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Home My WebLink AboutExhibit 71-B NOT TO BE ENTERED INTO THE RECORD: Parametrix - Preliminary Plat & Site Development Package (2)Technical Memorandum 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 | 253.604.6600 | Parametrix.com DATE: October 14, 2025 TO: Tom Erlichman, Jefferson County Hearing Examiner FROM: Zac Garrard SUBJECT: Mason Street Neighborhood Preliminary Plat Package - Cover Sheet CC: Bob Collins, Tim Pula, Darren Sandeno PROJECT NUMBER: 217-9085-002 PROJECT NAME: Mason Street Neighborhood Introduction: The purpose of this technical memorandum is to outline the submittal materials for the Mason Street Neighborhood Preliminary Plat and Site Development Plan package. These materials are presented to be admitted to the record of hearing in the case file as new or augmented exhibits. Table of Contents:  Exhibit A: o Preliminary Plat – 01 – 25  Cover - 01  Boundary Line – 02  Clearing, Grubbing, Demolition Plan – 03 – 05  Lots, Roadways, Tracts – 06 – 08  Utility Plan – 09 – 11  Storm Drainage & Grading Plan – 12 – 14  Roadway Centerline Profiles – 15 – 19  Typical Sections – 20  Site Work Phasing Plan – 21  Vertical Phasing Plan – 22  Landscape Site Plan – 23 – 25  Exhibit B: o Site Development Composite Plans – 1 – 6  Composite Site Plan – 1  Water System Composite Plan – 2  Sanitary Sewer Composite Plan – 3  Grading & Drainage Composite Plan – 4  Preliminary Power & Fiber Composite Plan – 5  Parking Site Plan – 6 o Lighting Site Plans – 1 – 5 o Landscape Signage Plans – 1 – 3  Exhibit C: o Code Requirements for Automatic Sprinklers Memo 1 – 3 o Fire Safety Compliance Technical Memorandum 1 – 12  Attachments:  Jefferson County Fire Marshal Letter  Water System & Fire Protection Plan  Emergency Response 150’ Hose Length Evaluation  Composite Site Plan Turning Movement Analysis Fire – Aerial  Composite Site Plan Turning Movement Analysis Fire – Pumper EXHIBIT A: Mason Street Neighborhood Preliminary Plat LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41LOT 42LOT 43LOT 44LOT 45 LOT 46LOT 47LOT 48LOT 49LOT 50LOT 51LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 62LOT 63LOT 64LOT 65LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 98LOT 99LOT 100LOT 101LOT 102LOT 103LOT 104LOT 105LOT 106LOT 107LOT 108LOT 109LOT 110 LOT 111LOT 112LOT 113LOT 115LOT 114LOT 116LOT 117LOT 118LOT 119LOT 120LOT 121LOT 122LOT 123LOT 124LOT 125LOT 126LOT 127LOT 128LOT 129LOT 130LOT 131LOT 132LOT 133LOT 134LOT 135LOT 136LOT 137LOT 138STREET ASTR E E T A STREE T ASTREET BSTREET CTRACT C TRACT B TRACT D TRACT E TRACT ETRACT D TRACT C TRACT C STREET ETRACT ATRACT ATRA C T A TRACT ATRACT A TRACT A STREET D TRACT A TRACT F 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT COVER SHEET MASON STREET NEIGHBORHOOD VICINITY MAP NO SCALE SITE INFORMATION: APPLICANT/ PROPERTY OWNER HABITAT FOR HUMANITY OF EAST JEFFERSON COUNTY P.O.BOX 658 PORT TOWNSEND WA 98368 PHONE: 360.379.2827 PROJECT REPRESENTATIVE PARAMETRIX - PUYALLUP OFFICE 1019 39TH AVE SE, SUITE 100 PUYALLUP, WA 98374 CONTACT: MATT CRAIG, PE TAX PARCEL NUMBER(S)901-023-007 A.P.N. 901-023-007 WITHIN THE NORTH 1/2, S.W. 1/4, SECTION 2 TOWNSHIP 29 NORTH, RANGE 1 WEST. W.M. JEFFERSON COUNTY, WASHINGTON PREPARED FOR HABITAT FOR HUMANITY OF EAST JEFFERSON COUNTY MASON STREET CEDAR AVENUE1 INCH = 100 FT. 1000 PUGET SOUND PROJECT SITE SR19 SR19 MASON ST CEDAR AVENESS CORNE R R DCHIMACUM CREEK APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR LOT AREA TABLE LOT 01 1,920 SQ FT 0.04 ACRES LOT 02 2,160 SQ FT 0.05 ACRES LOT 03 2,160 SQ FT 0.05 ACRES LOT 04 2,160 SQ FT 0.05 ACRES LOT 05 2,160 SQ FT 0.05 ACRES LOT 06 2,160 SQ FT 0.05 ACRES LOT 07 2,160 SQ FT 0.05 ACRES LOT 08 2,160 SQ FT 0.05 ACRES LOT 09 2,160 SQ FT 0.05 ACRES LOT 10 2,160 SQ FT 0.05 ACRES LOT 11 2,160 SQ FT 0.05 ACRES LOT 12 2,160 SQ FT 0.05 ACRES LOT 13 2,160 SQ FT 0.05 ACRES LOT 14 2,160 SQ FT 0.05 ACRES LOT 15 2,160 SQ FT 0.05 ACRES LOT 16 2,160 SQ FT 0.05 ACRES LOT 17 1,787 SQ FT 0.04 ACRES LOT 18 1,007 SQ FT 0.02 ACRES LOT 19 1,007 SQ FT 0.02 ACRES LOT 20 1,787 SQ FT 0.04 ACRES LOT 21 1,920 SQ FT 0.04 ACRES LOT 22 1,230 SQ FT 0.03 ACRES LOT 23 1,230 SQ FT 0.03 ACRES LOT 24 1,920 SQ FT 0.04 ACRES LOT 25 1,935 SQ FT 0.04 ACRES LOT 26 1,247 SQ FT 0.03 ACRES LOT 27 1,219 SQ FT 0.03 ACRES LOT 28 1,920 SQ FT 0.04 ACRES LOT AREA TABLE LOT 29 2,047 SQ FT 0.05 ACRES LOT 30 1,007 SQ FT 0.02 ACRES LOT 31 1,007 SQ FT 0.02 ACRES LOT 32 2,047 SQ FT 0.05 ACRES LOT 33 2,160 SQ FT 0.05 ACRES LOT 34 1,920 SQ FT 0.04 ACRES LOT 35 2,160 SQ FT 0.05 ACRES LOT 36 2,160 SQ FT 0.05 ACRES LOT 37 1,920 SQ FT 0.04 ACRES LOT 38 2,160 SQ FT 0.05 ACRES LOT 39 2,160 SQ FT 0.05 ACRES LOT 40 2,160 SQ FT 0.05 ACRES LOT 41 1,787 SQ FT 0.04 ACRES LOT 42 1,007 SQ FT 0.02 ACRES LOT 43 1,007 SQ FT 0.02 ACRES LOT 44 1,787 SQ FT 0.04 ACRES LOT 45 6,019 SQ FT 0.14 ACRES LOT 46 1,920 SQ FT 0.04 ACRES LOT 47 1,230 SQ FT 0.03 ACRES LOT 48 1,230 SQ FT 0.03 ACRES LOT 49 1,920 SQ FT 0.04 ACRES LOT 50 1,787 SQ FT 0.04 ACRES LOT 51 1,007 SQ FT 0.02 ACRES LOT 52 1,007 SQ FT 0.02 ACRES LOT 53 1,787 SQ FT 0.04 ACRES LOT 54 2,047 SQ FT 0.05 ACRES LOT 55 1,332 SQ FT 0.03 ACRES LOT 56 1,332 SQ FT 0.03 ACRES LOT AREA TABLE LOT 57 2,047 SQ FT 0.05 ACRES LOT 58 2,047 SQ FT 0.05 ACRES LOT 59 1,332 SQ FT 0.03 ACRES LOT 60 1,332 SQ FT 0.03 ACRES LOT 61 2,047 SQ FT 0.05 ACRES LOT 62 1,787 SQ FT 0.04 ACRES LOT 63 1,007 SQ FT 0.02 ACRES LOT 64 1,007 SQ FT 0.02 ACRES LOT 65 1,787 SQ FT 0.04 ACRES LOT 66 1,920 SQ FT 0.04 ACRES LOT 67 1,230 SQ FT 0.03 ACRES LOT 68 1,230 SQ FT 0.03 ACRES LOT 69 1,920 SQ FT 0.04 ACRES LOT 70 1,787 SQ FT 0.04 ACRES LOT 71 1,006 SQ FT 0.02 ACRES LOT 72 1,006 SQ FT 0.02 ACRES LOT 73 1,787 SQ FT 0.04 ACRES LOT 74 2,073 SQ FT 0.05 ACRES LOT 75 1,340 SQ FT 0.03 ACRES LOT 76 1,337 SQ FT 0.03 ACRES LOT 77 2,051 SQ FT 0.05 ACRES LOT 78 2,143 SQ FT 0.05 ACRES LOT 79 1,230 SQ FT 0.03 ACRES LOT 80 1,230 SQ FT 0.03 ACRES LOT 81 2,160 SQ FT 0.05 ACRES LOT 82 2,160 SQ FT 0.05 ACRES LOT 83 1,920 SQ FT 0.04 ACRES LOT 84 2,160 SQ FT 0.05 ACRES LOT AREA TABLE LOT 85 2,160 SQ FT 0.05 ACRES LOT 86 2,160 SQ FT 0.05 ACRES LOT 87 2,160 SQ FT 0.05 ACRES LOT 88 2,160 SQ FT 0.05 ACRES LOT 89 2,160 SQ FT 0.05 ACRES LOT 90 1,920 SQ FT 0.04 ACRES LOT 91 2,160 SQ FT 0.05 ACRES LOT 92 2,160 SQ FT 0.05 ACRES LOT 93 2,160 SQ FT 0.05 ACRES LOT 94 2,160 SQ FT 0.05 ACRES LOT 95 2,160 SQ FT 0.05 ACRES LOT 96 2,160 SQ FT 0.05 ACRES LOT 97 1,920 SQ FT 0.04 ACRES LOT 98 1,785 SQ FT 0.04 ACRES LOT 99 1,004 SQ FT 0.02 ACRES LOT 100 1,003 SQ FT 0.02 ACRES LOT 101 1,777 SQ FT 0.04 ACRES LOT 102 2,196 SQ FT 0.05 ACRES LOT 103 2,185 SQ FT 0.05 ACRES LOT 104 2,175 SQ FT 0.05 ACRES LOT 105 1,924 SQ FT 0.04 ACRES LOT 106 2,160 SQ FT 0.05 ACRES LOT 107 2,160 SQ FT 0.05 ACRES LOT 108 2,160 SQ FT 0.05 ACRES LOT 109 2,160 SQ FT 0.05 ACRES LOT 110 6,020 SQ FT 0.14 ACRES LOT 111 1,920 SQ FT 0.04 ACRES LOT 112 1,230 SQ FT 0.03 ACRES LOT AREA TABLE LOT 113 1,230 SQ FT 0.03 ACRES LOT 114 1,920 SQ FT 0.04 ACRES LOT 115 2,047 SQ FT 0.05 ACRES LOT 116 1,007 SQ FT 0.02 ACRES LOT 117 1,007 SQ FT 0.02 ACRES LOT 118 2,047 SQ FT 0.05 ACRES LOT 119 2,047 SQ FT 0.05 ACRES LOT 120 1,007 SQ FT 0.02 ACRES LOT 121 1,007 SQ FT 0.02 ACRES LOT 122 2,047 SQ FT 0.05 ACRES LOT 123 2,047 SQ FT 0.05 ACRES LOT 124 1,332 SQ FT 0.03 ACRES LOT 125 1,332 SQ FT 0.03 ACRES LOT 126 2,047 SQ FT 0.05 ACRES LOT 127 2,047 SQ FT 0.05 ACRES LOT 128 1,007 SQ FT 0.02 ACRES LOT 129 1,007 SQ FT 0.02 ACRES LOT 130 2,047 SQ FT 0.05 ACRES LOT 131 1,787 SQ FT 0.04 ACRES LOT 132 1,007 SQ FT 0.02 ACRES LOT 133 1,007 SQ FT 0.02 ACRES LOT 134 1,787 SQ FT 0.04 ACRES LOT 135 2,047 SQ FT 0.05 ACRES LOT 136 1,332 SQ FT 0.03 ACRES LOT 137 1,332 SQ FT 0.03 ACRES LOT 138 2,047 SQ FT 0.05 ACRES INDEX TO DRAWINGS SHT NO.SHEET TITLE 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 COVER SHEET BOUNDARY LINE CLEARING, GRUBBING, & DEMOLITION PLAN CLEARING, GRUBBING, & DEMOLITION PLAN CLEARING, GRUBBING, & DEMOLITION PLAN LOTS, ROADWAY, & TRACTS LOTS, ROADWAY, & TRACTS LOTS, ROADWAY, & TRACTS UTILITY PLAN UTILITY PLAN UTILITY PLAN STORM DRAINAGE & GRADING PLAN STORM DRAINAGE & GRADING PLAN STORM DRAINAGE & GRADING PLAN ROADWAY CENTERLINE PROFILES ROADWAY CENTERLINE PROFILES ROADWAY CENTERLINE PROFILES ROADWAY CENTERLINE PROFILES ROADWAY CENTERLINE PROFILES TYPICAL SECTIONS SITE WORK PHASING PLAN VERTICAL PHASING PLAN LANDSCAPE SITE PLAN LANDSCAPE SITE PLAN LANDSCAPE SITE PLAN LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41LOT 42LOT 43LOT 44LOT 45 LOT 46LOT 47LOT 48LOT 49LOT 50LOT 51LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 62LOT 63LOT 64LOT 65LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 98LOT 99LOT 100LOT 101LOT 102LOT 103LOT 104LOT 105LOT 106LOT 107LOT 108LOT 109LOT 110 LOT 111LOT 112LOT 113LOT 115LOT 114LOT 116LOT 117LOT 118LOT 119LOT 120LOT 121LOT 122LOT 123LOT 124LOT 125LOT 126LOT 127LOT 128LOT 129LOT 130LOT 131LOT 132LOT 133LOT 134LOT 135LOT 136LOT 137LOT 138N86° 56' 11.15"W 1610.24'N2° 07' 00.93"E 4187.9'N2° 07' 00.93"E 27.3' S86° 56' 11.15"E 5.0' S86° 56' 11"E 414.16'STREET ASTR E E T A STREE T ASTREET BSTREET CTRACT C TRACT B TRACT D TRACT E TRACT ETRACT D TRACT C TRACT C STREET ETRACT ATRACT ATRA C T A TRACT ATRACT A TRACT A S83° 32' 30.01"E 551.5'N2° 21' 19.54"E 465.7'S86° 56' 11.15"E 1059.7' STREET D TRACT A TRACT F 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com SCALE IN FEET 80 1600 PRELIMINARY PLAT BOUNDARY LINE MASON STREET CEDAR AVENUEMEGS WAYSYCAMORE ST.FOUND A 1/2" DIAM. REBAR WITH PLASTIC SURVEY CAP MARKED "VAN ALLER PLS 35986" ALSO FOUND 5/8"DIAM. REBAR WITH PLASTIC SURVEY CAP MARKED "A. WOOD LS 23911" N 6° 09'55" E, 0.65' FROM SET CORNER POSITION (TIED 9/13/23) WEST 1/4 CORNER SECTION 2 FND. A SANDSTONE MON. INSIDE A STEEL CASE (TIED 8/22/23) (S.W. CORNER SECTION 2 BEARS S 02°01'59" W, 2704.90' FROM WEST 1/4 COR.) 3 ANDERSON COURT LONG PLAT VOL. 7 OF PLATS, PG. 165-166 BISHOP ACRES VOL. 6 OF PLATS, PG. 126 CHALMER'S NO. 2VOL. 3 OF PLATS, PG. 9HUNT RD.FND. 2" DIAM. BRASS CAP INSIDE STEEL CASE ACCEPTED AS POINT ON THE EAST LINE PLAT OF CHALMER'S NO. 2 (TIED 8/31/23)1427.42'N 02°07'01"EHABITAT FOR HUMANITY OF EAST JEFFERSON COUNTY 759,536 SQ. FT. 17.44 ACRES 901-023-007 CENTER SECTION LINE 30'60'(ROW)30'30'30'180.18'N 00°09'31"WFND. 1.5" X 3" METAL BAR INSIDE STEEL CASE (TIED 8/22/23) EDGE OF MASON ST. PER A.F.N. 261228 FND. 1.5" X 3" METAL BAR INSIDE STEEL CASE (TIED 8/22/23) 60' (ROW) EDGE OF MASON ST. PER A.F.N. 15988630'60'(ROW)1227.47'60'(ROW)CENTER SECTION LINE EDGE OF RIGHT OF WAY FND. 1" DIA. IRON PIPE INSIDE STEEL CASE ( TIED 6/29/20)154.08'N 01°46'48"E25' 30' FND. DISTURBED 2" DIAM. BRASS CAP INSIDE STEEL CASE S 2°17'59" W, 0.26' FROM CORNER POSITION SET A 1/2" DIAM. REBAR WITH PLASTIC SURVEY CAP MARKED "VAN ALLER PLS 35986" ALSO FND. 5/8" DIAM. REBAR WITH PLASTIC SURVEY CAP MARKED "A. WOOD LS 23911" S 21°03'43" E, 0.32' FROM SET CORNER POSITION (TIED 8/21/23) 30' LEGAL DESCRIPTION THAT PORTION OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 29 NORTH, RANGE 1 WEST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 2; THENCE RUNNING 1,655 FEET EAST TO INTERSECT WITH THE IRONDALE COUNTY ROAD; THENCE SOUTH 526 FEET; THENCE WEST 1,655 FEET TO THE WEST LINE OF SAID SECTION 2; THENCE NORTH ALONG SAID WEST LINE 526 FEET TO THE POINT OF BEGINNING; EXCEPT THOSE PORTION CONVEYED TO THE COUNTY OF JEFFERSON FOR COUNTY ROADS BY DEEDS RECORDED UNDER RECORDING NOS. 159886, 261228 AND 274210; ALSO EXCEPT THAT PORTION LYING WITHIN THE BOUNDARIES OF CHALMER'S NO. 2 ADDITION TO IRONDALE AS RECORDED IN VOLUME 3 OF PLATS, PAGE 9, RECORDS OF JEFFERSON COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF JEFFERSON, STATE OF WASHINGTON. (REF. A.F.N. 653907) BASIS OF BEARINGS: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE (NAD 1983) AS DETERMINED FROM TIES TO THE WASHINGTON STATE REFERENCE NETWORK WITH A TRIMBLE R10-02 GNSS GPS RECEIVER. DISTANCES SHOWN HERON ARE GRID DISTANCES. MULTIPLY BY 1.000059 TO OBTAIN GROUND DISTANCES. NOTE REGARDING R.O.W.: MASON STREET R.O.W.: THERE IS A DISCREPANCY ON THE QUIT-CLAIM DEED FILED UNDER A.F.N. 261228 FOR MASON STREET RIGHT OF WAY. IN THE DEED IT CALLS FOR A BEARING OF S 88°45'01" W FROM THE QUARTER CORNER. WE INTERPRET THE BEARING TO READ S 88°45'01" E TO CORRESPOND WITH THE EAST EDGE OF THE PLAT OF CHALMERS NO. 2. CEDAR AVENUE R.O.W.: CEDAR STREET RIGHT OF WAY CALCULATED USING "CEDAR STREET M.P. 0.00 TO M.P. 0.64" COUNTY ROAD PROJECT #496, SHEET 2 OF 3, APPROVED AUGUST 25, 1981 AND AS SHOWN ON VOLUME 7 OF SURVEYS, PAGE 77. