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Home My WebLink About34_Prelim Civil Plans_06.20.25 SIGNEDHIGWAY 101WETLAND "B" WETLAND "C" WETLAND "D" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 8687888990 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123124125126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144145146 147 148 149 UNITS 62 63 64 66 67 65 LEGEND 150BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLB S B L B S B L BSBL BSBLBSBLBSBLBSBLBSBLBSB L BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUMJEFFERSON COUNTY NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-covENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030250125 250 5000 SCALE: 1" = 250'1" = 250'N/APLEASANT HARBOR RESORT NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY COVER SHEETPROJECT PROPONENT STATESMEN GC, LTD 7370 SIERRA MORENA BLVD SW CALGARY, ALBERTA CANADA T3H 4H9 (403) 256-4151 VICINITY MAP 1 308913 US-101, BRINNON, WA 98320 N HATTON GODAT PANTIER SHEET INDEX Sheet Number Sheet Title 1 PRELIMINARY COVER SHEET 2 PRELIMINARY TEMPORARY EROSION & SEDIMENT CONTROL PLAN 3 PRELIMINARY TESC NOTES & DETAILS - 1 4 PRELIMINARY TESC NOTES & DETAILS - 2 5 PRELIMINARY STREET LAYOUT PLAN 6 PRELIMINARY OVERALL GRADING & DRAINAGE PLAN 7 PRELIMINARY ENLARGED GRADING & DRAINAGE PLAN - 1 8 PRELIMINARY ENLARGED GRADING & DRAINAGE PLAN - 2 9 PRELIMINARY ENLARGED GRADING & DRAINAGE PLAN - 3 10 PRELIMINARY ENLARGED GRADING & DRAINAGE PLAN - 4 11 PRELIMINARY ENLARGED GRADING & DRAINAGE PLAN - 5 12 PRELIMINARY ENLARGED GRADING & DRAINAGE PLAN - 6 13 PRELIMINARY ENLARGED GRADING & DRAINAGE PLAN - 7 14 PRELIMINARY ENLARGED GRADING & DRAINAGE PLAN - 8 15 PRELIMINARY ROADWAY SECTIONS 16 PRELIMINARY DRAINAGE BASINS 17 PRELIMINARY GRADING & DRAINAGE DETAILS - 1 18 PRELIMINARY GRADING & DRAINAGE DETAILS - 2 19 PRELIMINARY GRADING & DRAINAGE DETAILS - 3 20 PRELIMINARY OVERALL WATER PLAN 21 PRELIMINARY OVERALL RECLAIMED WATER-IRRIGATION PLAN 22 PRELIMINARY OVERALL SEWER PLAN 23 PRELIMINARY ENLARGED UTILITY PLAN - 1 24 PRELIMINARY ENLARGED UTILITY PLAN - 2 25 PRELIMINARY ENLARGED UTILITY PLAN - 3 26 PRELIMINARY ENLARGED UTILITY PLAN - 4 27 PRELIMINARY ENLARGED UTILITY PLAN - 5 28 PRELIMINARY ENLARGED UTILITY PLAN - 6 29 PRELIMINARY ENLARGED UTILITY PLAN - 7 30 UTILITY DETAILS - 1 31 UTILITY DETAILS - 2 32 GOLF COURSE ROUTING PLAN BLAC K P O I N T R O A D US HIGHWAY 101HOOD C A N A L HOOD CANAL PLEA S A N T H A R B O R ROBI N S O N R D HOOD CANALBLAC K P T R DMT. JUPITER RD110 SITE N.T.S. PROPOSED SITE FOR THE WASTEWATER TREATMENT PLANT WETLAND B PROPOSED NEW WELL #2 STORAGE RESERVOIR, & BOOSTER PUMP STATION PROPOSED RECLAIMED WATER PUMP STATION PROPOSED RECLAMED WATER POND 'H ' ROAD PROPOSED STORM WATER PUMP & SEWAGE LIFT STATION OLYMPIA HOUSE CASCADIA HOUSE SEA VIEW VILLAS GOLF VISTAS EAGLES NEST THE INN BY THE SEA CONFERENCE & EVENT CENTER 200' S H O R E L I N E S E T B A C K & CON S E R V A T I O N E A S E M E N T WETLAND D PROPOSED STORAGE / MAINTENANCE / ASSEMBLY BUILDING FUTURE INTERSECTION REVISION FUTURE PARK & RIDE PROPOSED STORMTECH INFILTRATION GALLERY #1 #9 #2 #3 #4 #5 #6 #7 #8 B LA CK PO IN T ROADRECREATION RUN ( 'A ' ROAD )RECREATION RUN ('B' ROAD)( 'D ' ROAD ) ' E ' ROAD 'B ' ROAD 'C' ROAD 'G' R O A D ' A ' R O A D 'F' ROAD 'C' ROADSTORM POND 3 STORM POND 2 (NATURAL DEPRESSION) STORM POND 6 STORM POND 5 STORM POND 4 STAFF HOUSING 4 14 9 10 12 12 12 13 13 13 11 5 6 7 8 ('A' ROAD)100 CLEARWATER LANDINGMEADOW PARK GROVE('H' ROAD)200 CLEARWATER LANDINGTHE HAMLET ELEMENTS: 888 UNITS NAME MARITIME VILLAGE UNITS 66 INN BY THE SEA & RECREATION CENTER 225 EVENT CENTER - STAFF HOUSING 52 AGRA CENTER - CASCADIA HOUSE 126 OLYMPIA HOUSE 126 EAGLES NEST 56 SEA VIEW VILLA 107 GOLF VISTAS 43 WASTEWATER TREATMENT PLANT - GOLF COURSE - ID 4 5 6 7 8 9 10 11 12 13 14 15 DESCRIPTION UNIT MOTEL & RETAIL HOTEL & SPORTS ARENA PARKING GARAGE & CONFERENCE CENTER TWIN SUITES OPERATIONS BUILDING CONDOMINIUMS CONDOMINIUMS HOMES FOR SALE HOMES FOR SALE CONDOMINIUMS HOLE # EX. POWER POLE EX. MONITOR WELL EX. 4" BOLLARD EX. FIRE HYDRANT EX. WATER VALVE EX. GUY WIRE EX. SIGN EX. FENCE EX. CABLE TELEVISION PEDISTAL EX. WATER WELL EX. WATER VALVE EX. UNDERGROUND UTILITIES EX. MAJOR CONTOUR EX. MINOR CONTOUR 100 103 100 103 FINISH MAJOR CONTOUR FINISH MINOR CONTOUR NEW SEWER CLEAN OUT NEW STORM CLEAN OUT NEW WATER LINE NEW STORM LINE NEW ROOF DRAIN LINE NEW SEWER LATERAL LINE NEW FIRE HYDRANT NEW WATER METER NEW GATE VALVE NEW CATCH BASIN, TYPE 1 NEW CB TYPE 1 W/ SOLID LID LEGEND NEW CATCH BASIN, TYPE 2 NEW CB TYPE 2 W/ SOLID LID NEW SEWER FORCEMAIN NEW SEWER MANHOLE NEW BLOWOFF ASSEMBLY NEW BLOCKING NEW RECLAIMED WATER LINE FUTURE GOLF COURSE FUTURE PEDESTRIAN PATH FUTURE BUILDINGS NEW IRRIGATION LINE TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. STORM POND 1 BSBL 20 FT BUILDING SETBACK PER JCC 17.65.040R100'WELLRADIUSR100' WELLRADIUS20' SETBACK 'I' ROAD 17 16 18 THE MANOR VILLAGE 1416CONDOMINIUMS THE VIEWS 1817 HAWKS LANDING 5518 CONDOMINIUMS CONDOMINIUMS 100' STEEP SLOPE BUILDING SETBACK PROPOSED WATER WELL #3 EXISTING ACG WELL 06.20.2025 Exhibit 34 GATE GATE GAT E MONITOR WATER TOWER POND TEST PIT MONITOR SIGN "PLEASANT HARBOR RESORT" WATER TANK DRIVEWAYHOOD CANAL EX 12" METAL CULVERT EX 12" METAL CULVERT SIGN "CORMORANT VIEW DRIVE" SIGN "DEAD END" 140 80 20 210240290270230 220 200 170 15012013 0 100 90 90 90100120130 901201 6 0 15 0 180200190 170180190 1301 4 0150160180 190 140180 190 180 150170200 2402 3 0 260240220 200 2302 1 0 160 1 5 0 19021018 0 1 7 0 210 1601 5 0 1 3 0 1 2 0 13 0 12 0 60 10 60 120 13050 1 0 140 200 260 2 7 0 2 8 0 28 0 3 0 0 2102 4 0 2 0 0 150100301031 0 320 32030 0 200 240 2 2 0 230240 230220210200220 190 2402201 5 0 1 4 0 701 0 1 2 0 180 18 0 22024020019 0 12 0 8 0 6 0 170180 160 1101301401501802001 5 0 160 140200180 1802001 9 0 190 200 19010090 60 170 60 70 170 190 200 190 190240 240 240 200190190 190 1401 8 0 1 9 0 200200 2202202 2 0220 210 180 1 7 0 160 150140 140130120120110 100 140150180220 250 2101801702 1 0 190190210210220240260250 240 2402101 5 0 150 180 200 21022025019021022020022024025025 0 230140130180 1601601 7 0 180240260270 260240210190150 180 20 0 210 230250270270 260 2202102001901801701902302102 2 0 210130130200250270270 2002202 4 0 230240160110220 220 70 1 0 190 200180 1 7 0 100 23 0 240 190240270280260 220 240200180180180 17016017019021 0 240 2702501901 8 0 170180170 160150 120120140160220250190 210 240 280290250250 200200180220 260 240 230 240 18 0 19 0 20 0 160 150 160170 160 170200240250230 210200 200 200240 2 1 0210210200190180170150 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-ecENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030200100 200 4000 SCALE: 1" = 200'1" = 200'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY TEMPORARY EROSION &SEDIMENT CONTROL PLAN2 N HATTON GODAT PANTIER SILT FENCING INLET SEDIMENT PROTECTION CLEARING LIMITS LEGEND STRAW WATTLE TEMPORARY EROSION CONTROL DITCH NATIVE VEGETATION DISPERSION REMOVE EXISISTING DRY UTILITY SERVICES. (POWER, CABLE, TELEPHONE, GAS, ETC.) INCLUDING POLES, CONDUITS, PIPING, ETC. CONTRACTOR TO COORDINATE REMOVAL WITH APPROPRIATE UTILITY PROVIDERS. REMOVE EXISTING SEPTIC TANKS AND DRAINFIELDS PER WASHINGTON DEPARTMENT OF HEALTH AND JEFFERSON COUNTY STANDARDS. PROVIDE A COPY OF ANY SEPTIC SYSTEM DECOMMISSIONING CERTIFICATES TO THE BUILDING DEPARTMENT. DEMOLISH & REMOVE ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO ALL BUILDINGS, FENCING, SIDEWALKS, DRIVEWAYS, PARKING AREAS, UTILITIES, TANKS, GATES ETC. DEMOLISH & REMOVE ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO ALL BUILDINGS, FENCING, SIDEWALKS, DRIVEWAYS, PARKING AREAS, UTILITIES, TANKS, GATES ETC. BLACK PT RD US HIGHWAY 101B LA CK PO IN T ROAD REMOVE EXISTING DRY UTILITY SERVICES. (POWER, CABLE, TELEPHONE, GAS, ETC.) INCLUDING POLES, CONDUITS, PIPING, ETC. CONTRACTOR TO COORDINATE REMOVAL WITH APPROPRIATE UTILITY PROVIDERS. PROTECT EXISTING WATER TANK DURING DEMOLITION AND CONSTRUCTION HOOD C A N A L EXISTING CONTOURS (TYP) REMOVE EXISTING SEPTIC TANKS AND DRAINFIELDS PER WASHINGTON DEPARTMENT OF HEALTH AND JEFFERSON COUNTY STANDARDS. PROVIDE A COPY OF ANY SEPTIC SYSTEM DECOMMISSIONING CERTIFICATES TO THE BUILDING DEPARTMENT. 1.CONSTRUCTION ON THIS SITE SHALL BE CONDUCTED SUBSTANTIALLY IN ACCORDANCE WITH THE APPROVED PLANS. DEVIATIONS FROM THESE PLANS SHALL BE SUBMITTED TO THE PROJECT ENGINEER AND REVIEWING AGENCY. DEVIATIONS MUST BE APPROVED PRIOR TO ANY SITE DISTURBING ACTIVITY NOT CONTAINED WITHIN THE APPROVED PLANS. 2.FOR DEVELOPMENT OF THIS SITE, THE FOLLOWING GENERAL SEQUENCE SHALL BE OBSERVED: A.INSTALL STABILIZED CONSTRUCTION ENTRANCE TO PROVIDE SITE ACCESS AT INDICATED CONSTRUCTION ENTRANCE B.LOCATION. INSTALL FILTER FABRIC FENCE AND CLEARING LIMITS FENCING AS SHOWN IN THESE PLANS. C.INSTALL INLET PROTECTION FOR EXISTING INLETS IN THE VICINITY OF AREAS TO BE DISTURBED AS INDICATED ON PLANS. D.CALL FOR INSPECTION BY THE REVIEWING AGENCY AND PROJECT ENGINEER. E.BEGIN TREE CLEARING AND GRUBBING OF AREAS WHICH ARE TO BE GRADED. F.BEGIN GRADING OF AREA TO SUBGRADE AS SPECIFIED. G.INSTALLATION OF STORM DRAINAGE FACILITIES (I.E., PIPING, CATCH BASINS, AND OTHER UTILITIES.) H.STRUCTURE CONSTRUCTION I.PERMANENT EROSION CONTROL MEASURES (I.E., HYDROSEEDING, GRASSING, PLANTINGS, ETC.) 3.ONCE THE SITE HAS BEEN DISTURBED, CONTINUE OPERATIONS DILIGENTLY TOWARD COMPLETION AND STABILIZATION OF THE SITE. 4.MONITOR ALL EROSION CONTROL FACILITIES, REPAIR, MODIFY, AND ENHANCE AS DIRECTED OR AS REQUIRED. CONSTRUCTION SEQUENCE: 2:1 MAX CUT OR FILL SLOPE (TYP) FINISH GRADE CONTOURS (TYP) MONITORING WELL LOCATIONS 2 0 0 ' S H O R E L I N E S E T B A C K EROSION CONTROL INTERCEPTER DITCH SEE DETAIL SHEET 3 STORMWATER PUMP STATION POND TO BE USED AS TEMPORARY SEDIMENT POND SILT FENCE / CLEARING LIMITS SEE DETAIL SHEET 3 SILT FENCE SEE DETAIL SHEET 3 SILT FENCE SEE DETAIL SHEET 3 EXISTING GRAVEL ACCESS ROADS - AMERICAN CAMPGROUND (TYP) STRAW WATTLES SEE DETAIL SHEET 4 STRAW WATTLES SEE DETAIL SHEET 4 NATIVE VEGETATIVE DISPERSION NATIVE VEGETATIVE DISPERSION NATIVE VEGETATIVE DISPERSION UTILIZE EXISTING ASPHALT AS STABILIZED CONSTRUCTION ENTRANCE EXISTING AMERICAN CAMPGROUND WATER WELL 06.20.25 Exhibit 34 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-ecENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 502153003N/A3 N/A1.EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. 2.EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS SHOWN ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL NOT BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF SITE PROPERTIES. 3.THE CONTRACTOR SHALL MAKE DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 4.DURING THE WET SEASON, OCTOBER 1 TO APRIL 30 INCLUSIVE, ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE,BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 5.ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 6.TRACKING OF SOIL OFF SITE WILL NOT BE ALLOWED. IF SOIL IS TRACKED ON TO A PUBLIC STREET, IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. ANY FURTHER TRACKING OF MUD HALL THEN BE PREVENTED BY SWEEPING OR WASHING OF THE VEHICLE'S TIRES BEFORE DRIVING ON A CITY STREET. 7.NO MORE THAN 300LF OF TRENCH SHALL BE OPENED AT ONE TIME. 8.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 9.TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT FLOWING STREAMS, DRAINAGE SYSTEMS, OR OFF SITE PROPERTIES. 10.ALL STORM SEWER INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11.ALL OFF SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE SITE SHALL BE PROTECTED FROM SILTATION. 12.ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED UPON COMPLETION OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT COMPLETE COVERAGE OF THE DISTURBED AREAS IS PROVIDED AND THAT GROWTH OF VEGETATION IS ESTABLISHED. GENERAL EROSION CONTROL NOTES: MAINTENANCE OF EROSION CONTROL FACILITIES: IN GENERAL, ALL BMP'S SHALL BE CHECKED WEEKLY AND AFTER A SIGNIFICANT RAINFALL (MORE THAN APPROXIMATELY 1 INCH IN 24 HOURS). THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: 1.SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 1-1/2-FEET FROM THE TOP. 2.DIVERSION DIKES AND SWALES SHALL BE CHECKED FOR BLOCKAGE AND DAMAGE ON A REGULAR BASIS. WATER SHALL MOVE FREELY BEHIND DIKES AND IN SWALES AT ALL TIMES. 