CONSTRUCTION S R SYSTEM VICINITY MAP B- GEOTECHINCAL BORING LOCATION G- MONITORING WELL LOCATION GP-6A LANDFILL GAS PROBE LOCATION POINT LOCATION MAP DESCRIPTION SHEET EISTING CONDITIONS ECAVATION GRADES R GRADES 5 NORTHWEST SLOPE AND INTERIM LEACHATE ETRACTION PLANS 6 CROSS-SECTIONS 7 UNDERDRAIN AND R DETAILS 8 R DETAILS 9 R TERMINATION DETAILS SURFACE WATER DETAILS INTERIM LEACHATE ETRACTION DETAILS LEAK DETECTION SYSTEM DETAILS CALPINE ROAD REALIGNMENT PLAN AND PROFILE POINT TABLE HORIZONTAL:VERTICAL Sacramento PERMITTED LANDFILL FOOTPRINT LIMIT APPROIMATE EISTING MODULE LIMIT 6 in DIA. LEACHATE ETRACTION PIPE NUMBER Redding PROPERTY BOUNDARY A INDE VICINITY Stockton Oakland San Francisco Modesto San Jose Fresno Monterey DETAIL/SECTION DESIGNATION WHERE SECTION/ DETAIL IS LOCATED WHERE SECTION/ DETAIL IS FIRST REFERENCED Bakersfield SITE Santa Barbara Los Angeles ABBREVIATIONS AB AGGREGATE BASE AC ASPHALT CONCRETE CMP CORRUGATED METAL PIPE CPP CORRUGATED POLYETHYLENE PIPE DST DOUBLE-SIDED TETURED FT HDPE HIGH DENSITY POLYETHYLENE HMA HOT MI ASPHALT IE INVERT ELEVATION IN INCHES MSL MEAN SEA LEVEL NTS NOT TO SCALE SSV SELECT SOIL VENEER GENERAL NOTES. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 9, 8. DATUM: NAVD88.. POINTS BASED ON NAD8 CA STATE ZONE IV.. THE SITE IS LOCATED IN UNINCORPORATED MONTEREY COUNTY. THE APPLICABLE CALIFORNIA SALES TA RATE IS 7.75%.. CONTRACTOR WORK HOURS MAY OCCUR BETWEEN 6 AM AND 6 PM MONDAY THROUGH SATURDAY UNLESS APPROVED OTHERWISE. THE POSTED PUBLIC GATE HOURS ARE MONDAY THROUGH FRIDAY 7 AM TO PM AND SATURDAY 8 AM TO PM. SOURCE: U.S.G.S. :, MAP; MONTEREY, CALIFORNIA, 98. 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH Rev. YYYY-MM-DD DESCRIPTION PREPARED DESIGN REVIEW APPROVED DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 ENTERPRISE WAY, SUITE 9 (96) 786- SHEET in No. Rev. 77979 of Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R.dwg San Diego
PROPERTY BOUNDARY PERMITTED LANDFILL FOOTPRINT ACCESS FROM DEL MONTE BOULEVARD APPROIMATE EISTING MODULE LIMIT APPROIMATE BORROW/STOCKPILE LIMIT LIMIT SAL INA SR IVE AND CALPINE REALIGNMENT EARTHWORK BOUNDARY R POND BOUNDARY SITE ENTRANCE MATERIALS RECOVERY FACILITY AREA ADMINISTRATION BUILDING SCALES MODULE CONTRACTOR STAGING AREA STOCKPILE COMPOSTING OPERATION MODULE MODULE TRUCK YARD ADMINISTRATION AND MAINTENANCE SHOP. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 9, 8. DATUM: NAVD88.. PROTECT EISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS ASSOCIATED WITH DAMAGES TO ANY UTILITIES INCURRED BY THE CONTRACTOR OR ASSOCIATED SUBCONTRACTORS. MODULE 5 CONTRACTOR'S STAGING AREA MODULE MONTEREY REGIONAL WATER POLLUTION AGENCY WASTEWATER TREATMENT PLANT CALPINE ROAD REALIGNMENT ( ) CLAY STOCKPILE CONCRETE RECYCLING SAND STOCKPILE SAND PROCESSING WATER SOURCE '' = ' 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH YYYY-MM-DD DESCRIPTION DESIGNED PREPARED REVIEWED APPROVED DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 ENTERPRISE WAY, SUITE 9 (96) 786- EISTING CONDITIONS in 6 NO. 77979 of Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R PLANS.dwg Last Edited By: jraub Date: 9-- Time::: PM Printed By: JRaub Date: 9-- Time:8:5:56 AM
