH 18"LONG #3 BARS @ 16" O.C. 4"MIN. EMBEDMENT HILTI HY200 V3 EPOXY (ESR 4868)EXTEND 4" THICKCONCRETE VENEER (f'C =2500psi MIN.) OVEREXISTING PVC LINERREINFORCED WITH 1" x 1" x20ga. OCT. WIRE MESHCONTINUOUS - PROVIDEEPOXY DOWEL INTOEXISTING VENEER WITH 18"LONG #3 BARS @ 16" O.C. 4"MIN. EMBEDMENT HILTI HY200 V3 EPOXY (ESR 4868)TOP OFFOOTING.ELEV. +345.50LAKE WATERSURF. ELEV.+347.50TOP OFFREEBOARDEL. +348.005'-0"T.O. WALLELEV. +349.50(EXISTING)2'-0"2'-0"1'-0"1'-0"2'-0"6"4'-0"TOP OFFOOTING.ELEV. +345.50LAKE WATERSURF. ELEV.+347.50TOP OFFREEBOARDEL. +348.005'-0"T.O. WALLELEV. +349.50(EXISTING)2'-0"2'-0"1'-0"1'-0"2'-0"6"4'-0"4'-4"DETAIL "1"DETAIL "2"1'-6" APPROX. DRAWDOWN PER GC SUPER. 1'-6" APPROX. DRAWDOWN PER GC SUPER.BACKFILL AND COMPACT SOIL BEHINDBOULDER WALL TO 90% RELATIVEDENSITYEXTEND 4" THICKCONCRETE VENEER (f'C =2500psi MIN.) OVEREXISTING PVC LINERREINFORCED WITH 1" x 1" x20ga. OCT. WIRE MESHCONTINUOUS - PROVIDEEPOXY DOWEL INTOEXISTING VENEER WITH 18"LONG #3 BARS @ 16" O.C. 4"MIN. EMBEDMENT HILTI HY200 V3 EPOXY (ESR 4868)SELECT ROCKS AGAINSTEXISTING VERTICAL WALL -SLOPE BACKFILL TOTERMINATE AT BACK OFBOULDEREXISTING WALL FOOTING AND PVC LINER TO REMAIN IN PLACE. DONOT COMPROMISE CONCRETE WALL OR LINEREXISTING DRAINAGE BOARD AND DRAINPIPE TO REMAIN IN PLACECOVER ALL EXPOSED CONCRETE VENEER (EXISTING AND NEW) WITH"SPOILS" - SEE "SPOILS TREATMENT NOTE" FOR MORE INFORMATIONEXTEND 4" THICK CONCRETEVENEER (f'C = 2500psi MIN.)OVER EXISTING PVC LINERREINFORCED WITH 1" x 1" x20ga. OCT. WIRE MESHCONTINUOUS - PROVIDEEPOXY DOWEL INTOEXISTING VENEER WITH 18"LONG #3 BARS @ 16" O.C. 4"MIN. EMBEDMENT HILTI HY200 V3 EPOXY (ESR 4868)STACKED 12" CONCRETECMU BLOCKS - SECURE INPLACE WITH NON-SHRINKGROUT (TYP.)RUN SPOILS TREATMENT OVER CMU BLOCKSAND GROUT AS SHOWN TO CONCEAL - MEETGRASS AT LAKE WATER LEVEL11 (MAXIMUM)13 (VFY)3"6"3"FILL ALL VOIDS BETWEENROCKS AND CONCRETEVENEER SOLID WITHNON-SHRINK GROUT (TYP.)SPECIAL SOIL MIX FORWATER PLANTS ASSPECIFIED BY THE PROJECTLANDSCAPE ARCHITECT (IFREQUIRED) - VERIFY MIXWITH LANDSCAPE ARCH INTHE FIELDNote:AQUATIC PLANT DESIGN AND INSTALLATION BY OTHERS - VARIOUSWATER PLANTS AS SPECIFIED BY THE LANDSCAPE DESIGNER - NOT APART OF WATER FEATURE CONSTRUCTION11 (MAX.)BACKFILL AND COMPACT SOIL BEHINDBOULDER WALL TO 90% RELATIVEDENSITYEXISTING WALL FOOTING AND PVC LINER TO REMAIN IN PLACE. DONOT COMPROMISE CONCRETE WALL OR LINEREXISTING DRAINAGE BOARD AND DRAINPIPE TO REMAIN IN PLACEFILL ALL VOIDS BETWEENROCKS AND CONCRETEVENEER SOLID WITHNON-SHRINK GROUT (TYP.)Note:AQUATIC PLANT DESIGN AND INSTALLATION BY OTHERS - VARIOUSWATER PLANTS AS SPECIFIED BY THE LANDSCAPE DESIGNER - NOT APART OF WATER FEATURE CONSTRUCTION3"6"3"COVER ALL EXPOSED CONCRETE VENEER (EXISTING AND NEW) WITH"SPOILS" - SEE "SPOILS TREATMENT NOTE" FOR MORE INFORMATIONSPECIAL SOIL MIX FORWATER PLANTS ASSPECIFIED BY THE PROJECTLANDSCAPE ARCHITECT (IFREQUIRED) - VERIFY MIXWITH LANDSCAPE ARCH INTHE FIELD2'-0"1'-0"13 (VFY)1'-0"2'-0"4'-4" SHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comSCALE:3/4" = 1'-0"SCALE:3/4" = 1'-0"03-28-202503-28-2025La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA05-23-25 PER TOWN COMMENTS2 LO C A T I O N O FE X I S T I N G L A K ESHORELINE EDGE -E X I S T I N G E D G EC O N S I S T S O FSLOUGHED OFF SOILA N D S O D I N A NIRREGULAR SHAPEA N D P O S I T I O NOVERFILL THIS AREA ASSHOWN TO ALLOW FORCUTTING OF THE LAKESHORELINE CONTINUOUSTHE LAKE EDGE SHALL BE FILLED WHERE SHOWN