3.PIPE SLOPE DRAINS SHALL BE CHECKED FOR STABILITY. NO UNDERMINING OF THE PIPE SHALL BE ALLOWED. 4.FILTER FENCE SHALL BE CHECKED REGULARLY FOR UNDERMINING AND SEDIMENT BUILDUP. SEDIMENT SHALL BE REMOVED ONCE IT REACHES A DEPTH OF 1-FOOT. 5.EROSION CONTROL BLANKETS SHALL BE CHECKED FOR STABILITY. BLANKETS SHALL BE HELD IN PLACE AND HAVE GOOD CONTACT WITH THE FILL SLOPE AT ALL TIMES. 6.ALL SEEDED AND SODDED AREAS, ESPECIALLY FILL SLOPES, SHALL BE CHECKED REGULARLY TO MAKE SURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BE RESEEDED AND FERTILIZED AS NEEDED. 7.TRACKING OF MUD OFF-SITE WILL NOT BE ALLOWED. IF EXCESSIVE MUD IS TRACKED OFF SITE, IT SHALL BE CLEANED WITH A STREET SWEEPER. FURTHER TRACKING SHALL THEN BE PREVENTED BY WASHING TRUCK TIRES OR SWEEPING CONTINUOUSLY. FILL AREA STABILI=ATION: 1.ALL FILL AREA SLOPES SHALL BE ROUGHENED USING ONE OF THE METHODS FROM BMP C130 AS FILL IS BEING PLACED. 2.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER THE NOTES AND DETAILS IN THIS PLAN SET AND PER BMP'S C120 AND C121. 3.IN NO CASE SHALL DISTURBED SOILS REMAIN UNSTABILIZED AND UNWORKED FOR MORE THAN 7 DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) OR MORE THAN 2 DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) 1.MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 - 3 TONS / ACRE OR OTHER WOOD FIBER CELLULOX MATERIAL TO BE APPLIED AT THE RATE OF APPROXIMATELY 100 TONS / ACRE. 2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SOILS. 3.MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4.ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. 5.MULCH MUST BE MAINTAINED UNTIL SITE HAS ESTABLISHED 80% GRASS COVERAGE. MULCH NOTES : (BMP C121) 1.SEED MIXTURE SHALL BE: 40% CHEWINGS OR ANNUAL BLUEGRASS, 50% PERENNIAL RYE, 5% RED TOP OR COLONIAL BENTGRASS AND 5% WHITE DUTCH CLOVER APPLIED AT THE RATE OF 120 POUNDS PER ACRE. 2.SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3.FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY (E.G., GEOTEXTILES,JUTE MAT, CLEAR PLASTIC COVERING). 4.BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5.THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6.FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. EROSION CONTROL SEEDING NOTES: (BMP C120) 1.ANYTIME CONCRETE IS USED THESE MANAGEMENT PRACTICES SHALL BE UTILIZED. 2.CONCRETE PROJECTS INCLUDE BUT ARE NOT LIMITED TO CURBS, SIDEWALKS, ROADS, DRIVEWAYS, BRIDGES, FOUNDATIONS, FLOORS, STREET LIGHT BASES AND UTILITY BLOCKING. 3.CONCRETE EQUIPMENT SHALL BE WASHED OUT ONLY IN FORMED "WASH OUT" AREAS. 4.UNUSED CONCRETE SHALL BE RETURNED TO THE BATCH PLANT FOR RECYCLING. 5.CONCRETE WASHOUT AREAS SHALL BE CHECKED AND REPAIRED DAILY. CONCRETE HANDLING NOTES: (BMP C11) 1.SAW CUTTING AND SURFACING OPERATIONS GENERATE SLURY AND PROCESS WATER THAT CONTAIN FINE PARTICULATES AND HIGH PH. 2.ANYTIME SAW CUTTING AND SURFACING OPERATIONS TAKE PLACE, THESE BEST MANAGE PRACTICES SHALL BE UTILIZED. 3.SAW CUTTING AND SURFACING OPERATIONS INCLUDING BUT NOT LIMITED TO CONCRETE SAWING, CORING, GRINDING, ROUGHENING OR HYDRODEMOLITION. 4.SLURRY AND CUTTINGS SHALL BE VACUUMED DURING OPERATIONS. 5.SLURRY AND CUTTINGS SHALL NOT REMAIN EXPOSED TO THE ELEMENTS OVERNIGHT. 6.SLURRY AND CUTTINGS SHALL NOT BE ALLOWED TO DRAIN TO NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE PATHS. 7.COLLETED SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. 8.WASTE MATERIAL AND DEMOLITION DEBRIS MUST BE HANDLED IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF WATER. IF THE AREA IS SWEPT WITH A MECHANICAL SWEEPER, THE MATERIAL MUST BE HAULED OUT OF THE AREA TO AN APPROVED DISPOSAL SITE. SAW CUTTING AND SURFACING POLLUTION PRE9ENTION NOTES: (BMP C12) 1.ALL DEWATERING FROM OPEN CUT EXCAVATION, TUNNELING, FOUNDATION WORK, TRENCHING OR UNDERGROUND VAULTS SHALL BE DISCHARGED INTO A CONTROLLED CONVEYANCE SYSTEM PRIOR TO DISCHARGE TO A SEDIMENT TRAP OR POND. 2.CHANNELS USED FOR THIS PURPOSE WILL BE STABILIZED WITH EROSION BLANKETS, CHECK DAMS, SEEDING, SODDING, MULCHING, OUTLET PROTECTION AND/OR ANY OTHER MEANS DEEMED NECESSARY BY THE PROJECT CESCL TO ENSURE EROSION AND SEDIMENT CONTROL STANDARDS ARE MET. 3.HIGHLY TURBID DEWATERING WATER FROM SOILS KNOWN OR SUSPECTED TO BE CONTAMINATED, OR FROM USE OF CONSTRUCTION EQUIPMENT, WILL REQUIRE ADDITIONAL MONITORING AND TREATMENT FOR THE SPECIFIC POLLUTANT(S) BASED ON THE CONTAMINATION. 4.WHEN DEWATERING WATER IS BEING DISCHARGED TO A WATER BODY WITH A POLLUTANT(S) OF CONCERN, THE DEWATERING WATER MUST BE MONITORED IN ACCORDANCE WITH CHAPTER 6 OF THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT. 5.SUCH MONITORING IS THE RESPONSIBILITY OF THE CONTRACTOR. 6.THE DEWATERING OF SOILS KNOWN TO BE FREE OF CONTAMINATION WILL, AT A MINIMUM, TRIGGER BMP'S TO TRAP SEDIMENT AND REDUCE TURBIDITY. 7.AT A MINIMUM, GEOTEXTILE FABRIC SOCKS/BAGS/CELLS WILL BE USED TO FILTER THIS MATERIAL PRIOR TO ITS RELEASE TO A RELATIVELY LEVEL VEGETATED AREA. 8.WHERE NOT COST PROHIBITIVE, DEWATERING WATER, AFTER BEING FILTERED BY A GEOTEXTILE FABRIC SOCK/BAG/OR CELL, SHOULD BE DIRECTED TO ONE OF THE PONDS FOR INFILTRATION OR METERED RELEASE. 9.OTHER BMP'S TO BE USED FOR SEDIMENT TRAPPING AND TURBIDITY REDUCTION INCLUDE: ·CONCRETE HANDLING BMP C151 ·TEMPORARY SEDIMENT POND BMP C241 (POND 'B') ·INFILTRATION (POND 'A') ·USE OF A SEDIMENT BAG WITH OUTFALL TO A VEGETATED SWALE FOR SMALL VOLUMES OF LOCALIZED DEWATERING ·CONSTRUCTION STORMWATER FILTRATION BMP C251 THE PROJECT CESCL SHOULD DETERMINE WHICH BMP'S ARE MOST APPROPRIATE FOR SPECIFIC DEWATERING USES. CONSTRUCTION STORMWATER FILTRATION SHOULD ONLY BE USED AS A LAST RESORT WHEN ALL OTHER OPTIONS HAVE BEEN EXHAUSTED AND THE SITE CANNOT MEET TURBIDITY/POLLUTION MONITORING REQUIREMENTS OTHERWISE. DEWATERING NOTES: ANCHOR POSTS MUST BE INSTALLED TO A DEPTH OF NO LESS THAN 1/3 OF THE TOTAL HEIGHT OF POST USE 8" WIRE 'U' TO SECURE FENCE BOTTOM 6' FT MAX HIGH 9ISIBILIT< CLEARING LIMITS FENCING BMP C103 THE CONTRACTOR SHALL PERFORM THE FOLLOWING BEFORE THE START OF ANY LOGGING, GRADING, OR CLEARING ON-SITE: A.SURVEY / LOCATE THE CLEARING LIMITS AS DELINEATED ON THE APPROVED SITE PLAN AND TREE PROTECTION PLANS. B.INSTALL POSTS FOR THE CLEARING LIMITS FENCING. T-BAR METAL POSTS, 6 FEET ON CENTER, INSTALLED AT THE LIMITS OF CLEARING. C.THE TOP 2 FEET OF THE CLEARING LIMITS FENCING POSTS SHALL BE PAINTED BRIGHT PINK OR ORANGE.4' MIN.PLASTIC MESH SHALL BE FASTENED TO POST EVERY 6 INCHES WITH A POLYETHYLENE TIE ANCHOR POSTS SHOULD BE MINIMUM 6' TALL "T" BAR FENCE POSTS ORANGE MESH PLASTIC ON LONG CONTINUOUS RUNS, A TENSION WIRE SHALL BE USED AS A TOP STRINGER TO PREVENT SAGGING INLET SEDIMENT PROTECTION BMP C220 1.INSTALL INSERT PER THE MANUFACTURER'S SPECIFICATIONS 2.MAINTAIN AND REPLACE INSERTS AS RECOMMENDED BY THE MANUFACTURER, AS REQUIRED BY THE INSPECTOR OR PROJECT ENGINEER, AND AS OTHERWISE NECESSARY. AS MANUFACTURED BY STREAMGUARD (#3001) BY FOSS ENVIRONMENTAL OR EQUIVALENT INLET SEDIMENT PROTECTION NOTES: (BMP C220) OIL SORBENT FILTER PACK GEOTEXTILE FABRIC ADAPTER SKIRT RETRIEVAL STRAP SEDIMENT ACCUMULATION UNDERFLOW DISCHARGE OVERFLEW (TO BYPASS PEAK STROM VOLUMES)24" 48"36" SIDES OF INTERCEPTOR SWALE TO BE SEEDED AND MULCHED AT A MINIMUM. (SEE NOTE SHEET 5) BLANKETS, NETTING, OR ADDITIONAL MEASURES MAY BE REQUIRED TO CONTROL EROSION. 2' MIN. 2' MIN. 1' MIN. SIDES OF V-DITCH TO BE SEEDED AND MULCHED AT A MINIMUM. (SEE NOTE SHEET 5) BLANKETS MAY BE REQUIRED TO CONTROL EROSION. SUBGRADE 2' MIN. BERM INSTALL CHECK DAMS WHERE SLOPE EXCEEDS 2% (SEE DETAIL THIS SHEET) 1' 8' STRAW WATTLES INSTALLED AT PROPERTY LINE (SEE DETAIL SHEET 5) 8'2' 20' EASEMENT 8'2' INSTALL CHECK DAMS WHERE SLOPES EXCEED 2% (SEE DETAIL THIS SHEET) ROAD SUBGRADE TO BE SEEDED AND MULCHED. SEE NOTES SHEET 5. BLANKETS, NETTING, OR ADDITIONAL MEASURES MAY BE REQUIRED TO CONTROL EROSION. 10'1'COMPACTED NATIVE ESTABLISHED VEGETATION NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY TESC NOTES & DETAILS - 1TEMPORAR< EROSION CONTROL DITCH DETAIL NTS 1' MIN. 2 : 1 3:1 2 : 1 M A X . 2 : 1 TO E X I S T ING 1.5% TEMPORAR< INTERCEPTOR DIKE SWALE DETAIL NTS SUBGRADE 2:1P/L GRASS-LINED ALLE< SUBGRADE SECTION NTS C/L 2:1 2%2:12% TEMPORAR< BERM DETAIL NTS 06.20.25 Exhibit 34 4 N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY TESC NOTES & DETAILS - 2INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-ecENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 502153003N/A1.FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2.POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). 3.A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6.WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7.SILT FENCES SHALL NOT BE REMOVED BEFORE THE UP SLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8.SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9.SILT FENCING TO BE INSTALLED AT A MINIMUM AS SHOWN ON THESE PLANS. ADDITIONAL SILT FENCING TO BE INSTALLED AT ANY LOCATION WHERE RUNOFF COULD LEAVE THE SITE. WITH INSPECTOR APPROVAL, SILT FENCING AND CLEARING LIMITS FENCING MAY BE COMBINED BY USING ORANGE SILT FENCING. SILT FENCE NOTES: (BMP C233) 1.MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS AND MAY BE TOP-DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS.) 2.THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3.ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4.IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. STABILI=ED CONSTRUCTION ENTRANCE NOTES: (BMP C10) 1.THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM (POINT A) IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM (POINT B). 2.CHECK DAMS SHALL BE CONSTRUCTED OF 2-TO 4-INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3.IN THE CASE OF GRASS-LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL. 4.CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CHECK DAM NOTES: ALL SLOPES STEEPER THAN 3:1 AND GREATER THAN 5 VERTICAL FEET SHALL BE ROUGHENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING. TRACK WALKING NOTES: (BMP C130) 06.20.25 Exhibit 34 HOOD CANALHIGWAY 101WETLAND "B" WETLAND "C" WETLAND "D" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 8687888990 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123124125126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144145146 147 148 149 UNITS 62 63 64 66 67 65 LEGEND 150BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLB S B L B S B L BSB L B S B L BSBLBSBLBSBLBSBLB SB L BS B L BSB L BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLG 1 5 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-hcpENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030200100 200 4000 SCALE: 1" = 200'1" = 200'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY STREET LAYOUT PLAN5 N HATTON GODAT PANTIER BLACK PT RD US HIGHWAY 101B LA CK P T ROAD HOOD C A N A L 'A ' ROAD'B' ROAD'D ' ROAD ' E ' ROAD 'B ' ROAD 'C ' ROAD ' A ' RO A D 'H' ROAD'C' ROAD'F' ROADE 15 A 15 A 15 A 15 F 15 E 15 A 15 D 15 B 15G 1 5 B 15 C15B15B 15 E 15 J 15 B 15 H 15B15'G' R O A D G15E 1 5 J 15 2 0 0 ' S H O R E L I N E S E T B A C K 'I' ROAD 'B ' ROAD C 15 06.20.25 Exhibit 34 WATER TANK DRIVEWAYHOOD CANAL EX 12" METAL CULVERT EX 12" METAL CULVERT SIGN "CORMORANT VIEW DRIVE" SIGN "DEAD END" 140 80 20 210240290270230 220 200 170 15012013 0 100 90 90 90100120130 901201 6 0 15 0 180200190 170180 13014 0150160180 190 140180 190 180 150170200 2402 3 0 260240220 200 2302 1 0 160 1 5 0 19021018 0 1 7 0 210 1601 5 0 1 3 0 12 0 13 0 12 0 60 10 60 120 13050 1 0 140 200 260 2 7 0 2 8 0 28 0 3 0 0 2102 4 0 2 0 0 150100301031 0 320 32030 0 200 240 2 2 0 230240 230220210200220 190 2402201 5 0 1 4 0 701 0 1 2 0 18 0 18 0 22024020019 0 12 0 8 0 6 0 170180 160 1101301401501802001 5 0 160 140180 1802001 9 0 190 200 1901009 0 60 170 60 70 170 190 200 190 190240 240 240 200190190 190 1401 8 0 1 9 0 200200 2202202 2 0220 210 180 1 7 0160 150140 140130120120110 100 140150180220 250 2101801702 1 0 190190210210220260250 240 2402101 5 0 150 180 200 21022025019021022020022024025025 0 230140130180 1601601 7 0 180240260270 260240210190150 180 20 0 210 230250270270 260 2202102001901801701902302102 2 0 