(79) Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R PLANS.dwg Last Edited By: jraub Date: 9-- Time::: PM Printed By: JRaub Date: 9-- Time:8:6:5 AM Ax x6 7 8 9 5 55 56 5 6 8 7 5 6 5 5 7 5 6 5 6 6 6 6 66 67 68 6 65 B- 6 % CC-B G- 8 8 % % GT- G-7 6 7 69 7 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH D x x 6 SAND BORROW AREA PERMITTED LANDFILL FOOTPRINT APPROIMATE EISTING MODULE LIMIT LIMIT SEE INSERT BELOW x xx APPROIMATE ALIGNMENT OF MODULE UNDERDRAIN D' 6 SEE SHEET 5 FOR POINTS EISTING MODULE UNDERDRAIN (APPRO.) APPROIMATE LOCATION OF EISTING FOUR UNDERDRAIN PIPES. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 9, 8. DATUM: NAVD88.. PROTECT EISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS ASSOCIATED WITH DAMAGES TO ANY UTILITIES INCURRED BY THE CONTRACTOR OR ASSOCIATED SUBCONTRACTORS.. ELEVATED STORAGE TANKS AND ELECTRICAL SUPPLY WITHIN THE FOOTPRINT OF THE PROPOSED ECAVATION AND/OR FILLS SHALL BE REMOVED BY OTHERS.. SALVAGE AND DELIVER TO OWNER. 5. SEE SHEET FOR TABLE. 6. SEE, DETAIL FOR WELL ABANDONMENT REQUIREMENTS. G-7 GP-6A B- MONITORING WELL x x LANDFILL GAS PROBE B' 6 B 6 x xx POINT (NOTE 5) GEOTECHINCAL BORING MODULE WATER WELL (NOTE 6) B- 7.5% 7 8 % % % % % 7 5 6 6 8 9 5 55 56 8 7 5 6 5 5 GT- 9 7 5 G- 6 6 7 DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 FLOATING DOCK AND STANDPIPES TO BE REMOVED (NOTE ) x x C' 6 C 6 x xx ENTERPRISE WAY, SUITE 9 (96) 786-9 8 EISTING STORM DRAIN PIPE TO BE REMOVED (NOTE ) 8 8 77979 5 7 5 6 ECAVATION GRADES NO. '' = 6' A' x xx6 8 7 7 75 76 6 MODULE 5 PROTECT IN-PLACE EISTING LANDFILL GAS UTILITIES 9 9 PROPOSED STORMWATER BASIN 96 5 9 9 9 9 95 of 97 in
D 6 EISTING MODULE UNDERDRAIN (APPRO.) MODULE Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R PLANS.dwg Last Edited By: jraub Date: 9-- Time::: PM Printed By: JRaub Date: 9-- Time:8::7 AM Ax x6 6 59 56 9 55 5 57 6 58 5 7 6 5 8 5 5 5 9 8 8 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH x x x xx UNDERDRAIN STORMWATER CHANNEL 5 7 5 7 D' 6 % INTERIM LEACHATE ETRACTION PLAN 9 APPROIMATE LOCATION OF FOUR UNDERDRAIN PIPES (NOTE ) 5 NORTHWEST SLOPE PLAN. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 9, 8. DATUM: NAVD88. TOPOGRAPHY MODIFIED TO INCLUDE ( ).. CONTRACTOR TO EPOSE UNDERDRAIN PIPES () A MINIMUM OF BEYOND THE EISTING DAYLIGHT POINT AT EDGE OF MODULE AND ETEND ALONG THE SIDE SLOPE TO DRAIN AT A % SLOPE. CONTRACTOR SHALL INITIALLY ECAVATE AND EPOSE UNDERDRAIN PIPING AT THE EDGE OF THE MODULE R FOR DESIGN ENGINEER'S INSPECTION AND REVIEW. BASED ON ACTUAL PIPING CONDITIONS ENCOUNTERED, DESIGN ENGINEER MAY ISSUE A DESIGN CHANGE FOR THE UNDERDRAIN CONSTRUCTION.. CONTRACTOR TO EPOSE THE EISTING GEOMEMBRANE R FOR MODULES AND 5 AND THE EDGE OF R AT FT SPACING. CONTRACTOR SHALL ADJUST TIE-IN GRADES TO MATCH THE EISTING MODULES AND 5 EDGE OF R.. SEE SHEET FOR R POINT TABLE. x x B' 6 B 6 x xx % % 9 8 7 PERMITTED LANDFILL FOOTPRINT LIMIT LCRS PIPE SAND BORROW AREA APPROIMATE EISTING MODULE LIMIT 6 in DIA. LEACHATE ETRACTION PIPE PROPOSED UNDERDRAIN PIPE 7.5% 6 6 % % % % % 8 8 DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 LCRS PIPE 8 R DETAIL STORMWATER CHANNEL R POINT (NOTE ) x x C' 6 C 6 x xx NEW SACRIFICIAL GEOMEMBRANE COVER AREA FOR EROSION BLANKET AND STRAW WATTLE INSTALLATION ENTERPRISE WAY, SUITE 9 (96) 786-9 6 7 5 7 77979 6 8 5 R GRADES NO. '' = 6' A' x xx6 5 6 MODULE 5 8 6 7 9 8 of in
