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HomeMy WebLinkAboutR-392301N rn r) I 0 W 0 U 1n v 0 N 0 N N E 0 U) 0 I 0 1 Ln Ln 0 CD i U) 0 Ln Ln O 1�=100' 3 0 50 100 200 mmmm . � V IZ 0 N38'06'44"E 55.36' / L \/ / ASBUILT COVER SHEET SHEET INDEX: FOR 1 OF 68 COVER SHEET 2 OF 68 CONDITIONS OF APPROVAL ALL M I IT TIFFANY PARK 3 OF 68 EXISTING CONDITIONS PLAN U 4 OF 68 OVERALL SITE PLAN 5 OF 68 PRELIMINARY PLAT HORIZONTAL CONTROL PLAN 6 OF 68 PRELIMINARY PLAT - HORIZONTAL CONTROL PLAN PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, 7 of 68 TESC PLAN W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 8 of 68 TESC PLAN - - _ TWP. 23 N., RGE 5 EAST, 9 OF 68 TESC NOTES AND DETAILS TRACt C SHEET INDEX (CONT): 10 OF 68 TESC NOTES AND DETAILS 11 OF 68 DETAILED GRADING PLAN L1 OF 13 LANDSCAPE PLAN 12 OF 68 DETAILED GRADING PLAN L2 OF 13 LANDSCAPE PLAN 13 OF 68 SITE CROSS SECTIONS L3 OF 13 LANDSCAPE PLAN 14 OF 68 COMPOSITE UTILITY PLAN :\ L4 OF 13 LANDSCAPE PLAN 15 OF 68 COMPOSITE UTILITY PLAN % / I `��� I TR CT 0 L5 OF 13 LANDSCAPE PLAN 16 OF 68 ROAD SECTIONS "v '" "' 11 \ I 17 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST / S86'36'01"W 411.47 L6 OF 13 LANDSCAPE PLAN ~``' - L7 OF 13 LANDSCAPE PLAN 18 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST I L8 OF 13 LANDSCAPE PLAN 19 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST AND TRACT E 14 I ;<'� A=28'34 0" L9 OF 13 LANDSCAPE PLAN 20 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST TRACT N I 814.46' L10 OF 13 LANDSCAPE PLAN 21 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST 6 11 I`J L11 OF 13 LANDSCAPE PLAN TRACT A 22 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST AND TRACT P 12 I,' L=406.15 \ L12 OF 13 LANDSCAPE PLAN 23 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE 13 15 r L13 OF 13 LANDSCAPE PLAN 24 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE AND ROAD A j 25 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE CS1 OF 4 VAULT PLANS AND GENERAL NOTES 26 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE T B 16 / \�%� CS2.1 OF 4 FOUNDATION PLAN 27 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A F W y W W w ✓ i CS2.2 OF 4 VAULT LID PLAN 28 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A T M W \i CS3.1 OF 4 STRUCTURAL DETAILS 29 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE -TRACT N AND 0 V W� 10 17 ^^: - 30 OF 68 ROAD AND DRAINAGE PLAN AND PROFILE -TRACT 0 r" r "" `� ,,AA OF 1 LOCK AND LOAD PLAN 31 OF 68 DRAINAGE FACILITY PROFILE LK1 v' LK2 OF 2 RETAINING WALL - CIP 32 OF 68 DRAINAGE FACILITY PLAN AND DETAILS TRACT R 33 OF 68 DRAINAGE FACILITY DETA g \ 34 OF 68 DRAINAGE FACILITY SECTI IL01 OF 5 ILLUMINATION PLAN IONS AND DETAILS 