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988 AS DETERMINED FROM TIES TO THE WASHINGTON STATE REFERENCE NETWORK WITH A TRIMBLE R10-2 GNSS GPS RECEIVER. 901-023-013942-901-901942-902-005901-023-015 901-023-010 BISHOP ACRES VOL. 6 OF PLATS, PG. 126 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR NOTE: THIS PRELIMINARY PLAT IS BASED UPON A RECORD OF SURVEY COMPLETED AND SUBMITTED BY A REGISTERED SURVEYOR #35986 BRIAN L VAN ALLER DATED 9/14/2023 110 115 111 112 113114 110 108 109 111 112 105 103 104 106 107 107 108 108 9 5 100 105 93 94 96 97 98 99 101 102 103 1 0 4 120 119 121121 1201 2 1121 1 1 9 11 9 118 118 117 116 1 0 5 110 106 107 108 109 105110 111 111 112 113 11 4 118 119 120 120 120 119 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT CLEARING, GRUBBING, & DEMOLITION PLAN MASON STREET MATCH LINESEE SHT 04MATCH LINESEE SHT 0440 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR LEGEND CLEARING & GRUBBING LIMITS DEMOLISH EXISTING FEATURE CONSTRUCTION ENTRANCE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR 112 113 114 110 111 117 118 117 118 118115 116 115 1151161 1 5 110 111 112113114 110 11 5 11 4 116117 11 8 119 1161161171019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT CLEARING, GRUBBING, & DEMOLITION PLAN MASON STREET MATCH LINESEE SHT 03MATCH LINESEE SHT 03MATCH LINESEE SHT 05MATCH LINESEE SHT 0540 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR LEGEND CLEARING & GRUBBING LIMITS DEMOLISH EXISTING FEATURE CONSTRUCTION ENTRANCE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR 110 111 112 113 114 1151 1 4 115 114 110 109 111 112 113 110 110111111112112 113113 11411411111211311 4 1 1 2114 115114116112113 111 1 1 0 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT CLEARING, GRUBBING, & DEMOLITION PLAN MASON STREET CEDAR AVENUEMATCH LINESEE SHT 04MATCH LINESEE SHT 0440 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR LEGEND CLEARING & GRUBBING LIMITS DEMOLISH EXISTING FEATURE CONSTRUCTION ENTRANCE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' S83° 32' 30.01"E 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' S83° 32' 30.01"E 60.0' N83° 32' 30.01"W 60.0' S83° 32' 30.01"E 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' N83° 32' 30.01"W 60.0' S83° 32' 30.01"E 60.0'S6° 27' 29.99"W60.0'N6° 27' 29.99"E60.0'N6° 27' 29.99"E60.0'N6° 27' 29.99"E60.0'N6° 27' 29.99"E60.0'S77° 55' 50. 2 6 " E 86.0'S12° 04' 59.78"W70.0'N77° 55' 52. 7 4 " W 86.0'N12° 04' 09.74"E70.0'S86° 56' 11.15"E 60.0' N86° 56' 11.15"W 60.0' N86° 56' 11.15"W 60.0' N86° 56' 11.15"W 60.0' N86° 56' 11.15"W 60.0' S86° 56' 11.15"E N86° 56' 11.15"W N86° 56' 11.15"W N86° 56' 11.15"W N86° 56' 11.15"W N27° 04' 08.43"E60.0'LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 35 LOT 37 LOT 39 LOT 45 LOT 46LOT 47LOT 48LOT 49LOT 58LOT 59LOT 60LOT 61LOT 62LOT 63LOT 64LOT 65STREET ASTR E E T ASTREET BTRACT C TRACT B TRACT DTRACT D N67° 54' 33.86"W 39.5' N84° 34' 28.84"W 35.5'S83° 32' 30.01"E 12.0' S83° 32' 30.01"E 20.0' S83° 32' 30.01"E 12.0' S 4 8 ° 4 3 ' 0 1 . 8 5 " E 28 . 0 ' S83° 32' 30.01"E 56.5'N46° 36' 51.58"E20.9'N83° 51' 21.71"E 18.4' S87° 37' 27.83"E 20.0' S 3 5 ° 1 4 ' 5 2 . 7 1 " E 3 9 . 1 ' S51° 17' 39.82"E 30.8' S73° 38' 3 1 . 1 4 " E 74.6' S68° 2 2 ' 1 5 . 9 7 " E 12.2' N20° 10' 36.23"E 32.3' S83° 32' 30.01"E 86.0' 27.5'15.5'15.5'27.5' 27.5'15.5'15.5'27.5' S83° 32' 30.01"E 105.0' S83° 32' 30.01"E 105.0' 32.0'20.5'20.5'32.0' 32.0'20.5'32.0'20.5' S83° 32' 30.01"E 102.0'N6° 04' 09.74"E 94.0'N6° 04' 09.74"E 94.0'30.7'20.3'20.3'30.7' 32.0'20.9'20.1'32.0'31.3'15.7'16.5'31.5'31.5'15.7'15.7'31.2'32.0 ' 20.5 ' 20.5 ' 32.0 ' 32.0 ' 20.5 ' 20.5 ' 32.0 ' S62 ° 5 5 ' 5 1 . 5 7 " E 1 0 5 . 0 ' S62 ° 5 5 ' 5 1 . 5 7 " E 1 0 5 . 0 ' S62 ° 5 5 ' 5 0 . 5 0 " E 1 0 4 . 0 ' S77° 55' 49. 8 7 " E 8 6 . 0 ' S77° 55' 49. 8 7 " E 8 4 . 0 ' S62 ° 5 5 ' 5 0 . 5 0 " E 1 0 4 . 0 ' 31.5 ' 20.5 ' 20.5 ' 31.5 ' 31.5 ' 21.5' 20.5 ' 31.5 ' 27.5'15.5'15.5'27.5' 26.7'15.3'15.3'26.7' S83° 55' 50.26"E 65.0'N6° 27' 29.99"E 140.0'N6° 27' 29.99"E 140.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'N6° 27' 29.99"E 144.0'N6° 27' 29.99"E 144.0'N6° 27' 29.99"E 65.0'N6° 27' 29.99"E 65.0'N6° 27' 29.99"E 65.0'N6° 27' 29.99"E 65.0'N6° 27' 29.99"E 65.0'N6° 27' 29.99"E 144.0'N6° 27' 29.99"E 140.0'N6° 27' 29.99"E 144.0'N6° 27' 29.99"E 140.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'N6° 27' 29.99"E 60.0'N6° 27' 29.99"E 60.0'N6° 27' 29.65"E 60.6'N6° 27' 22.03"E 60.3'N6° 04' 09.74"E 60.2'S83° 42' 42.68"E 40.0' S83° 55' 50.26"E 65.0' S83° 55' 50.26"E 65.0' S83° 55' 50.26"E 65.0' S83° 55' 51.32"E 65.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'36.0'32.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'36.0'36.0'32.0'N27° 04' 08.43"E 60.0'N27° 04' 08.43"E 60.0'N27° 04' 08.43"E 60.0'N27° 04' 08.43"E 60.0'N27° 04' 09.50"E 65.0'N27° 04' 09.50"E 65.0'N27° 04' 09.50"E 65.0'N27° 04' 09.50"E 65.0'N27° 04' 09.50"E 65.0'N12° 04' 10.14"E 65.0'N12° 04' 10.14"E 65.0'N12° 04' 10.14"E 65.0'N12° 04' 10.14"E 65.0'N12° 04' 10.14"E 65.0'S83° 32' 30.01"E 86.0' 27.5'15.5'15.5'27.5' 27.5'15.5'15.5'27.5' S83° 32' 30.01"E 86.0' S83° 32' 30.01"E 105.0' S83° 32' 30.01"E 105.0' 32.0'20.5'20.5'32.0' 32.0'20.5'32.0'20.5' S83° 32' 30.01"E 102.0'N6° 04' 09.74"E 94.0'N6° 04' 09.74"E 94.0'30.7'20.3'20.3'30.7' 32.0'20.9'20.1'32.0'31.3'15.7'16.5'31.5'31.5'15.7'15.7'31.2'32.0 ' 20.5 ' 20.5 ' 32.0 ' 32.0 ' 20.5 ' 20.5 ' 32.0 ' S62 ° 5 5 ' 5 1 . 5 7 " E 1 0 5 . 0 ' S62 ° 5 5 ' 5 1 . 5 7 " E 1 0 5 . 0 ' S62 ° 5 5 ' 5 0 . 5 0 " E 1 0 4 . 0 ' S77° 55' 49. 8 7 " E 8 6 . 0 ' S77° 55' 49. 8 7 " E 8 4 . 0 ' S62 ° 5 5 ' 5 0 . 5 0 " E 1 0 4 . 0 ' 31.5 ' 20.5 ' 20.5 ' 31.5 ' 31.5 ' 21.5' 20.5 ' 31.5 ' 27.5'15.5'15.5'27.5' 26.7'15.3'15.3'26.7' S83° 55' 50.26"E 65.0'N6° 27' 29.99"E 140.0'N6° 27' 29.99"E 140.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'N6° 27' 29.99"E 144.0'N6° 27' 29.99"E 144.0'N6° 27' 29.99"E 65.0'N6° 27' 29.99"E 65.0'N6° 27' 29.99"E 65.0'N6° 27' 29.99"E 65.0'N6° 27' 29.99"E 65.0'N6° 27' 29.99"E 144.0'N6° 27' 29.99"E 140.0'N6° 27' 29.99"E 144.0'N6° 27' 29.99"E 140.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'N6° 27' 29.99"E 60.0'N6° 27' 29.99"E 60.0'N6° 27' 29.65"E 60.6'N6° 27' 22.03"E 60.3'N6° 04' 09.74"E 60.2'S83° 42' 42.68"E 40.0' S83° 55' 50.26"E 65.0' S83° 55' 50.26"E 65.0' S83° 55' 50.26"E 65.0' S83° 55' 51.32"E 65.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'36.0'32.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'32.0'N27° 04' 08.43"E 60.0'N27° 04' 08.43"E 60.0'N27° 04' 08.43"E 60.0'N27° 04' 08.43"E 60.0'N27° 04' 09.50"E 65.0'N27° 04' 09.50"E 65.0'N27° 04' 09.50"E 65.0'N27° 04' 09.50"E 65.0'N27° 04' 09.50"E 65.0'N12° 04' 10.14"E 65.0'N12° 04' 10.14"E 65.0'N12° 04' 10.14"E 65.0'N12° 04' 10.14"E 65.0'N12° 04' 10.14"E 65.0'TRACT ATRACT ATRA C T A 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT LOTS, ROADWAY, & TRACTS MASON STREET MATCH LINESEE SHT 07MATCH LINESEE SHT 0740 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR 20'20'60' NUMBER OF RESIDENTIAL LOTS138 PRIVATE ROADWAY TRACT A 2.37 ACRES OPEN SPACE TRACT B 0.70 ACRES TRACT C 4.56 ACRES TRACT D 1.69 ACRES TRACT E 2.21 ACRES TRACT F 0.18 ACRES TRACT TOTAL 11.71 ACRES LOTS 5.73 ACRES TOTAL PROJECT AREA 17.44 ACRES NOTE: BUILDING OUTLINES ARE PRELIMINARY AND PROVIDED BY SCHEMATA WORKSHOP, INC. S86° 56' 11.15"E 60.0' N86° 56' 11.15"W 60.0' N86° 56' 11.15"W 60.0' N86° 56' 11.15"W 60.0' N86° 56' 11.15"W 60.0' S82° 16' 40.93"E 86.0'S7° 43' 19.07"W70.0'N82° 16' 40.93"W 86.0'N7° 43' 19.07"E70.0'LOT 34 LOT 36 LOT 38 LOT 40 LOT 41LOT 42LOT 43LOT 44LOT 50LOT 51LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 110 LOT 111LOT 112LOT 113LOT 115LOT 114LOT 116LOT 131LOT 132LOT 133LOT 134LOT 135LOT 136LOT 137LOT 138N86° 56' 11.15"W 1610.24' STREE T ASTREET CTRACT D TRACT E TRACT C S86° 56' 11.15"E 12.0' S81° 13' 32.23"E 20.1' S60° 25' 54.62"E 18.0' N86° 07' 06.62"E 29.0' S73° 38 ' 3 1 . 1 4 " E S86° 56' 11.15"E 86.0' S86° 56' 11.15"E 86.0' 27.5'15.5'15.5'27.5' 27.5'15.5'15.5'27.5' 32.0 ' S87° 17' 20.40"E 105.0' S87° 17' 20.40"E 105.0' 32.0'20.5'20.5'32.0' 32.0'20.5'20.5'32.0' N77° 42' 3 8 . 0 7 " E 8 6 . 0' N77° 42' 3 8 . 0 7 " E 8 6 . 0' 27.5' 15.5'15.5' 27.5' 27.5' 15.5'15.5' 27.5' S87° 17' 20.13"E 104.0' S87° 17' 20.13"E 104.0' N77° 42' 3 8 . 0 7 " E 8 6 . 0' N77° 42' 3 8 . 0 7 " E 8 6 . 0' 31.5'20.5'20.5'31.5' 31.5'20.5'20.5'31.5' 27.5' 15.5'15.5' 27.5' 27.5' 15.5' 15.5' 27.5' S86° 56' 05.21"E 104.0' S87° 17' 20.13"E 60.0'N2° 42' 39.87"E 112.7'N2° 42' 39.87"E 112.7'31.7'20.3'20.4'31.7' 31.4'20.5'20.5'31.5'36.0'20.5'20.5'35.7'36.0'20.5'20.5'35.7'S67° 1 6 ' 4 2 . 0 9 " E 8 6 . 0 ' S82° 16' 42.08"E 104.0' S82° 16' 42.08"E 104.0' S67° 1 6 ' 4 2 . 0 9 " E 8 6 . 0 ' 27.5' 15.5' 15.5' 27.5' 27.5' 15.5' 15.5' 27.5' 31.5'20.5'20.5'31.5' 31.5'20.5'20.5'31.5' S67° 1 6 ' 4 2 . 0 8 " E 1 0 5 . 0 ' S67° 1 6 ' 4 2 . 0 8 " E 1 0 5 . 0 ' 32.0' 20.5' 20.5' 32.0' 32.0' 20.5' 20.5' 32.0' 31.5'15.5' 31.5'15.5' 20.5' 43.9'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'32.0'N3° 03' 48.85"E 65.0'N3° 03' 48.85"E 65.0'N3° 03' 48.85"E 65.0'N3° 03' 48.85"E 65.0'N3° 03' 48.85"E 65.0'N27° 04' 08.43"E 60.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 65.0'N2° 42' 39.87"E 65.0'N2° 42' 39.87"E 65.0'N2° 42' 39.87"E 65.0'N2° 42' 39.87"E 65.0'N2° 42' 39.87"E 65.0'N2° 42' 39.60"E 60.0'N2° 42' 39.60"E 60.0'N2° 42' 39.60"E 60.0'N2° 42' 39.60"E 60.0'N2° 42' 39.60"E 60.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 64.8'N12° 17' 21.92"W 65.0'N12° 17' 21.93"W 65.0'N22° 43' 17.91"E 65.0'N22° 43' 17.91"E 65.0'N22° 43' 17.91"E 65.0'N22° 43' 17.91"E 65.0'N22° 43' 17.91"E 65.0'N7° 43' 17.92"E 65.0'N7° 43' 17.92"E 65.0'N7° 43' 17.92"E 65.0'N7° 43' 17.92"E 65.0'N7° 43' 17.92"E 65.0'N22° 43' 17.92"E 60.0'N22° 43' 17.92"E 60.0'N22° 43' 17.92"E 60.0'N22° 43' 17.92"E 60.0'N22° 43' 17.92"E 60.0'S87° 17' 20.13"E 60.0' S87° 17' 20.13"E 60.0' S87° 17' 20.13"E 60.0' S87° 17' 20.13"E 60.0'N2° 42' 39.87"E 65.6'N3° 03' 48.85"E 65.4'N3° 03' 48.85"E 65.3'N3° 03' 45.08"E 65.2'N3° 05' 23.52"E 65.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 144.0'N3° 03' 48.85"E 144.0'S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0'S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 06.67"E 60.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'36.0'36.0'32.0'36.0'36.0'32.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'S86° 56' 11.15"E 86.0' S86° 56' 11.15"E 86.0' 27.5'15.5'15.5'27.5' 27.5'15.5'15.5'27.5' 32.0 ' S87° 17' 20.40"E 105.0' S87° 17' 20.40"E 105.0' 32.0'20.5'20.5'32.0' 32.0'20.5'20.5'32.0' N77° 42' 3 8 . 0 7 " E 8 6 . 0' N77° 42' 3 8 . 0 7 " E 8 6 . 0' 27.5' 15.5'15.5' 27.5' 27.5' 15.5'15.5' 27.5' S87° 17' 20.13"E 104.0' S87° 17' 20.13"E 104.0' N77° 42' 3 8 . 0 7 " E 8 6 . 0' N77° 42' 3 8 . 0 7 " E 8 6 . 