% 8 x EQUIPMENT TO BE REMOVED BY OTHERS 5 8 6-MIL GEOMEMBRANE SIDE-SLOPE R TIE-IN -MIL GEOMEMBRANE TO EISTING 6-MIL GEOMEMBRANE (NOTE 5) EISTING HDPE RAIN GUTTER 6 9 5 5 6 6 8 H: 5 PERMITTED LANDFILL LIMIT 5 9 R ANCHOR NEW HDPE RAIN GUTTER NO. MODULE UNDERDRAIN ALIGNMENT (APPRO.) TIE NEW HDPE GUTTER INTO EISTING GUTTER 6 6 8-INCH DIA. LEACHATE RISER 6-INCH DIA. LCRS PIPE TERMINATION 58 5 57 5 5 67 5 7 6 5 5 6 7 8 9 % UNDERDRAIN PIPES ( PIPES) BOOT TIE-IN (NOTE ) NEW HDPE RAIN GUTTER NO. 5 7 59 65 66 % 5 5 8 % 8 x % 6 Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R PLANS.dwg Last Edited By: jraub Date: 9-- Time::: PM Printed By: JRaub Date: 9-- Time:8::5 AM 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH SIDE SLOPE R TERMINATION 5 9 UNDERDRAIN OUTLET STORMWATER CHANNEL UNDERDRAIN PIPE BOOT R ANCHOR 5 5 9 5 7 8 x NORTH SLOPE UNDERDRAIN SCALE "=5' 7 6 5 7 x x5 % 7 6 NORTHWEST SLOPE PLAN % APPROIMATE LIMIT OF -MIL SACRIFICIAL GEOMEMBRANE (NOTE ) % DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 SCALE "=6' ENTERPRISE WAY, SUITE 9 (96) 786- x x5 PERMITTED LANDFILL FOOTPRINT APPROIMATE EISTING MODULE LIMIT LIMIT INTERIM LEACHATE ETRACTION PLAN 6 in DIA. LEACHATE ETRACTION PIPE NORTHWEST SLOPE AND INTERIM LEACHATE ETRACTION PLANS NO. 77979 '' = 5' 5. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 9, 8. DATUM: NAVD88. TOPOGRAPHY MODIFIED TO INCLUDE ( ).. CONTRACTOR TO EPOSE UNDERDRAIN PIPES () AT EDGE OF MODULE AND ETEND ALONG THE SIDE SLOPE TO DRAIN AT A % GRADE.. SEE SHEET FOR AND R POINT TABLES.. THE ENTIRE -MIL SACRIFICIAL GEOMEMBRANE SHALL BE BALLASTED BY SAND BAG S PER THE TECHNICAL SPECIFICATIONS. 5. GEOMEMBRANES ALONG ENTIRE EPOSED MODULE GEOMEMBRANE. '' = 6' 6 POINT (NOTE ) R POINT (NOTE ) 5 of 5 in
LIMIT OF WORK LIMIT OF WORK 8 8 MOD. 5 6 JUNE 9, 8 TOPOGRAPHY DETAIL 6 7 R GRADE % APPRO. DETAIL DETAIL 7 8 EISTING R - - 5 6 7 8 9,,,,,,5,6,7 DISTANCE () SCALE "=6' VERT. SCALE x A 6 CROSS-SECTION A-A' Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R PLANS.dwg Last Edited By: jraub Date: 9-- Time::: PM Printed By: JRaub Date: 9-- Time:8::9 AM 8 6 LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK 8 8 MOD. MOD. - - 5 55 DISTANCE () 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH LIMIT OF WORK ACCESS ROAD. TOPOGRAPHIC PROFILE GENERATED FROM TOPOGRAPHIC INFORMATION PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 9, 8.. CONTRACTOR TO EPOSE THE EISTING GEOMEMBRANE R FOR MODULES AND 5 AND THE EDGE OF R AT A MAIMUM OF FT SPACING AND AT ALL ANGLE POINTS. CONTRACTOR SHALL ADJUST TIE-IN GRADES TO MATCH THE EISTING MODULES AND 5 EDGE OF R. 9 SCALE "=' VERT. SCALE x JUNE 9, 8 TOPOGRAPHY B 6 R GRADE CROSS-SECTION B-B' 8 EISTING R 8 6 6 TIE TO EISTING GRADE 6 - - 5 6 R GRADE - - LIMIT OF WORK SCALE "=' VERT. SCALE x 5 9 DISTANCE () DA 6 DETAIL 8 6 DISTANCE () DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 ACCESS ROAD CROSS-SECTION D-D' 9 JUNE 9, 8 TOPOGRAPHY 7 DETAIL SCALE "=' VERT. SCALE x CA 6 ENTERPRISE WAY, SUITE 9 (96) 786- EISTING STORMWATER BASIN CROSS-SECTION C-C' JUNE 9, 8 TOPOGRAPHY R GRADE CROSS-SECTIONS NO. 77979 '' = ' '' = 6' 8 8 6 EISTING R 6 of 8 6 6 in
APPRO. FT MIN. OVERLAP GEOTETILE in 6 in DIA. SDR- PERFORATED HDPE LEACHATE COLLECTION PIPE LEACHATE DRAINAGE GRAVEL 8 oz GEOTETILE FT FT SACRIFICIAL GEOMEMBRANE COVER ANCHOR TRENCH BACKFILL HDPE PIPE BOOT ENGINEERED FILL FT MIN. FT MIN. ENGINEERED FILL 6 mil SINGLE-SIDED TETURED (TETURED SIDE DOWN) HDPE R GEOSYNTHETIC CLAY R DRAINAGE GRAVEL FT SACRIFICIAL GEOMEMBRANE COVER CUT EISTING RS NEW PIPE TO EISTING PIPE 6 mil SINGLE-SIDED TETURED (TETURED SIDE DOWN) HDPE R GEOSYNTHETIC CLAY R DRAINAGE GRAVEL FT ENGINEERED FILL 5 FT EISTING ENGINEERED FILL EISTING 6 mil SINGLE-SIDED TETURED HDPE R EISTING GEOSYNTHETIC CLAY R EISTING DRAINAGE GRAVEL FT 6 mil DOUBLE-SIDED TETURED (TETURED SIDE