ON THE PLAN VIEWIN COMPACTED LIFTS PER THE REQUIREMENTS OF THE LAKEGRADING AS CALLED OUT IN THE "LAKE EDGE GRADING NOTES"SHOWN THIS DETAILLake Edge Over excavation and Compacted Fillonly occurs in lake edge "fill" areas shown on the lake plan viewWATERSURF. ELEXISTING2'-0" (MIN.) 4'-0" (MINIMUM)SEE PLAN VIEW FOREXISTING LAKE LIMITSSEE PLAN VIEW FORNEW LAKE LIMITS5'-0" (MIN.)EXISTING LAKEEDGE PER PLAN OVER EXCAVATE AND FILL PER NOTES LK3.1ANEW LAKE SHORELINE TREATMENTWHERE SHOWN ON THE LAKE PLAN VIEWAND TO BE CONSTRUCTED PER DETAILN E WLAKEEDGEP E RPLANVIEW FILL AREA TO LIMITS SHOWN ON PLANVIEW WHERE SHOWN ON PLANLake Edge Grading Notes(does not apply to project mass grading)1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE BUILDING CODE AND ALL LOCAL CODES AND ORDINANCES. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUNDFACILITIES WITHIN THE WORK AREA. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN SHALL BE DEEMED TOBE APPROXIMATE. THE OWNER SHALL BE RESPONSIBLE FOR LOCATING, MARKING AND IF NECESSARY, SHUTTING DOWN AND/OR RELOCATING ALL UNDERGROUND UTILITIES AND RELATED FACILITIES ORIRRIGATION LINES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. THE OWNER SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-542-2444 2 WORKING DAYS PRIOR TO THESTART OF CONSTRUCTION FOR ASSISTANCE FROM THE RESPECTIVE UTILITIES. ALL UTILITIES NOT A MEMBER OF U.S.A. SHALL ALSO BE NOTIFIED.2. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH AND OTHER OBJECTIONABLE DEBRIS, INCLUDING EXISTING SOD AND OTHER ORGANIC MATERIALS, SCARIFIED TO A DEPTH OF 1 FOOT ANDWATERED AND COMPACTED TO 90% RELATIVE DENSITY IN LAKE AREAS PER THE REQUIREMENTS OF A.S.T.M. DESIGNATION D-1557-65T, OR AS APPROVED BY THE LAKE ENGINEER. THE FILL MATERIAL SHALL BEPLACED IN COMPACTED LAYERS AS SHOWN ON THE LAKE EDGE CONSTRUCTION DETAILS AND FILLED AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. THIS PROCEDURE SHALLAPPLY ONLY TO THE LAKE SHORELINE FILLS ON THIS PROJECT AND IS NOT INTENDED TO BE USED FOR BUILDINGS OR OTHER STRUCTURES.3. ALL EXISTING LAKE BOTTOM SOIL SHALL BE REUSED IN THE LAKE AREA, WITH REMOVED ORGANICS, BUSHES, TREES, ETC. TO BE STOCKPILED ADJACENT TO THE LAKE FOR REMOVAL / DISPOSAL BY THEOWNER.4. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATEDVEGETATION AND DOMESTIC ANIMALS, OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE OWNER SHALL PROVIDE A SUFFICIENT WATER SOURCE FORCONSTRUCTION WATER AND SHALL BE RESPONSIBLE FOR ALL WATER COSTS THROUGHOUT THE COMPLETION OF THE LAKE CONTRACTOR'S WORK.5. THE OWNER SHALL DESIGNATE WORK EQUIPMENT TRAVEL PATHS THRU THE PROJECT WHICH ALLOWS THE CONTRACTOR TO ACCESS THE WORK AREA WITH EQUIPMENT AND SHALL ALTER GOLF PLAY ASREQUIRED TO PROTECT THE SAFETY OF THE CONTRACTORS WORKMEN DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL MAKE A REASONABLE EFFORT TO PROTECT EXISTING IRRIGATIONCOMPONENTS ETC. DURING THE COURSE OF THE WORK HOWEVER THE OWNER SHALL BEAR THE COSTS OF REPAIRING OR REPLACING ANY AND ALL COMPONENTS AND / OR LANDSCAPING DAMAGED WITHIN THEDESIGNATED ACCESS AREAS AFTER THE COMPLETION OF THE WORK.6. THE LAKE CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE AND ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS ANDSPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE LAKE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER'S REPRESENTATIVEAND THE LAKE ENGINEER. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE LAKE ENGINEER AND THE OWNER'SREPRESENTATIVE FOR A PROPER RESOLUTION. IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR.7. THE LAKE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THE LAKE CONTRACTOR SHALL WORK WITH THE OWNER TO PROVIDE FOR THE GOODCONDITION OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.8. NEITHER THE OWNER, NOR THE LAKE ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS AS THEY PERTAIN TO THE LAKE CONTRACTOR. THE LAKE CONTRACTOR SHALL DESIGN, CONSTRUCTAND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANDREGULATIONS. THE LAKE CONTRACTOR SHALL PROVIDE TO THE OWNER, PRIOR TO THE START OF WORK, WORKER'S COMPENSATION INSURANCE, PRODUCTS AND COMPLETED OPERATIONS INSURANCE ANDCOMPREHENSIVE LIABILITY INSURANCE CERTIFICATES.IMPORTANT!! BECAUSE OF THE UNCERTAINTY OF THE VOLUME OF ORGANICS ON THE BOTTOM OF THE LAKE, IT IS IMPOSSIBLE TO BE ACCURATE WITH THE GRADING QUANTITIES. IT IS THE INTENT OFTHE OWNER AND THE LAKE ENGINEER THAT THE ORGANIC MATERIAL BE MIXED WITH THE EXISTING SOIL BENEATH THE ORGANICS IN SUCH A MANNER SO AS TO MAKE IT SUITABLE FOR THE SUBGRADE BENEATHTHE LAKE LINER. THE LAKE SIZE AND SHAPE AS DEPICTED HERE SHALL BE ADJUSTED IN THE FIELD SO THAT NO IMPORT OR EXPORT OF MATERIAL IS REQUIRED. THE OWNER SHALL DETERMINE THOSE AREAS TORECEIVE LESS OR MORE FILL AS REQUIRED TO BALANCE THE MATERIAL.F R E E B O A R DE L E V . P E RS H O R E L I N ED E T A I LL A K E W A T E RS U R F A C E E L .P E R P L A N6"6'-0" APPROXIMATELYLAKE - WIDTH VARIES PER PLANLAKE SHORELINE SHOWN ON PLAN "LAID BACK" SHORELINEAS SHOWN PER DETAIL .ALK3.1SEAL EQUALIZER PIPETO SHORELINE ASSHOWN ON THE LINERDETAIL .ALK3.32'-0"(MINIMUM)LAKE 162-1/2" dia.6" 3'-8"8" 6" (MIN.) AIR GAP POND BOTTOMSURFACE ANDSHORELINE FINISHSURFACETREATMENT SHALLBE AS CALLED OUTON SHORELINEDETAIL (TYPICAL)CONCEAL FILL PIPE WITH PLANTING ANDROCKS - SEE PLAN VIEWPAINT ALL EXPOSED PIPELINES BLACK INCOLOR TO CONCEAL2"dia. SCH 40 PVCEQUALIZER PIPELINESIZE SCH 40 PVC DISCHARGE PIPE PERLEVEL CONTROL TABLE2"dia. SCH 40 PVCEQUALIZER PIPEMECHANICAL LEVELCONTROL VALVE BOXPLASTIC VALVE BOX PER "CARSON" 24SERIES OR ENGINEER APPROVED EQUALWITH BOLT-DOWN LIDCONTACT:(www.oldcastleinfrastructure.com)M E C H A N I C A LLEVEL CONTROL VALVEVALVE PER "CLA-VAL" MODEL#124-14 FLOATACTUATED LAKE LEVEL CONTROL VALVEWITH CLASS 150 STEEL BODY ANDTHREADED ENDS, #304 S.S VALVE TRIM ANDBUNA N SYNTHETIC RUBBER PARTS -IMPORTANT!!! THIS VALVE ISDESIGNED TO OPEN ONLY WHENSUFFICIENT PRESSURE IS AVAILABLE FROMTHE IRRIGATION STATION SYSTEM MAIN LINE- SET TO OPEN ONLY ABOVE 88 PSI (VERIFY)- USE #X102A THROTTLING SYSTEM300S-20-200 @ 88psiCONTACT: www.cla-val.comLINESIZE BRONZEGATE VALVECONCEAL VALVEBOX w/ PLANTING(BY OTHERS)LINESIZE SCH 80 PVC SLIP / THREADADAPTOR WITH S.S. STRAP ANDTHREAD END (TYPICAL (2) PLACES)ADD PEA GRAVEL UNDER MECHANICALLEVEL CONTROL VALVE BOX FORDRAINAGELAKE FILL PIPE FROMDOMESTIC WATER SOURCEIMPORTANT!!ALL PVC INSIDE MECHANICAL LEVELCONTROL VALVE BOX SHALL BE SCH 80- ALLPIPE OUTSIDE THE VALVE BOX SHALL BESCH 40 (TYPICAL)USE 10"dia. 100 PSI P.I.P. PIPE ASSHOWN FOR STILLING WELL10" x 2" SCH 40PVC SADDLE10" 100 PSI P.I.P.PIPE CAP2'-6"USE GROUTED ROCK TO PREVENT EROSIONWHEN FILLING1'-0" (MIN.) SHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comSCALE:1" = 1'-0"SCALE:1/2" = 1'-0"La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA03-28-202503-28-202505-23-25 PER TOWN COMMENTS2 +5+0-5-10+6+4+3+2+1-1-2-3-4-8-6-7-9+5+0-5-10+6+4+3+2+1-1-2-3-4-8-6-7-9+7+8+9+10+11+12+7+8+9+10+11+126'-0"(APPROX.)LAKE - WIDTH VARIES PER PLANSHORELINESHOWN ONLAKE PLAN 4'-0"(MIN.)LAKE WATERSURFACEELEVATIONPER PLANLAKE LINERELEVATION PERPLANDEPTH PER PLAN EQUAL APPROX.