210130130200250270270 2002202 4 0 230240160110220 220 70 1 0 190 200180 1 7 0 10 0 23 0 240 190240270280260 220 24020018021023019017017019021 0 240 2702501901 8 0 170180170 160150 120120140160220250190 210 240 280290250250 200200180220 260 240 230 240 22022 0 18 0 19 0 20 0 160 150 160170 160 170200240250230 210200 200 200240 2 1 0210210200190180170150260 220230240250230 230 230230230 240 220 24 0 250 260 220 220230 230230230230230 230240250260 2602 7 0 2702102202302402 5 0 2 6 0200210220230240250 130140150 150 150 150160 1601701701501501601601601601601601601701 7 0 180180 180 1 8 0 1 8 0 1 8 0 1901902002002002002002102 2 0 150160170180190200210250 2202202202202202302302302 3 0 2 3 0 240220220 22023023023024 0 25 0 170180190200200200220230 240210220230240 160160 170170180 180 190 2 0 0 150 160 170 180 PAD EL 2000 PAD EL 2000 PAD EL 2000 PAD EL 200 PAD EL 2 28 0 250 230 220 210170 1 6 0150 12 01101001101201301401501501601401301 2 0 1101001801 8 0190 190200606070 70 80 80 90 90100 100 110 110 120 120 130 130140 140150 150160 1 6 0 17 0 110 110 110 120 120 120 130 140150 160 170 180 190 200 210220230240250260 210220230240 1902002101 6 01601 7 0 170180 180190 1 7 0 1 60 20 0 2302202 2 0 200 190 210 220230 20 0 210 15 0 12 0 40 210 200210 240 1901 9 0 2001902 0 0 2 1 0 2 3 0 24023021 0 20 0 190 1 8 0 180220240160170 180 1 9 0 15 8 16 2 164 166 168 17 2 1 7 4 176178182184186188200210220230190180210200190180170150150170160150140180190140140 130 110130 10090 90190160170230240250 200210220230240HIGWAY 101TRACT H TRACT E1 TRACT X-4 LAKE PLEASANT TRACT M TRACT X-4 TRACT X-1 TRACT X-2 TRACT X-3 TRACT C TRACT R TRACT O TRACT G TRACT X-5 TRACT X-6 TRACT X-9 TRACT X-10 TRACT X-7 TRACT X-12 TRACT C TRACT D WETLAND "B" WETLAND "C" WETLAND "D" TRACT X-8 TRACT F TRACT X-13 TRACT X-11 TRACT E2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 8687888990 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123124125126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144145146 147 148 149 TRACT ATRACT ATRACT ATRACT BTRACT B T R A C T B TR A C T BTRACT BTRACT ATRACT ATRACT ATRACT ATRACT ATRACT A TRACT X-2 TRACT QTRACT PTRACT M UNITS 62 63 64 66 67 65 TRACT X-1 LEGEND 150 TRACT X-14 DOG PARK TRACT TRACT IBSBLBSBLBSBL BSBLBSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBL BSBLBSBLBSBLBSBLB S B L B S B L BSBL B S B L BSBLBSBLBSBLBSBLBSB L BS B L BSB L BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLINDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-grdENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030200100 200 4000 SCALE: 1" = 200'1" = 200'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY OVERALLGRADING & DRAINAGE PLAN6 N HATTON GODAT PANTIER BLACK PT RD US HIGHWAY 101B LA CK P T ROAD PROTECT EXISTING OFFSITE WATER TANK DURING CONSTRUCTION HOOD C A N A L FOR PERMITTING PURPOSES ONLY NOT TO BE USED FOR BIDDING EARTHWORK CALCULATIONS CUT 1,231,000 CY FILL 925,000 CY NET (CUT)306,000 CY A.THE GROUND SURFACE FOR THE PLANNED FILL AREAS SHALL BE PREPARED TO RECEIVE FILL BY REMOVING ALL TREES, BRUSH, LANDSCAPING DEBRIS AND OTHER DELETERIOUS MATERIAL. B.EXISTING SOILS IN FILL AREA SHALL BE EXAMINED BY SOILS ENGINEER/GEOLOGIST RETAINED FOR PROJECT. C.TOP SOIL AND ANY OTHER SOILS THAT CAN NOT MEET COMPACTION REQUIREMENTS AS SHOWN IN THESE PLANS SHALL BE REMOVED PRIOR TO THE COMMENCEMENT OF FILL OPERATIONS. D.EXISTING SOILS IN FILL AREAS SHALL BE COMPACTED FOLLOWING THE RECOMMENDATIONS OF THE GEOLOGIST/SOILS ENGINEER. E.THE GEOLOGIST RETAINED FOR THE PROJECT SHOULD BE INVOLVED IN PLANNING THE EXTENT OF EXISTING SOILS TO BE REMOVED, THE LOCATION AND THICKNESS OF FILL PLACEMENT, OBSERVING PLACEMENT AND COMPACTION OF FILL SOILS AND IN VERIFYING COMPACTION REQUIREMENTS HAVE BEEN MET. CUT FILL NOTES: 1.ALL EMBANKMENT MATERIAL SHALL CONFORM TO SECTION 9-03.14(1) GRAVEL BORROW OF THE WSDOT STANDARD SPECIFICATIONS. 2.EMBANKMENT MATERIAL SHALL BE PLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY PER WSDOT/APWA STANDARDS 2-03.3(14)0. 3.EMBANKMENTS SHALL BE PLACED PER WSDOT STANDARD SPECIFICATIONS METHOD C. 4.AREAS TO BE FILLED SHALL BE CLEARED AND GRUBBED PRIOR TO PLACING ANY FILL MATERIAL. 5.A GEOTECHNICAL FIRM CAPABLE OF SUCH WORK SHALL SUPERVISE ALL FILL PLACEMENT AND SUBMIT INSPECTION AND COMPACTION REPORTS TO THE PROJECT ENGINEER. 6.NO FILL SHALL BE PLACED DURING PERIODS OF UNFAVORABLE WEATHER OR WHILE THE FILL IS FROZEN OR THAWING. 7.WHEN THE WORK IS STOPPED BY RAIN, PLACEMENT OF FILL SHALL NOT RESUME UNTIL THE GEOTECHNICAL FIRM DETERMINES THAT THE MOISTURE CONTENT IS SUITABLE FOR COMPACTIVE EFFORT. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REWORKING OF ANY FILL THAT HAS SOFTENED OR HAS LESS THAN THE REQUIRED COMPACTION. 9.ALL DISTURBED SOILS SHALL BE SEEDED, MULCHED OR OTHERWISE PROTECTED FROM SHEET WASHING AS SOON AS POSSIBLE FOLLOWING GRADING. 10.ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED UPON COMPLETION OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT COMPLETE COVERAGE OF THE DISTURBED AREAS IS PROVIDED AND THAT GROWTH OF THE VEGETATION IS ESTABLISHED. SEE ADDITIONAL REQUIREMENTS FOR EROSION CONTROL ON SHEET 2. GEOTECHNICAL SPECIFICATIONS: ENLARGED GRADING & DRAINAGE PLAN - 1 SEE SHEET 7 ENLARGED GRADING & DRAINAGE PLAN - 4 SEE SHEET 10 ENLARGED GRADING & DRAINAGE PLAN - 2 SEE SHEET 8 ENLARGED GRADING & DRAINAGE PLAN - 5 SEE SHEET 11 ENLARGED GRADING & DRAINAGE PLAN - 3 SEE SHEET 9 ENLARGED GRADING & DRAINAGE PLAN - 6 SEE SHEET 12 ENLARGED GRADING & DRAINAGE PLAN - 8 SEE SHEET 14 ENLARGED GRADING & DRAINAGE PLAN - 7 SEE SHEET 13 PROPOSED SITE FOR THE WASTEWATER TREATMENT PLANT KETTLE B WETLAND EXISTING CONTOURS (TYP) 'A' ROAD 'B' ROAD'D ' ROAD ' E ' ROAD 'H ' ROAD ' C ' RO AD 'G' R O A D ' A ' RO A D 'B' ROA D 'C' ROAD'F' ROAD GENERAL CONSTRUCTION NOTES 1.A CONSTRUCTION PERMIT FROM JC PUBLIC WORKS IS REQUIRED PRIOR TO COMMENCING WORK WITHIN COUNTY RIGHT-OF-WAY. 2.ANY WORK WITHIN STATE RIGHT-OF-WAY WILL REQUIRE A STATE CONSTRUCTION PERMIT. 3.THE CONTRACTOR SHALL NOTIFY JC PUBLIC WORKS AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION WITHIN THE RIGHT-OF-WAY. 4.THE CONTRACTOR SHALL PROVIDE ALL SIGNS, BARRICADES, FLAGMEN, LIGHTS, OR OTHER DEVICES NECESSARY FOR SAFE CONSTRUCTION TRAFFIC CONTROL IN ACCORDANCE WITH THE CURRENT EDITION OF THE MUTCD AND AS MODIFIED BY JEFFERSON COUNTY. A CONSTRUCTION TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO AND APPROVED BY JCPW PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT FOR WORK WITHIN COUNTY RIGHT-OF-WAY. 5.CONSTRUCTION SPECIFICATION: CURRENT EDITION OF THE WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 6.THE SUBGRADE MATERIAL SHALL BE SCARIFIED OR REMOVED TO A DEPTH REQUIRED BY JEFFERSON COUNTY PER INFORMATION OBTAINED FROM LABORATORY TESTS AND/OR AS REQUIRED IN THE PAVEMENT DESIGN REPORT. ADDITIVES OR APPROVED MATERIAL MAY BE REQUIRED IF THE NATIVE MATERIAL IS UNSATISFACTORY. THE SUBGRADE SHALL BE COMPACTED TO A MINIMUM DENSITY AND MOISTURE CONTENT RANGE OF 2 PERCENT BELOW OPTIMUM TO 2 PERCENT ABOVE AS DETERMINED IN ACCORDANCE WITH AASHTO DESIGNATION T180 OR T99 AND IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS SECTION 203.07. 7.AGGREGATE BASE COURSE FOR SHOULDERS SHALL BE PLACED AND COMPACTED 95 PERCENT MODIFIED PROCTOR TEST (AASHTO T180) AFTER PLACEMENT OF ASPHALT. 8.EXISTING ASPHALT PAVEMENT SHALL BE STRAIGHT SAWCUT OR BLADECUT WHEN ADJOINING WITH NEW ASPHALT PAVEMENT. TACK COAT SHALL BE APPLIED TO ALL SURFACES. 9.STRUCTURAL SECTION, INCLUDING SUBBASE AND ASPHALT, SHALL BE CONSTRUCTED ACCORDING TO THE FINAL PAVEMENT DESIGN THAT HAS BEEN PREPARED BY THE DEVELOPER’S ENGINEER, AND APPROVED BY JCPW. EXISTING STRUCTURAL SECTION AT THE MATCH POINT SHALL COMPLY WITH THE MINIMUM FULL DEPTH ASPHALT THICKNESS. KETTLE C LINED RECLAIMED WATER HOLDING FACILITY 2 0 0 ' S H O R E L I N E S E T B A C K KETTLE A STORMWATER POND #1 'I' ROAD 06.20.25 Exhibit 34 182184186188174 176 1 64 166154 156 1 5 0 216200198220218240238242250248196164166168180214216210 250248252270268270268272262264266268180182184170 172 160162164166154156124126120150150160146146148148152154156158162 21421410+0011+0012+0013+001 4 + 0 0 15+00 16+00 17+00 18+00 19+00 20 + 0 0 2 1 + 0 0 22+0023+0024+0025+0015+0016+0018+007+32 8+00 9+00 10+00 11+00 12+00 13+00 14+0 0 15+0 0 16+0 0 15 0 16 0 17 0 18 0 1 9 0 200210144 14 6 14815 2 15 4 15 6 15 8 16 2 16 4 16 6 16 8 17 2 1 7 4 17 6 1 7 8 1 8 2 18 4 1 8 6 18 8 19 2 1 9 4 19 6 1 9 8 2022042062082122 1 4 1801 9 0 200 2102202302402502601741761781821841841 8 4 1 8 6 1 8 8 192 194 196 198 202 204 206208212214216218222224226228232234236238242244246248252254256258262264266150 160 170 18 0190200210 22 0 2302 4 0 120 130 1401501601701801902002102202302402501221241261 2 8 132 134 136 138142144146148152 15415615816216416616817217417617818218418618819219419619820220420620821221421621822222422622823223423623824224424624825225413014 0150 1601321 3 4 1 3 6 13814 2 1 4 414614 8 1 5 2 1541561581621642 5 0 260270280160170180190200210 220 230 240250260270190 200 21 0 18 2 1 8 4 1 8 6 188 192 194 196 198 202 20 4 2 0 6 208 212 214 16017018019015415615816216416616817217417617818218418618819219417 0 18019016616817 2 17 4 17 6 178182186188HP 222.56 LP 208.938.75%9.65%7.41% 150 FIRST FLOOR EL 2000 210220230240250230 228 232 234 236160170180140 150 160170180190200210210220220138 138 142 144 146 148 152 154 156 158 1 6 2 164166168172174176178182184186188192194196198202204206208212212214214 216216218218222222HIGWAY 101TRACT H TRACT E1 TRACT X-5 TRACT D TRACT E2 TRACT ATRACT ATRACT A TRACT IBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLINDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-grd-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY ENLARGED GRADING& DRAINAGE PLAN - 17 N HATTON GODAT PANTIER BLACK P O I N T R D US HIGHWAY 101WALLS ILLUSTRATED ON THESE PLANS ARE FOR REFERENCE ONLY. WALLS TO BE DESIGNED AND PERMITTED UNDER A SEPARATE APPLICATION. TOP OF WALL ELEVATION INDICATES FINISH GRADE AFTER THE SITE HAS BEEN FULLY DEVELOPED. BIORETENTION SWALE w/ 5' BOTTOM (SEE DETAIL SHEET 17) WALL NOTES: SEE SHEET 8 MATCH LINE SEE SHEET 10MATCH LINE'A' ROAD'A ' ROAD'B' ROAD'D ' ROAD EMERGENCY OVERFLOW PATH TO SECOND POTHOLE OVERFLOW SPILLWAY EL. 201.00 132 LF 24" HDPE STORM PIPE EXISTING POTHOLE EXISTING POTHOLE STORMWATER POND #1 EXISTING POTHOLE 100% INFILTRATION 2"/HR DESIGN RATE DWL CONTOUR 200.00 OVERFLOW 201.00 BERM END OF SWALE 234 LF 12" HDPE STORM PIPE @ 0.01 FT/FT 141 LF 12" HDPE STORM PIPE @ 0.01 FT/FT FL 193± FL 193± REMAINDER OF 'A' ROAD TO BE DETAILED WITH SR 101/BPR INTERSECTION REDISIGN 20' MIN SETBACK CATCH BASIN TYPE 1, (TYP) CATCH BASIN TYPE 1, (TYP) 06.20.25 Exhibit 34 170 190188 192250248252270268270 264 266 260 256 2 3 2 2 3 4 2 3 6 2 3 8 220218222214190188212214216230210234160162234 220 218 234 236 20019619820220418018219 4 212214240 270268272250248252262264266268190192170210188188214240 26+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0010+0 0 11+0012+0013+0014+0010+00 11+00 12+ 0 0 1 3 + 0 014+0015+0016 + 0017+00200240250202204206208 236238242244246248252254184184190 200210220230 240250186188192194196198202204206208212214216218222224226 228232234236238242 2 4 4 2 4 6 2 4 8 252 170 1801801801901901902002002 0 0210210 210220220 220230230 230240166 168 172 174176178178178182182182 184184184 186186186 188188188192192192194194194196196196198198 198202202 2 0 2204204 2 0 4206206 206208208 208212212 212214214214216216216218218218222222 222224224 224226226 226228228 228232232 232234234 234236236 236238238 238242244 17018019020021017217417617818218418618819219419619820220420620821022023024 0 212214216218222224226228232234236238170180190200210220164166168172174176178182184186188192194196198202204206208212214216218222140150160170180190200 138142144146148152154156158162164166168172174176178182184186188192194196198202 19020021022 0 230 240 192194196198202204206208212214216 218 22 2 2 2 4 226 228 232 234 236 238 242 2441801 9 0 18218418618 8 1921941701 8 0 19017217417617 8 18218418618825 0 26 0 270 280 242 244 24 6 248 252 254 256 25 8 262 26 4 266 26 8 27 2 274276278 PAD EL 2000 PAD EL 2000 1801902002102102202302401.00%4.87%LP 189.34 HP 213.69 1.72%5.10%4.00% 8. 