0' 31.5'20.5'20.5'31.5' 31.5'20.5'20.5'31.5' 27.5' 15.5'15.5' 27.5' 27.5' 15.5' 15.5' 27.5' S86° 56' 05.21"E 104.0' S87° 17' 20.13"E 60.0'N2° 42' 39.87"E 112.7'N2° 42' 39.87"E 112.7'31.7'20.3'20.4'31.7' 31.4'20.5'20.5'31.5'36.0'20.5'20.5'35.7'36.0'20.5'20.5'35.7'S67° 1 6 ' 4 2 . 0 9 " E 8 6 . 0 ' S82° 16' 42.08"E 104.0' S82° 16' 42.08"E 104.0' S67° 1 6 ' 4 2 . 0 9 " E 8 6 . 0 ' 27.5' 15.5' 15.5' 27.5' 27.5' 15.5' 15.5' 27.5' 31.5'20.5'20.5'31.5' 31.5'20.5'20.5'31.5' S67° 1 6 ' 4 2 . 0 8 " E 1 0 5 . 0 ' S67° 1 6 ' 4 2 . 0 8 " E 1 0 5 . 0 ' 32.0' 20.5' 20.5' 32.0' 32.0' 20.5' 20.5' 32.0' 31.5'15.5' 31.5'15.5' 20.5' 43.9'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'36.0'32.0'36.0'36.0'36.0'32.0'N3° 03' 48.85"E 65.0'N3° 03' 48.85"E 65.0'N3° 03' 48.85"E 65.0'N3° 03' 48.85"E 65.0'N3° 03' 48.85"E 65.0'N27° 04' 08.43"E 60.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 65.0'N2° 42' 39.87"E 65.0'N2° 42' 39.87"E 65.0'N2° 42' 39.87"E 65.0'N2° 42' 39.87"E 65.0'N2° 42' 39.87"E 65.0'N2° 42' 39.60"E 60.0'N2° 42' 39.60"E 60.0'N2° 42' 39.60"E 60.0'N2° 42' 39.60"E 60.0'N2° 42' 39.60"E 60.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 65.0'N12° 17' 21.93"W 64.8'N12° 17' 21.92"W 65.0'N12° 17' 21.93"W 65.0'N22° 43' 17.91"E 65.0'N22° 43' 17.91"E 65.0'N22° 43' 17.91"E 65.0'N22° 43' 17.91"E 65.0'N22° 43' 17.91"E 65.0'N7° 43' 17.92"E 65.0'N7° 43' 17.92"E 65.0'N7° 43' 17.92"E 65.0'N7° 43' 17.92"E 65.0'N7° 43' 17.92"E 65.0'N22° 43' 17.92"E 60.0'N22° 43' 17.92"E 60.0'N22° 43' 17.92"E 60.0'N22° 43' 17.92"E 60.0'N22° 43' 17.92"E 60.0'S87° 17' 20.13"E 60.0' S87° 17' 20.13"E 60.0' S87° 17' 20.13"E 60.0' S87° 17' 20.13"E 60.0'N2° 42' 39.87"E 65.6'N3° 03' 48.85"E 65.4'N3° 03' 48.85"E 65.3'N3° 03' 45.08"E 65.2'N3° 05' 23.52"E 65.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 144.0'N3° 03' 48.85"E 144.0'S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0'S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 06.67"E 60.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'36.0'36.0'32.0'36.0'36.0'32.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0'1+00TRACT ATRACT A S86° 56' 11.15"E 1059.7' STREET D TRACT A 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT LOTS, ROADWAY, & TRACTS MASON STREET MATCH LINESEE SHT 06MATCH LINESEE SHT 06MATCH LINESEE SHT 08MATCH LINESEE SHT 0840 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR78'87'20'20'60' NUMBER OF RESIDENTIAL LOTS138 PRIVATE ROADWAY TRACT A 2.37 ACRES OPEN SPACE TRACT B 0.70 ACRES TRACT C 4.56 ACRES TRACT D 1.69 ACRES TRACT E 2.21 ACRES TRACT F 0.18 ACRES TRACT TOTAL 11.71 ACRES LOTS 5.73 ACRES TOTAL PROJECT AREA 17.44 ACRES NOTE: BUILDING OUTLINES ARE PRELIMINARY AND PROVIDED BY SCHEMATA WORKSHOP, INC. LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 98LOT 99LOT 100LOT 101LOT 102LOT 103LOT 104LOT 105LOT 106LOT 107LOT 108LOT 109LOT 115LOT 116LOT 117LOT 118LOT 119LOT 120LOT 121LOT 122LOT 123LOT 124LOT 125LOT 126LOT 127LOT 128LOT 129LOT 130TRACT E TRACT C STREET E S86° 56' 11.15"E 86.0' S87° 13' 16.48"E 41.0' 27.5'15.5'15.5'27.5' 27.5'15.5'15.5'18.5'9.0' S87° 42' 00.66"E 188.0' S87° 42' 00.66"E 188.0' 31.5'15.5'15.5'31.5'31.5'15.5'15.5'31.5' 31.5'15.5'15.7'31.5'31.5'15.5'15.5'31.5' S87° 42' 00.66"E 198.0' S87° 42' 00.76"E 198.0' 31.5'20.5'20.5'31.5'31.5'15.5'15.5'31.5' 31.5'20.5'20.5'31.5'31.5'15.5'15.5'31.5'N22° 43' 17.92"E 60.0'N3° 03' 48.85"E 144.0'S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 06.67"E 60.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0'S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 58.28"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'S87° 42' 00.66"E 144.0' S87° 42' 00.66"E 144.0'N2° 17' 59.34"E 60.0'N2° 17' 59.34"E 60.0'N2° 17' 59.34"E 60.0'N2° 17' 59.34"E 60.0'N2° 17' 59.34"E 60.0'N2° 17' 59.34"E 61.2'S87° 42' 00.66"E 140.0'N2° 17' 59.34"E 60.0'36.0'36.0'36.0'32.0'N2° 17' 59.34"E 60.3'N2° 17' 59.34"E 60.6'N2° 18' 23.96"E 60.9'36.0'36.0'36.0'32.0'N3° 03' 48.85"E 65.0'N3° 03' 48.85"E 64.9'N3° 03' 48.85"E 64.8'N3° 03' 48.85"E 64.7'36.0'36.0'36.0'36.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'32.0'32.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0' 36.0'36.0'36.0'36.0' S86° 56' 11.15"E 86.0' S87° 13' 16.48"E 41.0' 27.5'15.5'15.5'27.5' 27.5'15.5'15.5'18.5'9.0' S87° 42' 00.66"E 188.0' S87° 42' 00.66"E 188.0' 31.5'15.5'15.5'31.5'31.5'15.5'15.5'31.5' 31.5'15.5'15.7'31.5'31.5'15.5'15.5'31.5' S87° 42' 00.66"E 198.0' S87° 42' 00.76"E 198.0' 31.5'20.5'20.5'31.5'31.5'15.5'15.5'31.5' 31.5'20.5'20.5'31.5'31.5'15.5'15.5'31.5'N22° 43' 17.92"E 60.0'N3° 03' 48.85"E 144.0'S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 06.67"E 60.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'N3° 03' 48.85"E 140.0'S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0'S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0' S86° 56' 11.15"E 60.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 58.28"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'N2° 17' 59.34"E 65.0'S87° 42' 00.66"E 144.0' S87° 42' 00.66"E 144.0'N2° 17' 59.34"E 60.0'N2° 17' 59.34"E 60.0'N2° 17' 59.34"E 60.0'N2° 17' 59.34"E 60.0'N2° 17' 59.34"E 60.0'N2° 17' 59.34"E 61.2'S87° 42' 00.66"E 140.0'N2° 17' 59.34"E 60.0'36.0'36.0'36.0'32.0'N2° 17' 59.34"E 60.3'N2° 17' 59.34"E 60.6'N2° 18' 23.96"E 60.9'36.0'36.0'36.0'32.0'N3° 03' 48.85"E 65.0'N3° 03' 48.85"E 64.9'N3° 03' 48.85"E 64.8'N3° 03' 48.85"E 64.7'N3° 03' 48.85"E 64.6'36.0'36.0'36.0'36.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'32.0'32.0'36.0'36.0'36.0'32.0'36.0'36.0'36.0'36.0'36.0'36.0'36.0' 36.0'36.0'36.0'36.0' TRACT A N2° 21' 19.54"E 465.7'TRACT F S87° 13' 16.48"E 105.0'N2° 17' 59.34"E 76.1'N86° 56' 11.15"W 104.0'S3° 03' 48.85"W 76.6'1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT LOTS, ROADWAY, & TRACTS MASON STREET CEDAR AVENUEMATCH LINESEE SHT 07MATCH LINESEE SHT 0740 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR93'NUMBER OF RESIDENTIAL LOTS138 PRIVATE ROADWAY TRACT A 2.37 ACRES OPEN SPACE TRACT B 0.70 ACRES TRACT C 4.56 ACRES TRACT D 1.69 ACRES TRACT E 2.21 ACRES TRACT F 0.18 ACRES TRACT TOTAL 11.71 ACRES LOTS 5.73 ACRES TOTAL PROJECT AREA 17.44 ACRES NOTE: BUILDING OUTLINES ARE PRELIMINARY AND PROVIDED BY SCHEMATA WORKSHOP, INC. 4''FM4''FM4''FM4''FM4''FM4''FMCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 35 LOT 37 LOT 39 LOT 45 LOT 46LOT 47LOT 48LOT 49LOT 58LOT 59LOT 60LOT 61LOT 62LOT 63LOT 64LOT 65STREET ASTR E E T ASTREET BTRACT C TRACT B TRACT DTRACT DTRACT ATRACT ATRA C T A 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT UTILITY PLAN MASON STREET MATCH LINESEE SHT 10MATCH LINESEE SHT 10LEGEND PROPOSED SANITARY SEWER FORCE MAIN PROPOSED 8" WATER MAIN EXISTING SANITARY SEWER FORCE MAIN EXISTING WATER MAIN PROPOSED SANITARY SEWER GRAVITY SIDE SEWER PROPOSED UNDERGROUND POWER PROPOSED TELECOMMUNICATIONS PUBLIC UTILITY EASEMENT PRIVATE UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT FIRE HYDRANT 40 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR APPROXIMATE LOCATION OF EXISTING SS FORCE MAIN. INSTALLATION WAS COMPLETED AFTER SURVEY BASE COMPLETED. E-ONE GRINDER PUMP, TYP. FRANCHISE UTILITY EASEMENT LIGHTING LUMINAIRE CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO LOT 34 LOT 36 LOT 38 LOT 40 LOT 41LOT 42LOT 43LOT 44LOT 50LOT 51LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 110 LOT 111LOT 112LOT 113LOT 115LOT 114LOT 116LOT 131LOT 132LOT 133LOT 134LOT 135LOT 136LOT 137LOT 138STREE T ASTREET CTRACT D TRACT E TRACT C 1+00TRACT ATRACT A STREET D TRACT A 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT UTILITY PLAN MASON STREET MATCH LINESEE SHT 09MATCH LINESEE SHT 09MATCH LINESEE SHT 11MATCH LINESEE SHT 11LEGEND PROPOSED SANITARY SEWER FORCE MAIN PROPOSED 8" WATER MAIN EXISTING SANITARY SEWER FORCE MAIN EXISTING WATER MAIN PROPOSED SANITARY SEWER GRAVITY SIDE SEWER PROPOSED UNDERGROUND POWER PROPOSED TELECOMMUNICATIONS PUBLIC UTILITY EASEMENT PRIVATE UTILITY EASEMENT 20' UTILITY EASEMENT FIRE HYDRANT 20' UTILITY EASEMENT FIRE HYDRANT 40 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR 20' UTILITY EASEMENT E-ONE GRINDER PUMP FRANCHISE UTILITY EASEMENT LIGHTING LUMINAIRE CO CO CO CO CO CO CO CO CO CO CO CO CO LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 98LOT 99LOT 100LOT 101LOT 102LOT 103LOT 104LOT 105LOT 106LOT 107LOT 108LOT 109LOT 115LOT 116LOT 117LOT 118LOT 119LOT 120LOT 121LOT 122LOT 123LOT 124LOT 125LOT 126LOT 127LOT 128LOT 129LOT 130TRACT E TRACT C STREET E TRACT A TRACT F 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT UTILITY PLAN MASON STREET CEDAR AVENUEMATCH LINESEE SHT 10MATCH LINESEE SHT 10LEGEND PROPOSED SANITARY SEWER FORCE MAIN PROPOSED 8" WATER MAIN EXISTING SANITARY SEWER FORCE MAIN EXISTING WATER MAIN PROPOSED SANITARY SEWER GRAVITY SIDE SEWER PROPOSED UNDERGROUND POWER PROPOSED TELECOMMUNICATIONS PUBLIC UTILITY EASEMENT PRIVATE UTILITY EASEMENT 20' PUBLIC UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT 40 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR E-ONE GRINDER PUMP, TYP. FRANCHISE UTILITY EASEMENT LIGHTING LUMINAIRE CO CO CO CO LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 35 LOT 37 LOT 39 LOT 45 LOT 46LOT 47LOT 48LOT 49LOT 58LOT 59LOT 60LOT 61LOT 62LOT 63LOT 64LOT 65110 115 111 112 113114 110 108 109 111 112 105 103 104 106 107 107 108 108 9 5 100 105 93 94 96 97 98 99 101 102 103 1 0 4 120 119 121121 1201 2 1121 1 1 9 11 9 118 118 117 116 1 0 5 110 106 107 108 109 105110 111 111 112 113 11 4 118 119 120 120 120 119 12011811911912012 0 1 1 6 1 1 7 11 8 11 9 117118119 120 119 117 115 116 117 117110 115 111 112 113 114 110 108 109 111 112 113 114 116 115114STREET ASTR E E T ASTREET BTRACT C TRACT B TRACT DTRACT D10+0011+0012+0013+0 0 14+00 15+0 0 16+00 17+0 0 18+0 030+0031+0032+0033+0033+25TRACT ATRACT ATRA C T A 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT STORM DRAINAGE & GRADING PLAN MASON STREET MATCH LINESEE SHT 13MATCH LINESEE SHT 13EXISTING 1-FOOT CONTOURS PROPOSED 1-FOOT CONTOURS EXISTING 1-FOOT CONTOURS PROPOSED 1-FOOT CONTOURS 40 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR5 1 STORM DRAINAGE SERVICE LINE BIORETENTION FACILITY CO CO LOT 34 LOT 36 LOT 38 LOT 40 LOT 41LOT 42LOT 43LOT 44LOT 50LOT 51LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 110 LOT 111LOT 112LOT 113LOT 115LOT 114LOT 116LOT 131LOT 132LOT 133LOT 134LOT 135LOT 136LOT 137LOT 138112 113 114 110 111 117 118 117 118 118115 116 115 1151161 1 5 110 111 112113114 110 11 5 11 4 116117 11 8 119 116116117117 115116115 116 117 116117118118117115115 116 115 113 114115 115114 11 4 115115115114 11211611 3 114 116STREE T ASTREET CTRACT D TRACT E TRACT C 1+00 24+75 19+00 20+00 21+00 22+00 23+00 24+0040+0041+0042+0043+0043+7531+2529+00 30+00 31+00 TRACT ATRACT A STREET D TRACT A 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT STORM DRAINAGE & GRADING PLAN MASON STREET MATCH LINESEE SHT 12MATCH LINESEE SHT 12MATCH LINESEE SHT 14MATCH LINESEE SHT 14EXISTING 1-FOOT CONTOURSPROPOSED 1-FOOT CONTOURS EXISTING 1-FOOT CONTOURS PROPOSED 1-FOOT CONTOURS 40 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR5 1 STORM DRAINAGE SERVICE LINE BIORETENTION FACILITY CO CO CO LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 98LOT 99LOT 100LOT 101LOT 102LOT 103LOT 104LOT 105LOT 106LOT 107LOT 108LOT 109LOT 115LOT 116LOT 117LOT 118LOT 119LOT 120LOT 121LOT 122LOT 123LOT 124LOT 125LOT 126LOT 127LOT 128LOT 129LOT 130110 111 112 113 114 1151 1 4 115 114 110 109 111 112 113 110 110111111112112 113113 11411411111211311 4 1 1 2114 115114116112113111 1 1 0 115 114 114 115111112 112 113 115 114 115 113 114115 113 112112112113114 TRACT E TRACT C STREET E 1+00 2+00 3+00 4+00 5+00 5+2524+75 TRACT A TRACT F 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT STORM DRAINAGE & GRADING PLAN MASON STREET CEDAR AVENUEMATCH LINESEE SHT 13MATCH LINESEE SHT 13EXISTING 1-FOOT CONTOURS