(SEE LAKE PLAN)EQUAL APPROXIMATELY (SEE LAKE PLAN)AERATIONDIFFUSERAS SHOWNPERBLK4.2AERATIONVALVE BOXAS SHOWNPERALK4.2LAID BACK SHORELINETREATMENT PERRUN NON-PERFORATED WEIGHTED HOSE IN 2"dia. SCH 40 PVCSLEEVE - CUT HOLE IN VALVE BOX TO FIT OUTSIDE DIAMETEROF SLEEVE - DO NOT USE FITTINGS IN SLEEVE OTHER THANLONG SWEEP FITTINGS TO AVOID CRIMPING IN WEIGHTED HOSE- WEIGHTED HOSE TERMINATES AFTER HOSE EXITS CONCRETEVENEER AT A MINIMUM OF 3'-0" DEPTH3/4"dia. WEIGHTED HOSE PERDIFFUSER MANUFACTURERFILL THIS SPACE SOLIDWITH CONCRETELIMIT OF LAKE LINERBEYONDAERATIONSYSTEMPIPINGWHERESHOWN ONLAKE PLANALK3.1ALTERNATEDIFFUSERTHE LAKECONTRACTOR SHALLBID AN ALTERNATE TOTHIS DIFFUSER ASSHOWN ON DETAILBLK4.2WHERE EARTH COVEROCCURS ABOVE LINERSET DIFFUSER ATOPEARTH COVERMATERIAL (TYPICAL)Note:FOR ALTERNATE LINER SUBGRADE TREATMENTS(NOT SHOWN HERE) SEE DETAILALK2.1Aeration System Notes1. THE AERATION EQUIPMENT SYSTEM SHOWN ON THESEPLANS SHALL BE OF THE SINGLE-PISTON COMPRESSOR TYPECAPABLE OF PROVIDING A MINIMUM OF TEN (10) TURNOVERSOF THE ENTIRE LAKE SYSTEM VOLUME IN A 24-HOUR PERIOD.THE SYSTEM SHALL BE AS MANUFACTURED BY E.P. AERATIONOF SAN LUIS OBISPO, CALIFORNIA OR LAKE ENGINEERAPPROVED EQUAL. THE SYSTEM SHALL INCLUDE (2) 1/3hpCOMPRESSORS WITH ALL APPLICABLE ELECTRICALCOMPONENTS AND ACCESSORIES IN EACH CABINET. THEPOWER REQUIREMENTS FOR EACH CABINET IS . . . . . . 120vac,SINGLE PHASE, 18 AMPS. EACH CABINET SHALL BE MOUNTEDTO THE CONCRETE WALL AS SPECIFIED BY THE SYSTEMMANUFACTURER. THE AERATION CABINET SHALL BESUPPLIED WITH A 120v. SINGLE PHASE POWER CABLE WITHPLUG AS SHOWN.2. THE AERATION SYSTEM EQUIPMENT INCLUDESCOMPRESSORS ONLY..... NO OZONE!!THE AERATION SYSTEM MANUFACTURER SHALL PROVIDEPRODUCT CUT SHEETS AND SHOP DRAWINGS IN AUTOCADFORMAT TO THE LAKE ENGINEER FOR APPROVAL PRIOR TOPROVIDING PRICING TO THE LAKE CONTRACTOR. THE LAKEENGINEER SHALL DETERMINE IF THE AERATION EQUIPMENTSUPPLIED BY THE AERATION MFR IS SUITABLE FOR THISPROJECT.3. THE AERATION SYSTEM SUPPLIER SHALL PROVIDE AS APART OF HIS SYSTEM (6) SETS OF OPERATIONS ANDMAINTENANCE MANUALS WHICH CLEARLY DESCRIBE THEMAINTENANCE AND REPAIR OF EACH COMPONENT OF THESYSTEM. THE MANUALS SHALL BE 8-1/2 X 11 FORMAT BOUNDAND SHALL CONTAIN MANUFACTURER'S SHOP DRAWINGS,MATERIALS LISTS WITH SOURCES AND BOTH WRITTEN ANDGRAPHIC DESCRIPTIONS OF ALL MONTHLY, QUARTERLY ANDYEARLY MAINTENANCE PROCEDURES FOR ALL COMPONENTSOF THE SYSTEM. THE MANUFACTURER SHALL ALSO INCLUDEA TRIP TO THE SITE AFTER INSTALLATION FOR SYSTEMSTART-UP AND FOR 6-HOURS OF ON-SITE TRAINING OF THEPROJECT MAINTENANCE STAFF IN THE OPERATION ANDMAINTENANCE OF THE AERATION SYSTEM.Panel Mounting:L2x2x1/4 VERT. MOUNTED PANEL SUPPORTS SPACED TO FITTHE AER'N PANEL MOUNTING BRACKETS - CONNECT PANELTO SUPPORTS WITH STAINLESS STEEL BOLTS NUTS ANDWASHERS TO SIZE SPECIFIED BY AERATION SYSTEM PANELMANUFACTURER - SUPPORTS SHALL BE HOT-DIP GALVANIZEDPRIOR TO INSTALLATIONNote!!PANEL SHALL BEDESIGNED FOROUTDOOR USE(TYPICAL)PER VAULT DETAIL PER AERATIONCABINET MFR'SSHOP DRAWINGSCAERATIONCABINET2"dia.2"dia. PERVAULTDETAIL1"dia. BALL TYPEHOSE BIBB(NORMALLYCLOSED) TOALLOW FORDRAINAGE OFCONDENSATEISOLATION VALVEWITH INLINECHECK VALVE ASSUPPLIED BY THEAERATIONMANUFACTURERPRESSURE