0 5 %2.00% 1 9 0 200210210 19 2 194 196 198 202 204 206 208212212 190190190200210210 210220230240240240 220 216 218 222 224 226 228 220220220230240220230 240 214216218222224226228232 234 236 238 24 2 244 246 EL 240.00 TRACT X-4 TRACT X-6 TRACT BBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLINDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-grd-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY ENLARGED GRADING &DRAINAGE PLAN - 28 N HATTON GODAT PANTIER SEE SHEET 11SEE SHEET 7 MATCH LINEMATCH LINE SEE SHEET 9 MATCH LINE 'A ' ROAD'B' ROAD'D ' ROAD'A' ROAD'E' ROADSE E S H E E T 10 WALLS ILLUSTRATED ON THESE PLANS ARE FOR REFERENCE ONLY. WALLS TO BE DESIGNED AND PERMITTED UNDER A SEPARATE APPLICATION. TOP OF WALL ELEVATION INDICATES FINISH GRADE AFTER THE SITE HAS BEEN FULLY DEVELOPED. WALL NOTES: BIORETENTION SWALE w/ 5' BOTTOM (SEE DETAIL SHEET 17) STORM POND #2 NATURAL DEPRESSION 100% INFILTRATION 2"/HR DESIGN RATE DWL EL 190.00 OVERFLOW EL 196.00 EXISTING OVERFLOW PATH (TYP) BIORETENTION SWALE w/ 5' BOTTOM (SEE DETAIL SHEET 17) GATE GATE STORM POND #3 EXCAVATE TO BTM EL 186.00 100% INFILTRATION 5"/HR DESIGN RATE DWL EL 189.00 OVERFLOW EL 190.00 STORM POND #3 EMERGENCY OVERFLOW SPILLWAY EL 190.00 34 LF 12" HDPE STORM PIPE FL 187.0020' MINSETBACKCATCH BASIN TYPE 1, (TYP) CATCH BASIN TYPE 2-48, (TYP) 06.20.25 Exhibit 34 240240194190 220 220 1 0 1 2 124 126 128 130 132 134 1 3 6 1 3 8 1 4 0 1 4 2144146 1 4 8 1 5 0 1 5 215415615 8 1 6 0 16 2 164 166 168 1 9 8 1 9 8 1 9 8 1 9 8 21437+0038+0039+0040+0041+0042+004 3 + 0 0 4 4 + 0 0 4 5 + 0 0 4 6 + 0 0 4 7 + 0 0 48+0049+0010+0 0 11+001 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 16+0017+0010+00 11+0 0 12+0 0 13+00 14+00 15 + 0 0 1 6 + 0 0 27+0028+0029+0030+0031+0 0 2 0 6 2082101781 7 8 1801 8 0 182182184184186186188188190190192192194194196196198200202172 174 17 6 19 6 198 200 202 19 6 19 8 2 0 0 176178180182184 186 188 190 192194196198200202204206208210212 212214 2148284 86 8890 92 94 9 6 98 10 0 10 2 10 4 10 6 10 8 1101121141161181201221241261281301321341 3 6 1 3 8 1 4 0 1 4 2 1 4 4 1 4 6 1 4 8 1501521 5 4156 158160162164166168170172174176178 180 182 184 186 220220222222 224224 226226 228228 230222 22 2 224224 226226 22823022622823023218 0 182184 186 18 8 19 0 19 2 19 4 19 6 19 8 20 0 2022042062082102122142162182202222242262282302322342362382402422442462482502522542562582601 9 0 192 1 9 4 19 6 19 8 20 0 20 2 20 4 206 20 8 210 212 2 1 4 2 1 6 2 1 8 220196198200202 20420618618 8 19 0 192194 1 8 6 1861 8 8 188190190192192 19 2192194194194196196196198200202204206 208 210 212 214 216218220 190 192 194196198200202204206 2 0 8 2 1 0 2 1 2 214 216 218 220 222 1982002 0 4 204 28 0 2822842862882 4 0200210220230240250198200 200200 202202 202 204204204 HP 215.00 HP 201.08 LP 195.79 HP 195.845.00%2.00%4 . 0 0%5.63%? ? ?190192194180190196196198200 202198198198200202 204206 208 210 212 214 2102101 9 0 1 9 2 1 9 4 1 9 6 1 9 8 200 20220420620821021221 4 21 6 21 8 22 0 220220 208208 210210 210 212212 212 214 216 21822 0 22 2 22 4 21 6 218 220 222 224 226 228 230 232 234 23 6 23 8 190 192192192 192 194194194 194196 196 214214216216218190192 194 196 196196 198 198 198200 2 0 0 2002022042062082102122142161 . 2 5% 186 1 8 0 188LP 195.79 HP 196.30 LAKE PLEASANT TRACT M TRACT X-4 TRACT G TRACT C 20 21 22 23 24 25 26 27 28 44 45 46 47 48 49 50 51 52 53 54 55 113 114 115 116 117 118 119 120 121 122 128 129 130TRACT ATRACT A TRACT X-14BSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLB S B L B S B L B S B L B S B L B S B L B S B L B S B L B S B L B S B L B S B L B S B L BSBL BSBL B S B L B S B L B S B L 5.02% PATH EL. 196.00 PATH EL. 186.00 180 182 184 186 188 190 192 194 196 198 200 202 204 206 208 210 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUMJEFFERSON COUNTY NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-grd-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY ENLARGED GRADING &DRAINAGE PLAN - 39 N HATTON GODAT PANTIER SEE SHEET 8 SEE SHEET 14 SEE SHEET 12MATCH LINE MATCH LINEMATCH LINES'A' ROAD' E ' ROAD ' A ' RO A D ' C ' RO AD 'B' ROADSEE SHEET 12 2 0 0 ' S H O R E L I N E S E T B A C K WALLS ILLUSTRATED ON THESE PLANS ARE FOR REFERENCE ONLY. WALLS TO BE DESIGNED AND PERMITTED UNDER A SEPARATE APPLICATION. TOP OF WALL ELEVATION INDICATES FINISH GRADE AFTER THE SITE HAS BEEN FULLY DEVELOPED. WALL NOTES: 8'x24' CONTECH STORMFILTER SEE DETAIL SHEET 19 BIORETENTION SWALE w/ 5' BOTTOM (SEE DETAIL SHEET 17) STORM POND #3 EXCAVATE TO BTM EL 186.00 100% INFILTRATION 5"/HR DESIGN RATE DWL EL 189.00 OVERFLOW EL 190.00 SEE SHEET 8 234 LF 24" HDPE STORM PIPE KETTLE C LINED RECLAIMED WATER HOLDING FACILITY BIORETENTION SWALE w/ 5' BOTTOM (SEE DETAIL SHEET 17) RECLAIMED WATER PUMP STATION 100'STRUCTURALSETBACK100'2:1MAX 2:1MAX 2:1MAX 1 0 ' D A Y L I G H T B A S EM E N T W A L L 10' DAYL IGHT BASEMENT WALL10' WALL CATCH BASIN TYPE 1, (TYP) CATCH BASIN TYPE 2-48, (TYP) 100' STEEP SLOPE BUILDING SETBACK 06.20.25 Exhibit 34 WATER TANK 164 170 210 208 160 140 138 142 140134136130120140220218226252254 2442462101801822 1 0 202204206190188192190188192196210210220222246264266254256250 25 4 25 6 252 254 256 258240238 242216270268270 264 266 260 256 2 3 2 2 3 4 2 3 6 2 3 8 234270268272156 17822622811+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00 22+00 23+00 24 + 0 0 2 5 + 0 0 2 6 + 0 0 2 7+ 0 0 28+0029+0030+0031+0032+0033+00 34+00 35+00 36+0037+0038+0039+0040+004 1 + 0 042+0043+0 0 10+0011+0012+00210206208212214 2602522542562582622642662202302402502602702182222242262282322342362382422442462482522542562582622642662682 2 0 22 0 2302402502602 2 2 22 2 22422 4 22622 6 228232234236238242244246248252254256258262 1 7 0 18019020021022023016616817 2 17 4 17 6 1781821841861881921941961982022042062082122142162182222242262282202 3 0 240 212214216 2182222 2 4 2 2 6228 2 3 2 2 3 4 236 238 242 180190200210220 230 240250260 26 0 2 7 0 270172174176178182184186188192194196198202204206208 212214216 218 222224226228232234236238242244246248252254256 258262 2 6 2 264 2 6 4 266 266 26 8 268 272272 230 240 250260270224 226228 232 2 3 4 236238 242 244 246248252254256258262264266268110 1201 3 0140150 160 170180190200210220230240250260106 108 112 114116118122124126128132134136138142144146148152154156 158 162 164164 164 166 16817217417617818218418618819219419619820220420620821221421621822222422622823223423423423623824224424624825225425625826226426627227415 0 160 170 180 1901 4 4 1 4 6 1481 5 2 154 156 158 162 164 166 168 172 174 17 617 8 1821841861881921941 2 0 130 14015 0 1 6 0 17 0 1 8 0 1 9 0 1 2 2 124 126 128 132 13 4 13 6 13 8 1421441461481521541 5 6 1 5 8 1 6 2 16 4 16 6 16817 2 1 7 4 1 7 6 1 7 8 1 8 2 1 8 4 1 8 6 1 8 8 192202204206200192 1 9 4 196198202204200210220230230 2 4 0 240 19820220420620821221421621822222422422622622822823223223423 4 23623 6 238 23 8 242 242 244 244 200 210220230240250 260 202 20 4206208212214216218222224226228232234236238242244246248252 254 256 258 262 264 222PAD EL 2000 FFE 20 PAD EL 200 FFE 2283 HP 245.45 1.72%5.10%5.08%2.15%1.42%250 250250 250 250250 250 250 250 250 250 250250250 244 244244244 244244244 246 246 246246246246 248 248 248248248 248 248248248 252252 254254254254 150150 150150150150 150150 150160140140140140140150160160 160160 160160 1601701701601601701701701701701 8 01921921941941961961961 9 6 1 5 0 150 150150 150 150150160160160160170170152152152152154154154154156156156156158158158158162162164164164164166166168168168168172172172172 150 150150 1501 5 0 160160 170170 148 148152 152152 154 154154 156 156156 158 158158 162162 164164 166166 168168 172172 1741 7 4 150150150 150160 160 170170170180190200210220220 230 230240 240250250 250 250148148152 152154154156156158158162 162164164166166 168168168172172 172 174174174 1761761 7 6 176176 178 178 178178178178178178178 178 178182184186188192194196198202204206208212214 216 216218 218222 222224224 226 226228228 232232 234 234236236 238238 242 242244 244246 246248 248248248 252 252 2 5 2 252 252252 252252 2202202202302406.27% TRACT X-1 TRACT X-9 TRACT X-10 TRACT X-7 TRACT X-8 TRACT F TRACT X-11 TRACT E2 1 2 3 42 43TRACT BTRACT B T R A C T B TR A C T BTRACT BTRACT ATRACT A TRACT X-2 DOG PARK TRACT BSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBL BSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLINDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-grd-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY ENLARGED GRADING &DRAINAGE PLAN - 410 N HATTON GODAT PANTIERBLACK PO INT RDSEE SHEET 8MATCH LINESEE SHEET 11 MATCH LINE 'B' ROAD'B ' ROAD'B' ROADTYPE 2 CATCH BASIN (TYP) PROPOSED TYPE 1 CATCH BASIN w/ SOLID COVER (TYP) TO POND #5 (SEE SHEET 11) WALL NOTES: DROP OFF ZONE BIORETENTION SWALE w/ 5' BOTTOM (SEE DETAIL SHEET 17) WALLS ILLUSTRATED ON THESE PLANS ARE FOR REFERENCE ONLY. WALLS TO BE DESIGNED AND PERMITTED UNDER A SEPARATE APPLICATION. TOP OF WALL ELEVATION INDICATES FINISH GRADE AFTER THE SITE HAS BEEN FULLY DEVELOPED. BIORETENTION SWALE w/ 5' BOTTOM (SEE DETAIL SHEET 17) STORM POND #6 EXCAVATE TO BTM EL 126.00 100% INFILTRATION 1"/HR DESIGN RATE DWL EL 131.00 OVERFLOW EL 132.00 EMERGENCY OVERFLOW SPILLWAY EL 132.00 45 LF 12" HDPE STORM PIPE RETAINING WALL HEIGHT VARIES 0' - 8' SEE NOTE THIS SHEET 6' WIDE BERM RETAINING WALL HEIGHT VARIES 0' - 30' SEE NOTE THIS SHEET RETAINING WALL HEIGHT VARIES 0' - 22' SEE NOTE THIS SHEET PICKLE BALL COURTS RETAINING WALL HEIGHT VARIES 0' - 20' SEE NOTE THIS SHEET LINED RECLAIMED WATER DISCHARGE SWALE (TYP)'H' ROADCATCH BASIN TYPE 1, (TYP) CB - TYPE 2 RIM 157 FL 154 CB - TYPE 2 RIM 160 FL 157 06.20.25 Exhibit 34 120114 11 6 100 90 90 114116120180190 180 180 164 170 120122110 108 112 94 96 8486100 146 156 11+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+001721741 9 0 1 8 6 1 8 8 192202206200192 1 9 4 196198202204200198160170180190200162164166168172174 1761781821841861881 9 2 1 9 4 1961982 0 2 204 206 208204 1 8 0 1902001 7 8 18218418618819219419619820260 90 100 110 12013014 0 1 5 0 160 62 86 88 92 94 96 98 102104 106 108 112 114 116 118122124126128132 134 136 13 8 1 4 2 14 4 1 4 6 1 4 8 152 154 156 158 162 164 210206 2 0 8212 19 0 190 200 2 0 0 192 192 194 194 196196 1981 9 8 2 0 2 202 20 4 204 206 190 190200 2002 1 0 210192 1921 9 4 194196 19 6 198 198202 2022042062062 0 8 2 0 8 2 1 2 2122 1 4 2142162 1 6 218218 2 0 0 19 6 19 8 18017617617817818218418618818019020021 0 2201821841861881921941961982022 0 4 2 0 6 20 8 2 1 2 21 4 21 6 21 8 607080 90100 1101201301401501 6 0 1 7 0 62646668727476 78 82 8 486 88929 4 96981021041061 0 8 112114116118122124126 1281321341 3 6 1 3 8142144146148 1521 5 4 1 5 6 1 5 8 1 6 2 1 6 4 1 6 6 1 6 8172174176 15016017014214 2144 14 4146148152154156158162164166168172174176 120 1201301 4 0 118118122122 1 2 4 126 12813 2 13 4 13 6 1381 5 01601701801 9 0 20014614 8 1 5 21541561581621641661681721741761781 8 2 1 8 4 1 8 6 1 8 8 1 9 2 1 9 4 1 9 6 198202202204206150 150150 16 01701801801901902002 0 0 148152 154156158162164166168172174176178 178182 182184 184186 186188 188192192 194194 1961 9 6 1981 9 8 2022 0 2 204 2 0 4 2 0 6 206194196198190 2 0 0 200182184 18 6 188 19 2 1 9 4 1 9 6 1 9 8 2022029 0 1001108 8 9 2 9 4 9 6 98102104106108112114116130140126128132134136138142144146148140140150150160160170180132132134134136136138138142142144144146146148148152152154154156156158158162164166168172174176178182184 186 188170180 156158162164166168172174176178 182 184 186 160170158162164166168172150160148152154154154154154154154156158162162 164164166166 LP 145.77 HP 148.37 HP 153.71 LP 158.03 HP 162.77 1.28%1.25%1.25%4.04%150150160 160 1461461481481 5 2 152 154 15 4 15 6 156 158 15 8 162 162 164 160162164170 168 172 174 176 TRACT X-2 WETLAND "B" WETLAND "C" WETLAND "D" 2 3 4 5 6 7 8 9 10 11 12 13 14 15 31 32 33 34 35 36 37 38 39 40 41 42 43 TRACT ATRACT ATRACT A TRACT X-1 BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLINDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-grd-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY ENLARGED GRADING &DRAINAGE PLAN - 511 N HATTON GODAT PANTIER SEE SHEET 10 SEE SHEET 12 MATCH LINE MATCH LINESEE SHEET 8MATCH LINE'H' ROAD18" HDPE CULVERT KETTLE C LINED RECLAIMED WATER HOLDING FACILITY WALL NOTES: WALLS ILLUSTRATED ON THESE PLANS ARE FOR REFERENCE ONLY. WALLS TO BE DESIGNED AND PERMITTED UNDER A SEPARATE APPLICATION. TOP OF WALL ELEVATION