18 � \;-�''55 IL02 OF 5 ILLUMINATION PLAN 35 OF 68 DRAINAGE FACILITY SECTIONS AND DETAILS 3 \ \ I- IL04 OF 5 ILLUMINATION PLAN IL03 OF 5 ILLUMINATION PLAN 36 OF 68 ADA RAMP 37 OF 68 ADA RAMPSDANDILOFF SITE IMPROVEMENTS ❑ / 4 5 6 8 19 \ I IL05 OF 5 ILLUMINATION PLAN 38 OF 68 ADA RAMPS AND OFF SITE IMPROVEMENTS 39 OF 68 ADA RAMPS AND OFF SITE IMPROVEMENTS /79`29'58"E �0.01' RACT ''` " \ v % / M-1 OF 5 MITIGATION PLAN 40 OF 68 CUL DE SAC DETAILS / 7 ^! � 20 �`'�`�;;�� / / \ / � 41 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS M-2 OF 5 MITIGATION PLAN r �, , i 42 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS \ / \ M-3 OF 5 MITIGATION PLAN ' ' ' 43 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS ;<�.r�,�, �_�;11 ; M-4 OF 5 MITIGATION PLAN � S,10`30 02 W �0.00 , � `= ` \ / I �`44 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS �; 21 \ v , \ 45 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS j G� M-5 OF 5 MITIGATION PLAN 94 93 s� 22 \\ / \ y 46 OF 68 ROAD AND DRAINAGE NOTES AND DETAILS 92 91 r�� 23 / G 47 OF 68 SEWER AND WATER PLAN AND PROFILE - SE 18TH ST 90 i "�' ' " 1 _ 48 OF 68 SEWER AND WATER PLAN AND PROFILE - SE 18TH ST AND TRACT E 89 00 0 ��1� / \ c - - - - - ��� \ 49 OF 68 SEWER AND WATER PLAN AND PROFILE - SE 18TH ST LEGAL DESCRIPTIONS: 1 / 88 24 \ ^ 50 OF 68 SEWER AND WATER PLAN AND PROFILE - SE 18TH ST /;;�='2„'�„ 57 5,5,:r_�;"5'�;� 51 OF 68 SEWER AND WATER PLAN AND PROFILE - SE 18TH ST AND TRACT P / \ v / \ 52 OF 68 SEWER AND WATER PLAN AND PROFILE - 124TH PL SE TAX PARCEL #: 212305-9044 / / 25 \ / _ \ / 53 OF 68 SEWER AND WATER PLAN AND PROFILE - 124TH PL SE AND ROAD A BEGINNING AT A INTERSECTION OF NORTHERLY LINE OF CEDAR 87 - - - - - _ _ _ \ / I \ , 54 OF 68 SEWER AND WATER PLAN AND PROFILE - 124TH PL SE RIVER PIPE LINE RIGHT OF WAY WITH EAST LINE OF WEST HALF OF 58 56 / / \ / '�� I y 55 OF 68 SEWER AND WATER PLAN AND PROFILE - 124TH PL SE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 23 NORTH, 26 ,`��:�`�J I 56 OF 68 SEWER AND WATER PLAN AND PROFILE - ROAD A RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; SF :-6•T5'S'2k;25'C, TRACT A 55 \'' , 57 OF 68 SEWER AND WATER PLAN AND PROFILE - ROAD A THENCE NORTH 123.74 FEET MORE OR LESS TO SOUTHERLY LINE '`NTH c. 86 59 / \ i / \\ 58 OF 68 SEWER AND WATER PLAN AND PROFILE - TRACT N AND 0 OF MERCER ISLAND PIPE LINE RIGHT OF WAY; 27 \ , \ 59 OF 68 SEWER AND WATER PLAN AND PROFILE - TRACT 0 THENCE NORTH 31' 18' 16" WEST ALONG SAID RIGHT OF WAY \ - - 85 „(0 54 \ �, 60 OF 68 SEWER NOTES AND DETAILS 969.34 FEET TO POINT ON ARC OF CURVE FROM WHICH POINT A ('� \ / _^ �^ 61 OF 68 SEWER NOTES AND DETAILS r",. r vj .J RADIUS TO SAID CURVE BEARS SOUTH 31` 18' 16" EAST 1014.82 \\ / 