GAUGEAS SUPPLIED BYTHE AERATIONSYSTEM MFR (ONEPER COMPRESSOR)LINESIZE SCH40PVC PIPE ANDFITTING (TYP.)CLAMP AERATIONPIPES TO WALLWITH PRE-FAB PIPECLAMPS PER(TYPICAL)LK4.3AAERATION DISCH.PIPELINE TO VALVE ATLAKE EDGE WHERESHOWN ON PLAN VIEWPER DETAILLK4.2ALINESIZE TRU-UNION BALL VALVEIS NORMALLYOPENLINESIZE PVCSWING CHECKVALVE PER "FLO"SERIES 1520SOLVENT WELD TOSIZE SHOWN4 PLEX GFCIPROTECTED110v. OUTLETFROM SITEELECTRICALBY OTHERSPERVAULT DETAILSEAL AERATION PIPE TOCONCRETE FLOOR ASSHOWN ON PUMPSTATION DRAWINGSADJACENTCABINET WHEREOCCURS2'-0"SPACE BETWEENCABINETS(TYPICAL)2"dia.AERATIONDISCHARGE WHENIN VAULT (TYP)SEE VAULT DETAILFOR SPACINGBETWEEN CABINETSWHEN IN VAULTPERVAULTDETAIL Multiple Cabinets Mounted on Interior WallExterior Mounted Cabinet(feet provided by mfr)View Inside AerationCabinet (2 compressors)SHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.com1" = 1'-0"SCALE:3/8" = 1'-0"SCALE:La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA03-28-202503-28-202503-28-202503-28-202505-23-25 PER TOWN COMMENTS2 1'-0" MIN.CPIPETRENCH WIDTHPER DETAILLK4.3BLENGTH TOFIT REQ'DBLOCK AREAT E EELBOW C A P WIDTH TO FIT REQ'D BLOCK AREA LENGTH TO FIT REQ'D BLOCK AREA WIDTH TOFIT REQ'DBLOCK AREAWIDTH TOFIT REQ'DBLOCK AREALENGTH TOFIT REQ'DBLOCK AREAT Y P I C A L S E C T I O NGENERAL NOTES1. TABLE IS BASED ON 2000lb/ft² SOIL BEARINGALLOWANCE. IF CONDITIONS ARE FOUND TOINDICATE SOIL BEARING IS LESS, THE AREASSHALL BE INCREASED ACCORDINGLY.2. AREAS FOR PIPE LARGER THAN 18"dia. SHALL BECALCULATED.3. CONCRETE SHALL HAVE A MINIMUMCOMPRESSION STRENGTH OF 2000psi.4. THRUST BLOCK IS TO EXTEND TO UNDISTURBEDSOIL.5. SIZE MAY BE DECREASED FOR LESSER DEGREEBENDS AS DETERMINED BY THE ENGINEER.6. KEEP CONCRETE CLEAR OF BELL AND SPIGOTJOINTS.7. BLOCK IN SIMILAR MANNER AT TEES, HYDRANTS,PLUG OR OTHER LOCATIONS AS REQUIRED8. IF CONCRETE BLOCKS CANNOT BE POURED,THEN USE TIE-RODS OR OTHER APPROVEDMETHOD TO RESTRAIN THRUSTPIPESIZEWATER PIPETEE, CAP,90° BENDS45° & 22.5°BENDS3 FT²4 FT²6 FT²9 FT² 5 FT²7 FT²12 FT²15 FT²13 FT²23 FT²29 FT²4" & LESS6"8"10"12"16"18"THRUST BLOCK AREAREQUIREMENTSNOTE:C O N T R A C T O R S H A L LPROVIDE THRUST BLOCKSF O R A L L I N G R O U N DPIPING 4"dia. AND LARGER3 FT²3 FT²3 FT²AROUND4" MIN.ALLBox Color:USE GREEN COLORED BOX INGRASS AREAS AND LIGHT BROWNCOLORED BOX IN SOIL AREAS"CARSON" MODEL910-2B BOLT DOWNLID"CARSON" PLASTICVALVE BOX MODEL#910-1CUT HOLE IN BOX BOTHENDS TO FIT OUTSIDEDIAMETER OF PIPELINE1"dia. PVC BALL VALVE PER"HAYWARD" SAFE BLOCKTRUE UNION WITH UNIONFITTINGS BOTH ENDSINTEGRAL1" LONG X 1"dia. PVCNIPPLE1" X 1/2"dia. PVCREDUCERCONNECT WEIGHTEDAERATION HOSE TOREDUCER WITH S.S.CLAMP - RUN WEIGHTEDHOSE IN 2"dia. PVCSLEEVE TO LAKE (NOTSHOWN HERE)RUN NON-PERFORATEDWEIGHTED HOSE PER"HINDE" OR APPROV.EQ. TO AERATION DISKIN LAKE BOTTOMBACKFILL AGAINSTBOX WITH "CLEAN"BACKFILL OR SANDPROVIDE 4" (MIN.) THICKLAYER OF GRAVEL ORCRUSHED ROCK ASSHOWN AS DRAIN2'-0"APP R O X . 3'-0" W I D E5'-0" LONG4'-0" APPROX.2'-0" APPROX.3/4" THICK PVC PLATE - ATTACH TOUNDERSIDE OF EACH LEG WITH 2"LONG STAINLESS STEEL SCREWSCONNECT WEIGHTED HOSE TODIFFUSER STUB-OUT HEREALTERNATE DIFFUSERTHE LAKE CONTRACTOR SHALL BID THISDIFFUSER AS AN ALTERNATE TOTHOSE DIFFUSERS SHOWN ON PLANCONNECT WEIGHTED HOSE ATOTHER END TO VALVE IN VALVEBOX WHERE SHOWN ON PLAN VIEWInformation and Sales Contact:www.bioboost.cajody@bioboost.cadavid@bioboost.caph: 905-830-5555 fax: 905-830-55259" MIN.4" MIN.6"MIN.4" MIN.CLEARCPIPECPIPE9" MIN.4" MIN.TRENCH