INDICATES FINISH GRADE AFTER THE SITE HAS BEEN FULLY DEVELOPED. BIORETENTION SWALE w/ 5' BOTTOM (SEE DETAIL SHEET 17) STORM POND #5 NATURAL DEPRESSION 99.2% INFILTRATION 2"/HR DESIGN RATE BTM EL 81.00 DWL EL 95.00 OVERFLOW EL 96.00 6' WIDE BERM 220 LF 21" HDPE STORM PIPE 218 LF 18" HDPE STORM PIPE 267 LF 15" HDPE STORM PIPE EMEGERENCY OVERFLOW SPILLWAY EL 96.00 LINED RECLAIMED WATER DISCHARGE SWALE (TYP) RIPRAP SWALE OUTFALL 1 2 0130140 06.20.25 Exhibit 34 268272136 240284 220200 19 6 3 0 0 320224 2 2 0 240 280256220184 49+0050+0051+0052+0056+00 57+00 58+00 59+0 0 38+0039+0040+0041+0042 + 0 0 43+0 0 1 5 + 2 2 10+0011+0012+0013+0014+001 5 + 0 0 11+0012 + 0 0 13 + 0 0 14+0 0 15+00 16+0023+0024+0025+0026+0027+0028+0029+0030+0031+0 0 0 + 1 0 1+00 2+003+003+32 200204208160180 1 4 8 152156164168172176192 196200192196204208212 2121601 4 4 1 4 8 152156164168220220224224 228228 224224 228228232200 20 4 208 200 22022 0 184 1 8 8192 196 2042042082 0 8 212212 216216 224224 228 22 8 232 2 3 2 236236200220240 260 1 9 2196 2042082 1 2 216224 228 232 236 244 248 252 256 264 268 240260244248 252 2562642682722322362402 6 0 28 0228232236 2442482522562 6 4 2 6 8 2 7 2 27 6 284240260280244 248252 256264268272276284288160 18 0 200 220 24 0 26 0 144 148 152 156 164 168 172 176 184 188 192 196 204 208 212 216 224228232 236 244 248 25 2 2 5 6 26 4 26814414818 0 200220176 1841 8 8 192196204208212216224200 2 2 0 184 188 192 196 204 208 212 21 6 2 2 4 2 0 0 19 6 2 0 4 28 0 276284288280 272 2 7 6 PAD EL 200 1 8 0 1 8 4 172176HP 195.84 4.00%5.63%5.63%5.72%18.00%10.00%4.24% 220 2 4 0 212 216 22422823223624422022022020022 0 220220 1 9 2 1 9 6 20420821221 6 22 0 208208 212212 212 216 22 4 240 228232236 244220 21 6 224 228 232 23 6 240 240 240224224224 2 2 4 22 8 22822 8 228 232232 232 236 236 236244 244 244248220220212216224228240 260 244 248 252 256 264 268 272 260260 164 168 216240 13.63%TRACT M TRACT R TRACT X-12 TRACT X-13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 58 59 60 61 123124125126 127 128 129 130 131 132 133 134 135 136 143 144145146 147 148 149TRACT ATRACT QTRACT M 150 BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLPAD EL 2000 260 244 248 252 256 264 268 272 276 6.74%9.53%260 2602407.41%240220200CCDS 250.77170180 190 200 210 166168172174 176 178 182 184 186 188 192 194 196 198 202 204 206 208 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-grd-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY ENLARGED GRADING &DRAINAGE PLAN - 612 N HATTON GODAT PANTIER SEE SHEET 13 SEE SHEET 11 SEE SHEET 9MATCH LINEMATCH LINE MATCH LINE 'A' ROAD'F' ROAD'H' ROAD'C' ROAD'G' R O A D WALL NOTES: WALLS ILLUSTRATED ON THESE PLANS ARE FOR REFERENCE ONLY. WALLS TO BE DESIGNED AND PERMITTED UNDER A SEPARATE APPLICATION. TOP OF WALL ELEVATION INDICATES FINISH GRADE AFTER THE SITE HAS BEEN FULLY DEVELOPED. STORM POND #4 EXCAVATE TO BTM EL 205.00 100% INFILTRATION 1"/HR DESIGN RATE DWL EL 211.00 OVERFLOW EL 212.00 EMERGENCY OVERFLOW SPILLWAY EL 212.00 BIORETENTION SWALE w/ 5' BOTTOM (SEE DETAIL SHEET 17) 124 LF 18" HDPE STORM PIPE 161 LF 15" HDPE STORM PIPE 180 'I' ROAD 20' MIN. SETBACK 06.20.25 Exhibit 34 6 284 286 220200 19 4 19 6 230232234246 2 1 01841861 7 4 1 7 6 1641 6 6 174 1762101 9 4 1 9 6 18 0 17 2 17 4 17 6 1 7 0 210242244246224226212214180 234 55+00 56+00 57+00 58+00 59+0 0 60 + 0 0 61 + 0 0 62 + 0 0 63+00 64+00 65+00 24+00 25+00 26+00 27+00 28+0 0 29 + 0 0 30 + 0 0 31 + 0 0 32+00 33+00 34+00 35+0036+0037+0038+0039+0010+0011+0012+0010+0011+0012 + 0 0 13 + 0 0 14+0 0 15+00 16+00 0 + 1 0 200 202 20 4 206 208 21 0 22 0 2042 0 6 2 0 8 212 214 216 21 8 22 2 232234 2362402502 6 0 2 7 0 28 0228238 2422442462482522542562 5 8 2 6 2 2 6 4 2 6 6 2 6 8 2 7 2 27 4 27 6 27 8 28 2 240250 260234236238242244 246 248252 254256258170 1 8 0 190172 174 1 7 6 1 7 8 182 184 186188192194196190186188 192194 180 190178 182 184 18 6 18819210 6 8 202204280 2 7 6 27 8 12 0 13 0 140 15016017018 0 1 9 0 20021 0220230 122 124 126 12 8 13 2 13 4 13 6 13 8 142 14 4 14 6 148152 15 4 156 158 1 6 2 1 6 4 16616817217 4 176 178 18 2 18 4 18 6 18 8 1 9 2 1 9 4196198202204206208 2 1 2 2 1 421621822 2 22 4 22 6 228 232 90 100 11012013084 86 88 92 94 96 98 102 104 1 0 6 108 1 1 2 114116 1 1 8 1221241261281 3 2 1 3 4 1 3 61301 4 0 1501 2 2 124 126128 132134136138142144146148152154156158190200192 1941961982 0 0 21 0 220230202204206208212214216218222224226228 23223423623 8 160170 1 8 0 16 2 164 1 6 6 1 6 8 172 1 7 4 1 7 6 1 7 8 10 20 30 40 50 60 70 80 6 8 121416 18 22 242628 32 34 3638 42 44 46 48 52 54 56 58 626466 68 7274 76 7882 LP 209.02 LP 199.27 4.00% 4.00% 2.60% 3.71%10.00%4.24% 212 214 216 218 2202162182222 2 4 2 2 6 2 2 8 200200 2 1 0210 2 2 0 230 240 202202 2042042062062082082 1 2 2 1 4 2 1 6 2 1 8 222 224 226 228 232 234 236 238 220 2 1 4 214214 2 1 6 2 1 8 222 224220230 210 220 2302 4 0 212 214 216 218 2 2 2 2242262282322342362382 4 2 244220220220 230 240 210210220212212214214216218222224226240 250 260 232232232234 236 238 242 244 246 248 252 254 256 258 262 264 260 13.63%9.79% TRACT X-3 TRACT C TRACT O 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 8687888990 91 92 93 94 95 96 979899 100 101 102 123124 134 135 136 137 138 139 140 141 142 143 144145146 147 148 149 TRACT QTRACT PTRACT M 66 67 150 BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL250 260 244 246 248 252 254 256 258 2629.53%7.41% 210 200 190 180 170160150140INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-grd-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY ENLARGEDGRADING & DRAINAGE PLAN - 713 N HATTON GODAT PANTIER SEE SHEET 12 SEE SHEET 14HOOD CANALMATCH LINEMATCH LINE 'C' R O A D 'C' ROAD'A' R O A D 'G' R O A D OUTFALL TO SWALE LEADING TO THE STORMWATER PUMP STATION POINT OF CONNECTION FROM STORMWATER PUMP 1,100 LF 12" PVC C900 FORCEMAIN 16'x20' PUMP HOUSE SEE DETAIL SHEET 18 200' SHORELINE SETBACK STORM POND #4 EXCAVATE TO BTM EL 205.00 100% INFILTRATION 2"/HR DESIGN RATE DWL EL 211.00 OVERFLOW EL 212.00 WALL NOTES: WALLS ILLUSTRATED ON THESE PLANS ARE FOR REFERENCE ONLY. WALLS TO BE DESIGNED AND PERMITTED UNDER A SEPARATE APPLICATION. TOP OF WALL ELEVATION INDICATES FINISH GRADE AFTER THE SITE HAS BEEN FULLY DEVELOPED. TYPE 2 CB RIM 247.00 FL 227.50 18" PVC STORM PIPE @ 0.005 FT/FT END NEW ACCESS AT EXISTING GRAVEL CAMPGROUND ACCESS ROAD STORMWATER PUMP 100 YR STORM BUFFER POND MINIMUM 24,000 CUBIC FEET BTM EL 115.00 TOP EL 121.00 STORM PUMP SUCTION 1,100 LF 12" PVC C900 STORMWATER FORCEMAIN INTERCEPTOR SWALE SEE DETAIL SHEET 18 EXISTING CAMPGROUND GRAVEL ACCESS ROAD STM PIPE DISCHARGE RIP RAP OUTFALL TOW 199 BW 189 TOW 179 BW 1552:12:1RIP RAP SWALE OUTFALL TOW 194 BW 184 TOW 174 BW 154 2:1100'(TYP)TOW 189 BW 179 TOW 169 BW 151 10' W A L L 10' W A L L TOW 200 BW 190 TOW 169 BW 160 2:12:1TOW 202 BW 192100'(TYP)'F' ROA D 2:1TOW 189 BW 179 06.20.25 Exhibit 34 1 0 1 2 6 136 138 140 142 144 24 2 24 4 124 126 128 130 132 134 1 3 6 220214 49+0050+0051+0052+005 3 + 0 0 54+00 55+0017+0018+0019+0020+0021+002 2 + 0 0 23+00 24+00 25+0010+0011+001+00 2+003+003+32 6 810 12 14 16 18 20 22 24 26 2830 32 34 3638 40 42444648 50 52 54 56 5858 58606264 66 68 70 7274767880 82 84 86 88 90 92 94 96 9 8 1 0 0102104 1 0 6 1 0 8 110 112 114 116 11 8 1 2 01221241261281301321341361 3 8 140 142 1441461 4 8 1 5 0 1 5 2 1 5 4 1 5 6 1 5 8 1 6 0 1 6 2164166168170172174176178180 182 184 186 18819 0 192 194 196 1981982 0 02022 0 4 204 2762 7 8 28 0 2822842862882 0 0 2 0 2 2 0 4 20 6 20 8 20220420620 8 208250252254256258260270 2 7 0 272 2 7 4 2 7 6 278 280 2 3 0 2 3 2 2 3 4 2 3 6 23 8 2 4 0 98 100 102 104 1 0 6 108 196198200HP 230.42 HP 218.223.13% 2.60%5.72%18.00% 202 130140150 160160160 170 180180 214 1 7 0 1 8 0 1801901901 9 0 190200196198200202204 206208208208208208208208208210210210212 214 218218218218218220222224 2 2 6 2 2 8 206 208 210 212 214 214216 216216216216216 218 218212 214 216 218 210228230232234236238240242 244224 226 228 230 232 234 23 6 23 8 22 6 226 22 8 22 8 228 23 0 230 232 232 234 234 236 236 238 238 240 240 242 242 244 244218 220222224224226226228228230230214216 TRACT C 54 55 56 57 58 59 60 61 68 102 103 104 105 106 107 108 109 110 111 112 113 114 123124125126 127 128 129 130 131 TRACT M 62 63 64 66 67 65 B S B L B S B L B S B L BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLB S B L B S B L BS B L B S B L B S B L BS B L BS B L BSB L BSB L BSB L BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL 210 200 190 180 170160150140INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUMJEFFERSON COUNTY NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-grd-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY ENLARGEDGRADING & DRAINAGE PLAN - 814 N HATTON GODAT PANTIER SEE SHEET 13SEE SHEET 9 HOOD CANAL MATCH LINEMATCH LINE 'A' RO A D 'I' ROAD 'C' RO A D 200' S H O R E L I N E S E T B A C K WALLS ILLUSTRATED ON THESE PLANS ARE FOR REFERENCE ONLY. WALLS TO BE DESIGNED AND PERMITTED UNDER A SEPARATE APPLICATION. TOP OF WALL ELEVATION INDICATES FINISH GRADE AFTER THE SITE HAS BEEN FULLY DEVELOPED. WALL NOTES: INTERCEPTOR SWALE TO STORMWATER PUMP BUFFER POND SEE DETAIL SHEET 18 TOW 206 BW 170 TOW 218 BW 216 INTERCEPTOR SWALE TO STORMWATER PUMP BUFFER POND SEE DETAIL SHEET 18200' SHOREL INE SETBACK 10' DAYLIGHT BASEMENT WALL 10' DAYLIGHT BASEMENT WALL TOW 204 BW 174 100' STR U C T U R A L SET B A C K TOW 207 BW 170 TOW 204 BW 175 TOW 201 BW 200 2:1 SLOPE 06.20.25 Exhibit 34 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-detENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 502153003N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY ROADWAY SECTIONS15 N/A0.5'0.5' TRAVEL LANE 10' TRAVEL LANE 10' C/L 0.5'0.5' TRAVEL LANE 10' TRAVEL LANE 10' C/L 2%2%2%2% TRAVEL LANE 10' TRAVEL LANE 10' C/L SWALE 4.5'5'5.5' 2:12:1 2:1 M A X . 2:1 M A X. 2%2% SWALE 4.5'5'5.5' 2:1 2:1 2:1 M A X. 2:1 M A X . 2' TRAVEL LANE 10' TRAVEL LANE 10' C/L 2%2%2:1 M A X. 2:1 M A X . 2:1 M A X . 2:1 M A X. TRAVEL LANE 10' TRAVEL LANE 10' C/L 2' 2%2% SWALE 4.5'5'5.5' 2:1 2:1 2:1 M A X. 2:1 M A X . 2' TRAVEL LANE 10' C/L 2:1 M A X. 2:1 M A X . ASPHALT TRAIL 14' 2:1 M A X. 2:1 M A X . 2:1 M A X . 2:1 M A X. 2:1 M A X . 2:1 M A X. 2:1 M A X. 2:1 M A X . ROADWA< SECTION G-G N.T.S. ROADWA< SECTION B-B N.T.S. ROADWA< SECTION A-A N.T.S. ROADWA< SECTION C-C N.T.S. ROADWA< SECTION F-F N.T.S. ROADWA< SECTION E-E N.T.S. 3" HMA CONCRETE TRAFFIC CURB 6" CSBC 18" COMPACTED NATIVE COMPACTED SUBGRADE 3" HMA CONCRETE TRAFFIC CURB w/ WEEP HOLES 25' O.C. FOR TRAIL 6" CSBC 18" COMPACTED NATIVE COMPACTED SUBGRADE 3" HMA 6" CSBC 18" COMPACTED NATIVE COMPACTED SUBGRADE COMPACTED SUBGRADE 3" HMA 6" CSBC 18" COMPACTED NATIVE COMPACTED SUBGRADE 3" HMA 6" CSBC 18" COMPACTED NATIVE COMPACTED SUBGRADE EXISTING PAVING SAWCUT EX. ASPHALT TO A CLEAN VERTICAL EDGE AND SEAL JOINT WITH EMULSIFIED ASPHALT SEE PAVING SECTION FOR STRUCTURAL DATA 51 2"1'-4"73 4"6"PAVEMENT 1" R POURED IN PLACE CONCRETE TRAFFIC CURB N.T.S. EXISTING PA9ING -OINT DETAIL N.T.S. ASPHALT WEDGE CURB N.T.S. 2:1 2:1 4" 18" A.C. WEDGE CURB AS SPECIFIED CRUSHED SURFACING TOP COURSE 0.5' ASPHALT CONCRETE GRAVEL BASE 18"18" ASPHALT WEDGE CURBASPHALT WEDGE CURB ASPHALT TRAIL 14' 18" TRAVEL LANE 10' SWALE 4.5'5'5.5' 2:12:1 2:1 M A X . 2:1 M A X. 2% 3" HMA 6" CSBC 18" COMPACTED NATIVE ASPHALT TRAIL 14' ASPHALT WEDGE CURB 2% SWALE 4.5'5'5.5' 2:12:1 2:1 M A X . 2:1 M A X. 2% 1' MIN. DRI9EWA< SECTION --- N.T.S. 2:1 M A X . 2:1 M A X. 18" 2:12:1 2:1 M A X. 2:1 M A X . 