DOWN) FT in DIA. SOLID SDR HDPE PIPE WEST DOWN SLOPE ANCHOR TRENCH FT MIN. VARIES 8 oz GEOTETILE in DIA. PERFORATED SDR 7 HDPE PIPE in DIA. HDPE COUPLING in DIA. SOLID SDR 7 HDPE PIPE NEOPRENE GASKET TWO () STAINLESS STEEL CLAMPS (OUTSIDE OF BOOT) VARIES SEE NOTE 8 oz GEOTETILE in DIA. SOLID SDR HDPE PIPE EISTING MODULE WEST DOWN SLOPE ANCHOR TRENCH EISTING 8 oz GEOTETILE EISTING in DIA. PERFORATED SDR 7 HDPE PIPE EISTING in DIA. HDPE COUPLING EISTING in DIA. SOLID SDR 7 HDPE PIPE EISTING NEOPRENE GASKET (TO BE REMOVED) EISTING STAINLESS STEEL CLAMPS (OUTSIDE OF BOOT) (TO BE REMOVED) EISTING in DIA. HDPE ELBOW (TO BE REMOVED) SCALE "=' - -7 LCRS SECTION SACRIFICIAL GEOMEMBRANE COVER SCALE "=' - UNDERDRAIN PIPE BOOT DETAIL 5-7 SCALE "=' x 5x7 TIE-IN UNDERDRAIN PIPE BOOT DETAIL FT MIN. FT 5. FT MIN. 6 in DIA. SDR- PERFORATED HDPE LEACHATE COLLECTION LATERAL DRAINAGE GRAVEL 8 oz GEOTETILE 6 mil DOUBLE-SIDED TETURED GEOMEMBRANE % 6 mil SINGLE-SIDED TETURED (TETURED SIDE DOWN) GEOSYNTHETIC CLAY R (GCL) ft MIN. FT FT Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R DETAILS.dwg Last Edited By: jraub Date: 9-- Time::5: PM Printed By: JRaub Date: 9-- Time:8:5:8 AM FT MIN. 6 mil SINGLE-SIDED TETURED HDPE GEOMEMBRANE (TETURED SIDE DOWN) GEOSYNTHETIC CLAY R (GCL) 6 mil SINGLE-SIDED TETURED (TETURED SIDE DOWN) FT GEOSYNTHETIC CLAY R (GCL) DRAINAGE GRAVEL 6 in DIA. SDR- PERFORATED HDPE LEACHATE COLLECTION LATERAL SCALE "=' SACRIFICIAL GEOMEMBRANE COVER - -7 FT.5 ft MIN. 5. FT MIN. FT.5 FT MIN. 5 FT MIN. H 8 oz GEOTETILE 5 FT MIN. FT NORTHWEST SLOPE LEACHATE COLLECTION TRENCH % 6 mil DOUBLE-SIDED TETURED GEOMEMBRANE 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH SCALE "=' 5- -7 WEST SLOPE TOE FT FT FT FT 5 FT.5H 5 FT WATER TABLE ft MIN. ENGINEERED FILL in DIA. SDR- PERFORATED HDPE PIPE FT in DIA. SOLID HDPE PIPE FROM MODULE FT DRAINAGE GRAVEL 8 oz GEOTETILE DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 SCALE "=' 6-5-7 ENTERPRISE WAY, SUITE 9 (96) 786- % UNDERDRAIN AND NORTH SLOPE R DETAIL 77979 FT MIN. UNDERDRAIN AND R DETAILS NO. '' = ' SACRIFICIAL GEOMEMBRANE COVER FT OPERATIONS LAYER. GEOSYNTHETICS EAGGERATED FOR CLARITY.. DETAIL ON THIS SHEET DOES NOT SHOW NEW PERFORATED UNDERDRAIN PIPE.. DETAIL ON THIS SHEET DOES NOT SHOW SOLID MODULE UNDERDRAIN PIPE. A SEPARATE PIPE BOOT WILL BE INCLUDED FOR THIS PIPE. 7 of 7 in
FT MODULE FT 6 mil DOUBLE-SIDED TETURED (TETURED SIDE DOWN) NEW SACRIFICIAL GEOMEMBRANE 6 mil SINGLE-SIDED TETURED HDPE R (TETURED SIDE DOWN) GEOSYNTHETIC CLAY R 5 ft.% MODULE 5 FT NEW GEOMEMBRANE TO EISTING GEOMEMBRANE EISTING 6 mil HDPE RUB SHEET (TO BE REMOVE) EISTING ASPHALT CHIP ROAD BASE (TO BE REMOVE) EISTING 8 oz GEOTETILE (TO BE REMOVE) FT FT SCALE "=' - BOTTOM R -8 FT SCALE "=' FT - 5-8 EISTING GEOSYNTHETIC CLAY R EISTING 6 mil SINGLE-SIDED TETURED HDPE R EISTING DOWN SLOPE ANCHOR TRENCH TIE-IN SIDE SLOPE R SECTION FT EISTING INTERIM COVER REFUSE EISTING EISTING FT BENCH COMPACTED CLAY LIFTS INTO EISTING EISTING R ANCHOR TRENCH ft CUT AND REMOVE GEOMEMBRANE 6 mil SINGLE-SIDED TETURED (TETURED SIDE DOWN) FT EISTING GROUND SURFACE EISTING 6 mil SINGLE-SIDED TETURED SCALE "=' - -8 TIE-IN EISTING MODULE R TERMINATION MODULE 5 Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R DETAILS.dwg Last Edited By: jraub Date: 9-- Time::5: PM Printed By: JRaub Date: 9-- Time:8:6: AM 6 mil SINGLE-SIDED TETURED GEOMEMBRANE (TETURED SIDE DOWN) FT EISTING PLYWOOD (TO BE REMOVED) TO EISTING GEOMEMBRANE EISTING