PROPOSED 1-FOOT CONTOURS EXISTING 1-FOOT CONTOURS PROPOSED 1-FOOT CONTOURS 40 80 SCALE IN FEET 0 APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR5 1 STORM DRAINAGE SERVICE LINE BIORETENTION FACILITY 110' 120' 130' 9+50 10+00 11+00 12+00 13+00117.33118.3117.33121.0117.83121.0118.33121.0118.69120.8118.83120.5118.73120.2118.54119.9118.35119.4118.16119.0117.97119.0117.78119.0117.60119.0117.41119.0117.22119.0-2.00%2.00%PVI STA 10+00.00EL=117.33PVI STA 10+12.50EL=117.0875' VC PVI STA 11+10.00 EL=119.03' K=27.22 BVC STA 10+72.50EL=118.28EVC STA 11+47.50EL=118.7514+00 15+00 16+00 17+00117.22117.03118.3116.84117.0116.65116.7116.46116.4116.27116.0116.08116.8115.90117.0115.71117.0115.52116.5115.38116.0115.39115.3115.52114.5115.64114.0115.77114.2115.89114.6116.02114.00.50% -0.76% 50' VC PVI STA 16+05.00 EL=115.29' K=39.82 BVC STA 15+80.00EL=115.48EVC STA 16+30.00EL=115.421019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT ROADWAY CENTERLINE PROFILES STREET A CENTERLINE PROFILE MATCH LINEMATCH LINEEXISTING CENTERLINE GRADE.PROPOSED CENTERLINE GRADE. EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE.MATCH LINE SEE SHEET 13APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR STREET A HORZ SCALE 1"=50' PROFILE VERT SCALE1"=50' STREET A HORZ SCALE 1"=50' PROFILE VERT SCALE1"=50' 18+00 19+00 20+00 21+00116.02116.14113.7116.27113.2116.39113.0116.52113.8116.56114.0116.46114.0116.28114.0116.10114.5115.92114.9115.75114.1115.57113.4115.39113.0115.21113.2115.03113.9114.85114.0-0.72% 50' VC PVI STA 18+75.00 EL=116.64' K=41.10 BVC STA 18+50.00EL=116.52EVC STA 19+00.00EL=116.46110' 120' 130' 22+00 23+00 24+00 25+00114.85114.70114.2114.68114.6114.80114.8114.92114.7115.05114.7115.17115.0115.15115.0114.95114.7114.57114.4114.13114.0113.70114.0113.26114.0112.82114.0112.38113.5-1.75% 0.50%PVI STA 24+75.00EL=112.3875' VC PVI STA 23+06.61 EL=115.33' K=33.36 BVC STA 22+69.11EL=115.14EVC STA 23+44.11EL=114.6750' VC PVI STA 21+60.26 EL=114.60' K=41.10 BVC STA 21+35.26EL=114.78EVC STA 21+85.26EL=114.721019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT ROADWAY CENTERLINE PROFILES EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE.MATCH LINEMATCH LINEMATCH LINE SEE SHEET 12EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. EXISTING CENTERLINE GRADE.PROPOSED CENTERLINE GRADE. APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR STREET A HORZ SCALE 1"=50' PROFILE VERT SCALE1"=50' STREET A HORZ SCALE 1"=50' PROFILE VERT SCALE1"=50' 110' 120' 130' 0+50 1+00 2+00 3+00 4+00113.19113.2113.35113.4113.57113.6113.63113.6113.78113.8113.99114.0114.54114.5114.74114.7114.89114.9115.00115.0115.00115.0115.27115.3115.4-2.00% 0.54%PVI STA 1+00.00EL=112.19PVI STA 1+12.86EL=111.93110' 120' 130' 4+00 5+00 5+50115.40115.51115.5115.42115.4115.07115.1114.51114.5113.92113.92.00%-2.00%2.00%PVI STA 4+61.37EL=113.83PVI STA 4+82.02EL=114.24PVI STA 4+91.96EL=114.04PVI STA 5+07.25EL=114.351019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT ROADWAY CENTERLINE PROFILES EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE.MATCH LINEEXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR STREET E HORZ SCALE 1"=50' PROFILE VERT SCALE1"=50'MATCH LINESTREET E HORZ SCALE 1"=50' PROFILE VERT SCALE1"=50' EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. 120' 130' 120' 130' 30+00 31+00 32+00 33+00 33+50120.47120.5120.76119.1120.69119.0119.91119.0119.14119.0118.36119.0117.58118.6117.02118.2116.64117.7116.27117.4115.89117.0115.52116.1115.5-3.11% -1.50% -1.00%2.00%PVI STA 30+20.06EL=120.52PVI STA 33+07.82EL=115.40PVI STA 30+32.22 EL=120.40 25' VC PVI STA 30+63.89 EL=121.03' K=4.89 BVC STA 30+51.39EL=120.78EVC STA 30+76.39EL=120.6525' VC PVI STA 31+86.63 EL=117.22' K=15.55 BVC STA 31+74.13EL=117.61EVC STA 31+99.13EL=117.03120' 130' 120' 130' 40+00 41+00 42+00 43+00 44+00117.71118.0118.16118.0117.84117.7117.47117.5117.10117.2116.73116.8116.36115.9116.03115.3115.78115.1115.53115.0115.28115.0115.03115.0114.78114.6114.3114.0-2.00% 2.78%-1.48% -1.00%PVI STA 40+00.00EL=117.83PVI STA 40+17.00EL=117.49PVI STA 43+42.82EL=114.6025' VC PVI STA 40+45.37 EL=118.28' K=5.87 BVC STA 40+32.87EL=117.93EVC STA 40+57.87EL=118.0925' VC PVI STA 41+92.50 EL=116.10' K=52.03 BVC STA 41+80.00EL=116.29EVC STA 42+05.00EL=115.981019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT ROADWAY CENTERLINE PROFILES EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. EXISTING CENTERLINE GRADE.PROPOSED CENTERLINE GRADE. STREET C HORZ SCALE 1"=50' PROFILE VERT SCALE1"=50' STREET B HORZ SCALE 1"=50' PROFILE VERT SCALE1"=50' 110' 120' 130' 110' 120' 130' 28+50 29+00 30+00 31+00 31+50116.5116.04116.3115.00116.0114.50115.8114.00115.9113.50116.0113.00115.7114.46115.3115.17115.0115.54115.21.05%-1.00%PVI STA 29+00.68EL=116.28PVI STA 30+51.64EL=114.77PVI STA 31+25.00EL=115.541019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT ROADWAY CENTERLINE PROFILES PROPOSED CENTERLINE GRADE. EXISTING CENTERLINE GRADE. PROPOSED CENTERLINE GRADE. APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR STREET D HORZ SCALE 1"=50' PROFILE VERT SCALE1"=50' EXISTING CENTERLINE GRADE. 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com PRELIMINARY PLAT TYPICAL SECTIONS APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR DRIVE AISLE 16' PARKING STALL 17.5'10' 12" RIBBON CURB PARKING STALL 17.5' DRIVE AISLE 14' PARKING STALL 17.5' 6" ROLL WEDGE CURB SIDEWALK 5' 10' 3: 1 3:1 3: 13:14-1/2" CLASS "B" ASPHALT CONCRETE 3" MIN COMP DEPTH 6" CRUSHED SURFACING BASE COURSE 9" MIN COMP DEPTH 12" SUBGRADE 6" ROLL WEDGE CURB 3: 13:13: 1 3:1 4-1/2" CLASS "B" ASPHALT CONCRETE 6" CRUSHED SURFACING BASE COURSE 12" SUBGRADE COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY SWALE 6' DRIVE AISLE 12' 4'4' 4'4' 3: 1 3:1 3: 13:112" RIBBON CURB 4-1/2" CLASS "B" ASPHALT CONCRETE 3" MIN COMP DEPTH 6" CRUSHED SURFACING BASE COURSE 9" MIN COMP DEPTH 12" SUBGRADE PARKING STALL 18' DRIVE AISLE 12' PARKING STALL 18' DRIVE AISLE 12' SWALE 6'VARIES SWALE 6'VARIES HORZ SCALE NTS STREET E & D VERT SCALE NTS HORZ SCALE NTS STREET B & C VERT SCALE NTS HORZ SCALE NTS STREET A VERT SCALE NTS BIO- RETENTION 93' VARIES (95' -121') 4' 20' 6' SIDEWALK 6' SIDEWALK GRASS PAVER, TYP. LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41LOT 42LOT 43LOT 44LOT 45 LOT 46LOT 47LOT 48LOT 49LOT 50LOT 51LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 62LOT 63LOT 64LOT 65LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 98LOT 99LOT 100LOT 101LOT 102LOT 103LOT 104LOT 105LOT 106LOT 107LOT 108LOT 109LOT 110 LOT 111LOT 112LOT 113LOT 115LOT 114LOT 116LOT 117LOT 118LOT 119LOT 120LOT 121LOT 122LOT 123LOT 124LOT 125LOT 126LOT 127LOT 128LOT 129LOT 130LOT 131LOT 132LOT 133LOT 134LOT 135LOT 136LOT 137LOT 138STREET ASTR E E T A STREE T ASTREET BSTREET CTRACT C TRACT B TRACT D TRACT E TRACT ETRACT D TRACT C TRACT C STREET ETRACT ATRACT ATRA C T A TRACT ATRACT A TRACT A STREET D TRACT A TRACT F 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com SCALE IN FEET 80 1600 PRELIMINARY PLAT SITE WORK PHASING PLAN MASON STREET CEDAR AVENUEMEGS WAYSYCAMORE ST.APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATOR LEGEND SITEWORK / UTILITY PHASING LINEPHASE 1PHASE 2PHASE 3 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41LOT 42LOT 43LOT 44LOT 45 LOT 46LOT 47LOT 48LOT 49LOT 50LOT 51LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 62LOT 63LOT 64LOT 65LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 98LOT 99LOT 100LOT 101LOT 102LOT 103LOT 104LOT 105LOT 106LOT 107LOT 108LOT 109LOT 110 LOT 111LOT 112LOT 113LOT 115LOT 114LOT 116LOT 117LOT 118LOT 119LOT 120LOT 121LOT 122LOT 123LOT 124LOT 125LOT 126LOT 127LOT 128LOT 129LOT 130LOT 131LOT 132LOT 133LOT 134LOT 135LOT 136LOT 137LOT 138STREET ASTR E E T A STREE T ASTREET BSTREET CTRACT C TRACT B TRACT D TRACT E TRACT ETRACT D TRACT C TRACT C STREET ETRACT ATRACT ATRA C T A TRACT ATRACT A TRACT A STREET D TRACT A TRACT F LEGEND VERTICAL PHASING LINEPHASE 1PHASE 2PHASE 41019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com SCALE IN FEET 80 1600 PRELIMINARY PLAT VERTICAL PHASING PLAN MASON STREET CEDAR AVENUEMEGS WAYSYCAMORE ST.APPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DATE DEVELOPMENT ADMINISTRATORPHASE 3PHASE 5 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com LANDSCAPE SITEPLANL1.01 TEPICNICSHELTERTEPICNICSHELTERTE PICNICSHELTER1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799comMATCH LINESEE SHT 04SCALE INFEET 80 1600 L1.03 LANDSCAPE SITE PLAN MATCH LINESEE SHTL1.02MATCH LINESEE SHTL1.02TE COMMUNITY GATHERING SPACES WITH SHADE STRUCTURE COMMUNITY GARDEN PLANTING AREA, TYP PARK ORCHARD BIKE RACKS, (TOTAL OF 25 RACKS)BRIDGE OVER SWALE TREE GROVE SEATING AREA STORMWATER SWALE, TYP PROPOSED FOREST TRAIL LEGEND TRASH ENCLOSURE, TYP MOUND TREE TO REMAIN, TYP PRESERVED FOREST MULTI- USE LAWN, TYP GLADE GATHERING AREA WITH PICNIC TABLES AND BENCHES MAIN 5’ CONCRETE PATH, TYP. SECONDARY 4’ CONCRETE PATHWAY, TYP MAIN ENTRY SECONDARY ENTRY 1 11 4 14 7 2 12 5 15 8 3 13 6 16 9 10 17 18 1 6 13 14 10 16 9 1 6 2 5 17 15 16 LANDSCAPE SITEPLAN101939THAVENUESE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com L1.02 TEPICNICSHELTERTEPICNICSHELTERTE PICNICSHELTER1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 9837 P. 253.604.6600 F. 253.604.6799 SCALE IN FEET 801600 L1.03 LANDSCAPE SITE PLAN MATCH LINESEE SHTL1.02MATCH LINESEE SHTL1.022 TE COMMUNITY GATHERING SPACES WITH SHADE STRUCTURE COMMUNITY GARDEN PLANTING AREA, TYP PARK ORCHARD BIKE RACKS, (TOTAL OF 25 RACKS)BRIDGE OVER SWALE TREE GROVE SEATING AREA STORMWATER SWALE, TYP PROPOSED FOREST TRAIL LEGEND TRASH ENCLOSURE, TYP MOUND TREE TO REMAIN, TYP PRESERVED FOREST MULTI- USE LAWN, TYP GLADE GATHERING AREA WITH PICNIC TABLES AND BENCHES MAIN 5’ CONCRETE PATH, TYP. SECONDARY 4’ CONCRETE PATHWAY, TYP MAIN ENTRY SECONDARY ENTRY 1 11 4 14 7 2 12 5 15 8 3 13 6 16 9 10 17 18 MATCH LINESEE SHT L1. 01MASON STREET MATCH LINE SEE SHT L1. 03 MATCH LINE SEE SHT L1.01 MATCH LINE SEE SHT L1. 031 preliminary plat submittal 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799 www.parametrix.com TEPICNICSHELTERTEPICNICSHELTERTE PICNICSHELTER1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604.6600 F. 253.604.6799comMATCH LINESEE SHT 04SCALE INFEET 80 1600 L1.03 LANDSCAPE SITE PLAN MATCH LINESEE SHTL1. 02MATCH LINESEE SHTL1. 0217 18 2 5 9 4 7 8 6 11 TE 12 17 18 MULTI- USE LAWN MEADOW 15 9 13 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 P. 253.604. 6600 F. 253.604. 6799 www.parametrix. com MASON STREET CEDAR AVENUEPROPERTY LINE SEE CIVIL DRAWINGS MATCH LINESEE SHT L1. 02MATCH LINESEE SHT L1. 02L1. 