WIDTHTO FIT PIPE SIZES4" MIN.CLEARCPIPECOMPACTED NATIVES O I L ( R O C K F R E E )COMPACTED NATIVES O I L ( R O C K F R E E )4" MIN.CLEAR4" MIN.CLEARTRENCH - SINGLE PIPETRENCH - MULTIPLE PIPEBANOTE: TRENCH BACKFILLSHALL CONFORM TO ASTMD2321 UNLESSOTHERWISE APPROV. BYTHE WATERFEATUREENGINEERNote:4" MIN. THICK SAND FOUNDATIONREQUIRED WHERE EXCAVATEDTRENCH BOTTOM CONSISTS OF SHARPEDGES OR RIDGES OR HAS HIGHPOINTS OF LOCALIZED LOADINGSWHICH MAY PUNCTURE THE PIPE ASDETERMINED BY THE WATER FEATUREENGINEER IN THE FIELDTOTAL TRENCH DEPTHBACKFILL SHALL OCCUR IN 6"LIFTS AND SHALL BECOMPACTED TO 90% RELATIVECOMPACTION (ALL TRENCHES)TRENCH WIDTHTO FIT PIPE SIZESSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comNONESCALE:NONESCALE:1-1/2" = 1'-0"SCALE:NONESCALE:La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA03-28-202503-28-202505-23-25 PER TOWN COMMENTS2 Pump Station Notes:1. THE TRANSFER SYSTEM PUMP(S) SHALL BE PER MODEL, SIZE, HORSEPOWER, ETC.SHOWN ON THE "PUMP LIST" ON THIS DETAIL. THE PUMP SHALL BE VERTICALLYMOUNTED ON A PRE-FAB SCREENED STEEL BASE INCLUDING STEEL THREADEDDISCHARGE SUPPLIED BY THE PUMP MFR. THE PUMP SHALL BE LOOSELY SET ON THEFLOOR OF THE VAULT AS SHOWN.2. THE LAKE CONTRACTOR SHALL INCLUDE AS A PART OF THE PUMP STATION WORK,ELECTRICAL HOOK-UP OF ALL ELECTRICAL COMPONENTS INSIDE THE PUMP STATIONAS DEPICTED ON THIS DETAIL. THE WORK SHALL BE PREFORMED IN ACCORDANCEWITH THE N.E.C. AND LOCAL CODES AND ORDINANCES AND BY A QUALIFIED LICENSEDELECTRICAL CONTRACTOR.3. ALL PVC PIPE SHOWN ON THIS SHEET SHALL BE SCH40 PVC OR BETTER WITH MFRPROVIDED SOLVENT WELD FITTINGS UNLESS OTHERWISE SHOWN OR UNLESSOTHERWISE SUPPLIED BY THE MANUFACTURER OF THE MATERIALS.4. THE PUMPS, CONTROLS AND PIPE FITTINGS SHOWN ON THIS DETAIL SHALL BECONSTRUCTED BY A LAKE CONSTRUCTION COMPANY FAMILIAR WITH THIS TYPE OFPUMP AND SYSTEM CONTROLS AND SHALL INCLUDE PUMPS, VALVES, FITTINGS,CONTROLS, WIRING AND ELECTRICAL HOOK-UP TO MAKE A COMPLETE ANDOPERATIONAL TRANSFER PUMP SYSTEM CAPABLE OF DELIVERING THE FLOWS ATTHE PRESSURE INDICATED ON THESE PLANS. THE PRE-FAB PUMP VENDOR SHALLPREPARE SHOP DRAWINGS FOR APPROVAL BY THE LAKE ENGINEER PRIOR TO STARTOF PUMP FABRICATION. SHOP DRAWINGS AND SUBMITTALS SHALL INCLUDE DATACUT SHEETS FOR ALL COMPONENTS AND A STRUCTURAL DRAWING FOR PUMPMOUNTING.5. THE PUMP STATION WET WELL SHALL BE PRE-FABRICATED POLYETHYLENE WITHGRADE RING AND GRATE COVER AS REQUIRED TO ACHIEVE THE INSIDE HEIGHTDIMENSION SHOWN. THE WET WELL, GRADE RING, GRATE COVER AND LATERAL PIPECONNECTION SHALL BE PER "ADS NYOPLAST" OR LAKE ENGINEER APPROVED EQUAL.CONTACT: PH: 770-632-2443, www.adspipe.com.THE CONTRACTOR SHALL INCLUDE:A. PRE-FAB GRATE COVER CUT TO FIT OPENING SHOWN. THE GRATE SHALL BESET IN A SINGLE PIECE WITH A SLOT CUT TO RECEIVE THE DISCHARGE PIPE.THE GRATE SHALL BE BOLTED DOWN TO THE TOP OF THE WET WELL USING THEBOLT-DOWN ADAPTER PROVIDED BY THE GRATE MANUFACTURER.B. PIPE CONNECTION HOLES AT EACH PIPE PENETRATION WITH A DIAMETEREQUAL TO THAT SHOWN ON THIS PLAN AND FITTED WITH A MANUFACTURERSUPPLIED SLEEVE TO CONNECT TO THE PIPE SHOWN.C. KNOCKOUTS OR HOLES TO RECEIVE THE ELECTRICAL CABLE TO SUPPLYPOWER TO THE PUMP WHERE CALLED FOR ON THIS DETAIL.THE WET WELL VENDOR SHALL PREPARE SHOP DRAWINGS FOR THE WET WELL,GRATE, GRATE SUPPORT AND LATERAL PIPE CONNECTION FOR APPROVAL BY THELAKE ENGINEER PRIOR TO FABRICATION.6. ALL MFR'S PRODUCT CALLOUTS SHOWN ON THESE PLANS SHALL BE CONSIDERED"OR