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Home My WebLink AboutAsbuilts Combined Civil Landscape IlluminationIN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C1.01 LANDSCAPE ARCHITECT OWNER/APPLICANT ENGINEER/PLANNER/ VICINITY MAP CAUTION: UTILITY CONFLICTS SHEET INDEX VERTICAL DATUM BASIS OF BEARING LEGAL DESCRIPTION SITE STATISTICS MADRONA PLACE, LLC 3916 & 3926 NE 12TH ST RENTON, WA 98056 TOWNS ON 12TH SURVEYOR GEOTECHNICAL ENGINEER TRANSPORTATION ENGINEER ARCHITECT SITE COVER SHEET C 1 . 0 1 R-425501 ADJACENT LAND USE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C1.02 CONDITIONS OF APPROVAL PER HEARING EXAMINERS DECISION “” ” “” CONDITIONS OF APPROVAL C 1 . 0 2 R-425502 NE 12TH STREET NE 1 1 T H P L A C E SH E L T O N A V E N U E N E NE S U N S E T B L V D . NE 14TH PL NE 14TH CT NE 14TH ST ROW 2 ROW 4 R O W 6 ROA D A ROW 1 ROW 5 ROW 3 77 79 89 63 70 67 68 69 19222123 47 5857 49 56 50 55 51 54 80 85 83 64 62 61 60 TRACT O 23 53 90 66 28 29252627 30 40 7 1 13 43 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 TRACT G 45 44 42 41 46 1718 5698 75 74 71 73 84 82 88 86 87 76 24 59 TRACT H TRACT L TRACT K TRACT M 4 TRACT C TRACT N 52 72 78 81 TRACT J 65 T R A C T M T R A C T M TRACT A TRACT M IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C1.20 C 1 . 2 0 OVERALL SITE PLAN SITE LEGEND R-425503 R O W 6 ROA D A ROW 5 NE SUNSET B L V D 77 79 89 63 70 67 68 69 5857565554 80 85 83 64 62 61 53 90 66 40 41 75 74 71 73 84 82 88 86 87 76 59 TRACT H TRACT K TRACT L 72 78 81 TRACT J 65 60 TRACT M IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C1.21 SEE SHEET C1.22 HORIZONTAL CONTROL PLAN KEY MAP NE S U N S E T B L V D NE 12TH ST C 1 . 2 1 R-425504 SITE LEGEND R O A D A ROW 2 ROW 4 ROW 1 ROW 3 NE 12TH ST 1922 21 23 47 5857 49 56 50 55 51 54 TRACT O 23 53 28 29252627 30 40 7 1 13 43 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 45 44 42 41 46 1718 568 24 59 TRACT M TRACT L ROW 3 49TRACT N TRACT C 52 TRACT G TRACT B TRACT A N E 1 1 T H P L A C E SH E L T O N A V E N U E N E IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C1.22 SEE SHEET C1.21 HORIZONTAL CONTROL PLAN KEY MAP NE S U N S E T B L V D NE 12TH ST C 1 . 2 2 R-425505 SITE LEGEND ASBUILT NOTE 4 5 6 11 12 7 8 9 10 BB B B B B A A 77 79 89 63 70 67 68 69 5857565554 80 85 83 64 62 61 60 53 90 66 40 41 75 74 71 73 84 82 88 86 87 76 59 TRACT H TRACT L TRACT K R O W 6 ROA D A 72 71 78 81 ROW 5 TRACT J D D 65 60 TRACT M IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C1.23 SEE SHEET C1.24 LOT AREA TABLE SITE PLAN KEY MAP NE S U N S E T B L V D NE 12TH ST C 1 . 2 3 R-425506 SITE LEGEND 1 2 3 4 B B B C C A A 19222123 47 5857 49 56 50 55 51 54 TRACT O 23 53 28 29252627 30 7 1 13 43 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 TRACT G 45 44 42 41 1718 568 24 59 TRACT M TRACT L ROW 3 R O A D A ROW 2 R O W 4 ROW 1 B B B B B B B B 49 TRACT N TRACT C 52 ROW 3 N E 1 1 T H P L A C E SH E L T O N A V E N U E N E NE 12TH ST TRACT B TRACT A 46 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C1.24 SEE SHEET C1.23 SITE PLAN KEY MAP NE S U N S E T B L V D NE 12TH ST C 1 . 2 4 R-425507 SITE LEGEND ROA D A ROW 5 R O W 6 77 79 89 63 70 67 68 69 5857565554 80 85 83 64 62 61 60 53 90 66 40 41 75 74 71 73 84 82 88 86 87 76 59 TRACT H TRACT L TRACT K 72 78 81 TRACT J 65 NE SUNSET B L V D IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C3.01 SEE SHEET C3.02 GRADING PLAN C 3 . 0 1 KEY MAP NE S U N S E T B L V D NE 12TH ST R-425512 SURFACE LEGEND SOIL AMENDMENT ROW 2 ROW 1 ROW 3 ROW 4 R O W 3 A R O A D A 19222123 47 5857 49 56 50 55 51 54 23 53 28 29252627 30 40 7 1 13 43 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 45 44 42 41 46 1718 5698 24 59 TRACT M 4 TRACT C 52 TRACT G TRACT OTRACT N NE 12TH ST TRACT L N E 1 1 T H P L A C E SH E L T O N A V E N U E N E TRACT A TRACT B IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C3.02 SEE SHEET C3.01 GRADING PLAN C 3 . 0 2 KEY MAP NE S U N S E T B L V D NE 12TH ST R-425513 SURFACE LEGEND SOIL AMENDMENT IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C3.31 SECTION C-C SECTION A-A SECTION B-B SECTION D-D ROAD SECTIONS C 3 . 3 1 SURFACING SECTION ASPHALT PAVEMENT SURFACING SECTION WALKWAY ASPHALT THICKENED EDGE DETAIL R-425514 R O W 6 ROAD A ROA D A ROW 5 R O A D A NE 12TH ST IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C3.32GRADING DETAILS C 3 . 3 2 KEY MAP NE S U N S E T B L V D NE 12TH ST SURFACE LEGEND GRADING DETAIL #1 GRADING DETAIL #3 GRADING DETAIL #2 R-425515 GRADING DETAIL #4 R O A D A ROW 4 ROW 3 ROW 3 R O W 3 A R O W 4 ROW 2 ROW 1 ROW 2 R O A D A R O W 4 NE 12TH ST R O A D A NE 12TH ST IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C3.33GRADING DETAILS C 3 . 3 3 KEY MAP NE S U N S E T B L V D NE 12TH ST SURFACE LEGEND GRADING DETAIL #5 GRADING DETAIL #6 GRADING DETAIL #7 GRADING DETAIL #8 GRADING DETAIL #9 GRADING DETAIL #10 R-425516 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS ROAD STANDARD DETAILS C3.41 C 3 . 4 1 R-425517 NOTE: SAFETY YELLOW COLOR NOT REQUIRED. BLACK OR DARK GREEN PREFERRED. SEE MAXIFORCE WEBSITE FOR AVAILABLE COLORS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C3.42ROAD STANDARD DETAILS C 3 . 4 2 R-425518 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C3.43ROAD STANDARD DETAILS C 3 . 4 3 R-425519 ROW 2 R O W 6 ROA D A ROW 1 ROW 5 ROW 3 ROW 4 NE SUNSET B L V D NE 12TH ST NE 1 1 T H P L A C E SH E L T O N A V E N U E N E IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 W W P - 2 7 - 4 2 5 5 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.00 C 4 . 0 0 COMPOSITE ROAD & STORM DRAINAGE PLAN STORM LEGEND R-425520 R O W 2 R O W 1 30 40 43 16 3145444241 46 17 5 59 R O W 3 R O W 4 TRACT O N E 1 2 T H S T ROAD A SEE SHEET C4.04 SEE SHEET C4.03 SEE SHEET C4.03 SEE SHEET C4.05 SEE SHEET C4.06 R O W 5 SEE SHEET C4.08 SEE SHEET C4.08 TRACT B TRACT A ROAD A 410 420 430 440 410 420 430 440 10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.01 C 4 . 0 1 KEY MAP NE S U N S E T B L V D NE 12TH ST STANDARD NOTES STORM LEGEND M A T C H L I N E 1 5 + 0 0 , S E E S H E E T C 4 . 0 2 R-425521 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD A (START - 15+00) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. 410 420 430 440 410 420 430 440 15+5016+0016+5017+0017+5018+0018+50 ROAD A MATCHL I N E 1 5 + 0 0 , SEE SH E E T C 4 . 0 1 SEE SHEET C4.07 ROAD A ROA D A 65 64 62 61 6066 71 63 70 TRACT J R O W 6 72 74 73 68 69 SEE SHEET C4.07 SEE SHEET C4.09 S E E S H E E T C 4 . 0 9 NE SUNSET B L V D TRACT M TRACT H IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.02 C 4 . 0 2 KEY MAP NE S U N S E T B L V D NE 12TH ST M A T C H L I N E 1 5 + 0 0 , S E E S H E E T C 4 . 0 1 R-425522 ROAD & STORM DRAINAGE PLAN & PROFILE ROAD A (15+00 - END) STANDARD NOTES STORM LEGEND SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROW 1 410 420 430 440 410 420 430 440 20+00 20+50 21+00 21+50 22+00 22+50 SEE SHEET C4.01 ROW 2 ROW 1 R O A D A R O W 4 SEE SHEET C4.01 SEE SHEET C4.05 237 1 1320 11 16 15 14 12 101718 5698 19222123 4 TRACT O TRACT N TRACT M SEE SHEET C4.05 ROW 2 420 430 440 450 420 430 440 450 18+00 18+50 19+00 19+50 20+00 20+50 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 C4.03 C 4 . 0 3 KEY MAP NE S U N S E T B L V D NE 12TH ST R-425523 ROAD & STORM DRAINAGE PLAN & PROFILE ROW 1 & ROW 2 STANDARD NOTES STORM LEGEND SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROW 3 (EAST-WEST) 410 420 430 440 410 420 430 440 30+00 30+50 31+00 31+50 32+00 32+50 SEE SHEET C4.01 R O A D A ROW 3ROW 4 SEE SHEET C4.01 S E E S H E E T C 4 . 0 5 TRACT C 363231343335 37 45 44 42 41 43 40 TRACT G ROW 3 (NORTH-SOUTH) 410 420 430 440 410 420 430 440 40+00 40+50 41+00 41+50 42+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.04 C 4 . 0 4 KEY MAP NE S U N S E T B L V D NE 12TH ST R-425524 ROAD & STORM DRAINAGE PLAN & PROFILE ROW 3 (E-W & N-S) STANDARD NOTES STORM LEGEND SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROW 4 420 430 440 450 420 430 440 450 50+0050+5051+0051+5052+0052+5053+0053+5054+0054+5055+00 S E E S H E E T C 4 . 0 1 ROAD A R O W 3 S E E S H E E T C 4 . 0 1 ROW 4 R O W 2 N E 1 2 T H S T SEE SHEET C4.03 SEE SHEET C4.08 SEE SHEET C4.08 SEE SHEET C4.04 24 48 47 49 50 51 28 29 25 26 27 3046 922 23 52 314544 TRACT M TRACT L TRACT N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.05 C 4 . 0 5 KEY MAP NE S U N S E T B L V D NE 12TH ST R-425525 ROAD & STORM DRAINAGE PLAN & PROFILE ROW 4 STORM LEGEND SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. STANDARD NOTES ROW 5 410 420 430 440 410 420 430 440 50+0050+5051+0051+5052+0052+50 SEE SHEET C4.01 SEE SHEET C4.02 ROW 5 R O A D A 65 59 63 5857565554 64 62 61 60 53 66 TRACT L TRACT M IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.06 C 4 . 0 6 KEY MAP NE S U N S E T B L V D NE 12TH ST R-425526 ROAD & STORM DRAINAGE PLAN & PROFILE ROW 5 STANDARD NOTES STORM LEGEND SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROW 6 410 420 430 440 410 420 430 440 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 SEE SHEET C4.02 80 8583 90 75 74 7173 84777982 888687 89 70 67686976 78 81 72 TRACT LR O A D A ROW 6TRACT K IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.07 C 4 . 0 7 KEY MAP NE S U N S E T B L V D NE 12TH ST R-425527 ROAD & STORM DRAINAGE PLAN & PROFILE ROW 6 STORM LEGEND SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. STANDARD NOTES NE 12TH ST 420 430 440 420 430 440 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 SEE SHEET C4.01 47 1569823 TRACT N NE 12TH ST R O W 4 R O A D A SEE SHEET C4.05 TRACT O SD-2 410 420 430 410 420 430 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 C4.08 C 4 . 0 8 KEY MAP NE S U N S E T B L V D NE 12TH ST R-425528 ROAD & STORM DRAINAGE PLAN & PROFILE NE 12TH ST STORM LEGEND SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. STANDARD NOTES NE SUNSET BLVD TRACT J TRACT H 76 NE SUNSET BLVD 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 98+50 99+00 370 380 390 400 370 380 390 400 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.09 C 4 . 0 9 KEY MAP NE S U N S E T B L V D NE 12TH ST R-425529 ROAD & STORM DRAINAGE PLAN & PROFILE NE SUNSET BLVD STORM LEGEND SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. STANDARD NOTES R O W 6 ROA D A ROW 5 NE SUNSET B L V D 77 79 89 63 70 67 68 69 58575655 54 80 85 83 64 62 61 60 53 90 66 40 41 75 74 71 73 84 82 88 86 87 76 59 TRACT H 72 78 81 TRACT J 65 TRACT L TRACT M TRACT K IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.10 SEE SHEET C4.11 STORM SERVICES PLAN C 4 . 1 0 KEY MAP NE S U N S E T B L V D NE 12TH ST STORM LEGEND R-425530 NOTE SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING INFORMATION. ALL STORM MAINS AND STRUCTURES ARE "PUBLIC", OR OTHERWISE NOTED ON THE DRAINAGE PLAN R O W 3 A ROW 3 R O W 4 ROW 2 ROW 1 NE 12TH ST R O A D A 43 BLDG A 192221 23 47 5857 49 56 50 55 51 54 2 3 53 28 29252627 30 40 7 1 13 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 45 44 42 41 46 17 18 5698 24 59 TRACT M TRACT L 4 TRACT C 52 TRACT G TRACT O TRACT N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.11 SEE SHEET C4.10 STORM SERVICES PLAN C 4 . 1 1 KEY MAP NE S U N S E T B L V D NE 12TH ST STORM LEGEND R-425531 NOTESEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING INFORMATION. ALL STORM MAINS AND STRUCTURES ARE "PUBLIC", OR OTHERWISE NOTED ON THE DRAINAGE PLAN ROA D A N E S U N S E T B L V D 72 75 74 71 73 70 TRACT J AAB B SD-1 390 400 410 420 390 400 410 420 10+00 10+5010+61 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.31STORM DRAINAGE VAULT PLAN KEY MAP NE S U N S E T B L V D NE 12TH ST C 4 . 3 1 R-425532 STORM LEGEND NOTES VAULT - EXTERIOR VAULT - INTERIOR VAULT SECTION B-B 400 410 420 430 400 410 420 430 0+00 0+50 0+80 VAULT SECTION A-A 400 410 420 430 400 410 420 430 0+00 0+50 1+00 1+50 1+65 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.32 FLOW CONTROL SCREEN CONTROL STRUCTURE STORM DRAINAGE VAULT SECTIONS & DETAILS R-425533 C 4 . 