03 LANDSCAPE SITE PLAN COMMUNITY GATHERING SPACES WITH SHADE STRUCTURE COMMUNITY GARDEN PLANTING AREA, TYP PARK ORCHARD BIKE RACKS, ( TOTAL OF 25 RACKS) BRIDGE OVER SWALE TREE GROVE SEATING AREA STORMWATER SWALE, TYP PROPOSED FOREST TRAIL TRASH ENCLOSURE, TYP MOUND TREE TO REMAIN, TYP PRESERVED FOREST MULTI- USE LAWN, TYP GLADE GATHERING AREA WITH PICNIC TABLES AND BENCHES MAIN 5’ CONCRETE PATH, TYP. SECONDARY 4’ CONCRETE PATHWAY, TYP MAIN ENTRY SECONDARY ENTRY 11 10 4 EXHIBIT B: Mason Street Neighborhood Site Development Plan II4''FM4''FM4''FM4''FMCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WCO-COMPOSITESITE PLAN1LEGENDSTORMWATER MAINGRAVITY SEWER LATERALPRESSURE SEWER MAINWATER MAINUNDERGROUND POWERFIBER OPTIC/TELECOMMUNICATIONSFIRE HYDRANTPOWER TRANSFORMERTELECOM PEDESTALGRINDER PUMP STATIONMANHOLECEDAR AVENUE MASON STREET8" W-SECTIONN.T.S.FRANCHISE UTILITY TRENCH10' MIN.POTABLE WATERC900 PVC SDR 1818" MIN.LOW PRESSURE SEWERHDPE SDR11 (IPS)-SECTIONN.T.S.TYPICAL UTILITY SEPARATIONFM36"MIN.SDTELECOMMUNICATIONSPOWER42" MIN.COVER4"12"MIN.PIPE BEDDINGMATERIAL ANDBACKFILL PERJEFFERSONCOUNTY PUDSPECIFICATIONS24" MIN.38" MIN.BACKFILLPFOSTORMWATERD 3034 PVC SDR 35 OR N-12 HDPE60120SCALE IN FEET0SSOF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA6901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:MASON STREET TOTAL PARKINGLOTSTANDARD STALL:ADA STALL:TOTAL:CEDAR62365MASON EAST47653MASON WEST34438MASON ON-STREET5454TOTAL:19713210-SECTIONN.T.S.TYPICAL PAVINGSUBGRADE COMPACTEDTO 95% MAX. DRY DENSITYPER ASTM D15574" 12" HMA12"SUBGRADE6" CSBCVARIES IICOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW W60120SCALE IN FEET0OF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA6901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:LEGENDSTORMWATER MAINGRAVITY SEWER LATERALPRESSURE SEWER MAINWATER MAINUNDERGROUND POWERFIBER OPTIC/TELECOMMUNICATIONSFIRE HYDRANTPOWER TRANSFORMERTELECOM PEDESTALGRINDER PUMP STATIONMANHOLE250' HYDRANT RADIUS8" WFMSDPFOSSPROPOSED 8"WATER MAINSERVICELATERAL,TYP.EXISTING FIREHYDRANTEXISTING FIREHYDRANTEXISTING FIREHYDRANTPROPOSED FIREHYDRANT, TYP.WA-00 WATER SYSTEMCOMPOSITE PLAN2 II4''FM4''FM4''FM4''FMCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WCOSS-00 SANITARY SEWERCOMPOSITE PLAN3OF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA6901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:60120SCALE IN FEET0E-ONE GRINDERPUMP, TYP.SIDE SEWER,TYP.LEGENDSTORMWATER MAINGRAVITY SEWER LATERALPRESSURE SEWER MAINWATER MAINUNDERGROUND POWERFIBER OPTIC/TELECOMMUNICATIONSFIRE HYDRANTPOWER TRANSFORMERTELECOM PEDESTALGRINDER PUMP STATIONMANHOLE8" WFMSDPFOSS20-FOOT PUBLICUTILITYEASEMENT, TYP. II105110110115115110115 120120115 115115 110115111112113114116114 11 4 1161181 1 8 116118120120120118116 114 1 1 4 114110110100110116114 114112 4''FM4''FM4''FM4''FMCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WCO115115 1151151131 1 3 11411411 6 11 7 11 8120116117118119115116116116117 118118118115 120116116117117117 117117117117118119115115 112 112 112113114 116 116 116 117 OF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA6901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:60120SCALE IN FEET0EXISTING GROUND(1-FOOT CONTOUR)LEGENDSTORMWATER MAINGRAVITY SEWER LATERALPRESSURE SEWER MAINWATER MAINUNDERGROUND POWERFIBER OPTIC/TELECOMMUNICATIONSFIRE HYDRANTPOWER TRANSFORMERTELECOM PEDESTALGRINDER PUMP STATIONMANHOLE8" WFMSDPFOSST7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T7.30T5.10BT5.10BT5.10BT5.30#STORMWATER BMPs:BMP T5.10B DOWNSPOUT DISPERSIONBMP T5.30FULL DISPERSIONBMP T7.30BIORETENTION PLANTER / SWALEPROPOSED GRADE(1-FOOT CONTOUR)T7.30SD-00GRADING & DRAINAGECOMPOSITE PLAN4 II4''FM4''FM4''FM4''FMCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WCOOF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA6901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:60120SCALE IN FEET0LEGENDSTORMWATER MAINGRAVITY SEWER LATERALPRESSURE SEWER MAINWATER MAINUNDERGROUND POWERFIBER OPTIC/TELECOMMUNICATIONSFIRE HYDRANTPOWER TRANSFORMERTELECOM PEDESTALGRINDER PUMP STATIONMANHOLE8" WFMSDPFOSSUT-00PRELIMINARYPOWER & FIBERCOMPOSITE PLAN5 60120SCALE IN FEET0-PARKINGSITE PLAN6CEDAR AVENUE MASON STREETOF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA6901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:MASON STREET PARKINGLOT:STANDARD STALL:ADA STALL:TOTAL:SITE WORK PHASE:VERTICAL PHASE:CEDAR6236534 + 5MASON EAST4765322 + 3MASON WEST3443811MASON ON-STREET545411TOTAL:19713210CEDAR LOTMASONEAST LOTMASONWEST LOTPHASE 1 PHASE 2PHASE 3 THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THEORIGINAL SIZE OF THIS SHEETABCD12 345THE SQUARES ABOVE ARE COLOR, WITH BLACKAND WHITE LETTERS, IF PRINTED CORRECTLYMCYK Copyright Schemata Workshop, Inc.architectownerAHJ stamp:SHEET REVISION LOG4/15/2025 10:22:55 AM Schemata Project No: 2302MASON STREETNEIGHBORHOODDEVELOPMENT231 Mason StPort Hadlock, WA 98339P.O. Box 658Habitat for Humanity ofEast Jefferson CountyPort Townsend, WA 98368CONTACT: Bob CollinsDrawn By: DLDChecked By: DLDv: 360.379.2827e: Bob@habitatejc.orgPERMIT SETDrawing Set Issuance Date: 06/30/2025SITE1720 12th AvenueSeattle, WA 98122v: 206.285.1589w: schemataworkshop.comSchemata Workshop, Inc.NO.DATEDESCRIPTIONLT0.01GENERAL NOTES& LUMINAIRESCHEDULEDRAWING GENERAL NOTES1.THIS IS A DESIGN PROJECT; DARK LIGHT DESIGN HAS PROVIDED DESIGN SERVICES ONLY.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THEPROJECT MEETS ALL APPLICABLE CODES.2.WHERE LIGHTING PLANS AND ARCHITECTURAL PLANS CONFLICT, LIGHTING PLANS SHALLGOVERN FOR FIXTURE TYPE AND QUANTITY AND ARCHITECTURAL PLANS SHALL GOVERNFOR SPACING.3.CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING, IN ADVANCE, METHODS OF MOUNTINGFIXTURES AT LOCATIONS SHOWN ON DRAWINGS. MOUNTING METHODS SHALL BEAPPROVED BY MANUFACTURER OF LIGHTING EQUIPMENT.4.CONTRACTOR SHALL VERIFY ALL MOUNTING HARDWARE REQUIRED FOR INSTALLATIONPRIOR TO THE PURCHASE OF EQUIPMENT.5.REMOTE POWER SUPPLIES SHALL BE LOCATED WITHIN MANUFACTURER'S RECOMMENDEDDISTANCES, IN ACCESSIBLE LOCATIONS. CONTRACTOR SHALL COORDINATE WITH LIGHTINGDESIGNER AND ARCHITECT TO LOCATE REMOTE POWER SUPPLIES.6.CONTRACTOR SHALL CONFIRM CRITICAL DIMENSIONS PRIOR TO PURCHASE OF EQUIPMENT.7.CONTRACTOR SHALL RELAMP EXISTING FIXTURES WITH LAMPS INDICATED IN LUMINAIRESCHEDULE, IF REQUIRED.8.SEE ELECTRICAL DRAWINGS FOR EMERGECY EGRESS LIGHTING.9.ALL PHASE DIMMING CIRCUITS ARE TWO-WIRE. NO COMMON NEUTRALS SHALL BE USED.10.CONTRACTOR SHALL VERIFY ALL CEILING TYPES, RECESS CONDITIONS, AND VOLTAGESPRIOR TO ORDERING FIXTURES.11.CONFIRM LUMINAIRE SUSPENSION HEIGHTS, AND MOUNTING ELEVATIONS FOR WALLMOUNTED LUMINAIRES, WITH ARCHITECT AND/OR LIGHTING DESIGNER PRIOR TO FINALINSTALLATION AND CUTTING OF EXCESS POWER AND SUSPENSION CABLES.DRAWING PREPARED BY DARK LIGHTDESIGNUNDER THE OVERSIGHT OF ARCHITECT & PRIME CONSULTANT FOR THE PROJECT:MICHAEL MARIANO, PARTNERSCHEMATA WORKSHOP, INC.1720 1T AVE.SEATTLE, WA 98122` CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2YG2YG2YG2YG2YG2YG2YG2YG1YG1YG2YG2YG2YG2YG2YG2YG2YG2YG1YG1YG1YG1YG1YG1YG2YG2ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1YG1YG2YG2YG2YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1YG2ZB1YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG1YG2YG2ZB1YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG1YG1YG1YG1ZB1YG2YG2YG2YG2YG2YG2YG2YG2YG1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2YG2YG2YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2YG2YG2YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2CS1CS1CS1CS1CS1CS1CS1YG1ZB1ZB1ZB1ZB1CS1CS1CS1CS1CS1CS1CS1CS1ZB1YG2YG2YG2YG2YG2YG2YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2YG1YG1YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2ZB1YG2YG2YG2YG2ZB1ZB1ZB1ZB1ZB1ZB1THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THEORIGINAL SIZE OF THIS SHEETABCD12 345THE SQUARES ABOVE ARE COLOR, WITH BLACKAND WHITE LETTERS, IF PRINTED CORRECTLYMCYK Copyright Schemata Workshop, Inc.architectownerAHJ stamp:SHEET REVISION LOG4/15/2025 10:22:55 AM Schemata Project No: 2302MASON STREETNEIGHBORHOODDEVELOPMENT231 Mason StPort Hadlock, WA 98339P.O. Box 658Habitat for Humanity ofEast Jefferson CountyPort Townsend, WA 98368CONTACT: Bob CollinsDrawn By: DLDChecked By: DLDv: 360.379.2827e: Bob@habitatejc.orgPERMIT SETDrawing Set Issuance Date: 06/30/2025SITE1720 12th AvenueSeattle, WA 98122v: 206.285.1589w: schemataworkshop.comSchemata Workshop, Inc.NO.DATEDESCRIPTIONLT1.011LIGHTING PLANSCALE: 1"=60'-0" LIGHTING PLANOVERALL SITEDRAWING PREPARED BY DARK LIGHTDESIGNUNDER THE OVERSIGHT OF ARCHITECT & PRIME CONSULTANT FOR THE PROJECT:MICHAEL MARIANO, PARTNERSCHEMATA WORKSHOP, INC.1720 1T AVE.SEATTLE, WA 98122` SEE 1 / LT1.03 YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1YG2YG2YG2YG2YG2YG2YG2YG2YG1YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG1YG1YG1YG2YG2YG2YG2YG2YG2YG2YG2YG1CS1CS1CS1CS1CS1CS1CS1CS1YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2YG2YG2YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2YG2YG2YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2YG1ZB1ZB1300 PH1THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THEORIGINAL SIZE OF THIS SHEETABCD12 345THE SQUARES ABOVE ARE COLOR, WITH BLACKAND WHITE LETTERS, IF PRINTED CORRECTLYMCYK Copyright Schemata Workshop, Inc.architectownerAHJ stamp:SHEET REVISION LOG4/15/2025 10:22:55 AM Schemata Project No: 2302MASON STREETNEIGHBORHOODDEVELOPMENT231 Mason StPort Hadlock, WA 98339P.O. Box 658Habitat for Humanity ofEast Jefferson CountyPort Townsend, WA 98368CONTACT: Bob CollinsDrawn By: DLDChecked By: DLDv: 360.379.2827e: Bob@habitatejc.orgPERMIT SETDrawing Set Issuance Date: 06/30/2025SITE1720 12th AvenueSeattle, WA 98122v: 206.285.1589w: schemataworkshop.comSchemata Workshop, Inc.NO.DATEDESCRIPTIONLT1.021LIGHTING PLANSCALE: 1"=30'-0"LIGHTING PLANPHASE 1KEYPLANDRAWING PREPARED BY DARK LIGHTDESIGNUNDER THE OVERSIGHT OF ARCHITECT & PRIME CONSULTANT FOR THE PROJECT:MICHAEL MARIANO, PARTNERSCHEMATA WORKSHOP, INC.1720 1T AVE.SEATTLE, WA 98122` SEE 1 / LT1.02 SEE 1 / LT1.04 CS1CS1CS1CS1CS1CS1CS1CS1YG1YG2YG2ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1YG1YG2YG2YG2YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG1YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2ZB1ZB1ZB1ZB1YG2YG2YG2YG2YG2YG2YG2YG2YG1YG2YG2ZB1YG1YG1ZB1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2YG2YG2YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG1ZB1ZB1ZB1ZB1CS1CS1CS1YG2YG1ZB1YG2YG2YG2YG2ZB1ZB1300 PH2THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THEORIGINAL SIZE OF THIS SHEETABCD12 345THE SQUARES ABOVE ARE COLOR, WITH BLACKAND WHITE LETTERS, IF PRINTED CORRECTLYMCYK Copyright Schemata Workshop, Inc.architectownerAHJ stamp:SHEET REVISION LOG4/15/2025 10:22:55 AM Schemata Project No: 2302MASON STREETNEIGHBORHOODDEVELOPMENT231 Mason StPort Hadlock, WA 98339P.O. Box 658Habitat for Humanity ofEast Jefferson CountyPort Townsend, WA 98368CONTACT: Bob CollinsDrawn By: DLDChecked By: DLDv: 360.379.2827e: Bob@habitatejc.orgPERMIT SETDrawing Set Issuance Date: 06/30/2025SITE1720 12th AvenueSeattle, WA 98122v: 206.285.1589w: schemataworkshop.comSchemata Workshop, Inc.NO.DATEDESCRIPTIONLT1.031LIGHTING PLANSCALE: 1"=30'-0"LIGHTING PLANPHASE 2KEYPLANDRAWING PREPARED BY DARK LIGHTDESIGNUNDER THE OVERSIGHT OF ARCHITECT & PRIME CONSULTANT FOR THE PROJECT:MICHAEL MARIANO, PARTNERSCHEMATA WORKSHOP, INC.1720 1T AVE.SEATTLE, WA 98122` SEE 1 / LT1.03 CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG2YG2YG2YG2YG2YG2YG2YG2YG1YG1YG2YG2YG2YG2YG2YG2YG2YG2YG1YG1YG1YG1YG1YG1YG2YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG1YG1YG1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1ZB1YG2ZB1YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2CS1CS1CS1CS1CS1ZB1YG2YG2YG2YG2YG2YG2YG2CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1CS1YG1YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2YG2ZB1ZB1300 PH3THE LINE SHOWN ABOVE ISEXACTLY ONE INCH LONG AT THEORIGINAL SIZE OF THIS SHEETABCD12 345THE SQUARES ABOVE ARE COLOR, WITH BLACKAND WHITE LETTERS, IF PRINTED CORRECTLYMCYK Copyright Schemata Workshop, Inc.architectownerAHJ stamp:SHEET REVISION LOG4/15/2025 10:22:55 AM Schemata Project No: 2302MASON STREETNEIGHBORHOODDEVELOPMENT231 Mason StPort Hadlock, WA 98339P.O. Box 658Habitat for Humanity ofEast Jefferson CountyPort Townsend, WA 98368CONTACT: Bob CollinsDrawn By: DLDChecked By: DLDv: 360.379.2827e: Bob@habitatejc.orgPERMIT SETDrawing Set Issuance Date: 06/30/2025SITE1720 12th AvenueSeattle, WA 98122v: 206.285.1589w: schemataworkshop.comSchemata Workshop, Inc.NO.DATEDESCRIPTIONLT1.041LIGHTING PLANSCALE: 1"=30'-0"LIGHTING PLANPHASE 3KEYPLANDRAWING PREPARED BY DARK LIGHTDESIGNUNDER THE OVERSIGHT OF ARCHITECT & PRIME CONSULTANT FOR THE PROJECT:MICHAEL