LAKE SYSTEM ENGINEER APPROVED EQUAL" UNLESS OTHERWISE NOTED. THELAKE SYSTEM CONTRACTOR SHALL SUBMIT MFR'S PRODUCT DATA SHEETS FORAPPROVAL BY THE LAKE SYSTEM ENGINEER PRIOR TO ORDERING MATERIALS.7. THESE DRAWINGS REPRESENT THE FINISHED FACILITY, THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE LAKE SYSTEM CONTRACTOR SHALL PROVIDEALL MEASURES NECESSARY TO PROTECT THE SURROUNDING FACILITIES DURINGCONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING,SHOREING, ETC. FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.LAKEWATERSURFACEEL. +353.00LAKELINER EL.+344.00(VERIFY)7'-6 5/16" 16'-5 3/8"PIPE INV.EL.+345.50(VERIFY)1'-9"WETWELLFIN.FLOOREL.+343.75(VERIFY)6'-0"2'-6"1'-8"1'-8"1'-0" 5'-2"1'-4"TOP OFWET WELLEL. +360.20(VERIFY)7'-2 3/8"FLOW 6"dia. 8"dia.FLOW8"dia. DISCHARGE PIPETO LOCATION SHOWNON PLAN VIEWLAKEPump List....PUMPSERVICE MANUFACTURER / MODEL # CAPACITY HP TURBINE# PH/VOLTS/HZTRANS-FER575gpm@ 35' tdh10CP06-160-1 1/240/60CARRY PUMPS STAINLESS STEELSUBMERSIBLE VERTICAL TURBINEFLOW PUMP MODEL#CP06-0100-231-T5'-3"3'-3"1'-4"8'-2"2'-6" WET WELL1'-8"1'-0"EQUALEQUAL5'-3" 3'-3"8'-2"2'-11"3'-3"8'-2"2'-6" WET WELL1'-8"1'-2"WETWELLWETWELLWET WELLFLOWSecPump Station Plan ViewPump Station Cross SectionPump Curve & DimensionsUNDER-DRAIN1'-6"MODELNOTESMANUFACTURERSYMBOL# ITEMTYPE12345678CHECKVALVECHECKVALVEBUTTERFLYVALVEBALLVALVE90deg ELLREDUCERBUSHINGWAFER TYPE E.I. &BRONZE EPDM SEATSCH 80 SPRINGLOADEDWAFER TYPE E.I. &BRONZE EPDM SEATSCH 80 PVC - COMPRFITTINGS BOTH ENDSSCH 80 PVC SOLVENTWELDTUFSKIN, INC.www.universalsales.bizSEKISUI IND. PIPINGwww.si-valve.comTUFSKIN, INC.www.universalsales.bizSEKISUI IND. PIPINGwww.si-valve.comDURAwww.duraflow.comCV SERIESITEM #CKBS SERIESITEM #80SIZE SHOWN w/ S.Snuts, bolts & washersSOLVENT WELD,BUNA-N, seal per planSIZE SHOWN w/ S.Snuts, bolts & washersSIZE SHOWN, inf.adjust, plastic handleUSE MFR RequiredPrimer, Solvent WeldFittings List . . . .SCH 80 PVC SOLVENTWELDDURAwww.duraflow.comUSE MFR RequiredPrimer, Solvent WeldSLIP / FLGADAPTERSCH 80 PVC - BOLT /SOLVENT WELDDURAwww.duraflow.comUSE MFR RequiredPrimer, Solvent WeldEQUALEQUALEQ.EQ.FLOWWET WELL INTAKEPIPE FROM LAKE(LINESIZE PER PLAN)65 m3/hr(285gpm) @ 5m(16.5') tdh3VFDREQ'D1/240/60CARRY PUMPS STAINLESS STEELSUBMERSIBLE VERTICAL TURBINEFLOW PUMP MODEL#CP04-0300-231-T3'-9"MIN. SUBMERGENCE Lake#16BAWET WELL INTAKEPIPE FROM LAKE(LINESIZE PER PLAN)8"dia.SEAL INTAKE PIPE TO WET WELLWALL WITH COLLAR PROVIDEDBY THE WET WELL MFRTRANSFER PUMP AS CALLEDOUT ON TABLE (THIS DETAIL) -SET LOOSELY ON WET WELLFLOORBOLT DOWN COVERGRATE PROVIDED BYTHE WET WELL MFR -CUT U-SHAPED SLOTTO RECEIVEDISCHARGE PIPETRANSFER PUMP CONTROLPANEL AS PROVIDED BY THEPUMP MANUFACTURER8"dia.CONCRETE SLAB ASDETAILED ON CROSSSECTION (THISDETAIL)DASHED LINEINDICATESREQUIRED CLEARSPACE IN FRONT OFPUMP STATIONCONTROL PANEL PERCODETRANSFER SYSTEMPUMP CONTROLPANEL AS PROVIDEDBY THE PUMPMANUFACTURERAIR RELEASE VALVEPER DETAILLK6.1D6"THICK CONCRETESLAB (F'C = 2500PSIMINIMUM)REINFORCED WITH#4 BARS @ 300MM(12") O.C. EACH WAYTRANSFER PUMP ASCALLED OUT ONTABLE (THIS DETAIL) -SET LOOSELY ONWET WELL FLOORUSE LINESIZE SCH80PVC SLIP / THREADCOUPLING TOCONNECTDISCHARGE PIPE TOPUMP DISCHARGEUSE LINESIZE SCH80PVC DISCHARGE PIPERISERCONCRETE COLLAR(F'C = 2500PSIMINIMUM)REINFORCED WITH#4 BARS @ 12" O.C.EACH WAY TO SIZEAND CONFIGURATIONSHOWNWET WELL AS DESCRIBED IN PUMPSTATION NOTES - THE WET WELL WILLBE FABRICATED IN SECTIONS WITHCONNECTOR COUPLINGS