3 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.33STORM DRAINAGE STANDARD DETAILS C 4 . 3 3 R-425533 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C4.34STORM DRAINAGE STANDARD DETAILS C 4 . 3 4 R-425535 ROW 2 R O W 6 ROW 1 ROW 5 ROW 3 ROW 4 NE SUNSET B L V D NE 12TH ST R O A D A ROAD A NE 1 1 T H P L A C E SH E L T O N A V E N U E N E IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.00 C 5 . 0 0 COMPOSITE SANITARY SEWER PLAN SEWER LEGEND S-425501 R O W 2 R O W 1 60 30 40 43 1631 4544 4241 46 17 559 TRACT H R O W 3 R O W 4 TRACT O N E 1 2 T H S T ROAD A SEE SHEET C5.04 M A T C H L I N E 1 5 + 0 0 , S E E S H E E T C 5 . 0 2 SEE SHEET C5.03 SEE SHEET C5.03 SEE SHEET C5.05 SEE SHEET C5.06 R O W 5 TRACT J SEE SHEET C5.08 SEE SHEET C5.08 TRACT B TRACT ATRACT M ROAD A 410 420 430 440 410 420 430 440 10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS SANITARY SEWER PLAN & PROFILE ROAD A (START - 15+00)C5.01 C 5 . 0 1 KEY MAP NE S U N S E T B L V D NE 12TH ST SEWER LEGEND M A T C H L I N E 1 5 + 0 0 , S E E S H E E T C 5 . 0 2 GENERAL NOTES SIDE SEWER NOTES S-425502 SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROAD A 410 420 430 440 410 420 430 440 15+5016+0016+5017+0017+5018+0018+50 TRACT H MATCHL I N E 1 5 + 0 0 , SEE SH E E T C 5 . 0 1 SEE SHEET C5.07 ROAD A RO A D A 65 85 64 62 61 6066 7184 86 63 70 TRACT J R O W 6 72 74 73 87 68 69 SEE SHEET C5.07 SEE SHEET C5.09 S E E S H E E T C 5 . 0 9 NE SUNSET BL V D TRACT M IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.02 C 5 . 0 2 KEY MAP NE S U N S E T B L V D NE 12TH ST M A T C H L I N E 1 5 + 0 0 , S E E S H E E T C 5 . 0 1 S-425503 SANITARY SEWER PLAN & PROFILE ROAD A (15+00 - END) SEWER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. SIDE SEWER NOTES ROW 1 410 420 430 440 410 420 430 440 20+00 20+50 21+00 21+50 22+00 22+50 SEE SHEET C5.01 ROW 2 ROW 1 R O A D A R O W 4 SEE SHEET C5.01 SEE SHEET C5.05 237 1 1320 1116151412 101718 5698 19222123 4TRACT O TRACT N TRACT M SEE SHEET C5.05 ROW 2 420 430 440 450 420 430 440 450 18+00 18+50 19+00 19+50 20+00 20+50 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.03 C 5 . 0 3 KEY MAP NE S U N S E T B L V D NE 12TH ST S-425504 SANITARY SEWER PLAN & PROFILE ROW 1 & ROW 2 SEWER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. SIDE SEWER NOTES ROW 3 (EAST-WEST) 410 420 430 440 410 420 430 440 30+00 30+50 31+00 31+50 32+00 32+50 SEE SHEET C5.01 R O A D A ROW 3ROW 4 SEE SHEET C5.01 S E E S H E E T C 5 . 0 5 TRACT C 363231343335 37 45 44 42 41 43 30 46 TRACT G 40 ROW 3 (NORTH-SOUTH) 410 420 430 440 410 420 430 440 40+00 40+50 41+00 41+50 42+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.04 C 5 . 0 4 KEY MAP NE S U N S E T B L V D NE 12TH ST S-425505 SANITARY SEWER PLAN & PROFILE ROW 3 (E-W & N-S) SEWER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. SIDE SEWER NOTES ROW 4 420 430 440 450 420 430 440 450 50+0050+5051+0051+5052+0052+5053+0053+5054+0054+5055+00 S E E S H E E T C 5 . 0 1 ROAD A R O W 3 S E E S H E E T C 5 . 0 1 ROW 4 R O W 2 N E 1 2 T H S T SEE SHEET C5.03 SEE SHEET C5.08 SEE SHEET C5.08 SEE SHEET C5.04 24 48 47 49 50 51 28 29 25 26 27 3046 922 23 52 314544 TRACT M TRACT L TRACT N TRACT A R O W 4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.05 C 5 . 0 5 KEY MAP NE S U N S E T B L V D NE 12TH ST S-425506 SANITARY SEWER PLAN & PROFILE ROW 4 SEWER LEGEND GENERAL NOTES SIDE SEWER NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROW 5 410 420 430 440 410 420 430 440 50+0050+5051+0051+5052+0052+50 SEE SHEET C5.01 SEE SHEET C5.02 ROW 5 R O A D A 65 59 63 5857565554 64 62 61 60 53 66 TRACT L TRACT J TRACT M IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.06 C 5 . 0 6 KEY MAP NE S U N S E T B L V D NE 12TH ST S-425507 SANITARY SEWER PLAN & PROFILE ROW 5 SEWER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. SIDE SEWER NOTES ROW 6 410 420 430 440 410 420 430 440 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 SEE SHEET C5.02 80 8583 90 75 74 7173 84777982 888687 89 70 67686976 78 81 72 TRACT K TRACT L S E E S H E E T C 5 . 0 8 R O A D A ROW 6 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.07 C 5 . 0 7 KEY MAP NE S U N S E T B L V D NE 12TH ST S-425508 SANITARY SEWER PLAN & PROFILE ROW 6 SEWER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. SIDE SEWER NOTES NE SUNSET BLVD SEE SHEET C5.07 77 76 TRACT J TRACT K SS-1 370 380 390 400 410 420 430 370 380 390 400 410 420 430 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.08 C 5 . 0 8 KEY MAP NE S U N S E T B L V D NE 12TH ST S-425509 SANITARY SEWER PLAN & PROFILE SS-1 SEWER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. SIDE SEWER NOTES SSMH 2 - CHANNELIZATION DETAIL 77 79 89 63 70 67 68 69 58 57 565554 80 85 83 64 62 61 60 53 90 66 40 41 75 74 71 73 84 82 88 86 87 76 TRACT H TRACT L TRACT K 72 78 81 65 TRACT J R O W 6 ROAD A ROW 5 NE SUNSET B L V D TRACT M 59 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.09 SEE SHEET C5.10 SEWER SERVICES PLAN C 5 . 0 9 KEY MAP NE S U N S E T B L V D NE 12TH ST SEWER LEGEND S-425510 SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. 19222123 47 57 495051 23 53 28 29252627 30 40 7 1 13 4348 20 11 3632 16 31 34 15 14 33 35 12 10 37 45 44 42 41 46 1718 5698 24 59 TRACT M 4 TRACT C 52 TRACT G TRACT OTRACT N R O W 3 A ROW 3 R O W 4 ROW 2 ROW 1 NE 12TH ST R O A D A TRACT L TRACT A TRACT B 58 59 54 55 56 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.10 SEE SHEET C5.09 SEWER SERVICES PLAN C 5 . 1 0 KEY MAP NE S U N S E T B L V D NE 12TH ST SEWER LEGEND S-425511 SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W W P - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C5.31SANITARY SEWER STANDARD DETAILS C 5 . 3 1 S-425512 NOTES INSIDE DROP - CONNECTION TO EX MH ROW 2 R O W 6 ROA D A ROW 1 ROW 5 ROW 3ROW 4 NE SUNSET B L V D NE 12TH ST NE 1 1 T H P L A C E SH E L T O N A V E N U E N E IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.00 C 6 . 0 0 WATER LEGEND W-425501 COMPOSITE WATER PLAN R O W 2 R O W 1 60 30 40 43 163145444241 46 17 559 TRACT H R O W 3 R O W 4 TRACT O N E 1 2 T H S T ROAD A SEE SHEET C6.04 M A T C H L I N E 1 5 + 0 0 , S E E S H E E T C 6 . 0 2 SEE SHEET C6.03 SEE SHEET C6.03 SEE SHEET C6.05 SEE SHEET C6.06 R O W 5 SEE SHEET C6.08 SEE SHEET C6.08 TRACT B TRACT J TRACT ATRACT M ROAD A 410 420 430 440 410 420 430 440 10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.01 C 6 . 0 1 KEY MAP NE S U N S E T B L V D NE 12TH ST M A T C H L I N E 1 5 + 0 0 , S E E S H E E T C 6 . 0 2 WATER LEGEND GENERAL NOTES S-425502 WATER PLAN & PROFILE ROAD A (START - 15+00) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROAD A 410 420 430 440 410 420 430 440 15+5016+0016+5017+0017+5018+0018+50 TRACT H MATCHL I N E 1 5 + 0 0 , SEE SH E E T C 6 . 0 1 SEE SHEET C6.07 ROAD A RO A D A 65 85 64 62 61 60 66 7184 86 63 70 TRACT J R O W 6 72 74 73 87 68 69 SEE SHEET C6.07 SEE SHEET C6.09 S E E S H E E T C 6 . 0 9 NE SUNSET B L V D TRACT M IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.02 C 6 . 0 2 KEY MAP NE S U N S E T B L V D NE 12TH ST M A T C H L I N E 1 5 + 0 0 , S E E S H E E T C 6 . 0 1 W-425503 WATER PLAN & PROFILE ROAD A (15+00 - END) WATER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROW 1 410 420 430 440 410 420 430 440 20+00 20+50 21+00 21+50 22+00 22+50 SEE SHEET C6.01 ROW 2 ROW 1 R O A D A R O W 4 SEE SHEET C6.01 SEE SHEET C6.05 237 1 13 20 1116151412 101718 5698 19 22 2123 4 TRACT O TRACT N TRACT M SEE SHEET C6.05 ROW 2 420 430 440 450 420 430 440 450 18+00 18+50 19+00 19+50 20+00 20+50 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.03 C 6 . 0 3 KEY MAP NE S U N S E T B L V D NE 12TH ST W-425504 WATER PLAN & PROFILE ROW 1 & ROW 2 WATER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROW 3 (EAST-WEST) 410 420 430 440 410 420 430 440 30+00 30+50 31+00 31+50 32+00 32+50 SEE SHEET C6.01 R O A D A ROW 3ROW 4 SEE SHEET C6.01 S E E S H E E T C 6 . 0 5 TRACT C 363231343335 37 45 44 42 41 43 30 46 40 TRACT G TRACT H ROW 3 (NORTH-SOUTH) 410 420 430 440 410 420 430 440 40+00 40+50 41+00 41+50 42+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.04 C 6 . 0 4 KEY MAP NE S U N S E T B L V D NE 12TH ST W-4255O5 WATER PLAN & PROFILE ROW 3 (E-W & N-S) WATER LEGEND GENERAL NOTESSEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROW 4 420 430 440 450 420 430 440 450 50+0050+5051+0051+5052+0052+5053+0053+5054+0054+5055+00 S E E S H E E T C 6 . 0 1 ROAD A R O W 3 S E E S H E E T C 6 . 0 1 ROW 4 R O W 2 N E 1 2 T H S T SEE SHEET C6.03 SEE SHEET C6.08 SEE SHEET C6.08 SEE SHEET C6.04 24 48 47 49 50 51 28 29 25 26 27 3046 922 23 52 314544 TRACT MTRACT L TRACT N TRACT A IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.05 C 6 . 0 5 KEY MAP NE S U N S E T B L V D NE 12TH ST W-425506 WATER PLAN & PROFILE ROW 4 WATER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROW 5 410 420 430 440 410 420 430 440 50+0050+5051+0051+5052+0052+50 SEE SHEET C6.01 SEE SHEET C6.02 ROW 5 R O A D A 65 59 63 5857565554 64 62 61 60 53 66 TRACT L TRACT J TRACT M IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.06 C 6 . 0 6 KEY MAP NE S U N S E T B L V D NE 12TH ST W-425507 WATER PLAN & PROFILE ROW 5 WATER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. ROW 6 410 420 430 440 410 420 430 440 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 SEE SHEET C6.02 80 8583 90 75 74 7173 84777982 888687 89 70 67686976 78 81 72 TRACT K TRACT L R O A D A ROW 6 TRACT M IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.07 C 6 . 0 7 KEY MAP NE S U N S E T B L V D NE 12TH ST W-425508 WATER PLAN & PROFILE ROW 6 WATER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. NE 12TH ST 420 430 440 420 430 440 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 SEE SHEET C6.01 47 1569823 TRACT N TRACT O NE 12TH ST R O W 4 R O A D A SEE SHEET C6.05TRACT M IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.08 C 6 . 0 8 KEY MAP NE S U N S E T B L V D NE 12TH ST W-425509 WATER PLAN & PROFILE NE 12ST ST WATER LEGEND GENERAL NOTESSEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. NE SUNSET BLVD SEE SHEET C6.07 TRACT J 76 77 TRACT K TRACT H WA-1 390 400 410 420 430 390 400 410 420 430 0+50 1+00 1+50 NE SUNSET BLVD 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 370 380 390 400 370 380 390 400 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.09 C 6 . 0 9 KEY MAP NE S U N S E T B L V D NE 12TH ST W-425510 WATER PLAN & PROFILE NE SUNSET BLVD & WA-1 WATER LEGEND GENERAL NOTES SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMATION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.31WATER STANDARD DETAILS C 6 . 3 1 W-425511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 W T R - 2 7 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C6.32WATER STANDARD DETAILS C 6 . 3 2 W-425512 NE 12TH STREET NE 1 1 T H P L A C E SH E L T O N A V E N U E N E NE S U N S E T B L V D . NE 14TH PL NE 14TH CT NE 14TH ST ROW 2 R O W 6 ROA D A ROW 1 ROW 5 ROW 3 77 79 89 63 70 67 68 69 19222123 47 5857 49 56 50 55 51 54 80 85 83 64 62 61 60 23 53 90 66 28 29252627 30 40 7 1 13 43 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 TRACT G 45 44 42 41 46 1718 5698 75 74 71 73 84 82 88 86 87 76 24 59 TRACT H TRACT L TRACT K TRACT M 4 TRACT C TRACT N 52 72 78 81 TRACT J 65 TRACT O R O W 4 TRACT B TRACT A IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C7.01 C 7 . 0 1 COMPOSITE UTILITY PLAN STORM LEGEND SEWER LEGEND WATER LEGEND W-425513S-425513R-425536 W W P - 2 7 - 4 2 5 5 W T R - 2 7 - 4 2 5 5 POWER LEGEND NE 12TH STREET NE 1 1 T H P L A C E SH E L T O N A V E N U E N E NE S U N S E T B L V D . NE 14TH PL NE 14TH CT NE 14TH ST 77 79 89 63 70 67 68 69 19222123 47 5857 49 56 50 55 51 54 80 85 83 64 62 61 60 23 53 90 66 28 29252627 30 40 7 1 13 43 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 TRACT G 45 44 42 41 46 1718 5698 75 74 71 73 84 82 88 86 87 76 24 59 TRACT H TRACT L TRACT K TRACT M 4 TRACT C TRACT N 52 72 78 81 TRACT J 65 TRACT O TRACT BTRACT A ROW 2 R O W 6 ROA D A ROW 1 ROW 5 ROW 3ROW 4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH T O W N S O N 1 2 T H T O W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C : 2 3 0 0 2 0 1 0 L U A : 2 2 - 0 0 0 1 8 0 P R : 2 2 - 0 0 0 1 6 0 T E D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS C8.01 C 8 . 