53 62 OF 68 WATER NOTES AND DETAILS FEET; :-� ,,, , „ _ _ - �j�� "'"`"` "' � � '� \ _ 63 OF 68 WATER NOTES AND DETAILS THENCE SOUTHWESTERLY ALONG SAID ARC OF CURVE TO LEFT \\ / 61 29 ` _ \ y 64 OF 68 OVERALL TREE RETENTION PLAN DISTANCE OF 831.63 FEET MORE OR LESS TO POINT ON 52 ^ 65 OF 68 DETAILED TREE RETENTION PLAN NORTHERLY RIGHT OF WAY LINE OF CEDAR RIVER PIPE LINE; L ^`'\\'`'6''S'S''-"2'" `' 1, I 66 OF 68 DETAILED TREE RETENTION PLAN THENCE EASTERLY ALONG SAID LINE 1014.92 FEET MORE OR LESS /^ 83 72 / 30 \ 67 OF 68 TREE RETENTION NOTES AND DETAILS THIS CONSTRUCTION RECORD DRAWING IS A TO POINT OF BEGINNING. "" ^^ ' 2l' l) 62 51 i� J 68 OF 68 TREE RETENTION NOTES AND DETAILS DISTURBED AREA: / \ iF COPY OF THE APPROVED CONSTRUCTION .I 71 \� �� / DRAWINGS PREPARED BY BARGHAUSEN TAX PARCEL 212305-9051 / / 82 / 50 31 �i 766,402 SF. 17.59 AC CONSULTING ENGINEERS, INC AND HAS BEEN THAT PORTION OF NORTHWEST QUARTER OF SOUTHEAST QUARTER / 63 Y ^ ^ TREE PROTECTION: EDITED TO REFLECT ASBUILT CONDITIONS. THE OF SECTION 21,G TOWNSHIP 23 SOUTHWESTERLY NORTH,RANGE OF AST, W.M., KINGSOUWESTERLY / / a / 70 �0 32 -r r`` '-""j" I I THE PROPOSED PROJECT IS REQUIRED TO SAVE AND INFORMATION PROVIDED ON THESE RECORD LINE OF MERCER ISLAND PIPE LINE RIGHT OF WAY AND ;-6--,5'S'2,21,"X: �0 81 �` 7/8 -9 49 \ I \ I PROTECT TREES ONSITE. CONTRACTOR SHALL REVIEW THE SURVDRAWINGS IIN SINS A COMBINATION AND DOCUMENTED SOUTHEASTERLY OF LINE DESCRIBED AS FOLLOWS: -'- N O \ TRACT E TREE PROTECTION PLAN/REPORT PREPARED BY �Qc �- 69 64 48 33 \ I I WASHINGTON FORESTRY CONSULTANTS, INC. DATED FIELD REVISIONS. BEGINNING INTERSECTION OF SOUTHEAST CORNER OF LOT 8 ` E 201' - - - - - 80 ' / \ \ (07/05/17) FOR FURTHER DETAIL PLEASE REFER TO PVv � TRAC TRAC �z 1 2 VICINITY MAP o MAAtle tq!(Fy yK'y ROYAL HILLS DR SE ANO FY At :9SF �+ TIFFANY PARK m O ELEMENTARY m F9cpL SCHOOL 'Pee'�l 9 z � SF <' F sRE m SF i o S'ryA NTS ! m SE 158TH ST SE 160TH ST r SE 161ST Si m N WSE A n FA1RwOOD BLVD SE 164TH ST SE 164TH ST m Ln N LINDBERGH a m HIGH SCHOOL SE 168TH ST SITE DATA: 1. TOTAL AREA: 21.66 AC (943,336 SF) 2. PROPOSED NO. OF LOTS: 94 3. TAX PARCEL #'S: 212305-9044-02, 212305-9051-02 212305-9054-09, & 212305-9061-00 4. AVERAGE LOT AREA: 5,437 SF 5. SMALLEST LOT AREA: 4,694 SF 6. MAXIMUM LOT AREA: 7,916 SF 7. MINIMUM LOT AREA ALLOWED: 4,500 SF (R-8 STANDARDS) 8. SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 13,291SF (WETLANDS) 9. SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 61,077 SF 10. SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 180,646 SF 11. SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS/TRACTS: 7,645 SF 12. TOTAL SQUARE FOOTAGE IN OPEN SPACE TRACTS: 165,318 SF 13. PROPOSED NET DENSITY: 4.34 DU/AC 14. DENSITY ALLOWED BY CODE: 8 DU/AC 15. EXISTING ZONING: R-8 16. REQUIRED MIN. SETBACKS: FRONT: 15 FEET GARAGE: 20 FEET INTERIOR: 5 FEET REAR: 20 FEET SIDE STREET: 15 FEET (NOTE: SIDE LOT SETBACK DOES NOT APPLY TO PRIVATE ACCESS EASEMENTS OR TRACTS SERVING 4 LOTS OR LESS) CONSTRUCTION RECORD DRAWING TIFFANY PARK DIVISION N0. 