15' 2% 2" ASPHALT PAVING ON SLOPES >10% 2" CSTC 6" CSBC COMPACTED SUBGRADE 18" DEEP V DITCH w/ 2:1 SLOPES 2% 2% 06.20.25 Exhibit 34 140 80 20 210240290270230 220 200 170 15012013 0 100 90 90 90100120130 901201 6 0 15 0 180200190 170180 1301 4 0150160180 190 140180 190 180 150170200 2402 3 0 260240220 200 2302 1 0 160 1 5 0 19021018 0 1 7 0 210 1601 5 0 1 3 0 12 0 13 0 12 0 60 10 60 120 13050 1 0 140 200 260 2 7 0 2 8 0 28 0 3 0 0 2102 4 0 2 0 0 150100301031 0 320 32030 0 200 240 2 2 0 230240 230220210200220 190 2402201 5 0 1 4 0 7 0 1 0 1 2 0 18 0 18 0 22024020019 0 12 0 8 0 6 0 170180 160 1101301401501802001 5 0 160 140180 1802001 9 0 190 200 1901009 0 60 170 60 70 170 190 200 190 190240 240 240 200190190 190 1401 8 0 1 9 0 200200 2202202 2 0220 210 180 1 7 0160 150140 140130120120110 100 140150180220 2502101801702 1 0 190190210210220260250 240 2402101 5 0 150 180 200 21022025019021022020022024025025 0 230140130180 1601601 7 0 180240260270 260240210190150 180 20 0 210 230250270270 260 2202102001901801701902302102 2 0 210130130200250270270 2002202 4 0 230240160110220 220 70 1 0 190 200180 1 7 0 10 0 23 0 240 190240270280260 220 24020018021023019017017019021 0 240 2702501901 8 0 170180170 160150 120120140160220250190 210 240 280290250100 90220 250 200200180220 260 240 230 240 22022 0 18 0 19 0 20 0 160 150 160170 160 170200240250 230 210200 200 200240 2 1 0210210200190180170150260 220230240250 230 230 230230230 240 220 24 0 250 260210 220 220 220 220 220230 23023023023024025026 0 2602 7 0 2702102202302402 5 0 2 6 0110120130140150160170110 120 130 140 150 160 170180 200210220230240250130140150 150 150 150160 1601701701501501601601601601601601601701 7 0 180180 180 1 8 0 1 8 0 1 8 0 1901902002002002002002102 2 0 150160170180190200210250 2202202202202202302302302 3 0 2 3 0 240220220 22023023023024 0 25 0 170180190200200200220230 240210220230240 160160 170170180 180 190 2 0 0 150 160 170 180 28 0 250 230 210170 1 6 0150 12 01101001101201301401501501601401301 2 0 1101801 8 0190 190200606070 70 80 80 90 90100 100 110 110 120 120 130 130140 140150 150160 1 6 0 17 0 110 110 110 120 120 120 130 140150 160 170 180 190 200 210220230240250260 210220230240 1902002101 6 01601 7 0 170180 180190 1 7 0 1 60 20 0 2302202 2 0 200 190 210 220230 20 0 210 15 0 12 0 40 210 200210 240 1901 9 0 2001902 0 0 2 1 0 2 3 0 24023021 0 20 0 190 1 8 0 180220240160170 180 1 9 0 15 8 16 2 164 166 168 172 1 7 4 176178182184186188200210220230190180210200190180170150150170160150140180190140140 130 110130 10090190160170230240250 200210220230240HIGWAY 101TRACT H TRACT E1 TRACT X-4 LAKE PLEASANT TRACT M TRACT X-4 TRACT X-1 TRACT X-2 TRACT X-3 TRACT C TRACT R TRACT O TRACT G TRACT X-5 TRACT X-6 TRACT X-9 TRACT X-10 TRACT X-7 TRACT X-12 TRACT C TRACT D WETLAND "B" WETLAND "C" WETLAND "D" TRACT X-8 TRACT F TRACT X-13 TRACT X-11 TRACT E2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 8687888990 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123124125126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144145146 147 148 149 TRACT ATRACT ATRACT ATRACT BTRACT B T R A C T B TR A C T BTRACT BTRACT ATRACT ATRACT ATRACT ATRACT ATRACT A TRACT X-2 TRACT QTRACT PTRACT M UNITS 62 63 64 66 67 65 TRACT X-1 LEGEND 150 TRACT X-14 DOG PARK TRACT TRACT IBSBLBSBLBSBL BSBLBSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBL BSBLBSBLBSBLBSBLB S B L B S B L BSB L B S B L BSBLBSBLBSBLBSBLBS B L BS B L BSB L BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBLACK P T R D US HIGHWAY 101B LACK P T ROAD HOOD C A N A L 'A ' ROAD'B' ROAD'D ' ROAD ' E ' ROAD'B' ROAD ' C ' RO AD 'G' R O A D ' A ' RO A D 'H' ROAD'C' ROAD'F' ROADBASIN 4 BASIN 6 BASIN 5 BASIN 3 BASIN 10 BASIN 2 BASIN 8 BASIN 9 BASIN 7 BASIN 1 KETT L E B KETT L E C INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-basinsENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030200100 200 4000 SCALE: 1" = 200' N HATTON GODAT PANTIER 1" = 200'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY DRAINAGE BASINS16 2 0 0 ' S H O R E L I N E S E T B A C K KETTLE B BASIN BYPASS BASIN BYPASS BASIN KETTLE C BASIN BYPASS BASIN 'I' ROAD 06.20.25 Exhibit 34 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-detENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 502153003N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY GRADING & DRAINAGE DETAILS - 117 N/A1.A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE START OF LAND DISTURBING ACTIVITY, CONSTRUCTION OR STAKING OF THE SITE. THE PRECONSTRUCTION MEETING SHALL INCLUDE STAFF FROM STORMWATER, WATER AND SEWER UTILITIES IF APPLICABLE. 2.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE THURSTON COUNTY DRAINAGE DESIGN AND EROSION CONTROL MANUAL, OTHER COUNTY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA) IN THAT ORDER. 3.CONSTRUCTION SWPPP CONSISTENT WITH THE REQUIREMENTS SET FORTH IN VOL II IN THE DDECM AND INCLUDES ALL 13 ELEMENTS OR AS REQUIRED IN THE CONSTRUCTION STORMWATER GENERAL PERMIT. BMPS SELECTED FOR IMPLEMENTATION ARE TO BE APPROVED BY ECOLOGY AND ARE TO CONFORM TO THE CURRENT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. 4.A CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A COPY OF THE APPROVED STORMWATER PLANS SHALL BE ONSITE AT ALL TIMES WHEN CONSTRUCTION IS IN PROGRESS. WHENEVER INSPECTION AND/OR MONITORING REVEALS THAT THE BMPS ARE INADEQUATE, DUE TO DISCHARGE, TRACK OUT, OR POTENTIAL TO DISCHARGE, BMPS OR DESIGN CHANGES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE. IF DEFICIENCIES ARE IDENTIFIED THE FOLLOWING ACTIONS SHALL BE TAKEN BY THE COUNTY. IT SHALL BE AT THE DISCRETION OF THE INSPECTOR WHICH ACTION WILL BE TAKEN BASED ON THE SEVERITY OR HISTORY OF THE SITE. A.1ST ACTION TAKEN IS A VERBAL WARNING TO THE FOREMAN OR PERSON OVERSEEING THE SITE. B.2ND ACTION TAKEN IS A WRITTEN INSPECTION WITH ACTIONS TO BE TAKEN SIGNED BY THE FOREMAN OR PERSON OVERSEEING THE SITE. C.3RD ACTION TAKEN IF CORRECTIVE ACTIONS ARE NOT TAKEN, COMPLETED OR ISSUES CONTINUE TO BE FOUND WILL BE A WRITTEN NOTICE AND A STOP WORK ORDER SHALL BE POSTED. 5.SEASONAL WORK LIMITATIONS – FROM OCTOBER 1 THROUGH APRIL 30, CLEARING, GRADING, AND OTHER SOIL DISTURBING ACTIVITIES WILL NOT BE PERMITTED UNLESS IT IS SHOWN TO THE SATISFACTION OF THE COUNTY THAT SILT-LADEN RUNOFF WILL BE PREVENTED FROM LEAVING THE SITE THROUGH A COMBINATION OF THE FOLLOWING: • SITE CONDITIONS INCLUDING EXISTING VEGETATIVE COVERAGE, SLOPE, SOIL TYPE, AND PROXIMITY TO RECEIVING WATERS; AND • LIMITATIONS ON ACTIVITIES AND THE EXTENT OF DISTURBED AREAS; AND • PROPOSED EROSION AND SEDIMENT CONTROL MEASURES THE COUNTY MAY EXPAND OR RESTRICT THE SEASONAL LIMITATION ON SITE DISTURBANCE BASED ON SITE INSPECTIONS, LOCAL WEATHER CONDITIONS, OR OTHER INFORMATION. • IF, DURING THE COURSE OF ANY CONSTRUCTION ACTIVITY OR SOIL DISTURBANCE DURING THE SEASONAL LIMITATION PERIOD, SILT-LADEN RUNOFF LEAVING THE CONSTRUCTION SITE CAUSES A VIOLATION OF THE SURFACE WATER QUALITY STANDARD; OR • IF CLEARING AND GRADING LIMITS OR EROSION AND SEDIMENT CONTROL MEASURES SHOWN IN THE APPROVED PLAN ARE NOT MAINTAINED, THE COUNTY MAY TAKE ENFORCEMENT ACTION, INCLUDING BUT NOT LIMITED TO A NOTICE OF VIOLATION, ADMINISTRATIVE ORDER, FINE/PENALTY, STOP-WORK ORDER, OR CORRECTION NOTICE. 6.EXPOSED SOILS SHALL NOT BE LEFT EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS BETWEEN (OCTOBER 1 – APRIL 30) OR 7 DAYS BETWEEN (MAY1 – SEPT. 30). 7.ASSURE THAT CONCRETE WASHING AND CURING WATERS, WASTE STREAMS GENERATED FROM CONCRETE GRINDING AND SAWING, EXPOSED AGGREGATE PROCESSES, DEWATERING CONCRETE VAULTS, CONCRETE PUMPING AND MIXER WASHOUT IS PERFORMED OFFSITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. DO NOT DUMP EXCESS CONCRETE ON SITE, EXCEPT IN DESIGNATED CONCRETE WASHOUT AREAS. REFER TO THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL OR STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON FOR BMP’S. CONCRETE SPILLAGE OR CONCRETE DISCHARGE TO STORMWATER FACILITIES IS AN ILLICIT DISCHARGE. 8.APPLICANT SHALL COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS OF THE GOVERNING AUTHORITY OR AGENCY. 9.ALL STORM MAINS AND RETENTION/DETENTION AREAS SHALL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEY FIRM LICENSED TO PERFORM SUCH WORK. 10.STORM DRAIN PIPE MATERIALS SHALL BE AS SPECIFIED IN THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN VOLUME III OF THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL. 11.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE JURISDICTION. ANY MATERIAL DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE JURISDICTION. 12.SPECIAL STRUCTURES, OIL/WATER SEPARATORS, AND OUTLET CONTROLS SHALL BE INSTALLED PER PLANS AND MANUFACTURER’S RECOMMENDATIONS. 13.WASHINGTON LAW REQUIRES THAT THE RULES ADOPTED BY WASHINGTON UTILITIES AND TRANSPORTATION COMMISSION BE FOLLOWED. THOSE RULES ARE SET FORTH IN RCW 19.122 AND REQUIRES ANYONE PERFORMING ANY TYPE OF DIGGING TO CALL AT LEAST TWO BUSINESS DAYS BEFORE DIGGING. DIAL 811 OR 1-800-424-5555 OR VISIT WWW.CALLBEFOREYOUDIG.ORG . 14.ALL SURVEYING AND STAKING SHALL BE PERFORMED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. THE ENGINEER OR SURVEYOR DIRECTING SUCH WORK SHALL BE LICENSED BY THE STATE OF WASHINGTON. 15.THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE AS FOLLOWS: A.STAKE LOCATION OF ALL CATCH BASINS, MANHOLES AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B.STAKE LOCATION, SIZE, AND DEPTH OF RETENTION/DETENTION FACILITY. C.STAKE FINISHED GRADE OF ALL STORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH BASIN/MANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS, AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES, AND PIPES THAT DAYLIGHT. 16.FINAL ELEVATIONS, LOCATIONS, SLOPES, GRADES, ROADWAY ALIGNMENTS, ETC. SHALL BE BASED ON A FIELD SURVEY CONDUCTED BY A LICENSED PROFESSIONAL SURVEYOR AND SHALL BE STAMPED BY THE SURVEYOR AS A RECORD OF THE FINAL CONSTRUCTED LOCATION AND ELEVATION OF FACILITIES SHOWN. 17.A CONTINUOUS TONING WIRE SHALL BE BURIED THE ENTIRE LENGTH OF ALL STORMWATER PIPE AND BE LOCATED AND ATTACHED TO THE TOP OF THE PIPE. THE TONING WIRE SHALL BE 12 GAUGE INSULATED GREEN TONING WIRE. THE TONING WIRE SHALL END IN CATCH BASINS, MANHOLES, OTHER STRUCTURES, AND BE PLACED IN A ORGANIZED MANNER ON A STAINLESS STEEL CONCRETE WEDGE ANCHOR AND/OR HOOK WITHIN SIX (6) INCHES OF LID OR GRATE OR END OF PIPE IF NO STRUCTURES PRESENT I.E., CROSS CULVERT WITH A MINIMUM OF FIVE (5) FOOT COIL OF WIRE SO IT WILL NOT FALL OFF AND CAN BE ACCESSED WITHOUT ENTERING THE STRUCTURE. THE TONING WIRE SHALL BE TESTED FOR CONTINUITY PRIOR TO ACCEPTANCE. ALL SPLICES WILL BE MADE WITH COPPERHEAD SNAKEBITE CONNECTORS OR 3M DBR MOISTURE DISPLACEMENT CONNECTORS SPLICE KITS DESIGNED FOR IN-GROUND USE. 18.UNDERGROUND WARNING TAPE SHALL BE PLACED APPROXIMATELY TWELVE (12”) ABOVE THE TOP OF PIPE INDICATING STORMWATER PIPE. 19.ALL CULVERTS SHALL BE A MINIMUM OF TWELVE (12”) DIAMETER AND OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY OR ROADWAY TO THE BOTTOM OF THE DITCH. THE CULVERT SHALL EXTEND ONE FOOT OUTSIDE THE DRIVEWAY OR ROADWAY RADIUS BEFORE THE BEVEL TO ALLOW FOR RIPRAP ARMORING TO PREVENT SLOUGHING OF THE BASE/CRUSHED ROCK INTO THE DITCH. CULVERTS SHALL HAVE BEVELED ENDS TO MATCH THE SIDE SLOPE. DUCTILE IRON PIPE SHALL BE CUT SHORT TO ALLOW FOR TRANSITION TO PVC OR PE BEVELED PIPE ENDS THAT ARE EXPOSED IN OPEN CONVEYANCE SYSTEM. 20.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO ACCEPTED PLANS ON FILE WITH THE COUNTY. ANY MATERIAL DEVIATION FROM THE PLANS WILL REQUIRE WRITTEN ACCEPTANCE FROM THE DRAINAGE MANUAL ADMINISTRATOR OR DESIGNEE. 21.CATCH BASIN GRATES SHALL BE DIRECTIONAL GRATES WHERE GRADE OR SLOPE IS GREATER THAN OR EQUAL TO 1%. 22.A COPY OF THE ACCEPTED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 23.ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE ACCEPTABLE TO THE COUNTY. 24.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL OR MUTCD SHALL APPLY. 25.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE COUNTY RIGHT-OF-WAY. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. 26.ALL NEW STORM DRAIN PIPELINES SHALL BE CLOSED-CIRCUIT TELEVISION (CCTV) INSPECTED AND AIR PRESSURE TESTED (APT) BY THE DEVELOPER, CONTRACTOR OR APPLICANT AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED AND COMPACTION OF THE ROADWAY SUBGRADE IS COMPLETE. REQUIRED PRE-NOTIFICATION: THE CONTRACTOR SHALL NOTIFY THE COUNTY STORM AND SURFACE WATER UTILITY AT 360-867-2099 AT LEAST 3 WORKING DAYS IN ADVANCE OF THE FIRST TELEVISION INSPECTION. 27.THERMO-PLASTIC DRAINAGE MARKINGS ARE REQUIRED FOR ALL STRUCTURES IN THE ROADWAY. PLEASE CONTACT THE STORM AND SURFACE WATER UTILITY AT 360-867-2099 FOR MARKING STANDARDS. 28.THE PROJECT ENGINEER SHALL INSPECT DRAINAGE AND EROSION CONTROL FACILITIES PERIODICALLY DURING CONSTRUCTION. THE PROJECT ENGINEER SHALL PROVIDE, AT A MINIMUM, INSPECTION CERTIFICATION FOR THE DRAINAGE AND EROSION CONTROL FACILITIES FOLLOWING ANY STORM EVENT WITH PRECIPITATION EQUAL TO OR EXCEEDING 2 INCHES IN A 24-HOUR PERIOD. FAILURE TO SUBMIT CERTIFICATION TO THE COUNTY WITHIN 24 HOURS FOLLOWING SUCH AN EVENT MAY RESULT IN A STOP WORK ORDER BEING PLACED ON THE PROJECT. 