0 1 SIGNAGE, CHANNELIZATION & FIRE DEPARTMENT SITE PLAN LEGEND NO PARKING SIGN DETAILS R-425540T-425501 T R O - 4 1 - 4 2 5 5 TRACT H TRACT C 4 ROW 2 ROW 40 7 1 ROW 1 13 43 ROW 3 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 TRACT G 45 44 42 41 46 1718 5698 75 74 71 73 84 77 79 82 88 86 87 89 63 70 67 68 69 19222123 47 5857 49 56 50 55 51 54 TRACT M TRACT L 80 ROW 685 83 64 62 61 60 TRACT O 23 53 90 66 28 29252627 30 TRACT K 76 24 ROW 4 59 ROW 5 TRACT N 78 81 72 TRACT J 52 65 TRACT B TRACT A NE 12TH STREET NE S U N S E T B L V D . NE 14TH PL NE 14TH CT NE 14TH ST 8/ 1 2 / 2 0 2 5 3 : 0 7 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 1 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS LEGEND TREE RETENTION PLAN - 5/1/24 REVISION SCALE: 1" = 50' - 0" LANDMARK TREES TO BE RETAINED LANDMARK TREES TO BE REMOVED SIGNIFICANT TREES TO BE RETAINED SIGNIFICANT TREES TO BE REMOVED TREES WITHIN CRITICAL AREA TO BE RETAINED TREES WITHIN R.O.W., ALLEY, AND DRIVEWAY TO BE REMOVED EXISTING SIGNIFICANT TREE TO BE REMOVED (TYP.) OFF-SITE TREE (TYP.) EXISTING NGPA TREE TO BE RETAINED (TYP.) EXISTING LANDMARK TREE TO BE REMOVED (TYP.) OFF SITE TREES TO BE RETAINED OFF SITE TREES TO BE REMOVED CRITICAL AREA BUFFER (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) OFF-SITE TREE TO BE REMOVED (TYP.) CRITICAL AREA BUFFER (TYP.) LOD (TYP.); SEE ARBORIST REPORT FOR DETAILS TREE PROTECTION FENCING (TYP.); TO BE PLACED AT LOD, TO END AT CRITICAL AREA BUFFER AND PROPERTY LINE; SEE FENCING DETAIL HEREON EXISTING LANDMARK TREE TO BE RETAINED (TYP.); SEE ARBORIST REPORT FOR DETAILS LOD* DRIPLINE LOD* DRIPLINE EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.) EXISTING TREE WITHIN PROPOSED PUBLIC STREET, TO BE REMOVED (TYP.) * FOR DETAILS ON LOD, SEE ARBORIST REPORT PROVIDED BY GREENFOREST, INC. CRITICAL AREA BUFFER (TYP.) EXISTING TREE WITHIN ACCESS TRACT, TO BE REMOVED (TYP.) R.O.W. (TYP.) CRITICAL AREA (TYP.) OFF-SITE TREE TO BE RETAINED (TYP.) PROTECTION FENCING PROTECTION FENCING CLEARING LIMITS POTENTIAL PARKING LOT LOCATION 9 STALLS AT 18' DEPTH AND 9' WIDTH SHOWN FOR FUTURE CONTEXT ONLY AREA YET TO BE CONSTRUCTED AREA YET TO BE CONSTRUCTED 8/ 1 2 / 2 0 2 5 3 : 0 7 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 1 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS PUBLIC STREETS, ALLEYS AND ACCESS EASEMENT (71) TREE TABLE - EXISTING TREES TO BE RETAINED DEVELOPABLE AREA (49) CRITICAL AREA (35) TREE TABLE - EXISTING TREES TO BE REMOVED DEVELOPABLE AREA (182) ALL TREES WITHIN CRITICAL AREAS ARE TO BE RETAINED AND NOT INCLUDED IN TREE RETENTION CALCULATION. TREE TABLE NOTES 1. 53 DANGEROUS TREES ARE EXCLUDED FROM THE TREE TABLE, AND THE PLAN SET. FOR DETAILS ON DANGEROUS TREES, SEE ARBORIST REPORT PREPARED BY GREENFOREST, INC.. 2. ALL INFORMATION SHOWN IN TREE TABLES HEREON IS PROVIDED BY GREENFOREST, INC.. R-425542 NE 12TH STREET NE S U N S E T B L V D . NE 14TH PL NE 14TH CT NE 14TH ST 8/ 1 2 / 2 0 2 5 3 : 0 8 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 2 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS COMPOSITE LANDSCAPE PLAN SCALE: 1" = 50' - 0" BUILDING SETBACK (TYP.) PROPERTY LINE (TYP.) CONIFEROUS TREE (TYP.) DECIDUOUS TREE (TYP.) EXISTING LANDMARK TREE TO BE RETAINED (TYP.) PERIMETER LANDSCAPE BUFFER (TYP.) SEE SHEET L2.02 SEE SHEET L2.03 10' MIN. STREET FRONTAGE LANDSCAPE (TYP.) TREE DENSITY CALCULATION R.O.W. (TYP.) R-MF ZONE R-10 ZONE PAVED SEATING AREA (TYP.); BENCH ON SCORE CONCRETE. SEE DETAILS FOR MORE INFORMATION. CRITICAL AREA BUFFER (TYP.) CRITICAL AREA BUFFER (TYP.) OFF-SITE TREE (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) BUILDING SETBACK (TYP.) EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.) OFF-SITE TREE (TYP.) EXISTING NGPA TREE TO BE RETAINED (TYP.) *TREE DENSITY ONLY REQUIRED LOTS 1-9 DUE TO EXISTING ZONING CLASSIFICATION. 6' SYMBOL QTY AMENITY MANUFACTURER 1 WOBBLY BRIDGE KOMPAN; PAINTED WITH A BROWN COLORED TRANSPARENT PIGMENT THAT MAINTAINS THE GOLDEN WOOD COLOR OF THE WOOD 2 NET CLIMBER WILLYGOAT; POWDER COATED BLUE 1 BLOQX 3 KOMPAN; LIME GREEN, GREY, AND DARK NAVY BLUE 15 BENCH FORMS+SURFACES; SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH 1 PICNIC TABLE FORMS+SURFACES; SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH 2 ADA PICNIC TABLE FORMS+SURFACES; SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH 3 PET WASTE RECEPTACLE PET WASTE ELIMINATOR 160 1-MAN BOULDER LOCALLY SOURCED SITE AMENITIES SCHEDULE 10' RECREATIONAL AREA (TYP.); NET CLIMBER, BLOQX 3, AND WOBBLY BRIDGE. SEE DETAILS FOR MORE INFORMATION. RECREATIONAL AREA (TYP.); NET CLIMBER. SEE DETAILS FOR MORE INFORMATION. 30' MIN. (TYP.) 50' MIN. (TYP.) STREET TREE (TYP.); SMALL SPECIES SPACED AT MIN. OF 30' O.C. STREET TREE (TYP.); LARGE SPECIES SPACED AT MIN. OF 50' O.C. PET WASTE RECEPTACLE (TYP.) 1.ALL PLANT MATERIAL WITHIN SIGHT DISTANCE TRIANGLES SHALL BE MAINTAINED TO PROVIDE VISUAL CLEARANCE BETWEEN 2' AND 8' AND SHRUBS PROPOSED WITHIN THE SIGHT DISTANCE TRIANGLES ARE NOT TO GROW WIDER THAN 18" IN DIAMETER AS TO NOT OBSTRUCT SIGHT LINES. STREET TREES SHALL BE LIMBED UP TO 8' ABOVE THE STREET GRADE. 2.STREET TREES SHALL BE MAINTAINED BY THE ADJACENT LAND OWNER. 3.STREET TREES SHALL MAINTAIN THE FOLLOWING CLEARANCES FROM UTILITIES: WATER AND SEWER: 8' STORM: 3' ALL OTHER ONSITE TREES SHALL MAINTAIN A CLEARANCE OF 8' FROM WET UTILITIES 5.ROOT BARRIER AND STRUCTURAL SOILS SHALL BE PROVIDED FOR STREET TREES AND TREES WITHIN 3' OF UTILITIES. 6.SHRUBS SHALL BE PLANTED TO MAINTAIN AT LEAST 4 FEET OF CLEARANCE FROM THE CENTER OF ALL FIRE HYDRANTS/CONNECTIONS. GENERAL LANDSCAPE NOTES 262 LF 4' CHAIN LINK FENCE LOCALLY SOURCED 1,007 LF SPLIT RAIL FENCE LOCALLY SOURCED 827 LF 6' CEDAR FENCE LOCALLY SOURCED R-425543 AREA YET TO BE CONSTRUCTED AREA YET TO BE CONSTRUCTED NE S U N S E T B L V D . NE 14TH PL NE 14TH CT 8/ 1 2 / 2 0 2 5 3 : 0 8 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 2 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS SEE SHEET L2.03 BUILDING SETBACK (TYP.) DECIDUOUS TREE (TYP.) EXISTING LANDMARK TREE TO BE RETAINED(TYP.) LANDSCAPE PLAN SCALE: 1" = 30' - 0" LAWN (TYP.) CRITICAL AREA BUFFER (TYP.) PROPERTY LINE (TYP.) CRITICAL AREA BUFFER (TYP.) OFF-SITE TREE (TYP.) TREE WITHIN NGPA TO BE RETAINED (TYP.) CRITICAL AREA BUFFER (TYP.) PAVED SEATING AREA (TYP.); BENCH ON SCORED CONCRETE. SEE DETAILS FOR MORE INFORMATION. R.O.W. (TYP.) RECREATIONAL AREA (TYP.); NET CLIMBER, BLOQX 3, AND WOBBLY BRIDGE. SEE DETAILS FOR MORE INFORMATION. CONIFEROUS TREE (TYP.) SHRUB (TYP.) GROUNDCOVER (TYP.) STREET TREE (TYP.); SMALL SPECIES SPACED AT MIN. OF 30' O.C. PICNIC TABLE (TYP.)PERIMETER LANDSCAPE BUFFER (TYP.) 17' CONCRETE PATHWAY (TYP.); GRAVEL CORNER CUT. 1 - MAN BOULDER (TYP.) SPLIT RAIL FENCE (TYP.) 6' CEDAR FENCE (TYP.) SPLIT RAIL FENCE (TYP.) 30' MIN. (TYP.) 50' MIN. (TYP.)STREET TREE (TYP.); LARGE SPECIES SPACED AT MIN. OF 50' O.C. PET WASTE RECEPTACLE (TYP.)R-425544 AREA YET TO BE CONSTRUCTED 1(7+675((7 8/ 1 2 / 2 0 2 5 3 : 0 8 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 2 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 72:16217+ 72 : 1 6 2 1 7 + 72 : 1 6 2 1 7 + ˝ˇ˝ˇ1(7+675(1721:$˝˙˘ˇ &˛ /8 $ ˛ ˙ 35 ˛ ˇ 7( ' ˘ ˘ &216758&7,215(&25''5$:,1*6 SEE SHEET L2.02 LANDSCAPE PLAN SCALE: 1" = 30' - 0" PROPERTY LINE (TYP.) CONIFEROUS TREE (TYP.) DECIDUOUS TREE (TYP.) EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) OFF-SITE TREE (TYP.) TREE WITHIN NGPA TO BE RETAINED (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) R.O.W. (TYP.) PAVED SEATING AREA (TYP.); BENCH ON SCORED CONCRETE. SEE DETAILS FOR MORE INFORMATION. R-10 =ONE R-MF =ONE SHRUB (TYP.) LAWN (TYP.) GROUNDCOVER (TYP.) 1 - MAN BOULDER (TYP.) STREET TREE (TYP.); SMALL SPECIES SPACED AT MIN. OF 30' O.C. PET WASTE RECEPTACLE (TYP.) 4' CHAIN LINK FENCE (TYP.): DOUBLE GATE FOR DOG RUN. 6' CEDAR FENCE (TYP.) 30' MIN. (TYP.) MULCH (TYP.) 5˘˘˘ AREA YET TO BE CONSTRUCTED AREA YET TO BE CONSTRUCTED TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 9 ACER CIRCINATUM VINE MAPLE 2" CAL. MIN.AS SHOWN 4 ARBUTUS MENZIESII PACIFIC MADRONE 2" CAL. MIN.AS SHOWN 4 CALOCEDRUS DECURRENS INCENSE CEDAR 6` HT. MIN.AS SHOWN 18 CORNUS X 'EDDIE'S WHITE WONDER'EDDIE'S WHITE WONDER DOGWOOD 2" CAL. MIN.AS SHOWN 5 COTINUS COGGYGRIA SMOKE TREE 2" CAL. MIN.AS SHOWN 2 PINUS CONTORTA SHORE PINE 6` HT. MIN.AS SHOWN 12 PRUNUS SERRULATA 'PINK CLOUD'JAPANESE FLOWERING CHERRY 2" CAL. MIN.AS SHOWN 12 PSEUDOTSUGA MENZIESII DOUGLAS FIR 6` HT. MIN.AS SHOWN 6 PYRUS CALLERYANA 'JACZAM' TM JACK CALLERY PEAR 2" CAL. MIN.AS SHOWN 12 TAXUS BREVIFOLIA PACIFIC YEW 6` HT. MIN.AS SHOWN 11 THUJA PLICATA WESTERN RED CEDAR 6` HT. MIN.AS SHOWN 5 TSUGA HETEROPHYLLA WESTERN HEMLOCK 6` HT. MIN.AS SHOWN STREET TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 6 CARPINUS CAROLINIANA NATIVE FLAME AMERICAN HORNBEAM 2" CAL. MIN.30` O.C. 13 TILIA CORDATA 'CHANCOLE'CHANCELLOR® LITTLELEAF LINDEN 2" CAL. MIN.50` O.C. 21 ZELKOVA SERRATA CITY SPRITE ZELKOVA 2" CAL. MIN.30` O.C. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 11 BERBERIS THUNBERGII 'ATROPURPUREA'RED LEAF JAPANESE BARBERRY 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN 58 BUXUS SEMPERVIRENS 'SUFFRUTICOSA'SUFFRUTICOSA COMMON BOXWOOD 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN 46 CHOISYA TERNATA 'SUNDANCE'SUNDANCE MEXICAN MOCK ORANGE 2 GAL./24" HT. MIN.3` O.C OR AS SHOWN 29 CORNUS SERICEA RED TWIG DOGWOOD 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN 81 CORNUS SERICEA 'KELSEYI'KELSEY'S DWARF RED - OSIER DOGWOOD 2 GAL./24" HT. MIN.3` O.C OR AS SHOWN 29 HOLODISCUS DISCOLOR OCEANSPRAY 2 GAL./24" HT. MIN.3` O.C OR AS SHOWN 137 HOSTA X 'PATRIOT'PATRIOT HOSTA 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN 112 ILEX CRENATA 'SKY PENCIL'SKY PENCIL JAPANESE HOLLY 5 GAL/36" HT. MIN.3` O.C OR AS SHOWN 35 LAVANDULA ANGUSTIFOLIA 'HIDCOTE'HIDCOTE ENGLISH LAVENDER 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN 122 MAHONIA AQUIFOLIUM OREGON GRAPE 3 GAL./36" HT. MIN.3` O.C OR AS SHOWN 12 MAHONIA NERVOSA OREGON GRAPE 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN 187 MUSCARI ARMENIACUM GRAPE HYACINTH 4" POT 3` O.C OR AS SHOWN 93 MYRICA CALIFORNICA PACIFIC WAX MYRTLE 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN 54 PAXISTIMA MYRSINITES OREGON BOXWOOD 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN 7 PHILADELPHUS LEWISII WILD MOCKORANGE 3 GAL./36" HT. MIN.3` O.C OR AS SHOWN 8 PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 3 GAL./36" HT. MIN.3` O.C OR AS SHOWN 264 POLYSTICHUM MUNITUM WESTERN SWORD FERN 3 GAL/18" HT. MIN.3` O.C OR AS SHOWN 108 PRUNUS LAUROCERASUS 'MOUNT VERNON'MOUNT VERNON ENGLISH LAUREL 2 GAL./24" HT. MIN.3` O.C OR AS SHOWN 31 RIBES SANGUINEUM RED FLOWERING CURRANT 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN 9 ROSMARINUS OFFICINALIS 'SALEM'SALEM ROSEMARY 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN 22 SARCOCOCCA CONFUSA SWEETBOX 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN 42 SPIRAEA BETULIFOLIA BIRCH LEAF SPIREA 2 GAL/18" HT. MIN.3` O.C OR AS SHOWN 9 SPIRAEA DENSIFLORA SUB-ALPINE SPIREA 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN 35 SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY 3 GAL./24" HT. MIN.3` O.C OR AS SHOWN 58 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL./36" HT. MIN.3` O.C OR AS SHOWN 166 WEIGELA FLORIDA 'ELVERA'MIDNIGHT WINE® WEIGELA 2 GAL./24" HT. MIN.3` O.C OR AS SHOWN ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 73 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 2 GAL/18" HT. MIN.AS SHOWN 331 CAREX OBNUPTA SLOUGH SEDGE 2 GAL/18" HT. MIN.AS SHOWN 356 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 2 GAL/18" HT. MIN.AS SHOWN 104 FESTUCA GLAUCA 'ELIJAH BLUE'ELIJAH BLUE FESCUE 2 GAL/18" HT. MIN.AS SHOWN 193 LIRIOPE MUSCARI LILYTURF 2 GAL/18" HT. MIN.AS SHOWN 82 MISCANTHUS SINENSIS 'LITTLE MISS'LITTLE MISS EULALIA GRASS 2 GAL/18" HT. MIN.AS SHOWN 21 PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS 2 GAL/18" HT. MIN.AS SHOWN 131 PENNISETUM SETACEUM 'RUBRUM'PURPLE FOUNTAIN GRASS 2 GAL/18" HT. MIN.AS SHOWN GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 5,683 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL.18" O.C. 2,902 CALLUNA VULGARIS 'FIREFLY'FIREFLY HEATHER 1 GAL.18" O.C. 728 FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL.18" O.C. 2,579 GAULTHERIA SHALLON SALAL 1 GAL.18" O.C. 8,102 SF LAWN HYDROSEED 8,877 SF MULCH 3" DEPTH MIN. 1,333 RUBUS CALYCINOIDES 'EMERALD CARPET'EMERALD CARPET CREEPING BRAMBLE 1 GAL.18" O.C. 3,136 VINCA MINOR COMMON PERIWINKLE 1 GAL.18" O.C. 8/ 1 2 / 2 0 2 5 3 : 0 8 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 2 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS PLANT SCHEDULE 17.) IF A DISCREPANCY EXISTS BETWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN. 18.) PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS SHALL REQUIRE PRIOR APPROVAL BY THE RESPONSIBLE OFFICIAL. 