AGGREGATE BASE (TO BE REMOVED) CUT AND REMOVE GEOMEMBRANE EISTING R ANCHOR TRENCH 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH SCALE "='. GEOSYNTHETICS EAGGERATED FOR CLARITY.. EPOSED SACRIFICIAL GEOMEMBRANE ON THE MODULE SIDESLOPE WILL BE REMOVED IN THE FUTURE BY OTHERS. - -8 ft in TIE-IN EISTING MODULE 5 R TERMINATION REMOVE EISTING RAIN CAP ANCHOR IF PRESENT AND DISPOSE OF AT ACTIVE LANDFILL FACE EISTING DRAINAGE LAYER EISTING H EISTING 6 mil SINGLE-SIDED TETURED GEOMEMBRANE (TETURED SIDE DOWN) EISTING INTERIM COVER EISTING REFUSE ETRUSION HDPE CROSS SUPPORT ( ft O.C.) FLOW 6 / in DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 SCALE "=' ENTERPRISE WAY, SUITE 9 (96) 786-5- 5-8 /8 in THICK PREFABRICATED HDPE RAIN GUTTER OR EQUIVALENT / in RAIN GUTTER DETAIL 77979 mil SACRIFICIAL GEOMEMBRANE 6 mil SINGLE-SIDED TETURED (TETURED SIDE DOWN) GEOSYNTHETIC CLAY R (GCL) R DETAILS NO. '' = ' 8 of 8 in
FT FT ANCHOR TRENCH BACKFILL SACRIFICIAL GEOMEMBRANE COVER 6 mil SINGLE-SIDED TETURED (TETURED SIDE DOWN) GEOSYNTHETIC CLAY R FT FT ENGINEERED FILL SACRIFICIAL GEOMEMBRANE COVER 6 mil SINGLE-SIDED TETURED (TETURED SIDE DOWN) FT WEST DOWN SLOPE ANCHOR TRENCH FT FT GEOSYNTHETIC CLAY R (GCL) FT FT ANCHOR TRENCH BACKFILL SCALE "=' - 5-9 SIDE SLOPE R TERMINATION SECTION SCALE "=' - 5-9 WEST SLOPE R ANCHOR 6 mil SINGLE-SIDED TETURED (TETURED SIDE DOWN) 6 mil HDPE RUB SHEET FT 5 FT ACCESS ROAD - RECYCLED BASEROCK (MATERIAL PROVIDED BY OWNER) 8 oz GEOTETILE.75 ft.% INSTALL STRAW WATTLE EVERY FT VERTICALLY STORMWATER CHANNEL INSTALL EROSION BLANKET 5 FT CONFORM GRADE TO EISTING TOPOGRAPHY Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R DETAILS.dwg Last Edited By: jraub Date: 9-- Time::5: PM Printed By: JRaub Date: 9-- Time:8:6:5 AM.5% IF IN CUT IF IN FILL ANCHOR TRENCH BACKFILL.% FT FT ft 8 ft 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH SCALE "=' SCALE "=' 6 in ASPHALT CONCRETE in CLASS II AGGREGATE BASE - -9 - -9 SOUTH SLOPE ANCHOR TENCH CALPINE REALIGN ROAD SECTION FT MIN. FT IF IN CUT IF IN FILL DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 ENTERPRISE WAY, SUITE 9 (96) 786- R TERMINATION DETAILS NO. 77979 '' = '. GEOSYNTHETICS EAGGERATED FOR CLARITY. 9 of 9 in
7 8 7 7 9 5 9 9 9 9 5 MODULE 5 SILT FENCE 5 FT.% H VARIES H ACCESS ROAD - RECYCLED BASE ROCK (MATERIAL PROVIDED BY OWNER) 8 oz GEOTETILE 75 76 9 95 89 FT 96 88 SCALE "=' - - TYPICAL PERIMETER CHANNEL DETAIL in DIA. SDR 7 PERFORATED HDPE PIPE R LIMIT 97 77 86 in DIA. SDR SOLID HDPE ELBOWS in DIA. SDR SOLID HDPE PIPE - -7 END PERFORATIONS 78 ft % 79 98 87 FT UNDERDRAIN TRENCH in DIA. PERFORATED HDPE SDR PIPE 8 oz GEOTETILE in DIA. SOLID HDPE PIPE FROM MODULE (NOTE 6) Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R DETAILS.dwg Last Edited By: jraub Date: 9-- Time::5: PM Printed By: JRaub Date: 9-- Time:8:7: AM 8 5 8 8 EL. 6. 99 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH SAND BORROW AREA SCALE "=5'. TOPOGRAPHY PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 9, 8. DATUM: NAVD88.. PROTECT EISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS ASSOCIATED WITH DAMAGES TO ANY UTILITIES INCURRED BY THE CONTRACTOR OR ASSOCIATED SUBCONTRACTORS.. GRADES SHOWN AT GRADING.. GEOSYNTHETICS EAGGERATED FOR CLARITY. 5. SEE SHEET FOR POINT TABLE. 6. ONLY ONE PIPE SHOWN. UP TO FOUR PIPES MAY NEED TO BE ETENDED. - - STORMWATER BASIN PLAN 8 5 6 APPROIMATE EISTING MODULE LIMIT LIMIT 85 8 POINT (NOTE 5) 5 FT SILT FENCE '' = 5' SCALE "=' '' = ' DAYLIGHT in DIA. SDR SOLID HDPE PIPE FT - -.5% ACCESS ROAD.5% DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 - 5-5 UNDERDRAIN PIPE PLAN ENTERPRISE WAY, SUITE 9 (96) 786- SCALE "=' 77979 TOP OF PERIMETER CHANNEL in DIA. SDR SOLID HDPE ELBOW in DIA. SDR SOLID HDPE ELBOW in DIA. SDR SOLID HDPE PIPE SURFACE WATER DETAILS NO. - - UNDERDRAIN PIPE SECTION of in
Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R DETAILS.dwg Last Edited By: jraub Date: 9-- Time::5: PM Printed By: JRaub Date: 9-- Time:8:7: AM FT MIN. FT MIN. ENGINEERED FILL FT NOM. FT NOM. ANCHOR TRENCH 5 FT CHRISTY BO / in LYSIMETER TUBES WITH in DIA. PROTECTIVE PVC PIPE () BLIND FLANGE ACCESS ROAD - RECYCLED BASE ROCK (MATERIAL PROVIDED BY OWNER) 8 oz GEOTETILE 6 mil DOUBLE-SIDED TETURED HDPE GEOMEMBRANE ACCESS ROAD - RECYCLED BASE ROCK (MATERIAL PROVIDED BY OWNER) FT EARTHFILL 6 mil DOUBLE-SIDED TETURED TEMPORARY SOIL PLUG (COMPACTED CLAY) 8 oz GEOTETILE TEMPORARY SOIL PLUG (COMPACTED CLAY) UTILITY BO (CHRISTY BO B OR EQUIVALENT) BUTTERFLY VALVE BLIND FLANGE FT TEMPORARY 6-MIL FT FT FT x 8 FT PLYWOOD 6 in DIA. SDR- SOLID HDPE LEACHATE COLLECTION PIPE PIPE BOOT DETAIL 8 in DIA. SDR-7 SOLID HDPE LEACHATE COLLECTION RISER TEMPORARY 6-MIL 8 in DIA. SDR-7 SOLID HDPE ELBOW (.5 ) 6 in DIA. SDR- PERFORATED LEACHATE COLLECTION PIPE (FROM NORTHERN HALF OF ) in FT - - FT 5 FT 8 in DIA. SDR-7 SOLID HDPE ELBOW (.5 ) 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH FT SCALE "=' SCALE "='. GEOSYNTHETICS EAGGERATED FOR CLARITY. '' = ' - 5- - 5-6-INCH LEACHATE TERMINATION DETAIL 5 FT FT 8-INCH LEACHATE RISER DETAIL 5 6 in DIA. SDR- PERFORATED HDPE 5 FT LEACHATE COLLECTION PIPE ORANGE SAFETY FENCE - - LEACHATE DRAINAGE GRAVEL 6 IN 8 in DIA. SDR-7 PERFORATED HDPE LEACHATE COLLECTION PIPE LYSIMETER 8 oz GEOTETILE LEACHATE PIPE FROM SOUTHERN HALF OF (APPRO.) LEACHATE PIPE FROM NORTHERN HALF OF (APPRO.) 8 oz GEOTETILE FT LEACHATE DRAINAGE GRAVEL 5 ORANGE SAFETY FENCE FT FT NOM. COMPACTED CLAY R % TERMINATION BERM FT FT FT 6 mil DOUBLE-SIDED TETURED FT % COMPACTED CLAY R ACCESS ROAD - RECYCLED BASE ROCK (MATERIAL PROVIDED BY OWNER) in FT 6 in DIA. SDR- PERFORATED HDPE LEACHATE COLLECTION PIPE FT FT 6 mil DOUBLE-SIDED TETURED FT LEACHATE DRAINAGE GRAVEL TEMPORARY SOIL PLUG (COMPACTED CLAY) UTILITY BO (CHRISTY BO B OR EQUIVALENT) 6 in DIA. SDR- SOLID HDPE LEACHATE COLLECTION PIPE 5 FT NOM. DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 SCALE "=' 5-5- ENTERPRISE WAY, SUITE 9 (96) 786- TEMPORARY SOIL PLUG (COMPACTED CLAY) 6 in DIA. SDR- SOLID HDPE LEACHATE COLLECTION PIPE 6 mil DOUBLE-SIDED TETURED SCALE "=' C L - 5- PLYWOOD 5 FT NOM. F L C L 8 oz GEOTETILE TEMPORARY 6-MIL FT x 8 FT PLYWOOD 77979 TEMPORARY 6-MIL BOOT TO 6-MIL INSTALL HDPE PIPE BOOT COMPACTED CLAY R 8 in DIA. SDR-7 PERFORATED HDPE LEACHATE COLLECTION PIPE 8 oz GEOTETILE LEACHATE DRAINAGE GRAVEL COMPACTED CLAY R LEACHATE PIPE FROM NORTHERN HALF OF (APPRO.) INTERIM LEACHATE ETRACTION DETAILS NO. SCALE NTS TEMPORARY BERM PLUG DETAIL - - PIPE BOOT DETAIL LEACHATE ETRACTION SECTION FT NOM. TERMINATION BERM 6 in DIA. SDR- PERFORATED HDPE LEACHATE COLLECTION PIPE BOOT TO PIPE BOOT TO 6-MIL of FT FT FT in