29.ALL CASTINGS OR STRUCTURES NOT IN PAVEMENT AREAS, AND NOT IN THE ROADWAY RIGHT-OF-WAY OF A PAVED ROAD, SHALL BE SET SIX INCHES (6") ABOVE FINISHED GRADE. THEY SHALL HAVE A CAST IRON FRAME AND COVER GROUTED TO JUST UNDER THE TOP OF THE FRAME AND A CONCRETE PAD EXTENDING OUT 2 FEET IN ALL DIRECTIONS. 30.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THURSTON COUNTY. FOR SITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEEDING, FINAL WILL NOT OCCUR UNTIL THE GRASS HAS BEEN THOROUGHLY ESTABLISHED (90% ESTABLISHMENT), UNLESS OTHERWISE APPROVED BY THE COUNTY. 31.NO TREES OR SHRUBS MAY BE PLANTED WITHIN 25 FEET OF INLET OR OUTLET PIPES OR MANMADE DRAINAGE STRUCTURES SUCH AS SPILLWAYS OR FLOW SPREADERS. SPECIES WITH ROOTS THAT SEEK WATER, SUCH AS WILLOW OR POPLAR, SHALL BE AVOIDED WITHIN 50 FEET OF PIPES OR MANMADE STRUCTURES. 32.TCC 18.16.020 BONDING OF DRAINAGE IMPROVEMENTS SHALL NOT BE ALLOWED AND FACILITIES WILL BE CONSTRUCTED AND COMPLETE PRIOR TO FINAL. -SUPPORTING DOCUMENTS FOR THE 2016 THURSTON COUNTY DRAINAGE MANUAL GENERAL NOTES (STORM DRAIN CONSTRUCTION) 06.20.25 Exhibit 34 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-detENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 502153003N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY GRADING & DRAINAGE DETAILS - 218 N/AF L O W2' 12' MIN. RIPRAP OUTFALL DETAIL N.T.S. GEOTEXTILE FABRIC DISCHARGE PIPE w/ TRASH RACK EXTEND ROCK PAD A MINIMUM OF 1' ABOVE OUTFALL PIPE COMPACTED SUBGRADE GEOTEXTILE FABRIC USED UNDER ROCK PROTECTION OF OUTFALLS AND OVERFLOW SPILLWAYS SHOWN IN THESE PLANS SHALL BE US FABRICS US160NW OR APPROVED EQUIVALENT. GEOTEXTILE FABRIC NOTE: RIPRAP SHALL CONFORM WITH TABLE 3.7 OF THE 2022 THURSTON COUNTY DRAINAGE AND EROSION CONTROL MANUAL RIPRAP SHALL BE REASONABLY WELL GRADED ASSORTMENT OF ROCK WITH THE FOLLOWING GRADATION: MAXIMUM STONE SIZE........24" MEDIAN STONE SIZE...........16" MINIMUM STONE SIZE...........4" ARMOR POND A MINIMUM OF 3' EACH SIDE OF OUTFALL PIPE OR 3 x *D, WHICHEVER IS GREATER RIPRAP NOTE: *D = DIAMETER OF DISCHARGE PIPE. THE TREATMENT INFILTRATION BASIN SHALL BE SEEDED OR SODDED WITH A SEED MIXTURE SUITABLE FOR WET CONDITIONS. THE FOLLOWING OR EQUIVALENT MIXTURE MAY BE USED: APPLICATION SHALL BE 120 lbs/ACRE. IN ADDITION, 500 lbs/ACRE OF 10-20-20 FERTILIZER, 200 lbs/ACRE MULCH, AND 40 lbs/ACRE SOIL STABILIZER SHALL BE APPLIED WITH THE SEED MIXTURE. CHEWINGS FESCUE PERENNIAL RYE 15% 30% 15% 40% KENTUCKY BLUEGRASS TALL FESCUE GRASS NOTE: 3 11 3 20' GEOTEXTILE FABRIC SEE PLAN POND O9ERFLOW SPILLWA< NTS NOTE: EXTEND RIPRAP AND FABRIC TO TOE OF SLOPE. EMERGENCY OVERFLOW TOP OF ROCK ELEVATION SEE PLAN BIORETENTION EARTH CHECK DAM BIORETENTION OVERFLOW STRUCTURE BIORETENTION SWALE WITHOUT UNDERDRAIN 1" 20" x 24" 10" x 12" 18" x 22"6-1/4"1-1/2"MATERIAL: DUCTILE IRON, A-536 CL 80-55-06 APPROX WEIGHT 100LBS NOTES: BEEHIVE GRATE FOR USE WITH SM60 20" x 24" REV FRAME N.T.S. 12" FM TO POND 5 GENERATOR ON CONCRETE PAD AUTOMATIC TRANSFER SWITCH 4"x12" REDUCER 4" DISCHARGE PIPE 20'16'6" SUCTION PIPE ELEC. METER POWER SERVICE PUMP CONTROL PANEL 6" SUCTION PIPE 60" MH w/ OVERFLOW GRATE RIM 212.25 FL 210.00 (6") 10 HP PUMP 25 HP PUMP 50 HP PUMP 75 HP PUMP DOUBLE DOORS 6' WIDE STORMWATER PUMP STATION 1 STORMWATER PUMP POND3:13:1 200' S H O R E LI N E S E T B A C K INFLOW FROM INTERCEPTOR SWALE 32 LF 12" HDPE CULVERT ASPHALT ACCESS PAD 6" MIN. EXISTING CAMPGROUND GRAVEL ACCESS ROAD 06.20.25 Exhibit 34 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-detENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 502153003N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY GRADING & DRAINAGE DETAILS - 319 N/A06.20.25 Exhibit 34 N8°16'8"EN88°01'15"W N81°43'52"W N81°43'52"W HIGWAY 101WETLAND "B" WETLAND "C" WETLAND "D" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 8687888990 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123124125126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144145146 147 148 149 UNITS 62 63 64 66 67 65 LEGEND 150BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLB S B L B S B L BSBL B S B L BSBLBSBLBSBLBSBLBS B L BS B L BSB L BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLINDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-wtrENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030200100 200 4000 SCALE: 1" = 200'1" = 200'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY OVERALLWATER PLAN20 N HATTON GODAT PANTIER PROPOSED WATER RESERVOIR AND PUMP STATION ENLARGED UTILITY PLAN - 1 SEE SHEET 23 ENLARGED UTILITY PLAN - 4 SEE SHEET 26 ENLARGED UTILITY PLAN - 2 SEE SHEET 24 ENLARGED UTILITY PLAN - 5 SEE SHEET 27 ENLARGED UTILITY PLAN - 3 SEE SHEET 25 ENLARGED UTILITY PLAN - 6 SEE SHEET 28 ENLARGED UTILITY PLAN - 7 SEE SHEET 29 BLACK P T R D US HIGHWAY 101B LA CK P T ROAD HOOD C A N A L 'A ' ROAD'B' ROAD'D ' ROAD ' E ' ROAD'B' ROAD ' C ' RO AD 'G' R O A D ' A ' R O A D 'H' ROAD'C' ROAD'F' ROAD2 0 0 ' S H O R E L I N E S E T B A C K 'I' ROAD 'B ' ROAD 06.20.25 Exhibit 34 N8°16'8"EN88°01'15"W N81°43'52"W N81°43'52"W HIGWAY 101TRACT H TRACT E1 TRACT X-4 LAKE PLEASANT TRACT M TRACT X-4 TRACT X-1 TRACT X-2 TRACT X-3 TRACT C TRACT R TRACT O TRACT G TRACT X-5 TRACT X-6 TRACT X-9 TRACT X-10 TRACT X-7 TRACT X-12 TRACT C TRACT D WETLAND "B" WETLAND "C" WETLAND "D" TRACT X-8 TRACT F TRACT X-13 TRACT X-11 TRACT E2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 8687888990 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123124125126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144145146 147 148 149 TRACT ATRACT ATRACT ATRACT BTRACT B T R A C T B TR A C T BTRACT BTRACT ATRACT ATRACT ATRACT ATRACT ATRACT A TRACT X-2 TRACT QTRACT PTRACT M UNITS 62 63 64 66 67 65 TRACT X-1 LEGEND 150 TRACT X-14 DOG PARK TRACT TRACT IBSBLBSBLBSBL BSBLBSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBL BSBLBSBLBSBLBSBLB S B L B S B L BSBL B S B L BSBLBSBLBSBLBSBLBS B L BS B L BSB L BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLINDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-rw-irrENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030200100 200 4000 SCALE: 1" = 200'1" = 200'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY OVERALL RECLAIMEDWATER-IRRIGATION PLAN21 N HATTON GODAT PANTIER ENLARGED UTILITY PLAN - 1 SEE SHEET 23 ENLARGED UTILITY PLAN - 4 SEE SHEET 26 ENLARGED UTILITY PLAN - 2 SEE SHEET 24 ENLARGED UTILITY PLAN - 5 SEE SHEET 27 ENLARGED UTILITY PLAN - 3 SEE SHEET 25 ENLARGED UTILITY PLAN - 6 SEE SHEET 28 ENLARGED UTILITY PLAN - 7 SEE SHEET 29 BLACK P T R D US HIGHWAY 101B LA CK P T ROAD HOOD C A N A L 'A ' ROAD'B' ROAD'D ' ROAD ' E ' ROAD'B' ROAD ' C ' RO AD 'G' R O A D ' A ' R O A D 'H' ROAD'C' ROAD'F' ROADPROPOSED RECLAIMED WATER POND PROPOSED RECLAIMED WATER PUMP STATION 2 0 0 ' S H O R E L I N E S E T B A C K RECLAIMED WATER FORCEMAIN WATER WHEEL RECLAIMED WATER SWALE SEE DETAIL SHEET 31 'I' ROAD 'B ' ROAD 06.20.25 Exhibit 34 N8°16'8"EN88°01'15"W N81°43'52"W N81°43'52"W HIGWAY 101WETLAND "B" WETLAND "C" WETLAND "D" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 8687888990 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123124125126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144145146 147 148 149 UNITS 62 63 64 66 67 65 LEGEND 150BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLB S B L B S B L BSBL B S B L BSBLBSBLBSBLBSBLBS B L BS B L BSB L BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLINDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-swrENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030200100 200 4000 SCALE: 1" = 200'1" = 200'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.PRELIMINARY OVERALLSEWER PLAN22 N HATTON GODAT PANTIER SEWER LIFT STATION ENLARGED UTILITY PLAN - 1 SEE SHEET 23 ENLARGED UTILITY PLAN - 4 SEE SHEET 26 ENLARGED UTILITY PLAN - 2 SEE SHEET 24 ENLARGED UTILITY PLAN - 5 SEE SHEET 27 ENLARGED UTILITY PLAN - 3 SEE SHEET 25 ENLARGED UTILITY PLAN - 6 SEE SHEET 28 ENLARGED UTILITY PLAN - 7 SEE SHEET 29 BLACK P T R D US HIGHWAY 101B LA CK P T ROAD HOOD C A N A L 'A ' ROAD'B' ROAD'D ' ROAD ' E ' ROAD'B' ROAD ' C ' RO A D 'G' R O A D ' A ' R O A D 'H' ROAD'C' ROAD'F' ROAD 200' SHO R E L I N E S E T B A C K SEWER LIFT STATION COLLECTION BASIN WASTEWATER TREATMENT PLANT FUTURE SEWER LIFT STATION AT MARITIME VILLAGE GRAVITY SEWER COLLECTION BASIN INDICATES GRAVITY SEWER COLLECTION BASIN INDICATES SEWER LIFT STATION COLLECTION BASIN SEWER COLLECTION BASIN LEGEND END OF SEWER LIFT STATION #1 6" FORCEMAIN 'I' ROAD 'B ' ROAD 4" FORCEMAIN TO GRAVITY SEWER & WASTEWATER TREATMENT PLANT GRAVITY SEWER 06.20.25 Exhibit 34 HIGWAY 101TRACT H TRACT E1 TRACT X-5 TRACT D TRACT E2 TRACT ATRACT ATRACT A TRACT IBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL1 5 0 150 180 200 21022019021022020022024025025 0 230140130180 1601601 7 0 180240260270 260240210190150 180 20 0 210 23016017019021 0 270180170 160150 120120140160220250230210210200190180170150260N8°16'8"EN88°01'15"W N81°43'52" W N81°43'52" W INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-util-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/APRELIMINARY ENLARGEDUTILITY PLAN - 123 N HATTON GODAT PANTIERBLAC K P O I N T R D US HIGHWAY 101NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.SEE SHEET 24 MATCH LINE SEE SHEET 26MATCH LINE'A' ROAD'A ' ROAD'B' ROAD'D ' ROAD PROPOSED 12" WATERMAIN (TYP) PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED FIRE HYDRANT (TYP) FIRE HYDRANT POST-INDICATOR FIRE DEPT. CONNECTION (TYP) PROPOSED 6" IRRIGATION (TYP) PROPOSED GRAVITY SEWER LATERAL w/ CLEANOUT (TYP) FUTURE WATER SERVICE TO THE MARITIME VILLAGE SEWER FORCEMAIN FROM FUTURE MARITIME VILLAGE IRRIGATION DISTRIBUTION MAIN FROM RECLAIMED WATER HOLDING POND. IRRIGATION SUPPLY TO ·GOLF COURSE ·ALL PROJECT LANDSCAPING ·"FIRESMART" WETTING OF NATURAL FOREST AREAS STORM POND #1 FFE 240 (GARAGES) OFFSITE FORCEMAIN DISCHARGE TO GRAVITY SEWER 06.20.25 Exhibit 34 TRACT X-4 TRACT X-6 TRACT BBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL170 190190240 240 240 200190190 190 230250270270 260 2202102001901801701902302102 2 0 21023 0 240 190240270280260 220 240200180180180 170 240 2702501901 8 0 170210200 240 2 1 0 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-util-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/APRELIMINARY ENLARGED UTILITY PLAN - 224 NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. N HATTON GODAT PANTIER SEE SHEET 26SEE SHEET 23 MATCH LINEMATCH LINE SEE SHEET 25 MATCH LINE 'A ' ROAD'B' ROAD'D ' ROAD'A' ROAD'E' ROADPROPOSED 12" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED FIRE HYDRANT (TYP) PROPOSED 2" WATER SERVICE (TYP) PROPOSED 8" IRRIGATION PROPOSED 6" IRRIGATION PROPOSED 8" WATERMAIN PROPOSED 12" WATERMAIN PROPOSED 8" IRRIGATION PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED 12" WATERMAIN PROPOSED 8" IRRIGATION IRRIGATION DISTRIBUTION MAIN FROM RECLAIMED WATER HOLDING POND. IRRIGATION SUPPLY TO ·GOLF COURSE ·ALL PROJECT LANDSCAPING ·"FIRESMART" WETTING OF NATURAL FOREST AREAS STORM POND #2 FFE 240 (GARAGES) FFE 230 (GARAGES) GATE STORM POND #3 GATE FIRE HYDRANT POST-INDICATOR FIRE DEPT. CONNECTION (TYP) PROPOSED 6" IRRIGATION (TYP) PROPOSED GRAVITY SEWER LATERAL w/ CLEANOUT (TYP) PROPOSED TYPE 1 MANHOLE (TYP) PROPOSED TYPE 1 MANHOLE (TYP) PROPOSED 8" GRAVITY SEWER (TYP) 06.20.25 Exhibit 34 LAKE PLEASANT TRACT M TRACT X-4 TRACT G TRACT C 20 21 22 23 24 25 26 27 28 44 45 46 47 48 49 50 51 52 53 54 55 113 114 115 116 117 118 119 120 121 122 128 129 130TRACT ATRACT A TRACT X-14BSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLB S B L B S B L B S B L B S B L B S B L B S B L B S B L B S B L B S B L B S B L B S B L BSBL BSBL BSBLB S B L B S B L 28 0 230240 230220210200220 190 2402201 5 0 1 4 0 7 0 1 0 1 2 0 1 8 0 18 0 22024020019 0 12 0 8 0 6 0 170180 160 110130140150180200200 190 220 220 70 1 0 190 200180 1 7 0 10 0 220 22 0 200 200INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-util-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/APRELIMINARY ENLARGED UTILITY PLAN - 325 NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. N HATTON GODAT