21.) OWNER SHALL APPROVE PLANT MATERIAL & PLANTING BED LOCATION PRIOR TO INSTALLATION. ALLOW 24 HOURS MINIMUM NOTIFICATION FOR INSPECTION REQUEST. PLANT MATERIAL THAT HAS BEEN APPROVED FOR INSTALLATION SHALL BE PLANTED WITHIN 24 HOURS. INSTALLATION SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL OF THE RESPONSIBLE OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE DAY FOLLOWING ARRIVAL SHALL BE HEELED-IN, KEPT MOIST AND PROTECTED AT ALL TIMES FROM EXTREME WEATHER CONDITIONS. PLANTS SHALL BE STORED AT THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 22.) TREE PITS SHALL BE A MINIMUM OF TWO TIMES (2x) THE DIAMETER OF THE TREE'S ROOT MASS. ADDITIONAL AERATION MAY BE REQUIRED AS DIRECTED BY THE RESPONSIBLE OFFICIAL. ADD WATER TUBES TO THE TREE PLANTINGS IN PAVED AREAS. 23.) STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE. 24.) STREET TREE AND SHRUB INSTALLATIONS SHALL CONFORM TO THE FOLLOWING GENERAL GUIDELINES: A.) TREES SHALL NOT BE PLANTED IN LOCATIONS THAT COULD LEAD TO ROOTS DAMAGING SIDEWALKS OR CURBING, OR IN ANY OTHER LOCATION THAT MAY CAUSE A SAFETY CONCERN. 25.) PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MATERIAL THAT HAS LOST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE RESPONSIBLE OFFICIAL. 19.) DRAINAGE: CONTRACTOR SHALL NOTIFY THE OWNER OF ANY LOW POINTS OR FORESEEN POOR DRAINING AREAS EXISTING ON-SITE AND PROVIDE CORRECTIVE DRAINAGE PLANS PRIOR TO COMMENCING LANDSCAPE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS SCOPE OF WORK. ALL POSITIVE DRAINAGE FROM LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATELY AND SHALL NOT CREATE DRAINAGE PROBLEMS OFF-SITE OR IN OTHER AREAS OF THE PROJECT. FINISHED LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 20.) LAWNS SHALL BE HYDROSEEDED WITH "SIGNATURE" AS SUPPLIED BY JB INSTANT LAWN OR APPROVED EQUAL. THE SEEDED AREA MUST BE PROTECTED BY A BARRIER WITH SIGNS THAT READ "KEEP OFF NEWLY SEEDED LAWN AREA". 14.) MULCH SHALL BE 100% NATURAL FIR OR HEMLOCK, FINE GROUND, OF UNIFORM COLOR, FREE FROM DYES, WEED SEEDS, SAWDUST & SCRAP LUMBER FIBER, TRASH, INORGANIC MATERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH. 15.) FERTILIZER SHALL BE A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANALYSIS SHOWN ON AN UNOPENED CONTAINER WHEN DELIVERED. FERTILIZER SHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFACTURER'S RECOMMENDATIONS AND SOIL TESTING LAB'S RECOMMENDATIONS. 16.) WORK AREAS TO BE KEPT NEAT AND ORDERLY AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS NEATLY TO AN EVEN FINE GRADE AROUND ALL PLANTS. ALL PAVED AREAS ARE TO BE CLEANED BY BROOM AND/OR WASHED AFTER EACH DAY'S WORK OR MORE FREQUENTLY AS REQUIRED. ALL PLANTING AREAS AND ADJACENT PAVED AREAS SHALL BE LEFT IN A NEAT AND CLEAN CONDITION UPON COMPLETION OF JOB. 1.) THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACTICES AND HAVE THE NECESSARY EQUIPMENT AND PERSONNEL TO PERFORM WORK. 2.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE AND ALL OTHER SITE IMPROVEMENTS PRIOR TO THE START OF LANDSCAPE WORK. 3.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUTION WHILE EXCAVATING IN ORDER TO AVOID DISTURBING ANY EXISTING UTILITIES. THE LANDSCAPE CONTRACTOR WILL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND OWNER OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURING PLANTING ACTIVITIES, ALTERNATIVE LOCATIONS MAY BE SELECTED BY THE OWNER'S REPRESENTATIVE. 4.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO OTHER TRADES AS REQUIRED. 5.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE, SPECIES VARIETY, QUANTITY AND QUALITY AS SPECIFIED ON PLANT SCHEDULE AND SYMBOLS ON LANDSCAPE PLAN. IF UNAVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND PROVIDE THE NAMES AND TELEPHONE NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HAVE BEEN CONTACTED. SUBSTITUTIONS SHALL ONLY BE MADE UPON THE APPROVAL OF THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 6.) ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANSI Z60.1). 7.) THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNERS FINAL ACCEPTANCE IS RECEIVED. 8.) THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAYS, CURBS, FENCING, STRUCTURES, ETC.. DURING CONSTRUCTION. 9.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALL EXISTING CODES, LAWS AND ORDINANCES RELATING TO THE WORK REQUIRED ON SITE, AND SHALL COMPLY ACCORDINGLY. 10.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRADES ARE MET. 11.) THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTATIVE SOIL SAMPLES TO THE OWNER'S REPRESENTATIVE FOR TESTING BY AN APPROVED SOIL TESTING LABORATORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX AS RECOMMENDED BY SOIL TESTING LAB. 12.) THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER 1". ALL LAWN AREAS SHALL BE ROLLED TO PROVIDE A FIRM, SMOOTH SURFACE FREE OF DIVOTS OR MOUNDS. 13.) THE LANDSCAPE CONTRACTOR SHALL SET FINISHED AMENDED SOIL DEPTH BELOW EDGE OF HARDSCAPE ELEMENTS PRIOR TO MULCH AND/OR SOD INSTALLATION. GRADES SHALL BE SET 3" BELOW ADJACENT HARDSCAPE SURFACES FOR PLANTING BEDS AND 1" BELOW FOR LAWN AREAS. GENERAL LANDSCAPE NOTES R-425546 3' 1 1 2 X ROOTBALL DIMENSION 1' PLANTING DECIDUOUS TREE STAKES SHALL EXTEND A MIN. OF 12" INTO UNDISTURBED SOIL 2 x ROOTBALL DIA. RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEAR'S GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL; ALL STAKES TO BE DRIVEN OUTSIDE THE ROOTBALLL, AT 120° SPACING GALVANIZED WIRED OR CABLE; TWIST WIRE TO TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING (ALLOW FOR SOME TRUNK MOVEMENT) STAKING NOTES: PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT FINISH GRADE ROUGHEN EDGES OF PIT REMOVE ALL TWINE, WIRE AND BURLAP FROM TOP HALF OF ROOTBALL; NON BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTURBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING PRUNE TREE AS DIRECTED IN PLANTING NOTES PLANTING CONIFER TREE PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT 3' 1 12 X ROOTBALL DIMENSION 1' FINISH GRADE REMOVE ALL TWINE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL; NON-BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY ROUGHEN EDGES OF PIT TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTURBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING NOT TO SCALE GROUNDCOVER 2" LAYER OF MULCH; TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 2 X ROOTBALL DIA. 1 1 2 X ROOTBALL DIA. PLANTING GROUNDCOVER EQUAL EQUAL EQUAL PLANT SPACING PER PLANT TYPE; SEE SCHEDULE NOTE: TO AVOID LANDSCAPE INTRUSION INTO PATHS, THE FOLLOWING PLANTING SPACING OFF-SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUND COVER: 18" SMALL SHRUBS (UNDER 3' TALL): 30" MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42" LARGE SHRUBS (OVER 6' TALL): 48" PLANT SPACING NOT TO SCALE 2 x ROOTBALL DIA. STAKES SHALL EXTEND A MIN. OF 1' INTO UNDISTURBED SOIL - SEE DECIDUOUS TREE PLANTING DETAIL FOR MORE INFORMATION 1' MIN. 1 12 x ROOTBALL DIA. 3' MIN. PRUNE TREE AS DIRECTED IN PLANTING NOTES PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL AT SURFACE OF SLOPE; DO NOT COVER TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT ROUGHEN EDGES OF PIT TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTURBED NATIVE SOIL TO PREVENT SETTLING BACKFILL - 2:1 MAX. SLOPE FILTER FABRIC 1 MAN BOULDER. (3) PER TREE MIN. W/ FILTER FABRIC BEHIND TO PREVENT SOIL WASH-THROUGH; BURY A MIN. OF 13 OF BOULDER BELOW EXISTING SLOPE SURFACE FOR STABILITY NOTE ON SOIL STABILIZATION: SECURE ALL EXPOSED CUT AND FILL SLOPES ADJACENT TO NEW PLANTING WITH HYDROSEED, BIODEGRADABLE EROSION CONTROL MESH OR MATTING, OR OTHER APPROVED METHOD EXISTING GRADE; 2:1 SLOPE MAX. NOT TO SCALE PLANTING CONIFER TREE ON SLOPE UPPER CUT SLOPE: 2:1 MAX. REMOVE ALL TWINE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL; NON-BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY REMOVE ALL TWINE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL; NON-BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFTING OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED SOIL/UNDISTURBED NATIVE SOIL TO PREVENT SETTLING PRUNE TREE AS DIRECTED IN PLANTING NOTES PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL AT SURFACE OF SLOPE; DO NOT COVER TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT ROUGHEN EDGES OF PIT BACKFILL - 2:1 MAX. SLOPE FILTER FABRIC 1 MAN BOULDER. (3) PER TREE MIN. W/ FILTER FABRIC BEHIND TO PREVENT SOIL WASH-THROUGH; BURY A MIN. OF 1 3 OF BOULDER BELOW EXISTING SLOPE SURFACE FOR STABILITY NOTE ON SOIL STABILIZATION: SECURE ALL EXPOSED CUT AND FILL SLOPES ADJACENT TO NEW PLANTING WITH HYDROSEED, BIODEGRADABLE EROSION CONTROL MESH OR MATTING, OR OTHER APPROVED METHOD. EXISTING GRADE; 2:1 SLOPE MAX. UPPER CUT SLOPE: 2:1 MAX. RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEAR'S GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL; ALL STAKES TO BE DRIVEN OUTSIDE THE ROOTBALL, AT 120° SPACING GALVANIZED WIRE OR CABLE; TWIST WIRE TO TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING (ALLOW FOR SOME TRUNK MOVEMENT) STAKES SHALL EXTEND A MIN. OF 12" INTO UNDISTURBED SOIL 1 1 2 x ROOTBALL DIA. 3' MIN. PLANTING DECIDUOUS TREE ON SLOPE PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 2 X ROOTBALL DIA. 1 12 X ROOTBALL DIA. PLANTING SHRUB NOT TO SCALE 2 x ROOTBALL DIA. PLANT EXISTING SLOPE SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER OF MULCH; TAPER TO CROWN CORNER OF ROOT SYSTEM TO BE AT LINE OF ORIGINAL GRADE, WHILE BELOW FINISHED GRADE SAUCER 2" HIGH ABOVE MULCH: FIRMLY COMPACT FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL NOT TO SCALE PLANTING SHRUB ON SLOPE 1 - MAN BOULDER NOT TO SCALE BOULDER STOCKPILED ON SITE TO BE FIELD LOCATED PER SITE PLAN 1/3 OF BOULDER TO BE BURIED SHRUBS, GROUND COVER, LAWN PER PLAN COMPACT SUB GRADE NOTE: 1. BOULDERS ONLY TO BE INSTALLED TO THE EXTENT AVAILABLE ONSITE. NOT TO SCALE NOT TO SCALE NOT TO SCALE 8/ 1 2 / 2 0 2 5 3 : 0 7 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 2 . 