PIPING TRENCH BACKFILLED WITH POWDERED BENTONITE FINAL ELEVATION in PROTECTIVE DIA. PVC PIPE BEND TUBES PER MANUFACTURER'S RECOMMENDATIONS FLEIBLE HOSE WITH SLIP-ON CONNECTION FILL IN AROUND EDGE ACCESS ROAD - ASPHALT CHIP ROAD BASE (MATERIAL PROVIDED BY OWNER).5 ft CHRISTY BO B WITH TRAFFIC-RATED LID OR APPROVED EQUILIVANT 6 in STEEL WELL CASING (NOTE ).75 ft ft 8 oz GEOTETILE TEMPORARY 8-MIL FLEIBLE HOSE WITH SLIP-ON CONNECTION TRENCH BACKFILLED WITH POWDERED BENTONITE ft / in HOLE IN GEOMEMBRANE PENETRATION WITH TWO INCH OF POWDERED BENTONITE PLACED AROUND HOLE in DIA. PROTECTIVE PVC PIPE / in TUBING PVC LONG SWEEP ELBOW SOIL MOISTURE CORP MODULE 9FL LYSIMETER in in ft BACKFILL WITH BENTONITE CHIPS REMOVE CASING (NOTE ) SCALE "=' - - LYSIMETER CHRISTY BO DETAIL in SILICA FLOUR SLURRY PER MANUFACTURER'S RECOMMENDATION Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R DETAILS.dwg Last Edited By: jraub Date: 9-- Time::5: PM Printed By: JRaub Date: 9-- Time:8:8: AM 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH SCALE NTS - - LYSIMETER DETAIL DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 ENTERPRISE WAY, SUITE 9 (96) 786- GROUT BACKFILL PER WELL ABANDONMENT PLAN SCALE NTS - LEAK DETECTION SYSTEM DETAILS NO. 77979 WATER WELL ABANDONMENT DETAIL '' = ' EL. FT. GEOSYNTHETICS EAGGERATED FOR CLARITY.. STEEL WELL CASING ESTIMATED TO BE 8-INCH DIA. CONTRACTOR TO VERIFY DIAMETER.. STEEL CASING SHALL BE OVERDRILLED, CUT, AND REMOVED TO ELEVATION FT MSL. of in
TIE TO EISTING GROUND SURFACE STA + R=.' L PC: +.5 Mid: +7.8 STA 9+6 STA + PT: +.6 I.E. 6.5 FT C STA +57 in DIA. CMP L % TIE TO EISTING GROUND SURFACE STA + L PC: +.8 STA + 9 STA + 8 8 7.5% STA + 7 7 STA + STA 5+ Mid: +9. C 5 STA 6+ 5 6 9 STA 7+ 6 5 7.5% STA 8+ 5 STA 9+ R=.' I.E. 6. FT END OF ASPHALT STA 9+5. TIE TO EISTING GROUND SURFACE Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R PLANS.dwg Last Edited By: jraub Date: 9-- Time::: PM Printed By: JRaub Date: 9-- Time:8:8: AM 6 8 6 PC: +.8-7.5% in DIA. CMP + + + + + 5+ 6+ 7+ 8+ 9+ 9+6. # L L L LENGTH (FT).8.5.8 BEARING S 5' 7.6"E S 7'.97"E S68 '.66"E TABLE: START POINT (N, E) (59., 57599.5) (5968., 57589.9) (5889.7, 575896.9) END POINT (N, E) (5.8, 5757.) (59., 57586.) (587.9, 57598.5) CURVE # C C RADIUS (FT) 8. 6. LENGTH (FT) 9.5 8. Mid: +9 STATION () CURVE TABLE: 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH JUNE 9, 8 TOPOGRAPHY START POINT (N, E) (5.8, 5757.) (59., 57586.) -7.5% CALPINE REALIGNMENT PROFILE END POINT (N, E) (598., 575865.) (5889.7, 575896.9) BVCS: +6.5 BVCE:. PVI STA:+.77 PVI EL:8. K:8. LVC:6.8 STORMWATER CHANNEL (CHANNEL BOTTOM APPRO.) DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 ENTERPRISE WAY, SUITE 9 (96) 786- EVCS: +99.9 EVCE: 8. 6 8 6 ROAD CENTER/ALIGNMENT 77979 APPROIMATE EISTING MODULE LIMIT ASPHALTIC CONCRETE CALPINE ROAD REALIGNMENT PLAN AND PROFILE NO.. TOPOGRAPHIC PROFILE GENERATED FROM TOPOGRAPHIC INFORMATION PROVIDED BY AERIAL PHOTOMAPPING SERVICES. DATE OF TOPOGRAPHY: JUNE 9, 8.. ROAD ELEVATION CONTOURS REPRESENT TOP OF ROAD SURFACE. '' = ' 8 of in
POINT TABLE POINT TABLE POINT TABLE R POINT TABLE R POINT TABLE POINT NO. NORTHING (FT) EASTING (FT) POINT NO. NORTHING (FT) EASTING (FT) POINT NO. NORTHING (FT) EASTING (FT) POINT NO. NORTHING (FT) EASTING (FT) POINT NO. NORTHING (FT) EASTING (FT),5,.7 5,75,865.. 7,5,5.8 5,75,889.85.8 9,5,6.6 5,75,.6 8.,5,.7 5,75,865.. 7,5,7.9 5,75,67..7,5,9.9 5,75,88.95. 8,5,57. 5,75,885.9 8. 95,5,565.5 5,75,9.6 6.,5,.85 5,75,865.6. 8,5,6.66 5,75,69.99.9,5,6.6 5,75,9.96 5. 9,5,5.78 5,75,87. 8. 96,5,56. 5,75,5.9 6.,5,7.9 5,75,87.65. 9,5,568.6 5,75,8.6.5,5,6. 5,75,9. 5. 5,5,5. 5,75,867.5 8. 97,5,76. 5,75,7.5 6.,5,.6 5,75,87.5. 5,5,579. 5,75,8.5.9,5,688. 5,75,6.97.5 5,5,.7 5,75,877.6. 98,5,6.5 5,75,.5 6.,5,.6 5,75,875.7. 5,5,55.65 5,75,6.5 6. 