SUPPLIED BYTHE VENDOR - CONTACT VENDOR FORSPECIFIC GUIDELINES FORINSTALLATION REQUIREMENTSWRAP GRAVELBACKFILL WITH ASINGLE LAYER OF 8OZ/SY GEOTEXTILEFABRIC ALL AROUNDWET WELLIF PIPE SIZE SHOWNON PLAN IS LARGERTHAN SHOWN HEREUSE REDUCERBUSHING TO MATCHAT THIS LOCATION(TYPICAL)8"dia. DISCHARGE PIPETO LOCATION SHOWNON PLAN VIEWWATERTIGHT BOTTOMSEAL PROVIDED BY THEWET WELL MFRSEAL INTAKE PIPE TOWET WELL WALL WITHCOLLAR PROVIDED BYTHE WET WELL MFRRUN POWER CORD TOCONTROL PANEL PERPUMP MANUFACTURER'SREQUIREMENTSBOLT DOWN COVERGRATE PROVIDED BYTHE WET WELL MFR -CUT U-SHAPED SLOT TORECEIVE DISCHARGEPIPETHE GRAVEL BACKFILLMATERIAL SHALL BECRUSHED STONE OROTHER GRANULARMATERIAL MEETING THEREQUIREMENTS OFCLASS II MATERIAL PERASTM D2321 - PLACEUNIFORMLY COMPACTEDTO 90% STANDARDDENSITY 6"dia.58"dia.757175ACCEPTABLEMOUNTING LOCATIONFOR AERATIONCABINET - SEE PLANFOR QUANTITYACCEPTABLEMOUNTING LOCATIONFOR AERATIONCABINET - SEE PLANFOR QUANTITYSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.com3/4" = 1'-0"SCALE:La Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA03-28-202503-28-202505-23-25 PER TOWN COMMENTS2 CLPIPEPIPE BOOT OF THE SAMEMATERIAL AS THE MEMBRANELINER TO BE PRE-FAB-RICATED BY THE LINERMFR - SEE DETAILCLEAR INTAKE PIPEINVERT ELEV.PER PLANWATER SURF. EL.PER PLANLK3.3 - INTAKE PIPE TO SIZE AND WHERELOCATED ON PLAN VIEW - EXTENDPIPE THRU LINER AND EARTHCOVER AS SHOWN TO SUPPORT SCREENPRE-FABRICATED STEEL BOXSCREEN SUPPORTED ON ENDOF INTAKE PIPE AS SHOWNON DETAIL SEE PLANFOR MORE INFORMATIONB-LAKE MEMBRANE LINER WITH PROTECTIVE COVERAS DESCRIBED IN LAKE SYSTEM GENERAL NOTESINTAKE PIPETO PUMP STATIONAS SHOWN ONPLAN VIEWCAREFULLY PREPARED LINERSUBGRADE AS DESCRIBED INLAKE SYSTEM GENERAL NOTES6"6"CL'R.6"2"EQUALEQUALEQUAL EQUAL TO FIT PIPE SIZESHOWN ON PLAN 2'-0"2'-0"2'-0"3/16" THICK STEEL PLATE ONSCREEN TOP, BOTTOM ANDAT CONNECTION TO PIPE -WELD ALL EDGECONNECTIONSL1-1/4 X 1-1/4 X 1/8STEEL POSTSINSIDE OF SCREENAT TWO FRONTCORNERS OFTHIS ASSEMBLY1/2" EXPANDEDWIRE MESH(3) SIDES ASSHOWN - WELDALL EDGESTO POSTS ANDSTEEL PLATEEDGESL1-1/2 x 1-1/2 X 1/8STEEL FRAMEAT PERIMETEROF ALL SCREENEDOPENINGS -WELD TO STEELPLATES ANDTO EACH OTHERAT ENDS - ALLENDS SHALLBE MITEREDSTEEL PIPE SLEEVESIZED TO FIT THIS OUT-SIDE DIAMETER OF THEINTAKE PIPE SHOWN ONTHE PLAN VIEWDRILL 3/4"dia. HOLEIN TOP OF SLEEVEAND TOP OF INTAKEPIPE - LOCK SCREENTO PIPE WITH LOOSE5/8"dia. S.S. PINALL WELDED EDGES SHALLBE GROUND SMOOTH AND THISENTIRE ASSEMBLY SHALL BEHOT DIP GALVANIZED AFTERFABRICATIONNote:ExistingPVCNew RPENew TITUSINDUSTRIALG-25 Tapeper specsbelowcenter tapeon this edge4" to 6"overlapAIR RELEASE VALVEBRONZE COVER PETCOCK PER"GRAINGER" ITEM# 5MYW1CONTACT:www.grainger.com/productAIR RELEASE VALVE SAMPLEPHOTODISCHARGE PIPETO SIZE SHOWNON PLANSCH 40 PVCSOLVENT WELDSADDLE (25mm(1") dia. xLINESIZE)SCH 40 PVCSOLVENT WELDREDUCERBUSHING (TOFIT VALVE)SCH 80 PVCCLOSE NIPPLE(TO FIT VALVE)AIR RELEASEVALVE - SEE AIRRELEASE VALVENOTE ON THISDETAIL FORMORE INFOSHEET TITLE:SHEET NO:P2122RAM / APMAS SHOWNDATE:REVISIONS:SCALE:PROJ. NO:DRAWN:LOS GATOS, CALIFORNIA LA RINCONADA COUNTRY CLUB06-19-2024Lake Plans for Submittal 06-19-2024Lake System Construction Drawings 2120 Megan Creek Dr.Little Elm, TX 75068714-321-2330 lakemaker@aol.com714-356-1400 lakemaker18@yahoo.comSCALE:NONESCALE:NONESCALE:NONELa Rinconada Golf Course Modernization Project 17400 WEDGEWOOD AVE & 17445 ZENA AVE, LOS GATOS, CA03-28-202503-28-202505-23-25 PER TOWN COMMENTS2