3 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 R-425547 WOBBLY BRIDGE SOURCE: KOMPAN 2% PITCH - INSTALL 1/4"x2" "DUMMY" JOINTS W/ PRE-MOLDED JOINT MATERIAL @12' O.C. CONCRETE PAVING NOTES: 3" (TYP.) - TOOL TO PROVIDE 14" "V" GROOVES @ 4' O.C. BETWEEN DUMMY JOINTS TO EXPANSION JOINTS 5' 4" 4" CONCRETE SLAB (MEDIUM BROOM FINISH) SET FINISH GRADE BELOW PAVING SURFACE AS REQ. TO ALLOW FOR FREE DRAINAGE OFF OF PAVING AFTER TURF/MULCH INSTALLATION (TYP.) 10X10X6X6 WWM CRUSHED ROCK BASE COURSE (COMPACT TO 95%) SUBGRADE COMPACTED TO 95% DETAIL: CONCRETE WALK PAVEMENT 3" DISTANCE VARIES PER PLAN NOTE: PAVING PATTERN IS GRAPHIC IN NATURE AND FOR VISUAL PURPOSES ONLY JOINT CONCRETE AS NECESSARY 3" INTEGRAL COLORED CONCRETE BAND, DARK GREY SCORED CONCRETE 6 X 6" SQUARES SCORED CONCRETE PAVING 6 X 6" NOT TO SCALE NOT TO SCALE 12" 4" 18" 6" 4" CONCRETE CURB PLAY SURFACING MATERIAL SHALL BE 4" BELOW TOP OF CURB OR WALK EXPANSION JOINT (IF ADJOINING MATERIAL IS CONCRETE) (TYP) SURFACE VARIES, SEE PLAN SLOPE PERIMETER DRAIN; 4" DIA. PERFORATED PIPE; CONNECT TO SITE STORM DRAINAGE SYSTEM ENGINEERED WOOD FIBER 2% SLOPE TOWARD DRAIN FROM CENTER 2% NOTE: 1. MAINTAIN MIN. FALL ZONE CLEARANCE FROM ALL HARD SURFACES PLAY EQUIPMENT PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 2. RAMP TO BE 4' WIDE MIN. 2% MAX CROSS SLOPE, 8.3% RUNNING SLOPE (1:12) PLAY EDGING W/RAMP 4" THICK CONCRETE RAMP (MAX GRADE 1:12) NOT TO SCALE 4' HT. CHAIN LINK FENCE WITH 4' GATE NOT TO SCALE 12" ROUND SECTION CONCRETE CLASS C (TYP.) BOTTOM RAIL CHAINLINK FABRIC BLACK POWDER COATED TOP RAIL 2" MAX. 4' 4' FINISHED GRADE STRETCHER BAR FABRIC BAND BOTTOM HINGE (180° SWING) TRUSS ROD TYP. NOTES: 1. MINIMUM POST LENGTH 8'-8". 2. PROVISIONS MUST BE MADE FOR LOCKING THE GATE. 3. ALL MATERIAL TO BE BLACK POWDER COATED WITH ONSITE TOUCHUP FOLLOWING INSTALLATION. 3'-6"3' 6" 1' 8' EQ. SPACING 6' 2'-6" EQ. 4-3/4" X 1-1/2" TK CAP ON TOP OF POST 2" X 4" TK TOP RAIL 1" X 4" TK RAIL 2" X 4" TK RAIL 4" X 4" PT POST 1" X 4" CEDAR BOARDS (TIGHT) 2" X 4" TK RAIL 1" X 4" TK RAIL FINISHED GRADE HOLD TOP OF FOOTING 2" BELOW FINISHED GRADE OPTIONAL POST ON PIPE NOT TO SCALE 6' WOOD PANEL FENCE SECTION ELEVATION NOTES: 1. TOP RAIL TO BE HORIZONTAL WITH MAX 12" STEPS AT POSTS AS NEEDED FOR GRADE - VERIFY W/ SUPERINTENDENT ON STEEP GRADES. 2. 2"x4" RAIL SIDE TO FACE INTO THE FENCE OWNER'S PROPERTY EXCEPT AT STREET OR PARK LOCATIONS. 3. WITH GRADE DIFFERENCE OF 6" OR MORE BETWEEN POSTS - SLOPE BOTTOM RAIL TO CONFORM. 4. STAIN ALL WOOD WITH SEMI-TRANSPARENT STAIN, COLOR TO MATCH ARCHITECTURE. STAIN TO BE SELECTED BY OWNER. 6' SPLIT RAIL FENCE 6" 4" 4" UNDISTURBED SOIL 4" AGGREGATE BASE 4" OF AGGREGATE BACKFILL HOLES IN POST FOR RAILS (TYP.) 2"X4" SPLIT CEDAR RAIL (TYP.) 4"X4" CEDAR POST FINISHED GRADE 2'-6" MIN. FOOTING DEPTH 4" (TYP.) 4"4" 4' 4" (TYP.) 1' - 5" 1' - 5" SCALE: NOT TO SCALE 6"6" 6' 8/ 1 2 / 2 0 2 5 3 : 0 8 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 2 . 3 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 R-425548 SOURCE: PET WASTE ELIMINATOR PET WASTE RECEPTACLE BENCH SOURCE: FORMS+SURFACES BLOQX 3 SOURCE: KOMPAN PICNIC TABLE SOURCE: FORMS+SURFACES NET CLIMBER SOURCE: WILLY GOAT 8/ 1 2 / 2 0 2 5 3 : 0 8 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 2 . 3 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 R-425549 TRACT H TRACT C 4 ROW 2 ROW 40 7 1 ROW 1 13 43 ROW 3 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 TRACT G 45 44 42 41 46 1718 5698 75 74 71 73 84 77 79 82 88 86 87 89 63 70 67 68 69 19222123 47 5857 49 56 50 55 51 54 TRACT M TRACT L 80 ROW 685 83 64 62 61 60 TRACT O 23 53 90 66 28 29252627 30 TRACT K 76 24 ROW 4 59 ROW 5 TRACT N 78 81 72 TRACT J 52 65 TRACT B TRACT A 19,791 SF COMMON OPEN SPACE - ACTIVE 38,536 SF COMMON OPEN SPACE - PASSIVE 4,497 SF COMMON OPEN SPACE EASEMENT 18,311 SF COMMON OPEN SPACE PEDESTRIAN CONNECTIONS 19,947 SF NON-COMPLIANT PRIVATE OPEN SPACE 27,592 SF PRIVATE OPEN SPACE 8/ 1 2 / 2 0 2 5 3 : 0 9 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 3 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS OPEN SPACE PLAN SCALE: 1" = 50' - 0" PER RMC 4.2.115 REQUIRED PRIVATE OPEN SPACE:250 SF PER UNIT, PER RMC 4-2-115.E LOTS PROPOSED WITH THE REQUIRED MIN. PRIVATE OPEN SPACE: 38 LOTS LOTS PROPOSED WITH AN INADEQUATE AMOUNT OF PRIVATE OPEN SPACE:52 LOTS ADDITIONAL 250 SF OF COMMON OPEN SPACE PER INADEQUATE LOT:13,000 SF REQUIRED COMMON OPEN SPACE:31,500 SF (350 SF PER UNIT, PER RMC 4-2-115.E) TOTAL COMMON OPEN SPACE REQUIRED:44,500 SF (13,000 SF + 31,500 SF) PROVIDED COMMON OPEN SPACE:81,138 SF ACTIVE COMMON OPEN SPACE: 19,791 SF PASSIVE COMMON OPEN SPACE: 38,539 SF COMMON OPEN SPACE EASEMENT: 4,497 SF COMMON OPEN SPACE PEDESTRIAN CONNECTIONS: 18,311 SF OPEN SPACE CALCULATIONSOPEN SPACE LEGEND AREA OPEN SPACE TYPE PRIVATE OPEN SPACE (TYP.) PROPERTY LINE (TYP.) R.O.W. (TYP.) ACTIVE COMMON OPEN SPACE (TYP.) PASSIVE COMMON OPEN SPACE (TYP.) PRIVATE OPEN SPACE TABLE *NON COMPLIANT PRIVATE OPEN SPACE CONSISTS OF AREAS WHERE THE MINIMUM REQUIRED AREA AND DIMENSIONS STANDARDS ARE NOT MET. EX. PORCHES, PATIOS, DECKS, AND MISCELLANEOUS BITS OF LANDSCAPING. NON-COMPLIANT PRIVATE OPEN SPACE (TYP.) COMMON OPEN SPACE PEDESTRIAN CONNECTIONS (TYP.) RECREATION AREA (TYP.) SITE AMENITIES SCHEDULE RECREATION AREA (TYP.) DOG RUN (TYP.) *COLORS ON TABLE ARE STRICTLY FOR VISUAL PURPOSES. LOTS SHOWN IN GREEN ARE COMPLIANT, WHILE LOTS SHOWED IN RED ARE NOT. SYMBOL QTY AMENITY MANUFACTURER 1 WOBBLY BRIDGE KOMPAN; PAINTED WITH A BROWN COLORED TRANSPARENT PIGMENT THAT MAINTAINS THE GOLDEN WOOD COLOR OF THE WOOD 2 NET CLIMBER WILLYGOAT; POWDER COATED BLUE 1 BLOQX 3 KOMPAN; LIME GREEN, GREY, AND DARK NAVY BLUE 15 BENCH FORMS+SURFACES; SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH 1 PICNIC TABLE FORMS+SURFACES; SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH 2 ADA PICNIC TABLE FORMS+SURFACES; SILVER TEXTURE, CUMARU HARDWOOD SEAT SLATS HAVE A NATURAL OILED FINISH 3 PET WASTE RECEPTACLE PET WASTE ELIMINATOR 160 1-MAN BOULDER LOCALLY SOURCED SITE AMENITIES SCHEDULE 262 LF 4' CHAIN LINK FENCE LOCALLY SOURCED 1,007 LF SPLIT RAIL FENCE LOCALLY SOURCED 827 LF 6' CEDAR FENCE LOCALLY SOURCED R-425550 AREA YET TO BE CONSTRUCTED AREA YET TO BE CONSTRUCTED NE 12TH STREET NE S U N S E T B L V D . NE 14TH PL NE 14TH CT NE 14TH ST TRACT H TRACT C 4 ROW 2 ROW 40 7 1 ROW 1 13 43 ROW 3 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 TRACT G 45 44 42 41 46 1718 5698 75 74 71 73 84 77 79 82 88 86 87 89 63 70 67 68 69 19222123 47 5857 49 56 50 55 51 54 TRACT M TRACT L 80 ROW 685 83 64 62 61 60 TRACT O 23 53 90 66 28 29252627 30 TRACT K 76 24 ROW 4 59 ROW 5 TRACT N 78 81 72 TRACT J 52 65 TRACT B TRACT A 4.0 0.75 0.75 1.0 1.0 1.5 1.5 1.0 1.0 1.0 1.0 1.0 1.0 0.75 0.75 0.75 0.75 0.75 1.0 1.0 1.0 1.0 1.0 1.5 1.5 1.5 2.0 2.0 1.0 3.0 3.0 1.0 2.0 2.0 2.0 2.0 2.0 1.5 2.0 1.5 1.5 0.75 0.75 0.75 0.75 2.0 0.750.75 MBF16.76 1" 26 1" 39.44 1" 422.8 1" 58.92 1" 69.92 1" 77.54 1" 86.16 1" 923.9 1" 1013.0 1" 20.411 1" 13.912 1" 1325.8 1" 9.7314 1" 3.9415 1" 11.716 1" 12.517 1" 11.418 1" 199.66 1" 10.320 1" 2124.8 1" 9.7422 1" 6.2923 1" 2413.3 1" 2519.5 1" 2623.0 1" 2710.2 1" 2812.3 1" 2911.9 1" 306.55 1" 3114.3 1" 20.432 1" 3318.5 1" 3411.7 1" 3.2935 1" 369.07 1" 3714.8 1" 22.338 1" 1.7639 1" 15.640 1" 2641 1" 9.7242 1" 14.643 1" 4425.5 1"4517.2 1" 8.7946 1"4718.0 1"4814.8 1" 10.649 1" 16.350 1" 5116.0 1" 5223.2 1" 5.7553 1"17.354 1" 14.655 1" 5630.1 1" 24.157 1" 7.2258 1" 18.859 1" 21.360 1" 8.961 1" 8.2262 1" 639.61 1" 11.364 1" 6511.3 1" 6612.4 1" 25.067 1" 6821.6 1" 6913.7 1" 6.2170 1" 5.2471 1" 7210.7 1" 733.32 1" 8.0474 1" 21.375 1" 25.676 1" 6.8877 1" 3.9178 1" 19.679 1" 802.5 1" 818.64 1" 8.2982 1" 33.583 1" 8410.2 1" 3" C1 C2 R2 R1 8/ 1 2 / 2 0 2 5 3 : 0 8 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 4 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS COMPOSITE IRRIGATION PLAN SCALE: 1" = 50' - 0" BUILDING SETBACK (TYP.) PROPERTY LINE (TYP.) SEE SHEET L4.02 SEE SHEET L4.03 R.O.W. (TYP.) R-MF ZONE R-10 ZONE CRITICAL AREA BUFFER (TYP.) CRITICAL AREA BUFFER (TYP.) OFF-SITE TREE (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) BUILDING SETBACK (TYP.) 6' 10' 30' MIN. (TYP.) 50' MIN. (TYP.) P.O.C. BACKFLOW DEVICE (TYP.) CONTROLLER (TYP.) RAIN SENSOR (TYP.) R-425551 AREA YET TO BE CONSTRUCTED AREA YET TO BE CONSTRUCTED NE S U N S E T B L V D . NE 14TH PL NE 14TH CT TRACT H 40 42 41 75 74 71 73 84 77 79 82 88 86 87 89 63 70 67 68 69 5857565554 TRACT L 80 ROW 685 83 64 62 61 60 53 90 66 TRACT K 76 59 ROW 5 78 81 72 TRACT J 65 4.0 0.75 0.75 1.0 1.0 1.5 1.5 1.0 1.0 1.0 1.0 1.0 1.0 0.75 0.75 0.75 0.75 0.75 1.0 1.0 1.0 1.0 1.0 1.5 1.5 1.5 2.0 2.0 1.0 3.0 3.0 1.0 2.0 2.0 2.0 2.0 2.0 1.5 2.0 1.5 1.5 0.75 0.75 0.75 0.75 2.0 0.750.75 11.716 1" 12.517 1" 2124.8 1" 9.7422 1" 6.2923 1" 2413.3 1" 2519.5 1" 2623.0 1" 2710.2 1" 2812.3 1" 2911.9 1" 306.55 1" 3114.3 1" 20.432 1" 3318.5 1" 3411.7 1" 3.2935 1" 369.07 1" 22.338 1" 1.7639 1" 15.640 1" 2641 1" 9.7242 1" 14.643 1" 6821.6 1" 6913.7 1" 6.2170 1" 5.2471 1" 7210.7 1" 733.32 1" 8.0474 1" 21.375 1" 25.676 1" 6.8877 1" 3.9178 1" 19.679 1" 802.5 1" 818.64 1" 8.2982 1" 33.583 1" 8410.2 1" C2 R2 8/ 1 2 / 2 0 2 5 3 : 0 8 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 4 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS SEE SHEET L2.03 BUILDING SETBACK (TYP.) EXISTING LANDMARK TREE TO BE RETAINED(TYP.) IRRIGATION PLAN SCALE: 1" = 30' - 0" CRITICAL AREA BUFFER (TYP.) PROPERTY LINE (TYP.) CRITICAL AREA BUFFER (TYP.) OFF-SITE TREE (TYP.) TREE WITHIN NGPA TO BE RETAINED (TYP.) CRITICAL AREA BUFFER (TYP.) R.O.W. (TYP.) MAINLINE (TYP.) SHRUB ROTOR (TYP.) PIPE SLEEVING (TYP.) LATERAL LINE (TYP.) DRIP LINE (TYP.) REMOTE CONTROL VALVE (TYP.) SHRUB SPRAY (TYP.) LAWN ROTOR (TYP.) LAWN SPRAY (TYP.) CONTROLLER (TYP.) RAIN SENSOR (TYP.)R-425552 AREA YET TO BE CONSTRUCTED NE 12TH STREET TRACT C 4 ROW 2 ROW 7 1 ROW 1 13 43 ROW 3 48 20 11 3632 16 31 34 15 14 33 35 12 10 37 TRACT G 45 44 42 41 46 1718 5698 19222123 47 5857 49 56 50 55 51 54 TRACT M TRACT L TRACT O 23 28 29252627 3024 ROW 4 TRACT N 52 TRACT B TRACT A MBF16.76 1" 26 1" 39.44 1" 422.8 1" 58.92 1" 69.92 1" 77.54 1" 86.16 1" 923.9 1" 1013.0 1" 20.411 1" 13.912 1" 1325.8 1" 9.7314 1" 3.9415 1" 11.716 1" 12.517 1" 11.418 1" 199.66 1" 10.320 1" 2124.8 1"369.07 1" 4425.5 1"4517.2 1" 8.7946 1" 4718.0 1" 4814.8 1" 10.649 1" 16.350 1" 5116.0 1" 5223.2 1" 5.7553 1"17.354 1" 14.655 1" 5630.1 1" 24.157 1" 7.2258 1" 18.859 1" 21.360 1" 8.961 1" 8.2262 1" 639.61 1" 11.364 1" 6511.3 1" 6612.4 1" 25.067 1" 733.32 1" 3" C1 R1 8/ 1 2 / 2 0 2 5 3 : 0 8 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 4 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS SEE SHEET L2.02 IRRIGATION PLAN SCALE: 1" = 30' - 0" PROPERTY LINE (TYP.) EXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) OFF-SITE TREE (TYP.) TREE WITHIN NGPA TO BE RETAINED (TYP.) CRITICAL AREA BUFFER (TYP.) BUILDING SETBACK (TYP.) R.O.W. (TYP.) R-10 =ONE R-MF =ONE 30' MIN. (TYP.) MAINLINE (TYP.) SHRUB SPRAY HEAD (TYP.) PIPE SLEEVING (TYP.) LATERAL LINE (TYP.) DRIP LINE (TYP.) REMOTE CONTROL VALVE (TYP.) LAWN SPRAY (TYP.) P.O.C. BACKFLOW DEVICE (TYP.) CONTROLLER (TYP.)RAIN SENSOR (TYP.) R-425553 AREA YET TO BE CONSTRUCTED AREA YET TO BE CONSTRUCTED NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6.76 35.6 41.5 1.3 in/h 2 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6 35.6 41.4 1.23 in/h 3 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.44 36.4 42.5 1.48 in/h 4 RAIN BIRD EFB-CP 1"SHRUB SPRAY 22.84 40.9 49.7 5.11 in/h 5 RAIN BIRD EFB-CP 1"SHRUB SPRAY 8.92 37.1 43.2 1.25 in/h 6 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.92 37.9 44.1 1.4 in/h 7 RAIN BIRD EFB-CP 1"SHRUB SPRAY 7.54 36.6 41.7 1.58 in/h 8 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6.16 36.3 41.3 1.24 in/h 9 RAIN BIRD EFB-CP 1"SHRUB SPRAY 23.88 39.6 47.1 1.66 in/h 10 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 12.98 43.3 47.3 0.96 in/h 11 RAIN BIRD EFB-CP 1"SHRUB SPRAY 20.44 38.9 46.9 5.12 in/h 12 RAIN BIRD EFB-CP 1"SHRUB SPRAY 13.9 38.0 44.6 4.5 in/h 13 RAIN BIRD EFB-CP 1"TURF SPRAY 25.81 36.0 45.9 1.33 in/h 14 RAIN BIRD EFB-CP 1"TURF SPRAY 9.73 31.2 36.6 1.39 in/h 15 RAIN BIRD EFB-CP 1"TURF SPRAY 3.94 30.2 34.2 2.2 in/h 16 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.72 36.7 40.5 9.49 in/h 17 RAIN BIRD EFB-CP 1"SHRUB SPRAY 12.55 38.1 42.0 1.74 in/h 18 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.38 37.8 42.5 1.57 in/h 19 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.66 37.0 40.6 1.61 in/h 20 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.34 37.0 40.7 1.79 in/h 