3 WITH NORTHERLY LINE OF CEDAR H C7' ^ ^ ^ ^ ,,,,^„ / 74 68 TRACT F I SHEETS 65 THROUGH 68 OF THIS PLAN SET. AREA TABLE RIVER PIPE LINE RIGHT OF WAY; -� r '2l,lJ�l, c3` THENCE EASTERLY ALONG SAID NORTHERLY LINE OF 60 FEET TO \ s. / 76 6 47 I - ASSOCIATED BUILDING PERMITS TRACT/USE TRUE POINT OF BEGINNING OF SAID LINE; / 75 67 CIVIL CONSTRUCTION PERMIT NO.: U16006368 THENCE NORTHEASTERLY ALONG CURVE TO RGT RADIUS OF \ / �W \ AREA (SF) 1014.82 FEET DISTANCE OF 831.63 FEET MORE OR LESS TO \ - - - 66 W W y W Tl�iACT G A DRAINAGE, LANDSCAPING, AND UTILITIES 60,582 SOUTHWESTERLY LINE OF MERCER ISLAND PIPE LINE RIGHT OF \ TRACT 0 �- W '' \ I EARLY CLEAR &GRADE PERMIT NO.: C17001 184 B OPEN SPACE 37,893 WAY AND TERMINUS OF SAID LINE. / W �.�. C PEDESTRIAN ACCESS 1,572 / 78 s. �� \ ROCKERY RETAINING WALLS PERMIT NO.: B17001407 TAX PARCEL t 212305�a4 - 1 _ v v W 43 -� D OPEN SPACE 26,546 / �`''\ I LOCK+LOAD RETAINING WALLS PERMIT NO.: B17001408 THAT PORTION OF SOUTHEAST QUARTER OF SOUTHEAST QUARTER - - - - _ / 79 77 � W w � � \ I E UTILITIES 1,650 OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING - \ DETENTION VAULT PERMIT NO.: B17001409 F OPEN SPACE 1,000 COULINENRIGHTAOFI WAY AND LYING SOUTHWESTERLY OFCEDAR CM MERCER RIVER ACT K 42 ISLANDD PIPE TRACT L Tl44 \ - - - - i G CRITICAL AREA 18,099 LINE RIGHT OF WAY. x"W 35 \ I H OPEN SPACE 13,283 TAX PARCEL � 212305-9061 TRACT S -� 46 45 41 `� 22 65;;; ";-5'5 C \ 129TH CT SE ENGINEER I OPEN SPACE 2,351 i BARGHAUSEN CONSULTING ENGINEERS, INC. THAT PORTION OF SOUTH HALF OF SECTION 21, TOWNSHIP 23 - - - - (i� N78'57'46"W \\ / ��\ 18215 72ND AVE. SOUTH J OPEN SPACE 4,858 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON, UTILITIES/SERVICES: - _ _ 560.03' �L48�;; ; ;S,C ;/ KENT) 25 98032 K CRITICAL AREA 29,143 DESCRIBER AS FOLLOWS: WATER: - - - _ 40 37 \ (425) 251-6222 \ / \ L OPEN SPACE/ LANDSCAPING 8,667 FAX (425) 251-8782 _ \ l2: �f '"f M CRITICAL AREA 4,571 BEGINNING INTERSECTION OF NORTHERLY RIGHT OF WAY MARGIN CITY OF RENTON PUBLIC WORKS DEPT. - - _ - r lJ, l,l, ', 1, CONTACT: BARRY TALKINGTON, P.E. OF CEDAR RIVER PIPE LINE AND EASTERLY LINE OF WEST HALF OF 1055 SOUTH GRADY WAY, 5TH FLOOR - - TRACT J 38 ^`�\ / N JOINT UTILITY/ACCESS TRACT 1,457 SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 23 NORTH, RENTON, WA 98057 - - _ SURVEYOR RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; (425) 