MARIANO, PARTNERSCHEMATA WORKSHOP, INC.1720 1T AVE.SEATTLE, WA 98122` XXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCO CO CO CO CO CO CO COCOCOCOCOCOCOCOCO CO COCOCO COCOCOCOCO WL2.01 9______ L2.01 2______ L2.01 1______MATCHLINESEEMASON STREET /1L1.03MATCHLINESEE/1L1.03P-5 P-5 P-1 P-1 P-3 MOW STRIP, SIM P-1MOW STRIP, SIM P-1 TYP WEST PARKING LOT TRASH ENCLOSURE, SAD PA P-1 TYP P-1 TYP P-5 P-5 MOW STRIP, SIM P-1TYP P-1 P-1 PA TYP TYP PA ASPHALT, SCD, TYP ASPHALT, SCD ASPHALT, SCDFIRE LANE, SCD GRAVEL, SCD GRAVEL, SCD P-1PROPERTY LINESETBACK, TYP PROPERTY LINEFIRE LANE, SCDBOLLARD FOOTING, TYP, SCD FOR LOCATION AND LAYOUT TREES TO REMAIN, TYP, SCD FOR SITE TREE PROTECTION INFORMATION TREE TO BE REMOVED, TYP, SCD FOR SITE TREE PROTECTION INFORMATION P-1 PROPOSED GRADING, SCD, TYP GRINDER PUMP, TYP, SCDP-4 L2.01 2______ BOLLARD FOOTING, TYP, SCD FOR LOCATION AND LAYOUT PA PA PA PA P-5 PA PA GRADING ENLARGEMENT P-1 P-3 PA SF-6TYP SF-10 SF-10 SF-10SF-10 SF-10 SF-10 SF-11 SF-11TYP SF-11 P-2 ED-1 SETBACK, TYP EXTENT OF LANDSCAPE PLANTING ELEC METER/PNL STUB, SCD ELEC METER/PNL STUB, SCD, TYP N 0'15'30'60'90' SCALE: 1"=30'-0" PRODUCTS KEY KEY DESCRIPTION DETAIL EDGING ED-1 HEADER BOARD - PAVING P-1 CONCRETE PAVING SCD P-2 CONCRETE PAVING SCD P-3 GRAVEL PAVING 3/L6.01 P-4 WOOD DECKING 4/L6.01 P-5 GRASS REINFORCEMENT GRID PAVERS SCD SITE FURNISHINGS SF-1 BIKE RACK 5/L6.01, 1/L9.02 SF-3 SITE CHAIR 4/L9.02 SF-4 MOVABLE SEAT 3/L9.02 SF-5 LOUNGE TABLE 5/L9.02 SF-6 MAILBOX SAD SF-10 RESIDENT ADDRESS SIGNAGE SAD SF-11 BOLLARD SLEEVE SCD SITE LIGHTING SL-01 PATH LIGHT - POLE LIGHTING 1/L4.01 SL-02 PATH LIGHT - RESIDENT ENTRY 2/L4.01 SL-03 PATH LIGHT - AREA LIGHTING 3/L4.01 T O D D L .BRO N KNO. 1056 EX P .8 /2 2/2025STATEO F W A SHIN G TONLANDS CA P E A R C H ITECTKnow what's below. before you dig.Call R IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. FINAL DELIVERABLE IS 11X17. SCALES SHOWN ARE HALF THE SCALE IN CADD DRAWING NO.PROJECT NAMEREVISIONS DATE BY CHECKED APPROVED DESIGNED DRAWN FILE NAME DATE JOB No. OF SIGNATURE ONLY SIGNATURE ONLY JEFFERSON COUNTY HABITAT FOR HUMANITY MASON STREET DEVELOPMENT PORT HADLOCK, WA XX 217-9085-002 A.P.N. 901-023-007 PERMIT SET6/30/2025 LANDSCAPE SIGNAGE PLAN - PHASE 1 L10.11 NOTES: 1. REFER TO L4.01 FOR ADDITIONAL SITE LIGHTING INFORMATION 2. REFER TO L9.01 FOR SITE IRRIGATION INFORMATION 3. REFER TO L9.02 FOR SITE FURNISHINGS INFORMATION 4. REFER TO L9.02 FOR SITE FENCING AND GATE INFORMATION 5. REFER TO CIVIL DRAWINGS FOR PAVEMENT SCORING INFORMATION UON 6. REFER TO CIVIL DRAWINGS FOR ELECTRICAL & UTILITY TYPE AND LOCATION T TTTTTT XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX UGU UGU UGU UGUUGUUGUUGUUGUUGUUGUUGUUGUUGU COCO CO CO CO CO CO CO CO CO CO COCOCO CO CO CO COCOCOCOCOCOCOCOCOCOCOCOCOCOCO CO W W MASON STREET WEST LAWN P-1 P-1 P-3 P-1 ST-02 MOW STRIP, SIM MOW STRIP, SIM CENTRAL PARKING LOT TYP P-3 PA PA PA P-1 ASPHALT, SCD, TYP TRASH ENCLOSURE, SAD P-3 MOW STRIP, SIM P-1 P-5 P-1 P-5 TYP P-1 P-1 MOW STRIP, SIM TYP P-3 P-1 P-1 P-1 ASPHALT, SCD MATCHLINESEE/1L1.02MATCHLINESEE/1L1.02MATCHLINESEE/1L1.04P-6 MATCHLINESEE/1L1.04FIRE LANE, SCD GRAVEL, SCDP-1 P-1 SF-6 BOLLARD FOOTING, TYP, SCD FOR LOCATION AND LAYOUT PROPERTY LINE SETBACK SETBACK L2.01 2______ P-1 P-3 PA PA GRADING ENLARGEMENT TYP P-1 P-1 P-1 P-5 PA PA P-1 STREETSCAPE SIDEWALK, SCD PARKING LOT SIDEWALK, SCD STREETSCAPE SIDEWALK, SCD PARKING LOT SIDEWALK, SCD PARKING LOT SIDEWALK, SCD PARKING LOT SIDEWALK, SCD L2.01 1______ PA SF-6 SF-10 SF-10 SF-10 SEE FOR MORE INFORMATION/9 L9.01 SF-10 SF-10 P-2 P-2 SF-11 P-1MOW STRIP, SIM L2.01 9______ L2.01 2______ ELEC METER/PNL STUB, SCD, TYP ELEC METER/PNL STUB, SCD, TYP COMPLETION OF TRAIL TO BE FIELD LOCATED BY DESIGN TEAM AFTER COMPLETION OF GRADING WORK N 0'15'30'60'90' SCALE: 1"=30'-0" PRODUCTS KEY KEY DESCRIPTION DETAIL EDGING ED-1 HEADER BOARD - PAVING P-1 CONCRETE PAVING SCD P-2 CONCRETE PAVING SCD P-3 GRAVEL PAVING 3/L6.01 P-4 WOOD DECKING 4/L6.01 P-5 GRASS REINFORCEMENT GRID PAVERS SCD P-6 TRAIL - SITE FURNISHINGS SF-1 BIKE RACK 5/L6.01, 1/L9.02 SF-2 BENCH 2/L9.02 SF-3 SITE CHAIR 4/L9.02 SF-4 MOVABLE SEAT 3/L9.02 SF-5 LOUNGE TABLE 5/L9.02 SF-6 MAILBOX SAD SF-7 PICNIC TABLE 6/L9.02 SF-8 RAISED BED PLANTER 7/L9.02 SF-10 RESIDENT ADDRESS SIGNAGE SAD SF-11 BOLLARD SLEEVE SCD SITE LIGHTING SL-01 PATH LIGHT - POLE LIGHTING 1/L4.01 SL-02 PATH LIGHT - RESIDENT ENTRY 2/L4.01 SL-03 PATH LIGHT - AREA LIGHTING 3/L4.01 SITE STRUCTURES ST-02 EAST PICNIC SHELTER 2/L9.01 T O D D L .BRO N KNO. 1056 EX P .8 /2 2/2025STATEO F W A SHIN G TONLANDS CA P E A R C H ITECTKnow what's below. before you dig.Call R IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. FINAL DELIVERABLE IS 11X17. SCALES SHOWN ARE HALF THE SCALE IN CADD DRAWING NO.PROJECT NAMEREVISIONS DATE BY CHECKED APPROVED DESIGNED DRAWN FILE NAME DATE JOB No. OF SIGNATURE ONLY SIGNATURE ONLY JEFFERSON COUNTY HABITAT FOR HUMANITY MASON STREET DEVELOPMENT PORT HADLOCK, WA XX 217-9085-002 A.P.N. 901-023-007 PERMIT SET6/30/2025 LANDSCAPE SIGNAGE PLAN - PHASE 2 L10.12 NOTES: 1. REFER TO L4.01 FOR ADDITIONAL SITE LIGHTING INFORMATION 2. REFER TO L9.01 FOR SITE IRRIGATION INFORMATION 3. REFER TO L9.02 FOR SITE FURNISHINGS INFORMATION 4. REFER TO L9.02 FOR SITE FENCING AND GATE INFORMATION 5. REFER TO CIVIL DRAWINGS FOR PAVEMENT SCORING INFORMATION UON 6. REFER TO CIVIL DRAWINGS FOR ELECTRICAL & UTILITY TYPE AND LOCATION I I T X XXXXXXXX T T T T TT TT XXXXXXXX XXXXX UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT U G TUGTOHPOHPOHPUGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGUUGUUGUUGUUGUUGUUGUUGUUGUUGUUGUUGUUGUUGUUGUCO COCOCO COCO CO CO COCO COCOCOCOCOCOCOCOCO COCOCOCOCO W MASON STREET CEDAR AVEMATCHLINESEE/1L1.03MATCHLINESEE/1L1.03EAST PARKING LOT ASPHALT, SCD, TYPTRASH ENCLOSURE, SAD EAST LAWN MEADOW P-6 P-1 P-5 ST-03 PA TYP FIRE LANE, SCD TYP P-1 P-1 P-1 TYP TYP P-1 P-1MOW STRIP, SIM P-1 P-1 P-1 P-1 MOW STRIP, SIM MOW STRIP, SIM ED-1 P-4 P-1 P-1TYP TYP PA PA PA PA PA P-1 P-4 MOW STRIP, SIM ED-1 P-3 P-1 TYP P-1 TYP P-1 P-3 P-1 BOLLARD FOOTING, TYP, SCD FOR LOCATION AND LAYOUT SF-6 MOW STRIP, SIM TYP STREETSCAPE SIDEWALK, SCD PARKING LOT SIDEWALK, SCD TYP SF-6 SADSF-10 SF-10SF-10 SF-10 SF-10 SF-10 GRADING ENLARGEMENT GRADING ENLARGEMENT SF-11 P-4 ELEC METER/PNL STUB, SCD, TYP ELEC METER/PNL STUB, SCD, TYP L2.01 2______L2.01 2______ L2.01 2______ L2.01 1______ P-1 N 0'15'30'60'90' SCALE: 1"=30'-0" PRODUCTS KEY KEY DESCRIPTION DETAIL EDGING ED-1 HEADER BOARD - PAVING P-1 CONCRETE PAVING SCD P-2 CONCRETE PAVING SCD P-3 GRAVEL PAVING 3/L6.01 P-4 WOOD DECKING 4/L6.01 P-5 GRASS REINFORCEMENT GRID PAVERS SCD P-6 TRAIL - SITE FURNISHINGS SF-1 BIKE RACK 5/L6.01, 1/L9.02 SF-2 BENCH 2/L9.02 SF-3 SITE CHAIR 4/L9.02 SF-4 MOVABLE SEAT 3/L9.02 SF-5 LOUNGE TABLE 5/L9.02 SF-6 MAILBOX SAD SF-7 PICNIC TABLE 6/L9.02 SF-8 RAISED BED PLANTER 7/L9.02 SF-10 RESIDENT ADDRESS SIGNAGE SAD SF-11 BOLLARD SLEEVE SCD SITE LIGHTING SL-01 PATH LIGHT - POLE LIGHTING 1/L4.01 SL-02 PATH LIGHT - RESIDENT ENTRY 2/L4.01 SL-03 PATH LIGHT - AREA LIGHTING 3/L4.01 SITE STRUCTURES ST-01 WEST PICNIC SHELTER 1/L9.01 ST-03 PARKING SHELTER 3/L9.01 T O D D L .BRO N KNO. 1056 EX P .8 /2 2/2025STATEO F W A SHIN G TONLANDS CA P E A R C H ITECTKnow what's below. before you dig.Call R IF NOT, SCALE ACCORDINGLY ONE INCH AT FULL SCALE. FINAL DELIVERABLE IS 11X17. SCALES SHOWN ARE HALF THE SCALE IN CADD DRAWING NO.PROJECT NAMEREVISIONS DATE BY CHECKED APPROVED DESIGNED DRAWN FILE NAME DATE JOB No. OF SIGNATURE ONLY SIGNATURE ONLY JEFFERSON COUNTY HABITAT FOR HUMANITY MASON STREET DEVELOPMENT PORT HADLOCK, WA XX 217-9085-002 A.P.N. 901-023-007 PERMIT SET6/30/2025 LANDSCAPE SIGNAGE PLAN - PHASE 3 L10.13 NOTES: 1. REFER TO L4.01 FOR ADDITIONAL SITE LIGHTING INFORMATION 2. REFER TO L9.01 FOR SITE IRRIGATION INFORMATION 3. REFER TO L9.02 FOR SITE FURNISHINGS INFORMATION 4. REFER TO L9.02 FOR SITE FENCING AND GATE INFORMATION 5. REFER TO CIVIL DRAWINGS FOR PAVEMENT SCORING INFORMATION UON 6. REFER TO CIVIL DRAWINGS FOR ELECTRICAL & UTILITY TYPE AND LOCATION EXHIBIT C: Mason Street Neighborhood Fire Safety Analysis schemata workshop inc 1720 12th avenue, seattle wa 98122 www.schemataworkshop.com 206.285.1589 October 10, 2025 To: Phil Cecere, Jefferson County Fire Marshall From: Mike Mariano Re: Mason Street Neighborhood Code Requirements for Automatic Fire Sprinklers Cc: Bob Collins, Tim Pula INTRODUCTION: The purpose of this memorandum is to provide an overview of applicable fire safety local and state laws for the Mason Street Neighborhood – herein referred to as the Project – and the need for automatic fire sprinkler systems. RELAVANT CODES ENFORCED 2024 Jefferson County Unified Development Code (JCUDC) Washington State Adoption and Amendment of the 2021 International Building Code (WAC 51-50-003) Washington State Adoption and Amendment of the 2021 International Residential Code (WAC 51-51- 003)Washington State Adoption and Amendment of the 2021 International Fire Code (IFC) DEFINITIONS The project consists of 3 building types: 1. One-story Duplexes (two single-family units)1,480-1,667 SF 2. Two-story Townhomes (or townhouses) (including 4 single family units each) 3,336-4,162 SF 3. One-story Group Homes (with 6 bedrooms/ residents each) 3,236 SF It is important to note that while the JCUDC Land Use Districts section defines ”Dwelling Unit as multifamily means one or more structures containing three or more dwelling units”, this is for the purposes of the zoning code which is concerned with land use. This is different from building codes, which are centered on building construction and are concerned with health and safety issues. IRC and IBC The IRC applies to townhomes with specific physical factors that the proposal currently meets: IRC R101.2 Scope The provisions of this code shall apply to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one- and two-family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade plane in height Under Section R202, “Townhouse” is defined as the following: TOWNHOUSE. A building that contains three or more attached townhouse units. TOWNHOUSE UNIT. A single-family dwelling unit in a townhouse that extends from foundation to roof and that has a yard or public way on not less than two sides that extends at least 50 percent of the length of each of these two sides.. The Washington State Building Code also allows Adult Family Homes (“group homes”) to be designed under the IRC: Under Section R202, “Adult Family Home” is defined as the following: ADULT FAMILY HOME. A dwelling, licensed by the State of Washington Department of Social and Health Services, in which a person or persons provide personal care, special care, room and board to more than one but not more than six adults who are not related by blood or marriage to the person or persons providing the services. 