21 RAIN BIRD EFB-CP 1"SHRUB SPRAY 24.8 40.1 47.1 1.77 in/h 22 RAIN BIRD EFB-CP 1"TURF SPRAY 9.74 31.0 32.1 2.06 in/h 23 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6.29 36.4 37.1 1.63 in/h 24 RAIN BIRD EFB-CP 1"SHRUB SPRAY 13.33 37.8 40.1 1.83 in/h 25 RAIN BIRD EFB-CP 1"SHRUB SPRAY 19.47 38.6 42.0 2.0 in/h 26 RAIN BIRD EFB-CP 1"SHRUB SPRAY 22.98 40.7 44.5 2.02 in/h 27 RAIN BIRD EFB-CP 1"TURF SPRAY 10.17 32.9 33.1 3.36 in/h 28 RAIN BIRD EFB-CP 1"SHRUB SPRAY 12.33 37.8 38.3 1.84 in/h 29 RAIN BIRD EFB-CP 1"TURF SPRAY 11.95 32.1 32.5 2.71 in/h 30 RAIN BIRD EFB-CP 1"SHRUB ROTOR 6.55 25.8 23.1 0.57 in/h 31 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 14.28 45.1 47.4 0.97 in/h 32 RAIN BIRD EFB-CP 1"SHRUB SPRAY 20.43 38.7 41.6 1.78 in/h 33 RAIN BIRD EFB-CP 1"SHRUB SPRAY 18.51 40.4 42.8 1.65 in/h 34 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.66 37.9 40.1 1.6 in/h 35 RAIN BIRD EFB-CP 1"SHRUB SPRAY 3.29 35.2 36.6 4.81 in/h 36 RAIN BIRD EFB-CP 1"TURF SPRAY 9.07 31.2 33.0 2.73 in/h 37 RAIN BIRD EFB-CP 1"SHRUB SPRAY 14.8 38.7 42.9 1.48 in/h 38 RAIN BIRD EFB-CP 1"SHRUB SPRAY 22.28 40.0 46.2 1.49 in/h 39 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 1.76 40.3 43.5 0.93 in/h 40 RAIN BIRD EFB-CP 1"SHRUB SPRAY 15.64 38.2 41.7 4.54 in/h 41 RAIN BIRD EFB-CP 1"SHRUB SPRAY 26 42.7 49.4 2.63 in/h 42 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.72 37.4 40.2 2.0 in/h 43 RAIN BIRD EFB-CP 1"SHRUB SPRAY 14.56 37.9 40.3 1.88 in/h 44 RAIN BIRD EFB-CP 1"SHRUB SPRAY 25.54 42.8 52.5 1.5 in/h 45 RAIN BIRD EFB-CP 1"TURF SPRAY 17.2 33.4 40.5 1.44 in/h 46 RAIN BIRD EFB-CP 1"SHRUB SPRAY 8.79 36.6 42.7 1.57 in/h 47 RAIN BIRD EFB-CP 1"SHRUB SPRAY 17.96 38.5 43.3 1.54 in/h 48 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 14.84 45.7 49 0.96 in/h 49 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 10.64 44.6 47.4 0.96 in/h 50 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 16.34 43.1 46.7 0.96 in/h 51 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 15.96 46.5 50.0 0.96 in/h 52 RAIN BIRD EFB-CP 1"SHRUB SPRAY 23.22 40.7 46.2 1.79 in/h 53 RAIN BIRD EFB-CP 1"TURF SPRAY 5.75 30.4 32.7 3.14 in/h 54 RAIN BIRD EFB-CP 1"SHRUB SPRAY 17.3 39.8 43.5 1.56 in/h 55 RAIN BIRD EFB-CP 1"SHRUB SPRAY 14.57 37.7 40.1 1.82 in/h 56 RAIN BIRD EFB-CP 1"SHRUB SPRAY 30.08 44.4 50.8 2.06 in/h 57 RAIN BIRD EFB-CP 1"TURF SPRAY 24.09 35.9 41.6 1.68 in/h 58 RAIN BIRD EFB-CP 1"SHRUB SPRAY 7.22 36.8 39.3 1.51 in/h 59 RAIN BIRD EFB-CP 1"SHRUB SPRAY 18.76 38.7 43.7 1.44 in/h 60 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 21.33 44.5 50.2 0.96 in/h 61 RAIN BIRD EFB-CP 1"SHRUB SPRAY 8.9 37.0 40.5 1.39 in/h 62 RAIN BIRD EFB-CP 1"SHRUB SPRAY 8.22 37.2 40.6 1.24 in/h 63 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.61 36.5 39.2 1.07 in/h 64 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.31 38.3 41.2 1.19 in/h 65 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.28 37.4 38.6 1.88 in/h 66 RAIN BIRD EFB-CP 1"SHRUB SPRAY 12.4 38.1 39.5 1.98 in/h 67 RAIN BIRD EFB-CP 1"SHRUB SPRAY 24.98 40.4 47.6 1.75 in/h 68 RAIN BIRD EFB-CP 1"SHRUB SPRAY 21.64 41.1 46.1 1.59 in/h 69 RAIN BIRD EFB-CP 1"TURF SPRAY 13.68 32.6 35.8 2.2 in/h 70 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6.21 35.7 38.1 1.91 in/h 71 RAIN BIRD EFB-CP 1"SHRUB SPRAY 5.24 35.3 37.6 1.94 in/h 72 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.67 37.0 39.9 1.63 in/h 73 RAIN BIRD EFB-CP 1"TURF SPRAY 3.32 30.4 32.6 1.53 in/h 74 RAIN BIRD EFB-CP 1"SHRUB SPRAY 8.04 36.5 38.2 1.43 in/h 75 RAIN BIRD EFB-CP 1"SHRUB ROTOR 21.33 31.7 35.8 0.64 in/h 76 RAIN BIRD EFB-CP 1"SHRUB SPRAY 25.58 42.3 48.1 1.54 in/h 77 RAIN BIRD EFB-CP 1"TURF ROTOR 6.88 26.4 27.1 1.25 in/h 78 RAIN BIRD EFB-CP 1"TURF ROTOR 3.91 25.9 26.4 0.56 in/h 79 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 19.61 42.5 45.2 0.96 in/h 80 RAIN BIRD EFB-CP 1"TURF SPRAY 2.5 30.2 29.9 1.67 in/h 81 RAIN BIRD EFB-CP 1"TURF SPRAY 8.64 32.1 29.5 2.63 in/h 82 RAIN BIRD EFB-CP 1"SHRUB ROTOR 8.29 26.8 24.2 0.58 in/h 83 RAIN BIRD EFB-CP 1"AREA FOR DRIPLINE 33.54 39.7 44.9 0.96 in/h 84 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.18 36.3 34.0 3.01 in/h SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER PROS-02 SR SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 67 30 HUNTER PROS-02 5 SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 27 30 HUNTER PROS-02 8 SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 13 30 HUNTER PROS-02 10 SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 7 30 HUNTER PROS-02 12 SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 4 30 HUNTER PROS-02 15 SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 11 30 HUNTER PROS-02 17 SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 2 30 HUNTER PROS-02 ADJ SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 91 30 HUNTER PROS-00 SR SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 544 35 HUNTER PROS-00 5 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 161 35 HUNTER PROS-00 8 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 279 35 HUNTER PROS-00 STRIP SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 22 35 HUNTER PROS-00 10 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 242 35 HUNTER PROS-00 12 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 49 35 HUNTER PROS-00 15 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 17 35 HUNTER PROS-00 17 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 1 35 HUNTER PROS-00 ADJ SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 192 35 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD 3504-PC-SAM 0.75 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 2 25 RAIN BIRD 3504-PC-SAM 1.0 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 6 25 RAIN BIRD 3504-PC-SAM 1.5 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 2 25 RAIN BIRD 3504-PC-SAM 4.0 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 1 25 RAIN BIRD 3500-S-PC-SAM 0.75 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 11 25 RAIN BIRD 3500-S-PC-SAM 1.0 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 9 25 RAIN BIRD 3500-S-PC-SAM 1.5 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 6 25 RAIN BIRD 3500-S-PC-SAM 2.0 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 9 25 RAIN BIRD 3500-S-PC-SAM 3.0 SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL CIRCLE. WITH SEAL-A-MATIC CHECK VALVE. 2 25 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY AREA TO RECEIVE DRIPLINE RAIN BIRD XFS-CV-09-12 XFS-CV SUB-SURFACE AND ON-SURFACE LANDSCAPE DRIPLINE WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT FITTINGS. 10,748 L.F. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD EFB-CP 1IN., 1-1/2IN., 2IN. BRASS REMOTE CONTROL VALVE, THAT IS CONTAMINATION PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES NON-POTABLE WATER USE. 84 ZURN 950XL 1" DOUBLE CHECK VALVE ASSEMBLY 1 RAIN BIRD ESPLXME2-LXMM W/ (3) ESPLXMSM12 48 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER.(1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION MODULES. INSTALL IN LXMM POWDER COATED, METAL WALL-MOUNTED CABINET. 1 RAIN BIRD ESPLXME2-LXMM W/ (3) ESPLXMSM12 48 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER.(1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION MODULES. INSTALL IN LXMM POWDER COATED, METAL WALL-MOUNTED CABINET. 1 RAIN BIRD RAINGAUGE RAIN SENSOR FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHER DATA BY PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, AND SENDING TO CENTRAL CONTROLLER DAILY. 1 RAIN BIRD RAINGAUGE RAIN SENSOR FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHER DATA BY PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, AND SENDING TO CENTRAL CONTROLLER DAILY. 1 2H2Q 4H4Q 6Q 6H Q H F FHTQ Q T H F Q T H TT TQ F Q T H TT TQ F HQ 2H2Q 4H4Q 6Q 6H Q H F FHTQ SST Q T H F Q T H TT TQ F Q T H TT TQ F HQ 0.75 1.0 1.5 4.0 0.75 1.0 1.5 2.0 3.0 BF C1 C2 R1 R2 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER PROS-02 SR SERIESWATER METER 1"1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 12,834 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 80 3,305 L.F. PIPE SLEEVE: PVC CLASS 200 SDR 21 1,228 L.F. M #" # Valve Number Valve Size Valve Flow Valve Callout # Generated:2023-07-19 13:31 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1" Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC:56 PSI Elevation Change:5.00 ft Service Line Size:3" Length of Service Line:20 ft Pressure Available:54 PSI DESIGN ANALYSIS Maximum Station Flow:33.54 GPM Flow Available at POC:37.5 GPM Residual Flow Available:3.96 GPM Critical Station:44 Design Pressure:35 PSI Friction Loss:3.74 PSI Fittings Loss:0.37 PSI Elevation Loss:0 PSI Loss through Valve:3.71 PSI Pressure Req. at Critical Station:42.8 PSI Loss for Fittings:0.0 PSI Loss for Main Line:0.01 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:5.78 PSI Loss for Water Meter:3.87 PSI Critical Station Pressure at POC:52.5 PSI Pressure Available:54 PSI Residual Pressure Available:1.52 PSI 8/ 1 2 / 2 0 2 5 3 : 0 8 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 4 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS VALVE SCHEDULE GENERAL IRRIGATION NOTES EQUIPMENT SCHEDULE PART 1 1. THE IRRIGATION SYSTEM WILL BE DESIGNED, INSTALLED AND MANAGED USING THE ISSAQUAH HIGHLANDS MASTER WATER CONSERVATION PROGRAM. 2. IRRIGATION WILL BE PROVIDED TO ALL LANDSCAPING UNLESS OTHERWISE NOTED. 3. FULL AND COMPLETE HEAD TO HEAD IRRIGATION COVERAGE IS REQUIRED. MAKE ADJUSTMENTS TO LAYOUT FOR IRRIGATION ZONE PRESSURE AND TO ACHIEVE FULL COVERAGE OF IRRIGATED AREAS WITHOUT OVERTHROW ONTO ROADWAYS, SIDEWALKS OR BUILDINGS. 4. MAINTAIN A COMPLETE SET OF RECORD DRAWINGS, CORRECTED DAILY, TO SHOW LOCATION OF SYSTEM COMPONENTS. SUBMIT COPIES AS REQUESTED. 5. AT COMPLETION, SUBMIT 1 FULL SIZE AND ONE HALF SIZE CAD PRODUCED PLAN AT THE SAME SCALE AS THE CONSTRUCTION PLANS, INDICATING THE LOCATIONS OF MAINLINES, VALVES, BACKFLOW PREVENTION DEVICES, ZONE OUTLINES AND OTHER SYSTEM ELEMENTS. INDICATE LOCATIONS WITH DIMENSIONS FROM BUILDINGS, CURB LINES OR OTHER FIXED SITE FEATURES. INCLUDE ONE COPY OF CAD FILE ON CD. 6. SUBMIT TWO SETS OF KEYS, QUICK COUPLER OPERATING KEYS, AND UNIQUE TOLLS OR DEVICES NEEDED TO ACCESS, OPERATE, ADJUST OR MAINTAIN THE SYSTEM. OBTAIN RECEIPT INDICATING LOCATION AND CUSTODIAN OF EACH SET. 7.MAKE REPAIRS AND REPLACEMENTS AND GUARANTEE THE SATISFACTORY OPERATION OF THE SYSTEM IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. ALL WARRANTY REPAIRS OR REPLACEMENTS SHALL BE AT THE CONTRACTOR'S EXPENSE. 8.TESTING: a.NOTIFY THE OWNER AT LEAST 48 HOURS PRIOR TO ALL TESTS AND INSPECTIONS. INSPECTION REPORTS MUST BE MADE FOR ALL TESTS. b.THOROUGHLY FLUSH PIPING BEFORE TESTING AND INSTALLATION OF SPRINKLERS. c.TEST ALL EXPOSED MAINLINE PIPING, VALVES, JOINTS AND FITTINGS AT 150 PSI. IF PRESSURE LOSS OCCURS BEYOND ACCEPTED MAXIMUM, INSPECT THE ENTIRE SYSTEM, MAKE WATERTIGHT AND RETEST TO MEET SPECIFICATIONS. d.SYSTEM WILL PASS TEST WHEN IT MAINTAINS LESS THAN A 5% DROP OVER A 30-MINUTE TEST PERIOD. 12.INSPECTION: UPON COMPLETION OF THE INSTALLATION AND ADJUSTING OF THE IRRIGATION SYSTEM, NOTIFY THE OWNER FOR A SYSTEM INSPECTION. AT THAT TIME PRESENT THE FOLLOWING. a.ZONE BY ZONE SYSTEM DEMONSTRATION AND COVERAGE TEST. b.LOCATION OF MAJOR SYSTEM COMPONENTS. c.WINTERIZATION AND MAINTENANCE PROCEDURES. d.PROCEDURES FOR SETTING THE CONTROLLER. PART 3 1. PIPE: a. MAINLINE AND LATERAL LINES: MAINLINE 2" SCHEDULE 40 PVC PIPE. LATERALS NSF APPROVED CLASS 200 PVC. 2. FITTINGS: a. SOLVENT WELDED SOCKET TYPE: ASTM D 2466, PVC. PIPE FITTING. SCHEDULE 40. b. THREADED TYPE: ASTM D 2464, PVC PIPE FITTINGS, SCHEDULE 80. c. SLEEVES: ASTM D 1785, NSF APPROVED, PVC SCHEDULE 40. 3. JOINTING MATERIALS: a. PVC SOLVENT CEMENT: WELD- ON PLASTIC PIPE CEMENT, 721 FOR PVC b. PVC PRIMER AND CLEANER: WELD-ON PRIMER P-70 PUC/CPUC PURPLE PRIMER. c.TEFLON TAPE SEALER: ½ INCH WIDE, USED AT ALL THREADED JOINTS. 