PANTIER SEE SHEET 24 SEE SHEET 29 SEE SHEET 26MATCH LINE MATCH LINEMATCH LINE'A' ROAD' E ' ROAD ' A ' RO A D ' C ' RO AD 'H' RO A D PROPOSED 12" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED FIRE HYDRANT (TYP) PROPOSED GRAVITY SEWER LATERAL w/ CLEANOUT (TYP) PROPOSED DOUBLE WATER SERVICE (TYP) PROPOSED SINGLE WATER SERVICE (TYP) PROPOSED LINED RECLAIMED WATER POND PROPOSED 4" SEWER FORCEMAIN RECLAIMED WATER/IRRIGATION SYSTEM PUMP STATION PROPOSED 8" IRRIGATION PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED 6" IRRIGATION PROPOSED 8" WATERMAIN PROPOSED 12" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED 8" IRRIGATION PROPOSED 12" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED 8" IRRIGATION PROPOSED 6" IRRIGATION PROPOSED 8" WATERMAIN PROPOSED 6" IRRIGATION PROPOSED 8" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP) STORM POND #3 IRRIGATION DISTRIBUTION MAIN FROM RECLAIMED WATER HOLDING POND. IRRIGATION SUPPLY TO ·GOLF COURSE ·ALL PROJECT LANDSCAPING ·"FIRESMART" WETTING OF NATURAL FOREST AREAS IRRIGATION DISTRIBUTION MAIN FROM RECLAIMED WATER HOLDING POND. IRRIGATION SUPPLY TO ·GOLF COURSE ·ALL PROJECT LANDSCAPING ·"FIRESMART" WETTING OF NATURAL FOREST AREAS RECLAIMED WATER TO IRRIGATION SUCTION LINE TO PRESSURIZATION PUMP 2 0 0 ' S H O R E L I N E S E T B A C K SE W E R B A S I N D I V I D E PROPOSED TYPE 1 MANHOLE (TYP) PROPOSED TYPE 1 MANHOLE (TYP) 06.20.25 Exhibit 34 TRACT X-1 TRACT X-9 TRACT X-10 TRACT X-7 TRACT X-8 TRACT F TRACT X-11 TRACT E2 1 2 3 42 43TRACT BTRACT B T R A C T B TR A C T BTRACT BTRACT ATRACT A TRACT X-2 DOG PARK TRACT BSBLBSBLBSBLBSBLBSBLBSBLBSBL BSBL BSBLBSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL170 1 8 0 1 9 0 200200 2202202 2 0220 210 180 1 7 0 160 150140 140130120140 250 2101801702 1 0 190190210210220240250 240210220250270270 260 1301302002502702702002202 4 0 230240160 150 160170 160 170200240250 230 220230240250 250 250 250 PROPOSED TYPE 1 SEWER MANHOLE RIM 179.41 FL 173.67 (8" S) FL 173.57 (8" E) FL 171.28 (8" W) INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-util-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/APRELIMINARY ENLARGED UTILITY PLAN - 426 NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.SEE SHEET 24MATCH LINESEE SHEET 27 MATCH LINE B LACK PO IN T RD N HATTON GODAT PANTIER 'B' ROAD'B ' ROAD'B' ROADPROPOSED 12" WATERMAIN (TYP) PROPOSED FIRE HYDRANT (TYP) PROPOSED GRAVITY SEWER LATERAL w/ CLEANOUT (TYP) PROPOSED DOUBLE WATER SERVICE (TYP) EXISTING WATER TANK PROPOSED 8" IRRIGATION PROPOSED 12" WATERMAIN (TYP) PROPOSED 8" IRRIGATION PROPOSED 8" WATERMAIN 1ST FLOOR - SPORTS ARENA- FFE 240 3RD FLOOR LOBY - FFE 260 FFE 210 (1ST LEVEL PARKING) IRRIGATION DISTRIBUTION MAIN FROM RECLAIMED WATER HOLDING POND. IRRIGATION SUPPLY TO ·GOLF COURSE ·ALL PROJECT LANDSCAPING ·"FIRESMART" WETTING OF NATURAL FOREST AREAS FIRE HYDRANT POST-INDICATOR FIRE DEPT. CONNECTION (TYP) PROPOSED 8" GRAVITY SEWER (TYP)'H' ROAD06.20.25 Exhibit 34 LAKE PLEASANT TRACT X-2 WETLAND "B" WETLAND "C" 3 4 5 6 7 8 9 10 11 12 13 14 15 1629 30 31 32 33 34 35 36 37 38 39 40 41 TRACT ATRACT A TRACT X-1 BSBL13 0 130901201 6 0 15 0 180200190 170180190 1301 4 0150160180 190 140180 190 1801301401501802001 5 0 160140200180 1802001 9 0 190 200 19010090 60 60 70160110 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-util-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/APRELIMINARY ENLARGED UTILITY PLAN - 527 NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. N HATTON GODAT PANTIER SEE SHEET 26 SEE SHEET 28 MATCH LINE MATCH LINESEE SHEET 24MATCH LINE'H' ROADPROPOSED 12" WATERMAIN (TYP) PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED FIRE HYDRANT (TYP) PROPOSED GRAVITY SEWER LATERAL w/ CLEANOUT (TYP) PROPOSED DOUBLE WATER SERVICE (TYP) PROPOSED SINGLE WATER SERVICE (TYP) PROPOSED 8" IRRIGATION PROPOSED 6" IRRIGATION IRRIGATION DISTRIBUTION MAIN FROM RECLAIMED WATER HOLDING POND. IRRIGATION SUPPLY TO ·GOLF COURSE ·ALL PROJECT LANDSCAPING ·"FIRESMART" WETTING OF NATURAL FOREST AREAS 12" WATERMAIN EXTENSION TO FUTURE WELL 12" WATERMAIN SUPPLY FROM BOOSTER PUMP STATION TO SYSTEM15' ESMT.15' ESMT.GOLF COURSE & WELL, RESEVOIR & BOOSTER PUMP STATION ACCESS PROPOSED 6" IRRIGATION IRRIGATION DISTRIBUTION MAIN FROM RECLAIMED WATER HOLDING POND. IRRIGATION SUPPLY TO ·GOLF COURSE ·ALL PROJECT LANDSCAPING ·"FIRESMART" WETTING OF NATURAL FOREST AREAS15'PROPOSED TYPE 1 MANHOLE (TYP) PROPOSED TYPE 1 MANHOLE (TYP) 06.20.25 Exhibit 34 TRACT M TRACT R TRACT X-12 TRACT X-13 17 18 19 20 21 22 23 24 25 26 27 28 58 59 60 61 68 69 70 71 72 73 74 75 123124125126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144145146 147 148 149TRACT ATRACT QTRACT M 62 63 66 67 150 BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL240290270230 220 200 170 150 150170200 2402 3 0 260240220200 230260 2 7 0 2 80 28 0 3 0 0 31 0 320 3 2 0 30 0 200 240 2 2 0 230240 230220210200220 190 210 240 280290250250 220260 240 230 240 220 22 0 230 230 230 230 230 240 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-util-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 1" = 50'N/APRELIMINARY ENLARGED UTILITY PLAN - 628 NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. N HATTON GODAT PANTIER SEE SHEET 29 SEE SHEET 27 SEE SHEET 25MATCH LINEMATCH LINE MATCH LINE 'A' ROAD'F' ROA D'H' ROAD'G' R O A D 'C' ROADPROPOSED 8" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP)PROPOSED FIRE HYDRANT (TYP) PROPOSED GRAVITY SEWER LATERAL w/ CLEANOUT (TYP) PROPOSED DOUBLE WATER SERVICE (TYP) PROPOSED SINGLE WATER SERVICE (TYP) PROPOSED WATER RESERVOIR AND BOOSTER PUMP STATION PROPOSED 12" WATERMAIN PROPOSED 8" IRRIGATION PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED 8" WATERMAIN PROPOSED 6" IRRIGATION PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED 8" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED 6" IRRIGATION PROPOSED 8" WATERMAIN PROPOSED 6" IRRIGATION PROPOSED 8" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP)PROPOSED 6" IRRIGATION PROPOSED 8" WATERMAIN PROPOSED 6" IRRIGATION 12" WATERMAIN SUPPLY FROM BOOSTER PUMP STATION TO SYSTEM 15' ESMT.GOLF COURSE & WELL, RESEVOIR & BOOSTER PUMP STATION ACCESS SE W E R B A S I N D I V I D E STORM POND #4 FIRE HYDRANT POST-INDICATOR FIRE DEPT. CONNECTION (TYP) IRRIGATION DISTRIBUTION MAIN FROM RECLAIMED WATER HOLDING POND. IRRIGATION SUPPLY TO ·GOLF COURSE ·ALL PROJECT LANDSCAPING ·"FIRESMART" WETTING OF NATURAL FOREST AREAS IRRIGATION DISTRIBUTION MAIN FROM RECLAIMED WATER HOLDING POND. IRRIGATION SUPPLY TO ·GOLF COURSE ·ALL PROJECT LANDSCAPING ·"FIRESMART" WETTING OF NATURAL FOREST AREAS R25' R40' 'I' ROAD PROPOSED TYPE 1 MANHOLE (TYP) CONNECT 4" FORCEMAIN PROPOSED TYPE 1 MANHOLE (TYP) PROPOSED TYPE 1 MANHOLE (TYP) PROPOSED TYPE 1 MANHOLE (TYP) 4" C900 PVC SEWER FORCEMAIN 06.20.25 Exhibit 34 TRACT X-3 TRACT C TRACT O 58 59 60 61 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 8687888990 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 134 135 136 137 138 139 140 141 142 143 144145146 147 148 TRACT QTRACT PTRACT M 62 63 64 66 67 65 B S B L BS B L BS B L BSB L BSB L BSB L BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBL140 2402602402 20 200 2302 1 0 160 1 5 0 19021018 0 1 7 0 210 1601 5 0 1 3 0 1 2 0 13 0 12 0 10 60 120 130 140 200 260 2 7 0210 200200180220 240 18 0 19 0 20 0 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-util-enlargENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030 SCALE: 1" = 50' 50 50 10025 N/APRELIMINARY ENLARGED UTILITY PLAN - 729 NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. N HATTON GODAT PANTIER SEE SHEET 28 MATCH LINE 1" = 50''A' ROAD'F' ROA D 'G' R O A D 'C' ROAD'C' ROAD PROPOSED 8" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED FIRE HYDRANT (TYP) PROPOSED GRAVITY SEWER LATERAL w/ CLEANOUT (TYP) PROPOSED DOUBLE WATER SERVICE (TYP) PROPOSED SINGLE WATER SERVICE (TYP) PROPOSED 6" IRRIGATION PROPOSED 8" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED 6" IRRIGATION PROPOSED 8" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED 6" IRRIGATION PROPOSED 8" WATERMAIN PROPOSED 8" GRAVITY SEWER (TYP) PROPOSED 6" IRRIGATION IRRIGATION DISTRIBUTION MAIN FROM RECLAIMED WATER HOLDING POND. IRRIGATION SUPPLY TO ·GOLF COURSE ·ALL PROJECT LANDSCAPING ·"FIRESMART" WETTING OF NATURAL FOREST AREAS 200' S H O R E L I N E S E T B A C K STORMWATER PUMPING STATION SEE SHEET 13 SEWER PUMP STATION STORM PUMP FORCEMAIN PROPOSED TYPE 1 MANHOLE (TYP) PROPOSED TYPE 1 MANHOLE (TYP) GENERATOR FOR LIFT STATION & STORMWATER PUMP STATION 06.20.25 Exhibit 34 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-detENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 502153003N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.UTILITY DETAILS - 130 N/ASTANDARD BLOCKING DETAIL THRUST LOADSSTANDARD VALVE BOX INSTALLATION PIPE ZONES IN ORDER OF DESCENDING QUALITY FIRE HYDRANT ASSEMBLY BLOW-OFF HYDRANT ASSEMBLY PIPE ZONE BEDDING FOR ALL PRESSURE PIPES 06.20.25 Exhibit 34 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32JEG/SDHMJM/BSNSDHJUNE 2025H:\DGN\19-000\19-060\PRELIMINARY 19-060 pre-detENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERSOF THE SW 1/4 OF SECTION 15 AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2 WEST, W.M.TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 502153003N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.UTILITY DETAILS - 231 N/ATYPE 1 MANHOLE PRIVATE CLEANOUT TYPE II GRAVITY SEWER SERVICE WITH CLEAN OUT PIPE ZONE BEDDING FOR ALL GRAVITY PIPES 4" THRU 8" PIG LAUNCH ASSEMBLY TYPICAL LIFT STATION PLAN VIEW LAYOUT 3' RELCAIMED WATER CIRCULATION NTS18"4.5' 12' 4.5' 3: 1 3:16" TOP SOIL 3" SAND LAYER BENEATH LINER 30MIL PVC LINER, FULL LENGTH OF SWALE 06.20.25 Exhibit 34 HOOD CANAL WETLAND "B" WETLAND "C" WETLAND "D" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 8687888990 91 92 93 94 95 96 979899 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123124125126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144145146 147 148 149 UNITS 62 63 64 66 67 65 LEGEND 150 INDEX: JOB: SHEET: AGENCY NO. OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VREVISIONS:DATE:PLEASANT HARBOR RESORT308913 US-101, BRINNON, WA 9832019-060 32DLDLSDHJUNE 2025DATUMDATUM-EFFERSON COUNT< NAVD 88 WSDOT BASES ON AVERAGE OF WSDOT MONUMENTS MERIDIAN HORIZONTAL DATUMVERTICAL DATUM H:\Landscape\19-000\19-060\ 19-060 GC Routing PlanENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDPORTIONS OF THE SW & NW 1/4 OF THE SE 1/4, SW 1/4 OF THE NW 1/4, AND THE NE, SE AND NW QUARTERS OF THE SW 1/4 OF SECTION 15AND A PORTION OF THE NW 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NW 1/4 OF SECTION 22 ALL IN TOWNSHIP 25 NORTH, RANGE 2WEST, W.M.SURVEY RECORDED UNDER JEFFERSON COUNTY AUDITOR NO. 515230 TP# 502153020, 502153021, 502153022, 502153023, 502154002, 502153002, 5021530030200100 200 4000 SCALE: 1" = 200'1" = 200'N/ANOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER.GOLF COURSE ROUTING PLAN32 N HATTON GODAT PANTIER BLACK PT RD US HIGHWAY 101B LACK P T ROAD HOOD C A N A L 'B ' ROAD ' C ' RO AD 'G' R O A D ' A ' RO A D 'C' ROADPLEASANT HARBOR RESORT 308913 US-101, BRINNON, WA 98320 PRO-ECT PROPONENT STATESMEN GC, LTD 7370 SIERRA MORENA BLVD SW CALGARY, ALBERTA CANADA T3H 4H9 (403) 256-4151 9ICINIT< MAP HOOD CANAL PLEA S A N T H A R B O R ROBI N S O N R D HOOD CANALBLAC K P T R DMT. JUPITER RDSITE PRACTICE PUTTING & CHIPPING 200' S H O R E L I N E S E T B A C K & CON S E R V A T I O N E A S E M E N T 9 5 4 3 2 1 8 7 6 9 HOLE SCORECARD HOLE PAR YARDS 1 5 450 2 3 190 3 5 455 4 3 160 5 4 365 6 4 290 7 4 400 8 4 355 9 4 360 TOTAL 36 3025 PRACTICE PUTTING ALTERNATE 8 GREEN ALTERNATE 9 GREEN TEE BOX, TYP. GREEN, TYP. FAIRWAY, TYP. CART PATH, TYP.'F' ROADEAGLES NEST 'C' ROAD SEA VIEW VILLAS ( 'D ' ROAD )MEADOW PARK GROVE OLYMPIA HOUSE CASCADIA HOUSE RECREATION RUN ( 'A ' ROAD )RECREATION RUN ('B' ROAD)THE INN BY THE SEA CONFERENCE & EVENT CENTER ALTERNATE 7 GREEN VISTA VIEWS PROPOSED STORAGE / MAINTENANCE / ASSEMBLY BUILDING ('H' ROAD)200 CLEARWATER LANDING'I' ROAD PROPOSED STORM WATER PUMP & SEWAGE LIFT STATION PROPOSED RECLAMED WATER POND WETLAND B WETLAND D HAWKS LANDING THE VIEWS THE OSPREY STAFF HOUSING ' E ' ROAD Exhibit 34