308.2.5 Adult Family Homes Adult family homes licensed by Washington state shall be classified as Group R-3 or shall comply with the International Residential Code. We have been especially careful to adhere to these requirements for all buildings to be permissible under the IRC. Note: all the requirements for the “Duplexes” in the project are the same or less stringent than those applying to townhouses so are not documented here. AUTOMATIC FIRE SPRINKLERS SYSTEMS The IRC has thresholds under which a sprinkler system is not required in homes, as determined by exceptions under the Washington State IRC. For each code cycle the State of Washington issues “insert” pages which legally amend the national building code. All proposed structures adhere to the following sections of the IRC as amended by the WAC: CHAPTER 51-51 WAC 2021 INTERNATIONAL RESIDENTIAL CODE INSERT PAGES (2ND PRINTING, POSTED 2/29/2024), EFFECTIVE MARCH 15, 2024 R313.1 Townhouse automatic fire sprinkler systems. An automatic residential fire sprinkler system shall be installed in a townhouse unit. EXCEPTIONS: 2. Townhouse buildings containing no more than four townhouse units. R313.2 One- and two-family dwellings automatic sprinkler systems. This section is not adopted. Additionally, the Washington State Building Code also requires sprinklers in group homes, but only with 7 or more residents (the group homes as designed have six): 903.2.8.5 Adult family home. An adult family home with a capacity of seven or eight that serves residents who require assistance during an evacuation must install an automatic sprinkler system that meets the requirements of NFPA 13D. The Jefferson County Building Code (Chapter 15 of the JCUDC) also requires sprinklers, but it only applies to building more than 5,000 square feet: 15.05.047 Automatic fire-extinguishing systems. (1) An automatic fire-extinguishing system shall be installed in all structures as set forth in this section, and as described in Chapter 9 of the currently adopted editions of both the International Fire Code and the International Building Code as amended and adopted by the state of Washington. For the purposes of this section, fire barriers and fire walls of any type do not constitute separate buildings. (a) In all newly constructed residential buildings (R occupancies), located within any urban growth area (UGA) in unincorporated Jefferson County, with a gross floor area of 5,000 or greater square feet, regardless of type or use, as well as zero lot line townhouses with an aggregate area of all connected townhouses 5,000 square feet or greater; CONCLUSION: In our review of the applicable codes we have concluded that Townhouses 3 stories or less, with four or fewer units, and part of structures less than 5,000 sf in total area, along with One and Two-family Dwellings, and Adult Family Homes with six or fewer residents, are not required to install automatic fire sprinkler systems. The proposed Mason Street Neighborhood complies with these requirements and exceptions. Sincerely, Michael Mariano AIA Schemata Workshop, Inc. Technical Memorandum 1019 39th Avenue SE, Suite 100 • Puyallup, WA 98374 | 253.604.6600 | Parametrix.com DATE: October 6, 2025 TO: Phil Cecere, Jefferson County Fire Marshal FROM: Zac Garrard SUBJECT: Mason Street Neighborhood Preliminary Plat - Fire Safety Compliance CC: Bob Collins, Tim Pula, Darren Sandeno PROJECT NUMBER: 217-9085-002 PROJECT NAME: Mason Street Neighborhood Introduction: The purpose of this technical memorandum is to provide an overview of applicable fire safety local and state laws for the Mason Street Neighborhood – herein referred to as the Project – site layout. This analysis reviewed the Jefferson County Code (JCC), the Washington Administrative Code (WAC), and the 2021 Washington State Fire Code and 2021 International Fire Code and evaluates the site layout and design compliance with applicable fire safety requirements. Fire Safety Analysis: Jefferson County Code (JCC) 12.20 911 Emergency Locator System  12.20.060 – Property or structures that must be addressed - At least one E911 address shall be assigned to every residence, business, industrial site, institutional building, general assembly building, and utility site. Application shall be required at the time of application for a building or road approach permit when no other number has been assigned at the site of a proposed structure. o The Project’s Preliminary Plat labels individual lots and streets generally as “Lot 1, Lot 2, Lot 3, etc.” and “Street A, Street B, Street C, etc.” due to the early status of project development at the time. o Final boundary lines, tax lots, and parcel numbers will be assigned with the Final Plat when new street names and addresses are determined. o Street A, B, C shall be named as individual private roads. 15.05 Building Codes  15.05.020 Administration and enforcement of code - Administration of the International Fire Code Adopted in This Chapter. The fire marshal is charged with the administration and enforcement of the International Fire Code as well as any amendments thereof adopted in this chapter, and other duties as required by Chapter 2.40 JCC. The fire marshal’s duties and authority shall include: The fire marshal may issue any approvals of permits necessary for fire safety; The fire marshal may make an administrative determination regarding any matter essential for public safety of an existing or proposed activity, building or structure, or Technical Memorandum Habitat for Humanity of East Jefferson County 217-9085-002 Mason Street Neighborhood Preliminary Plat - Fire Safety Compliance 2 October 6, 2025 for the safety of occupants thereof, which is not specifically provided for by the International Fire Code. o The Jefferson County Fire Marshal, Phil Cecere, prepared written comments in a letter dated August 6, 2025, stating the site plan’s emergency access and fire hydrant placement as appropriate. The full letter is included as an attachment.  15.05.030 15.05.030 Adoption of national and state codes by reference – Chapter 51-54A WAC – International Fire Code. The International Fire Code as published by the International Code Council is adopted by reference with the additions, deletions, and exceptions noted in the Washington Administrative Code. o A review of the Washington Fire Code is included below in a separate section. 18.30 Development Standards  18.30.030 Water Supplies - Water sources and facilities adequate for fire protection purposes shall be provided in all developments to the satisfaction of the Jefferson County fire marshal. o Jefferson County Public Utility District (PUD) has confirmed there is sufficient water availability within their supply to support the Project’s demand, and a signed water availability has been submitted to the project file. o Additionally, the PUD’s 2020 Water System Plan indicates in Figure 5-5 that their fire flow goal along Mason Street and Cedar Avenue is 500 gallons per minute, and Figure 5-6 indicates that they estimate 0% percent deficiency from their fire goal based on existing infrastructure and the 2018 Maximum Daily Demand (MDD). Furthermore, Figure 5-8 indicates that they estimate 0% percent deficiency from their fire goal based on 2038 MDD projections with their forecasted Capital Improvement Projects in place. o The Project’s proposed water system improvements followed the PUD’s technical standards and specifications. o The Fire Marshall’s letter states that the proposed water system improvements – including the 8” distribution mains – preliminarily provides water availability at all hydrant locations. Available hydrant flow data will be tested and verified prior to building permit issuance. 18.35 Land Divisions  18.35.300 Preliminary Plat Contents - Except as otherwise specified in this chapter, the preliminary short plat shall contain the following existing geographic features, drawn lightly in relation to proposed geographic features: The location and size of existing water system facilities including all fire hydrants lying within or adjacent to the proposed subdivision or those which will be connected to as part of the proposed subdivision (if applicable). The preliminary plat shall show the following proposed geographic features: Proposed location and description of all individual or community wells, or water system improvements, including fire hydrants (if applicable). o The Mason Street Neighborhood Preliminary Plat includes both existing and proposed water systems components – including water mains and fire hydrant locations – in the Utility Plan section of the package. Technical Memorandum Habitat for Humanity of East Jefferson County 217-9085-002 Mason Street Neighborhood Preliminary Plat - Fire Safety Compliance 3 October 6, 2025  18.35.610 Fire and Utility Standards - All divisions of land governed by this chapter shall meet the fire protection and improvement standards adopted by Jefferson County. o The Project’s proposed water system improvements followed the PUD’s technical standards and specifications. Washington Administrative Codes (WAC) 51-54A State Building Code Adoption And Amendment Of The 2021 Edition Of The International Fire Code  51-54A-001 - These rules are adopted under the authority of chapter 19.27 RCW.  51-54A-003 - The 2021 edition of the International Fire Code, published by the International Code Council is hereby adopted by reference with the following additions, deletions, and exceptions.  51-54A-0503 - Fire apparatus access roads. o 503.1 Where required. Fire apparatus access roads shall be provided and maintained in accordance with locally adopted street, road, and access standards. o 503.1.1 Buildings and facilities. This section is not adopted. o 503.1.2 Additional access. This section is not adopted. o 503.1.3 High-piled storage. This section is not adopted. o 503.2 Specifications. This section is not adopted. o 503.3 Marking. This section is not adopted. o 503.4 Obstruction of fire apparatus access roads. This section is not adopted. o 503.4.1 Traffic calming devices. This section is not adopted.  51-54A-0507 - Fire protection water supplies. o 507.3 Fire flow. Fire flow requirements for buildings or portions of buildings and facilities shall be determined by an approved method. 246-293 Water System Coordination Act  246-293-640 – Minimum Standards for Fire Flow. o City, town, or county legislative authority shall set minimum fire flows where local standards are adopted under WAC 248-57-900. o Where local standards are not adopted under WAC 248-57-900, Table 1 shall identify minimum fire flows. Contact with the county and local fire protection authority shall be made before applying these standards in a water system plan or to design of individual development. Technical Memorandum Habitat for Humanity of East Jefferson County 217-9085-002 Mason Street Neighborhood Preliminary Plat - Fire Safety Compliance 4 October 6, 2025 o 2021 Washington State Fire Code & 2021 International Fire Code (IFC) Chapter 5 Fire Service Features  501.3 Construction Documents – Construction documents for proposed fire apparatus access, location of fire lanes, security gates across from fire apparatus access roads and construction documents and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction. o The Project’s Construction Documents are currently under development. Jefferson County Department of Public Works and the Jefferson County Fire Marshall shall review prior to permit issuance and construction.  503.1 Where Required – Fire apparatus access roads shall be maintained in accordance with locally adopted street, road, and access standards. o The proposed roads and fire access lane will be privately owned and maintained. The private road sections are not subject to local street and road standards. The roads have been designed to support the heavy loading from emergency vehicles – including up to a 75,000 lb. tanker truck – per geotechnical engineer recommendations. o The proposed private roads and dedicated fire lane have been reviewed and approved for use by the Fire Marshal. Technical Memorandum Habitat for Humanity of East Jefferson County 217-9085-002 Mason Street Neighborhood Preliminary Plat - Fire Safety Compliance 5 October 6, 2025  5031.1 Buildings and Facilities – Approved fire apparatus access roads shall be provided for every facility, building or option of a building hereafter constructed or moved into within the jurisdiction. The fire apparatus access shall comply with the requirements of this section and shall extend to within 150-feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facilities. o The Project’s site plan arranged such that all exterior walls of the structures in all proposed lots are within 150-feet of the fire apparatus access road. o A figure is attached displaying the 150-foot hose coverage area across the site. o The 150-foot dimension is based on the maximum distance that handlines can be effectively extended from fire apparatus under typical conditions.  