1. VALVES AND ACCESSORIES: a. AUTOMATIC CONTROL VALVE: RAINBIRD PEB SERIES. b. GATE VALVE: BRASS, LINE SIZE. c. MANUAL DRAIN VALVE: BRASS ¾ INCH BALL VALVE. a. QUICK COUPLING VALVE: BRONZE, TWO PIECE CONSTRUCTION, 1 INCH SIZE, RAINBIRD44LRC, OR APPROVED EQUAL, ON A 1 INCH 3-WAY LASCO PVC SWING JOINT. 5. VALVE BOXES: a. CONTROL VALVES: 11” X 17” CARSON VALVE BOX b. GATE VALVES: CARSON 10” ROUND. c. HOSE BIBS AND QUICK COUPLER VALVES: CARSON 10” ROUND. d. BACK FLOW PREVENTION DEVICES: AS PER CITY OF ISSAQUAH SPECIFICATIONS. b. MANUAL DRAIN VALVES: CARSON 6” ROUND VALVE BOX. 6. GATE AND DRAIN VALVE OPERATING KEY: HEAVY GALVANIZED IRON KEY. 7. QUICK COUPLER KEY AND HOSE SWIVEL: BRASS, AS SUPPLIED BY THE RAINBIRD CORPORATION TO FIT THE QUICK COUPLER AS SHOWN ON DRAWINGS. 8. BACKFLOW PREVENTION DEVICES: WILKINS 950XLT, 11 2" DOUBLE CHECK VALVE. 9. PRESSURE REDUCING VALVE: 112" WILKINS 600 10. AUTOMATIC CONTROLLERS: ISSAQUAH HIGHLAND CUSTOM AS PROVIDED BY UNITED PIPE AND SUPPLY REDMOND, WASHINGTON. NO EXCEPTIONS. 11. WATER METER: SENSUS METER, SRIITRPL IN CUBIC FEET WITH AMR REGISTER AND LID ADAPTERS PER CITY OF ISSAQUAH SPECS. 12. FLOW SENSORS: DATA INDUSTRIAL, IR-220P 13. SPRINKLERS: ROTOR HEADS TO BE MP ROTATORS, SPRAY HEADS TO BE RAINBIRD 1812-SAM WITH MPR NOZZLES 2.4 DRIPLINE SYSTEM A.DRIPLINE AND INTEGRAL DRIPLINE COMPONENTS: THE DRIPLINE SHALL BE PRESSURE COMPENSATING DRIPLINE. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON SCHEDULE. 1.DRIPLINE FITTINGS: ALL DRIPLINE CONNECTIONS SHALL BE MADE WITH APPROVED INSERT FITTINGS; MANUFACTURER EQUAL TO THAT OF DRIPLINE. 2.SOIL STAPLES: ALL ON-SURFACE/UNDER MULCH DRIPLINE INSTALLATIONS SHALL BE HELD IN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 5' ON CENTER, AND WAT EACH FITTING 3.LINE FLUSHING VALVES: ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL OR AUTOMATIC LINE FLUSHING VALVES, AS SPECIFIED ON DRAWINGS. 4.AIR/VACUUM RELIEF VALVES: DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AIR/VACUUM RELIEF VALVES ONLY WHERE INDICATED ON DRAWINGS. 5.DISC FILTER: A DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE PROPER FILTRATION . THE FILTER SHALL BE A TORO DISC FILTER (ALFD75150-L) OR APPROVED SUBSTITUTE. 14. LOW VOLTAGE CONTROL WIRE: a. WIRE: SOLID COPPER, UL LISTED FOR DIRECT BURIAL IN GROUND, MINIMUM SIZE #14, UP TO 1,500 FT. AND #12, ABOVE 1,500 FT., CONTROLLER A (RED FOR POSITIVE, WHITE FOR COMMON), CONTROLLER B (BLUE (OR NON-RED) FOR POSITIVE, WHITE FOR COMMON). ALL SPARE WIRES TO BE ORANGE. b. CONNECTORS: DBY OR DBR AS MANUFACTURED BY 3-M CORPORATION. EQUIPMENT SCHEDULE (CONT.) CRITICAL ANALYSIS R-425554 NOT TO SCALE MAIN LINE TO SYSTEM. WATER SERVICE FROM IRRIGATION METER 12" MIN. 6" MIN. 4" MIN. 6" MAX. NOTES: 1.ENCLOSURE 2" & SMALLER D.C.V.A. IN TWO METER BOXES STACKED ON TOP OF EACH OTHER OR OVERSIZE BOX MUST HAVE REMOVABLE COVER, BOXES TO BE LOCATED IN SIDEWALK AND AREAS WITH VEHICULAR TRAFFIC SHALL BE METAL EQUAL TO OLYMPIC FOUNDRY SM30 BOXES, IN OTHER NON TRAFFIC AREAS TO BE CARSON INDUSTRIES 1730-18 BCFXL METER BOX WITH 1730 COVER. 2.PER PLUMBING CODE REQUIREMENT, IRRIGATION SYSTEMS MUST HAVE SHUT OFF INSTALLED AS SHOW, FEMALE FITTINGS ARE PROHIBITED IN CONJUNCTION WITH METALLIC MALE FITTINGS. 3.ALL INSTALLATIONS MUST MEET MINIMUM STANDARDS OF THE UNIFORM PLUMBING CODE AND WSDOH APPROVED INSTALLATION LIST. 4.TESTING IS REQUIRED BY A WASHINGTON STATE DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER; ASSEMBLY TO BE MAINTAINED BY OWNER. 5.USE PIPE DOPE ON ALL GALV. FITTINGS PLASTIC VALVE BOX CARSON 0910 OR EQUAL GATE VALVE PRESSURE REDUCING VALVE FEBCO PRV-1 INSTALL SIDEWAYS GALVANIZED UNION APPROVED DOUBLE CHECK VALVE (SEE IRRIGATION SCHEDULE) AMETEK BOX OR 2" DIAMETER P.V.C.WITH LOCKING CAP. GALVANIZED UNION QUICK COUPLING VALVE (SEE IRRIGATION SCHEDULE) 1" WASHED GRAVEL UNDER ENTIRE ASSEMBLY 6" DEPTH, BLOCK UNIT AS REQUIRED. TEST COCKS TO FACE SIDEWAYS ALLOW 6" MIN. CLEARANCE BETWEEN THEM AND THE SIDE OF BOX. GALVANIZED UNION GALVANIZED UNION INTERIOR WALL MODEL X-CORE-X00i CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE PLUG-IN TRANSFORMER DETAIL - CONTROLLER WALL MOUNT HEAD TO HEAD SPACING MAY BE DEFINED AS EACH HEAD'S SPRAY HITTING EACH ADJACENT HEAD, ALL DIRECTIONS. FOR EXAMPLE, 12' RADIUS HEADS SHALL NOT BE SPACED FURTHER THAN 12' ALL DIRECTIONS. HEAD TO HEAD LAYOUT NOTE: PLAN VIEW ALL SHRUB HEADS TO BE IN SHRUB BED, AND TURF HEADS SHALL BE PLACED IN THE TURF, 4" FROM EDGE OF BED. NOTES: 1.USE 4" POP-UPS IN TURF AREAS AND 12" POP-UPS IN SHRUB OR GROUND COVER AREAS. VALVE NOTES: 1.DO NOT ALLOW VAULT TO REST ON PIPE. 2.ALL PIPE AND FITTINGS WITHIN VAULT TO BE SCH 40 PVC SAME SIZE AS OUTLET LATERAL. 3.ALL BOLT COVERS TO BE LOCKING TYPE, BOLT INSTALLED. 4.NO FEMALE ADAPTERS PERMITTED. 5.TEFLON TAPE ONLY. USE NO PIPE DOPE. 6.PROVIDE 6" WASHED DRAIN ROCK BENEATH VAULT. DETAIL - HEAD LAYOUT DETAIL - ZONE CONTROL VALVE DETAIL - TRENCHING 24 " M I N 18 " M I N AUTOMATIC CONTROL VALVE PLASTIC ISOLATION BALL VALVE SAME SIZE AS CONTROL VALVE VAULT FLUSH W/ FINISH GRADE SCHEDULE 40 PVC NIPPLE, TYP. LENGTH AS REQUIRED SCHEDULE 40 PVC 90 BLULOCK & PVC CLASS 200 USE CARSON STANDARD VALVE BOX FOR 1" VALVES,CARSON JUMBO VALVE BOX FOR 1-1/2" VALVES,ANDSUPER-JUMBO VALVE BOX FOR 2" VALVES. VAULT TO EXTEND MIN. 6" BELOW VALVE. USE EXTENSIONS AS NECESSARY. PVC UNIONS, TYP. USE 3" LENGTH NIPPLES BOTH SIDES OF UNION. LATERAL LINE 4" CLEAR 3" MIN. CLEAR FINISH GRADE 24" 12" CONCRETE SIDEWALK ROOT BARRIER12" MAINLINE AND LATERAL TRENCHING 24" 1. SLEEVES REQUIRED UNDER ALL PAVED AREAS. 2. DUCT TAPE ENDS OF SLEEVE PIPE 3. SURVEYOR TO LOCATE ALL HARD SURFACES PRIOR TO SLEEVE PIPE INSTALLATION. SLEEVE TRENCHING 24" BARE COPPER TRACE WIRE 12" GAUGE TAPED ON MAINLINE 15" O.C. 1. IN SIDEWALK PLANTING STRIPS PLACE MAINLINE AT 24" DEPTH AND 12" IN FROM SIDEWALK. 2. IN SIDEWALK PLANTING STRIPS PLACE LATERALS AT 12" DEPTH AND 18" IN FROM SIDEWALK. COMPACTED CLEAN BACKFILL PVC LATERAL PIPE PVC MAINLINE FIELD CONTROL WIRES TAPED TOGETHER AT 10" 0.C. LOCATE 6" FROM SIDE OF MAINLINE COMPACTED CLEAN BACK-FILL OR BEDDING SAND, 6" DEPTH BELOW PIPE ASPHALT, CONCRETE OR MASONRY PAVED SURFACE BY OTHERS COMPACTED BACKFILL FROM NATIVE SOIL 5/8 MINUS CRUSHED ROCK BEDDING PVC SLEEVE DETAIL - POINT OF CONNECTION NOT TO SCALE NOT TO SCALENOT TO SCALE NOT TO SCALE SPRAY HEAD SECTION VIEW NOTES: 1.USE 4" POP-UPS IN TURF AREAS AND 6" POP-UPS IN SHRUB OR GROUND COVER AREAS, AS SHOWN IN IRRIGATION SCHEDULE. 2.USE TEFLON TAPE AT ALL TREADED FITTINGS DETAIL - POP-UP SPRAY HEAD SPRAY OR BUBBLER NOZZLE FLUSH W/ FINISH GRADE NOZZLE & BODY PER SPECIFICATIONS USE BOTTOM INLET ONLY SCH 40 PVC STREET ELL AND SWING PIPE 90 POLY PIPE 30" MAX. LENGTH SCH 40 PVC STREET ELL AND SWING PIPE 90 SCH 40 PVC FITTINGS, TYP. LATERAL, TYP. SIZE AS INDICATED ON PLAN 12 " M I N NOT TO SCALE NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT. 4. PROVIDE 6" DEPTH DRAIN ROCK. REMOTE CONTROL VALVE SPRINKLER HEAD IRRIGATION WATER METER (1") MASTER CONTROL VALVE VALVE BOX CONNECTION AND WATER METER GALVANIZED PIPE TO POINT OF BRASS QUICK COUPLER VALVE (RAINBIRD 44LRC) VALVE BOX (CARSON JUMBO BOX) APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON) PVC IRRIGATION MAIN (SCHEDULE 40) M Q FLOW SENSOR FROM SOURCE 2" BRASS BALL VALVE PVC PIPE (SCHEDULE 80) NOT TO SCALE DETAIL - POINT OF CONNECTION PLAN (NO PRV) NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT. 4. PROVIDE 6" DEPTH DRAIN ROCK. F LINE FLUSHING VALVE AREA PERIMETER LATERAL TUBING START CONNECTION ADAPTER EXHAUST HEADER TEE SUPPLY HEADER REMOTE CONTROL VALVE WITH FILTER AND PRV DETAIL - DRIP LINE LAYOUT NOT TO SCALE 24" MAX. 15" MIN.30" MIN. 50" MIN. UNINTERRUPTED FLOW STANDARD VAULT PER SPECIFICATIONS TEE WITH 1" FLOW SENSOR, SEE SPECS. NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE 2. PROVIDE MIN. 6" DEPTH DRAIN ROCK. 3. USE PE-89 WIRE FOR CONNECTION TO FLOW MONITOR. MAIN LINE BUSHING, TYPICAL MAIN LINE SECTION 18" MIN. TO MASTER VALVEFLOW PVC SCH 80 DETAIL - FLOW SENSOR SAME SIZE AS FLOW SENSORTEE NOT TO SCALE 1 HUNTER WRF-CLIK WIRELESS RAIN/FREEZE SENSOR 3 PLASTIC TIE DOWN STRAP 2 EAVE OF BUILDING 3 1 2 4 MOUNTING BRACKET4 NOT TO SCALE DETAIL - RAIN SENSOR (ROOF MOUNT) 8/ 1 2 / 2 0 2 5 3 : 0 7 P M J: \ 2 0 2 1 \ 2 1 0 0 8 \ L A N D S C A P E \ A S - B U I L T S \ S H E E T S \ 2 1 0 0 8 L 4 . 3 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING TOWNS ON 12TH TO W N S O N 1 2 T H TO W N S O N 1 2 T H 3916 & 3926 NE 12TH ST, RENTON, WA 98056 C: 2 3 0 0 2 0 1 0 LU A : 2 2 - 0 0 0 1 8 0 PR : 2 2 - 0 0 0 1 6 0 TE D - 4 0 - 4 2 5 5 CONSTRUCTION RECORD DRAWINGS R-425555 T-425501 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TR O - 4 1 - 4 2 5 5 TOWNS ON 12TH 3916 & 3926 NE 12TH STRENTON, WA 98056 ILLUMINATION PLAN TO W N S O N 1 2 T H LU A 2 0 - X X X X X X C2 1 - X X X X X X PR 1 8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 T-425502 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TR O - 4 1 - 4 2 5 5 TOWNS ON 12TH 3916 & 3926 NE 12TH STRENTON, WA 98056 ILLUMINATION PLAN TO W N S O N 1 2 T H LU A 2 0 - X X X X X X C2 1 - X X X X X X PR 1 8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 T-425503 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TR O - 4 1 - 4 2 5 5 TOWNS ON 12TH 3916 & 3926 NE 12TH STRENTON, WA 98056 ILLUMINATION PLAN TO W N S O N 1 2 T H LU A 2 0 - X X X X X X C2 1 - X X X X X X PR 1 8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 T-425504 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TR O - 4 1 - 4 2 5 5 TOWNS ON 12TH 3916 & 3926 NE 12TH STRENTON, WA 98056 ILLUMINATION PLAN TO W N S O N 1 2 T H LU A 2 0 - X X X X X X C2 1 - X X X X X X PR 1 8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 ILLUMINATION DETAILS T-425505 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TR O - 4 1 - 4 2 5 5 TOWNS ON 12TH 3916 & 3926 NE 12TH STRENTON, WA 98056 ILLUMINATION PLAN TO W N S O N 1 2 T H LU A 2 0 - X X X X X X C2 1 - X X X X X X PR 1 8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 ILLUMINATION DETAILS T-425506 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TR O - 4 1 - 4 2 5 5 TOWNS ON 12TH 3916 & 3926 NE 12TH STRENTON, WA 98056 ILLUMINATION PLAN TO W N S O N 1 2 T H LU A 2 0 - X X X X X X C2 1 - X X X X X X PR 1 8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 ILLUMINATION DETAILS 0.7 0.7 0.6 0.6 0.5 0.4 0.3 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.1 1.0 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.1 1.1 1.2 1.2 1.3 1.3 1.3 1.3 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.3 1.3 1.3 1.4 1.4 1.5 1.4 1.3 1.2 1.0 0.8 0.7 0.6 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.1 1.2 1.2 1.3 1.3 1.3 1.2 1.2 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.2 1.3 1.3 1.4 1.4 1.5 1.6 1.6 1.6 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.9 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8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 PHOTOMETRIC CALCULATIONS 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.5 0.6 0.6 0.7 0.7 0.8 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.5 0.6 0.6 0.6 0.7 0.8 0.9 0.9 1.0 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.1 1.1 1.0 1.0 0.9 0.9 0.8 0.8 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.1 1.1 1.0 1.0 0.9 0.9 0.8 0.7 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.9 1.1 1.2 1.3 1.3 1.3 1.3 1.2 1.2 1.1 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.1 1.2 1.3 1.4 1.4 1.5 1.4 1.4 1.3 1.1 0.9 0.8 0.7 0.7 0.8 0.8 0.8 0.9 1.0 1.0 1.1 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.6 1.5 1.3 1.1 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.2 1.2 1.3 1.3 1.5 1.6 1.6 1.7 1.6 1.5 1.2 1.0 1.2 1.1 1.1 1.0 1.0 1.1 1.1 1.1 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.5 1.4 1.7 1.7 1.5 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.4 1.5 1.6 1.6 1.5 1.4 2.4 2.2 2.0 1.8 1.6 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.4 1.4 1.3 1.3 3.2 2.9 2.8 2.5 2.3 2.0 1.7 1.5 1.4 