5,5,66.9 5,75,8.. 5,5,.86 5,75,86.5. 99,5,85.7 5,75,66. 6. 5,5,6.6 5,75,865.9. 5,5,55.8 5,75,9. 5. 6,5,79. 5,75,95.98 9. 5,5,97.8 5,75,86.9 6.,5,.8 5,75,66.69 6. 6,5,7.87 5,75,86. 5. 5,5,557.7 5,75,9. 6. 7,5,9. 5,75,.56 7. 5,5,95.9 5,75,858.55 6.,5,8.6 5,75,6.85 6. 7,5,7.6 5,75,86.7 5. 5,5,56.8 5,75,9. 5. 8,5,5. 5,75,56.77 7. 55,5,99.9 5,75,857.89 8.,5,58.9 5,75,58.8 6. 8,5,.95 5,75,876. 5. 55,5,59.5 5,75,9.8. 9,5,. 5,75,9.7 6.8 56,5,98. 5,75,85.9 8.,5,6.9 5,75,5.79 6. 9,5,8.79 5,75,878.5 5. 56,5,5.55 5,75,9. 5.,5,59. 5,75,5.87 6. 57,5,5.9 5,75,86.99 5.8,5,699.7 5,75,9.67 9.,5,5. 5,75,88. 5. 57,5,55.9 5,75,9. 5.,5,5. 5,75,6.9 6. 58,5,6. 5,75,8.85 5.8 5,5,67.86 5,75,9. 9.,5,7.96 5,75,87.9 5. 58,5,96. 5,75,895.7 5.,5,55. 5,75,7.9.5 59,5,6.5 5,75,8.6 8. 6,5,65.8 5,75,88.8 9.,5,.5 5,75,88.67 6. 59,5,5.8 5,75,89.7.8,5,59.5 5,75,5.7. 6,5,6.96 5,75,85. 8. 7,5,6.6 5,75,86. 9.,5,8.7 5,75,898.59 7. 6,5,5.9 5,75,889.77.9,5,5.7 5,75,9.8.5 6,5,8.97 5,75,88.9 5. 8,5,67.67 5,75,8.5 9.,5,7.99 5,75,899.8 7. 6,5,8.8 5,75,86.65. 5,5,9.5 5,75,856.5. 6,5,79. 5,75,88. 5. 5,5,7.5 5,75,897. 8. 6,5,8.8 5,75,86. 8. 6,5,7.6 5,75,855.68. 6,5,7.7 5,75,878.58 8. 6,5,8.85 5,75,9.9 8. 6,5,. 5,75,85.8 8. 7,5,.8 5,75,85.8. 6,5,7.5 5,75,87.9 8. 7,5,.6 5,75,9.57. 6,5,.59 5,75,86.9 8. 8,5,8.8 5,75,86. 8. 65,5,7.85 5,75,95.78 5. 8,5,8.6 5,75,95.59 9.9 65,5,8.8 5,75,8. 8. 9,5,. 5,75,85.8 8. 66,5,7. 5,75,9. 5. 9,5,96.5 5,75,95.. 66,5,. 5,75,856.9 8.,5,.59 5,75,86.9 8. 67,5,6.8 5,75,9.6 8.,5,7. 5,75,98.5. 67,5,.5 5,75,85.77 8.,5,8.8 5,75,8. 8. 68,5,58.6 5,75,9.5 8.,5,7.88 5,75,9.6 8. Path: \\sacramento\acad\sites\monterey LF\CIVIL D\8 DESIGN\ File Name: MOD6 R PLANS.dwg Last Edited By: jraub Date: 9-- Time::: PM Printed By: JRaub Date: 9-- Time:8:8:5 AM 9--6 ISSUED FOR BIDDING RH KGH 8--8 ISSUED FOR BIDDING RH KGH 5 6 7 8 9 5 6 7 8 9 5 6,5,.,5,5.75,5,.8,5,86.88,5,7.88,5,68.5,5,65.89,5,65.7,5,6.6,5,659.85,5,6.,5,.75,5,.7,5,9.5,5,7.8,5,6.8,5,8.,5,6.,5,567.8,5,57.66,5,559.88,5,556.9,5,98.,5,5.5,5,89.96 5,75,856.9 5,75,89.5 5,75,898.9 5,75,885.8 5,75,9.6 5,75,5. 5,75,.95 5,75,9. 5,75,5.7 5,75,9. 5,75,7. 5,75,7.7 5,75,7.68 5,75,.6 5,75,9. 5,75,9.98 5,75,67.96 5,75,69.8 5,75,.7 5,75,8.6 5,75,.6 5,75,7.8 5,75,96.5 5,75,9.6 5,75,9.57 8. 8. 8. 8. 8....... 7. 7. 7.8 8.7 9. 8.7 8.9 9.6 9.9 6.....7 69 7 7 7 7 7 75 76 77 78 79 8 8 8 8 8 85 86 87 88 89 9 9 9 9,5,58.7,5,7.7,5,885.58,5,878.,5,6.78,5,6.75,5,66.6,5,6.7,5,68.,5,6.56,5,.,5,9.6,5,.5,5,.,5,5.6,5,6.,5,.69,5,7.,5,8.5,5,89.6,5,5.7,5,6.,5,69.97,5,6.69,5,69.99 5,75,9.85 5,75,9.5 5,75,69.9 5,75,6. 5,75,.7 5,75,.58 5,75,6.7 5,75,8.8 5,75,7. 5,75,.9 5,75,9.9 5,75,8.9 5,75,6.88 5,75,5. 5,75,76.8 5,75,6.8 5,75,69. 5,75,58.8 5,75,578.7 5,75,7.85 5,75,89.89 5,75,68.7 5,75,.67 5,75,.6 5,75,7.75 8. 8. 6. 6..... 8.5. 8..8.. 7. 7.6 7.6. 9.5.5.6..5 8.. 5 6 7 8 9 5 6 7 8 9 5 6,5,69.68,5,68.78,5,659.7,5,65.89,5,66.9,5,655.56,5,6.,5,69.,5,6.6,5,66.,5,66.9,5,66.7,5,79.5,5,9.58,5,5.95,5,.,5,.,5,.5,5,.8,5,.7,5,59.7,5,.9,5,77.8,5,67.7,5,6.58 DEL MONTE BOULEVARD MONTEREY COUNTY, CA 99-67 PH: (8) 8-5 5,75,.97 5,75,5. 5,75,8.8 5,75,.95 5,75,8.7 5,75,9. 5,75,7.97 5,75,8.9 5,75,5.7 5,75,56.7 5,75,88.8 5,75,5.6 5,75,95. 5,75,.8 5,75,55.78 5,75,7. 5,75,.65 5,75,9. 5,75,7. 5,75,5. 5,75,5. 5,75,6.9 5,75,9. 5,75,. 5,75,.. 5. 5... 5. 5... 5. 5. 5.. 9. 9. 9. 9.9 8.8 9.. 8. 8..7.. ENTERPRISE WAY, SUITE 9 (96) 786-. POINTS BASED ON: - NORTHING AND EASTING HORIZONTAL DATUM: NAD8 CA STATE ZONE IV - ELEVATION VERTICAL DATUM: NAVD88 POINT TABLE NO. 77979 of in