503.1.2 Additional Access – The fire code official is authorized to require more than one fire apparatus access road based on the potential for impairment of a single road by vehicle congestion, condition of terrain, climatic conditions or other factors that could limit access. o The Project site plan is arranged such that multiple access points are available for emergency response. Upon completion of the phased development, there will be four separate entrances to the site that are suitable for emergency vehicle response. o Figures are attached displaying the ingress, egress, and turning movements for a pumper and aerial ladder fire truck.  503.2.1 Dimensions – Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), exclusive of shoulders, except for approved security gates in accordance with section 503.6, and unobstructed vertical clearance of not less than 13 feet 6 inches ( 4115 mm). o The proposed fire apparatus access roads provide at minimum 20-feet of unobstructed width capable of supporting the loads imposed by a fire apparatus weighing up to 75,000 lbs.  503.2.2 Authority – The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue operations or where necessary to meet the public safety objectives of the jurisdiction.  503.2.3 Surface – Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced as to provide all-weather driving capabilities. o The roads have been designed to support the heavy loading from emergency vehicles – including up to a 75,000 lb. tanker truck – per geotechnical engineer recommendations.  503.2.4 – Turning Radius – The required turning radius of a fire apparatus access road shall be determined by the fire code official. o Figures are attached displaying the ingress, egress, and turning movements for a pumper and aerial ladder fire truck. Technical Memorandum Habitat for Humanity of East Jefferson County 217-9085-002 Mason Street Neighborhood Preliminary Plat - Fire Safety Compliance 6 October 6, 2025  503.2.8 Angles of approach and departure - The angles of approach and departure for fire apparatus access roads shall be within the limits established by the fire code official based on the fire department’ s apparatus. o Figures are attached displaying the ingress, egress, and turning movements for a pumper and aerial ladder fire truck.  503.4 Obstruction of fire apparatus access roads - Fire apparatus access roads shall not be obstructed in any manner, including the parking of vehicles. o No parking will be allowed within the fire lane. Appropriate signage and striping will be installed where necessary.  505.1 Address identification - New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. o The Project’s Preliminary Plat labels individual lots and streets generally as “Lot 1, Lot 2, Lot 3, etc.” and “Street A, Street B, Street C, etc.” due to the early status of project development at the time. o Final boundary lines, tax lots, and parcel numbers will be assigned with the Final Plat when new street names and addresses are determined.  507.1 Required Water Supply - An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises on which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. o Jefferson County Public Utility District (PUD) has confirmed there is sufficient water availability within their supply to support the Project’s demand, and a signed water availability has been submitted to the project file.  507.2 Types of Water Supply – A water supply shall consist of reservoirs, pressure tanks, elevated tanks, water mains, or other fixed systems capable of required fire flow. o The PUD’s is composed of reservoirs, pump stations, and water mains capable of providing the required fire flow.  507.3 Fire flow - Fire-flow requirements for buildings or portions of buildings and facilities shall be determined by an approved method. o The local fire protection authority or county fire marshal determines the fire flow requirements.  Minimum fire flow requirement is 500 gallons per minute for 30 minutes per WAC 246-293-640.  507.4 Water Supply Test - The fire code official shall be notified prior to the water supply test. Water supply tests shall be witnessed by the fire code official or approved documentation of the test shall be provided to the fire code official prior to final approval of the water supply system. o A hydrant fire flow test shall be conducted on the proposed water system prior to building permit issuance to confirm adequate fire flow to the site. Technical Memorandum Habitat for Humanity of East Jefferson County 217-9085-002 Mason Street Neighborhood Preliminary Plat - Fire Safety Compliance 7 October 6, 2025 Conclusion: The overview above outlines applicable local, state, and federal codes and regulations pertaining to fire safety and how it was implemented in the Project’s site plan. We submit this evaluation to the Jefferson County Fire Marshal for additional review and commentary to confirm that the site design of the Mason Street Neighborhood includes provisions sufficient to provide emergency response for public safety shall it be necessary. Attachments:  Fire Marshal Letter  Mason Street Neighborhood Water System Composite Plan  Mason Street Neighborhood Emergency Response 150’ Hose Length Evaluation  Mason Street Neighborhood AutoTurn Turning Movement Diagrams Mission Statement To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. Jefferson County Community Development Office of the Building Official Office of the Fire Marshal Phil Cecere 621 Sheridan St • Port Townsend WA 98368 Desk: 360.379.4461 https: co.jefferson.wa.us/1687 August 6, 2025 Tom Erlichman Jefferson County Hearing Examiner 1820 Jefferson St Port Townsend, WA.98368 It is my understanding that the previous exhibit comments provided from my office was found insufficient and denied. In light of this, I am taking advantage of the alternative to testifying at a future hearing and providing written comments as I plan on being out of office and feel it improper to delay this hearing any further. The Mason street proposal has been meticulously thought out and input has been provided by this office through numerous, well attended meetings. I, myself representing the Fire Marshal and the Building Official duties for Jefferson County, as well as East Jefferson Fire Rescue has had ample reviews of the various portions and revisions of this project. Fire flow analysis has been discussed with the applicant and the water purveyor Jafferson PUD#1. The proposed use of the majority of the structures as residential four unit townhomes, less than three stories and less than 5,000 sq ft cumulative per structure falls under the threshold for residential automatic sprinklers. The proposed congregate buildings and the required fire protection and life safety system requirements are deferred until permit application submission and reivew. Preliminary proposed water availability via 8” mains will accommodate all hydrant locations, with hydrant flow data to be verified prior to building permit issuance. All emergency access is appropriate, with comments only as to the viability of the road construction of the wagon track style road being discussed as to the durability to withstand #75,000 water tankers. Location of the access road and access through the parking areas is found to be appropriate including turning radii analysis and hydrant placement produced by Parametrix and provided by the applicant. Addressing is deferred to a future process at the time of building application submittal.This is consistent with DCD practices, preliminary input has been provided by JeffCom dispatch for consistency with addressing compatibility. Phil Cecere, Jefferson County Fire Marshal, Building Official IICOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW W60120SCALE IN FEET0WA-01 WATER SYSTEM& FIRE PROTECTIONPLAN1OF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA5901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:LEGENDSTORMWATER MAINGRAVITY SEWER LATERALPRESSURE SEWER MAINWATER MAINUNDERGROUND POWERFIBER OPTIC/TELECOMMUNICATIONSFIRE HYDRANTPOWER TRANSFORMERTELECOM PEDESTALGRINDER PUMP STATIONMANHOLE250' HYDRANT RADIUS8" WFMSDPFOSSPROPOSED 8"WATER MAINSERVICELATERAL,TYP.EXISTING FIREHYDRANTEXISTING FIREHYDRANTEXISTING FIREHYDRANTPROPOSED FIREHYDRANT, TYP.250' HYDRANT RADIUS , TYP.4 IICOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WCEDAR AVENUE MASON STREET60120SCALE IN FEET0OF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA5901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:150' 150'150' HOSE COVERAGE, TYP.250' HYDRANT RADIUS, TYP.-EMERGENCY RESPONSE150' HOSE LENGTHEVALUATION24 IICOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WOF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA5901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:AT-01 COMPOSITE SITE PLANTURNING MOVEMENT ANALYSISFIRE - PUMPER3LEGENDACCESS ROUTE #1 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #2 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #3 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #4 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #5 - TURNING MOVEMENTVEHICLE ENVELOPEDESIGN VEHICLECEDAR AVENUE MASON STREET60120SCALE IN FEET0-SECTIONN.T.S.TYPICAL PAVINGSUBGRADE COMPACTEDTO 95% MAX. DRY DENSITYPER ASTM D15574" 12" HMA6" CSBC12"SUBGRADEVARIES-DETAILN.T.S.DESIGN VEHICLEACCESS ROUTE #5ACCESS ROUTE #1ACCESS ROUTE #2ACCESS ROUTE #3ACCESSROUTE #4HYDRANT , TYP.6.0'BIO-RETENTION4.0'4.0'4.0'4.0'4.0'CL3:13:13:13:14-1/2" CLASS "B"ASPHALT CONCRETE6" CRUSHED SURFACINGBASE COURSE12" SUBGRADE 12" SUBGRADECOMPACTED TO A MINIMUM OF 95%OF ITS MAXIMUM DRY DENSITYUNDER ROADWAYS (TYP).2%GRASS PAVE SEE DETAIL 4/TS-01-SECTION1"=5'FIRELANEFILL CELLS WITH IMPORTEDTOPSOIL 12" BELOW TOP, TYP.HYDROSEED LAWN6" CRUSHED SURFACINGTOP COURSE6" TOPSOIL-SECTIONN.T.S.GRASS PAVERNOTE: FIRELANE & TYPICAL PAVING SECTIONS ARE APPROVEDFOR HEAVY LOADING - INCLUDING 75,000 LB FIRE TANKER - PERGEOTECHNICAL RECOMMENDATIONS.4 IICOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOWWW WAT-02 COMPOSITE SITE PLANTURNING MOVEMENT ANALYSISFIRE - AERIAL4CEDAR AVENUE MASON STREET60120SCALE IN FEET0OF% REVIEW SUBMITTALIF NOT, SCALE ACCORDINGLYONE INCH AT FULL SCALE.MASON STREETNEIGHBORHOODJEFFERSON COUNTY, WA5901019 39th Avenue SE, Suite 100 • Puyallup, WA 98374Ph: 253.604.6600NOTE:-DETAILN.T.S.DESIGN VEHICLEACCESS ROUTE #3ACCESS ROUTE #1ACCESSROUTE #2HYDRANT , TYP.-SECTIONN.T.S.TYPICAL PAVINGSUBGRADE COMPACTEDTO 95% MAX. DRY DENSITYPER ASTM D15574" 12" HMA6" CSBC12"SUBGRADEVARIES6.0'BIO-RETENTION4.0'4.0'4.0'4.0'4.0'CL3:13:13:13:14-1/2" CLASS "B"ASPHALT CONCRETE6" CRUSHED SURFACINGBASE COURSE12" SUBGRADE 12" SUBGRADECOMPACTED TO A MINIMUM OF 95%OF ITS MAXIMUM DRY DENSITYUNDER ROADWAYS (TYP).2%GRASS PAVE SEE DETAIL 4/TS-01-SECTION1"=5'FIRELANEFILL CELLS WITH IMPORTEDTOPSOIL 12" BELOW TOP, TYP.HYDROSEED LAWN6" CRUSHED SURFACINGTOP COURSE6" TOPSOIL-SECTIONN.T.S.GRASS PAVERNOTE: FIRELANE & TYPICAL PAVING SECTIONS ARE APPROVEDFOR HEAVY LOADING - INCLUDING 75,000 LB FIRE TANKER - PERGEOTECHNICAL RECOMMENDATIONS.LEGENDACCESS ROUTE #1 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #2 - TURNING MOVEMENTVEHICLE ENVELOPEACCESS ROUTE #3 - TURNING MOVEMENTVEHICLE ENVELOPEDESIGN VEHICLE4