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.1 1.1 3.4 3.2 3.0 2.8 2.6 2.3 2.0 1.8 1.6 1.4 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 3.3 3.1 2.9 2.7 2.6 2.4 2.1 2.0 1.8 1.6 1.4 1.2 1.1 1.1 1.1 1.0 1.0 1.0 0.9 2.7 3.1 3.0 2.8 2.5 2.4 2.3 2.1 2.0 1.9 1.7 1.5 1.3 1.2 1.1 1.1 1.0 1.0 0.9 0.8 2.2 2.7 2.9 2.8 2.5 2.3 2.1 2.1 2.0 2.0 1.8 1.6 1.4 1.2 1.1 1.0 1.0 0.9 0.8 0.8 1.3 1.7 2.2 2.6 2.7 2.5 2.3 2.1 2.0 2.0 1.9 1.8 1.6 1.4 1.3 1.1 1.0 1.0 0.9 0.8 1.0 1.4 1.7 2.1 2.4 2.4 2.2 2.1 2.0 1.9 1.8 1.7 1.6 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.8 1.1 1.4 1.7 2.0 2.1 2.1 2.0 2.0 1.9 1.8 1.6 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.7 0.7 0.8 0.9 1.1 1.3 1.6 1.8 1.9 1.9 1.9 1.9 1.8 1.6 1.5 1.3 1.3 1.2 1.1 1.0 0.8 0.8 0.9 0.9 1.0 1.2 1.3 1.5 1.6 1.7 1.7 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 1.1 1.1 1.1 1.0 1.0 1.1 1.2 1.3 1.4 1.4 1.5 1.5 1.4 1.3 1.2 1.2 1.1 1.1 0.9 0.8 1.6 1.5 1.4 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.0 1.0 0.9 0.8 2.3 2.1 1.9 1.7 1.5 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 0.9 0.9 0.9 0.8 0.7 3.1 2.9 2.7 2.4 2.2 1.9 1.7 1.5 1.4 1.2 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.8 0.7 3.3 3.1 2.9 2.7 2.5 2.2 1.9 1.7 1.5 1.3 1.2 1.1 1.0 1.0 0.9 0.9 0.8 0.7 0.7 0.6 3.4 3.3 3.0 2.8 2.7 2.5 2.3 2.1 1.9 1.7 1.5 1.3 1.1 1.0 1.0 0.9 0.9 0.8 0.7 0.6 2.9 3.1 3.0 2.7 2.5 2.4 2.2 2.1 2.0 1.9 1.7 1.4 1.2 1.1 1.0 0.9 0.8 0.8 0.7 0.6 2.4 2.8 2.9 2.8 2.5 2.2 2.1 2.1 2.0 1.9 1.7 1.5 1.3 1.1 1.0 0.9 0.8 0.7 0.6 0.5 1.5 2.0 2.4 2.7 2.7 2.5 2.3 2.1 2.0 2.0 1.9 1.7 1.5 1.3 1.1 1.0 0.9 0.8 0.7 0.6 1.2 1.5 1.9 2.3 2.5 2.4 2.3 2.1 2.1 1.9 1.8 1.7 1.5 1.4 1.2 1.0 0.9 0.8 0.7 0.6 0.8 1.0 1.2 1.5 1.8 2.1 2.2 2.2 2.1 2.1 2.0 1.8 1.6 1.5 1.4 1.2 1.1 1.0 0.9 0.7 0.8 0.9 1.1 1.3 1.5 1.7 1.9 2.0 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1.4 0.7 0.8 0.9 1.0 1.2 1.6 1.7 1.0 1.0 1.0 0.9 1.1 1.2 1.4 1.3 1.1 0.9 0.8 0.9 1.5 1.1 0.8 0.7 0.6 0.5 0.6 1.6 1.6 1.1 0.8 0.5 1.5 1.2 1.4 1.8 1.4 1.0 0.7 0.5 0.4 0.3 1.4 1.7 1.7 1.5 1.4 1.1 0.8 0.6 0.4 0.3 0.3 0.3 0.8 1.0 1.2 1.2 1.0 0.9 0.7 0.6 0.4 0.3 0.3 0.3 0.4 0.6 1.0 0.5 0.6 0.7 0.7 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.6 0.9 1.2 1.8 1.8 1.5 0.4 0.5 0.5 0.5 0.4 0.4 0.2 0.3 0.4 0.6 0.8 1.2 1.6 1.9 2.0 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.4 0.5 0.7 0.9 1.1 1.3 1.4 1.4 0.4 0.4 0.4 0.3 0.2 0.3 0.4 0.5 0.6 0.8 0.9 0.9 1.0 0.6 0.5 0.5 0.4 0.3 0.2 0.3 0.4 0.4 0.5 0.5 0.8 0.8 0.7 0.5 0.4 0.2 0.2 0.2 0.3 0.3 0.3 1.1 1.1 1.0 0.7 0.5 0.2 0.2 0.2 0.2 0.2 1.5 1.6 1.4 1.0 0.7 0.5 0.2 0.3 0.3 0.3 0.3 0.2 1.6 1.7 1.4 0.9 0.6 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.6 1.3 1.6 1.2 0.8 0.6 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.5 1.2 1.8 1.3 0.9 0.7 0.6 0.7 0.7 0.9 1.0 1.1 1.1 1.0 0.8 1.8 1.4 1.0 0.9 0.8 0.9 1.1 1.4 1.5 1.7 1.6 1.3 1.3 1.0 0.9 1.0 1.2 1.5 1.8 1.4 1.3 1.7 0.9 1.1 1.3 1.7 1.5 0.6 0.91.2 0.10.1 0.91.1 0.10.1 0.81.0 0.10.1 0.80.9 0.10.1 0.60.8 0.20.1 0.5 0.20.1 0.20.1 0.20.1 0.20.2 0.20.2 0.40.3 0.40.3 0.50.3 0.70.50.4 0.60.5 0.50.5 0.20.40.5 0.30.4 0.3 0.40.5 0.30.4 0.60.50.5 0.40.5 0.70.6 0.40.6 0.70.5 0.40.5 0.50.4 0.50.7 0.50.4 0.70.9 0.40.3 0.60.9 0.30.2 0.70.9 0.40.3 0.60.7 0.30.2 0.40.3 0.20.2 0.20.1 0.20.2 0.20.1 0.20.1 0.40.2 0.10.1 0.50.4 0.10.1 0.70.7 0.10.1 0.50.71.0 0.10.1 0.40.7 0.10.1 0.30.40.6 0.10.1 0.30.4 0.10.1 0.20.30.4 0.10.1 0.10.20.2 0.10.1 0.10.10.10.2 0.10.1 0.10.10.10.10.1 0.10.1 0.10.51.01.41.41.21.10.90.80.70.50.5 0.20.10.10.10.10.10.1 0.10.1 0.10.10.10.51.11.61.61.41.21.00.90.70.60.50.40.40.3 0.20.20.20.20.20.20.2 0.10.1 0.80.40.10.10.2 0.40.40.30.30.2 0.40.40.30.30.30.30.30.3 0.10.1 1.41.51.30.8 0.30.30.20.2 0.60.60.60.60.50.50.5 0.10.1 1.21.51.71.6 0.20.20.3 0.40.30.30.40.70.91.00.8 0.10.1 1.01.21.4 0.30.30.30.4 0.60.60.50.20.10.10.3 0.10.1 0.91.01.2 0.40.50.70.80.80.50.1 0.10.10.1 0.70.80.9 0.70.9 0.10.1 0.50.60.7 0.10.1 0.50.6 0.10.10.1 0.40.50.5 0.10.10.1 0.40.4 0.10.10.1 0.30.40.4 0.10.10.1 0.30.3 0.10.10.10.1 0.30.3 0.20.10.1 0.40.4 0.20.20.10.1 0.40.4 0.30.20.20.2 0.40.4 0.50.40.30.20.2 0.50.5 0.80.90.70.50.40.30.2 0.50.6 0.10.20.40.60.60.50.4 0.60.7 1.00.60.30.20.20.30.40.5 0.70.8 0.70.70.80.80.60.50.4 0.80.9 0.40.40.40.40.50.50.50.5 0.81.0 0.30.30.30.30.30.30.3 1.11.3 0.20.20.20.20.20.20.20.2 1.31.5 0.20.20.20.20.20.2 1.41.5 0.30.20.2 1.11.2 0.30.3 0.60.5 0.40.3 0.10.2 0.40.4 0.10.10.2 0.50.5 0.10.3 0.70.60.5 0.20.51.1 0.90.80.6 0.91.41.7 1.11.00.8 1.51.61.61.5 1.41.20.9 1.31.31.2 1.51.61.41.1 1.11.11.11.0 0.40.71.11.41.3 0.90.90.90.90.9 0.60.20.10.10.30.7 0.80.90.91.01.11.21.31.51.71.61.10.50.10.10.1 0.91.01.11.21.31.51.51.00.5 T-425508 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TR O - 4 1 - 4 2 5 5 TOWNS ON 12TH 3916 & 3926 NE 12TH STRENTON, WA 98056 ILLUMINATION PLAN TO W N S O N 1 2 T H LU A 2 0 - X X X X X X C2 1 - X X X X X X PR 1 8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 PHOTOMETRIC CALCULATIONS 1.21.5 1.31.5 1.21.5 0.50.4 1.31.8 0.5 2.73.2 1.2 5.116.4 4.8 5.422.4 9.8 3.13.7 7.3 0.91.3 1.6 0.50.6 0.5 0.50.4 0.3 1.10.8 0.4 4.62.2 1.6 14.03.2 5.9 9.42.5 7.2 1.41.0 3.7 0.40.2 0.7 0.10.1 0.1 0.20.5 0.1 1.31.9 0.6 2.510.9 3.2 2.712.1 5.5 1.62.6 4.2 0.30.7 1.3 0.10.1 0.20.5 0.20.1 0.10.1 0.90.6 0.50.2 3.83.5 1.81.2 31.76.6 10.42.4 8.05.2 11.72.6 1.81.3 2.61.6 0.50.2 0.70.3 0.10.2 0.10.1 0.50.9 0.10.3 2.13.9 0.71.1 14.4 2.94.8 9.6 4.419.2 1.3 3.16.0 0.3 1.01.3 0.10.3 0.1 0.1 0.91.3 0.3 3.55.8 2.2 5.221.7 4.920.0 3.45.1 5.022.1 0.81.2 2.32.6 0.10.3 0.40.7 0.10.1 0.10.2 0.70.3 0.30.1 2.61.7 1.20.8 12.42.8 7.82.1 11.32.7 12.72.9 1.91.4 5.92.1 0.60.3 1.10.8 0.20.2 0.40.3 0.20.5 0.30.4 1.31.6 0.61.0 3.38.7 2.53.2 4.217.6 4.519.5 2.64.2 4.216.8 0.71.1 2.22.6 0.20.4 0.81.3 0.20.3 0.70.9 0.20.3 0.81.0 0.20.3 0.81.0 0.81.0 0.81.0 0.30.3 0.70.9 0.30.2 0.30.2 0.60.7 0.30.5 0.50.6 1.11.7 0.40.4 2.18.2 0.30.5 2.49.8 0.91.3 1.63.6 2.17.6 0.50.8 2.812.3 0.2 6.3 0.2 1.1 0.8 0.3 4.0 0.1 7.0 0.5 5.0 2.7 1.1 5.3 0.2 4.9 0.1 1.9 0.4 0.3 1.8 0.1 7.0 0.3 7.3 1.2 2.8 6.9 0.5 9.5 0.1 4.9 0.8 0.10.4 1.21.6 2.510.8 2.912.9 1.83.0 0.30.7 0.10.1 0.50.2 1.91.5 11.14.1 21.84.8 2.7 0.5 0.1 0.2 1.0 4.9 11.2 7.7 1.6 0.6 0.5 0.6 0.7 0.10.10.31.14.524.76.81.60.40.10.10.10.10.1 0.10.10.10.10.10.21.16.413.56.81.10.20.10.10.10.73.76.44.61.10.20.10.10.10.10.1 1.8 2.0 1.9 1.8 1.5 1.3 1.1 1.00.8 1.51.0 4.22.2 12.23.1 9.72.6 1.71.3 0.60.3 0.20.3 0.30.7 1.62.0 3.813.1 4.318.7 2.43.2 0.40.8 0.10.2 0.10.1 0.10.1 0.1 0.1 0.7 3.7 6.5 4.77.0 1.11.6 0.20.4 0.20.1 1.00.6 0.20.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.3 1.2 1.0 1.1 1.2 1.2 1.1 1.0 0.8 0.70.7 0.50.6 0.40.4 0.30.4 0.30.3 0.20.2 0.20.2 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.2 0.20.2 0.20.3 0.30.3 0.40.4 0.50.5 0.60.7 0.70.8 0.91.0 1.01.2 1.11.3 1.01.4 1.3 1.3 1.3 1.3 1.3 1.1 0.9 0.7 0.6 0.80.60.50.40.40.30.30.30.30.30.30.40.50.60.70.91.11.21.41.41.31.31.41.41.21.1 0.5 0.10.10.10.10.10.10.10.10.20.20.30.40.50.60.70.91.01.21.31.21.11.11.21.31.21.00.90.70.60.50.40.30.30.30.30.30.30.40.40.50.70.80.91.01.10.90.70.70.91.11.00.9 0.4 0.10.10.10.1 0.3 1.51.51.51.41.21.00.80.70.50.40.30.30.20.20.20.10.10.10.10.10.10.2 0.2 0.30.30.30.30.30.40.40.50.60.70.91.01.11.11.00.70.81.11.11.10.90.80.70.60.50.40.30.30.30.30.40.40.50.60.80.91.01.11.10.90.70.91.11.11.00.90.70.60.50.40.30.30.20.20.20.10.10.10.10.10.10.20.2 0.2 0.20.30.30.30.30.40.50.50.70.81.01.21.31.51.51.51.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.2 0.20.3 0.30.3 0.4 0.50.6 0.60.80.9 0.91.0 1.01.2 1.11.4 1.01.4 0.71.3 0.61.3 0.81.4 0.10.10.10.10.10.10.10.10.10.10.10.1 1.01.4 0.10.1 0.10.1 1.01.3 0.10.1 0.91.1 0.20.1 0.80.9 0.20.2 0.70.7 0.30.2 0.6 0.3 0.5 0.4 0.4 0.5 0.3 0.7 0.2 0.8 0.2 1.0 0.1 1.2 0.1 1.3 0.1 1.3 0.1 1.3 0.1 1.2 0.1 1.3 0.1 1.3 0.1 1.3 0.1 1.1 0.1 0.9 0.1 0.8 0.1 0.6 0.2 0.5 0.2 0.20.20.10.10.10.10.10.10.10.10.10.20.20.20.30.30.40.50.70.80.91.11.11.00.80.81.01.11.10.90.80.70.50.40.30.30.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.1 0.4 0.30.30.30.30.30.30.30.30.30.20.20.20.20.20.10.10.10.10.10.10.10.10.20.20.20.30.40.50.60.70.91.11.31.41.51.51.51.51.41.31.10.90.70.60.50.4 0.3 0.3 0.20.2 0.4 0.20.2 0.50.6 0.20.1 0.70.8 0.10.1 0.90.9 0.10.1 1.01.2 0.10.1 1.21.4 0.10.1 1.31.6 0.40.40.40.30.30.20.20.20.10.10.10.1 1.41.8 0.50.50.40.40.30.30.20.20.10.10.10.1 1.31.8 0.60.6 1.31.8 0.80.7 1.31.8 0.90.8 1.31.7 1.11.0 1.21.5 1.31.1 1.11.2 1.51.2 0.91.0 1.51.2 0.70.8 1.41.0 0.60.6 1.10.7 0.50.5 1.50.8 0.40.4 1.71.3 0.30.3 1.41.2 0.20.2 1.21.2 0.20.2 1.00.9 0.10.1 0.80.8 0.10.1 0.6 0.1 0.20.30.30.30.40.40.40.50.5 0.10.1 0.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.30.30.30.30.4 0.10.1 0.20.20.10.10.1 0.10.1 0.10.1 0.1 0.10.1 0.10.1 0.10.1 1.31.11.00.80.60.50.40.30.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.1 0.10.1 1.01.00.80.70.60.50.40.30.20.20.10.10.10.1 0.10.20.20.2 0.10.1 0.20.20.20.3 0.20.2 0.30.30.30.30.30.30.30.30.3 0.40.40.40.40.40.40.3 T-425509 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TR O - 4 1 - 4 2 5 5 TOWNS ON 12TH 3916 & 3926 NE 12TH STRENTON, WA 98056 ILLUMINATION PLAN TO W N S O N 1 2 T H LU A 2 0 - X X X X X X C2 1 - X X X X X X PR 1 8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 ON-SITE PHOTOMETRIC CALCULATIONS 0.10.2 0.10.1 0.10.1 0.1 0.1 0.7 3.7 6.5 4.77.0 1.11.6 0.20.4 0.20.1 1.00.6 4.22.4 16.73.8 8.32.9 1.41.0 0.30.1 0.10.1 0.10.3 0.81.2 3.45.2 5.221.5 3.55.7 1.01.3 0.10.3 0.10.1 0.30.1 1.20.9 5.43.0 18.64.4 5.53.0 1.30.9 0.40.3 0.20.3 0.30.3 0.30.4 0.40.5 0.50.5 0.20.2 1.21.2 0.20.2 1.00.9 0.10.1 0.80.8 0.10.1 0.6 0.1 0.20.30.30.30.40.40.40.50.5 0.10.1 0.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.30.30.30.30.4 0.10.1 0.20.20.10.10.1 0.10.1 0.10.1 0.1 0.10.1 0.10.1 0.10.1 0.10.10.10.10.10.20.20.30.40.50.60.80.91.11.31.31.31.21.31.31.31.11.00.80.60.50.40.30.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.1 0.10.1 0.10.10.10.10.10.20.20.30.30.40.60.70.81.01.01.00.80.60.70.91.01.00.80.70.60.50.40.30.20.20.10.10.10.1 0.10.20.20.2 0.10.1 0.1 0.20.20.20.3 0.20.2 0.1 0.30.30.30.30.30.30.30.30.3 0.1 0.40.40.40.40.40.40.3 0.1 0.50.4 0.1 0.60.5 0.1 0.80.7 0.1 0.90.8 0.1 1.11.0 0.2 1.31.1 0.2 1.41.1 0.3 1.50.9 0.3 1.40.7 0.4 1.50.8 0.5 1.51.1 0.7 1.41.2 0.8 1.31.1 0.9 1.11.0 1.1 0.90.8 1.10.9 0.70.7 1.10.7 0.60.6 0.90.5 0.50.5 0.90.5 0.40.4 1.1 0.3 1.51.2 0.3 1.31.1 0.2 1.11.0 0.2 0.90.8 0.2 0.80.7 0.20.3 0.60.5 0.30.4 0.50.4 0.40.5 0.40.3 0.50.7 0.30.3 0.20.2 0.20.2 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.10.1 0.20.1 0.20.2 0.20.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.81.2 0.4 0.81.11.4 0.5 0.60.8 0.5 0.50.6 1.5 0.5 0.40.4 1.21.3 0.4 0.40.4 0.91.00.8 0.4 0.40.4 0.80.6 0.3 0.4 0.50.4 0.3 0.4 0.50.40.4 0.2 0.5 0.40.4 0.2 0.6 0.50.5 0.2 0.7 0.50.60.60.7 0.1 0.8 0.60.70.80.9 0.1 0.9 0.91.01.11.1 0.1 1.0 1.21.31.31.10.80.8 0.10.1 1.1 1.51.41.31.31.21.10.9 0.10.1 1.2 1.51.31.11.00.80.7 0.10.1 1.2 0.80.70.60.5 0.10.1 1.2 0.70.60.60.5 0.10.1 1.0 0.60.50.5 0.10.1 0.81.0 0.50.50.5 0.10.1 0.60.8 0.50.5 0.10.1 0.50.8 0.10.1 0.60.8 0.10.1 0.81.0 0.10.1 1.11.1 0.20.2 1.21.2 0.20.2 1.21.2 0.20.3 1.21.2 0.30.3 1.11.1 0.40.4 1.01.0 0.50.5 0.80.8 0.60.7 0.70.7 0.70.8 0.60.6 0.91.0 0.50.5 1.01.1 0.40.4 1.01.2 0.30.3 0.81.1 0.30.3 0.51.0 0.20.2 0.51.0 0.71.1 0.91.1 0.91.1 0.80.9 0.70.8 0.60.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 T-425510 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TR O - 4 1 - 4 2 5 5 TOWNS ON 12TH 3916 & 3926 NE 12TH STRENTON, WA 98056 ILLUMINATION PLAN TO W N S O N 1 2 T H LU A 2 0 - X X X X X X C2 1 - X X X X X X PR 1 8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 ON-SITE PHOTOMETRIC CALCULATIONS T-425511 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TR O - 4 1 - 4 2 5 5 TOWNS ON 12TH 3916 & 3926 NE 12TH STRENTON, WA 98056 ILLUMINATION PLAN TO W N S O N 1 2 T H LU A 2 0 - X X X X X X C2 1 - X X X X X X PR 1 8 - X X X X X X NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. TENW Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Grant Lewis Phone: 952-270-9089 07-01-2025 ON-SITE ILLUMINATION DETAILS