430-6400 ' - - - _ / \ 0 JOINT UTILITY/ACCESS TRACT 1,471 - _ 3g / ,: „_,,,,,��„ 18215 72ND AVE. SOUTH BARGHAUSEN CONSULTING ENGINEERS, INC. P JOINT UTILITY/ACCESS TRACT 1,717 TRACT 1 \ \�� ` r "" THENCE NORTHERLY SAID EASTERLY LINE 123.74 FEET MORE OR SEWER: - \ I _ KENT, WA 98032 0 JOINT UTILITY/ACCESS TRACT 3,000 LESS TO A POINT ON SOUTHERLY RIGHT OF WAY OF MARGIN OF CITY OF RENTON PUBLIC WORKS DEPT.SE 15 I \ - _ , (425) 251-6222 R CRITICAL AREA 23,650 MERCER ISLAND PIPE LINE; 1055 SOUTH GRADY WAY, 5TH FLOOR 8rH S1' \ FAX (425) 251-8782 THENCE NORTH 31` 18' 16" WEST ALONG SAID SOUTHERLY RIGHT RENTON, WA 98057 I \ CONTACT: BRIAN GILLOOLY, PLS S OPEN SPACE 10,138 OF WAY OF MARGIN 969.34 FEET TO A POINT TO A POINT ON ARC (425) 430-6400 TRACT P\v vv DEVELOPER PUBLIC STREET 180,646 OF CURVE FROM WHICH POINT A TANGENT TO SAID CURVE BEARS _ > SOUTH 31` 18 16 EAST 1014.82 FEET AND TRUE POINT OF POWER/GAS: \ MAINVUE WA LLC LOT AREA 511,036 BEGINNING; PUGET SOUND ENERGY IMPERVIOUS AREA: A=26'37'52" 1110 112TH AVE NE, SUITE 202 [TOTAL AREA 943,336 SF 8001 SOUTH 212TH STREET R=1472.69' \ / BELLEVUE, WA 98004 THENCE NORTHWESTERLY ALONG SAID SOUTHERLY PIPE LINE RIGHT KENT, WA 98032 OF WAY 453.45 FEET; THENCE SOUTH 86` 32' 17" WEST 411.86 (253) 395-7065 PREDEVELOPED IMPERVIOUS SURFACE L=684.51' 2. ; ^f,95 \ / (425) 646-4022 CITY OF RENTON AREA = 0.00 ACRES (0 SF) \ / CONTACT: BARBARA YARINGTON FEET MORE OR LESS TO A POINT ON EAST BOUNDARY OF LOT 6 \ �EPAFiTMENT OF PUBLIC WORKS BLOCK 3, TIFFANY PARK DIVISION NO. 2; PHONE: LINK VERTICAL DATUM DEVELOPED NET NEW IMPERVIOUS SURFACE TRACT H \ / THENCE ALONG BOUNDARY OF SAID BLOCK 3 SOUTH 38' 11' 27" �1,,,,,,,2„ - 23315 66TH AVE S AREA = 11 95 ACRES (520 468 4 SF) �, '411423 �O s/DNA L� E����� 3-s-/zo/zos 2 (n LLJ (. U F z> O N QLd J a J w z X < Z w LLJ N J Z Qrr) O N N N 00 U Z z 00 � N CO r- 00 > z Z CN Q I I w w Ln Ln Z 0 Z Ln ~ �� Ln Ln w } Ld N � Z LLJ N N J > Y �� U N J 2 Q 0 _ ♦ Z WEST 55.36 FEET; KENT, WA 98032 CITY OF RENTON, NAVD 88 APPROVED BY DATE 4. W THENCE ALONG BLOCK 3, SOUTH 60' 01' 54" WEST 222.76 FEET; (253) 372-5361 TOTAL DEVELOPED IMPERVIOUS SURFACE APPROVED BY DATE V tom" THENCE ALONG BLOCK 3, SOUTH 30' 52' 58" WEST 130.13 FEET; BENCHMARK AREA = 11.95 ACRES (520,468.4 SF) CALL BEFORE YOU DIG' THENCE SOUTH 79` 25' 15" EAST 50 FEET; THENCE SOUTH �b Is- 10`34'45" WEST 50 FEET; FIRE: RENTON FIRE & EMERGENCY SERVICES FOUND MONUMENT IN CASE LEAD 1-800-424-5555 APPROVED BY DATE N5 PLUG &TACK IN 4 X4" CONIC RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: a 0 CD THENCE SOUTH 22' 05' 56" EAST 785.69 FEET MORE OR LESS TO 1055 S. GRADY WAY INTX MONROE AVE SE & SE 11.95/21.66 ACRES = 0.55 APPROVED BY DATE TAP ON NORTHERLY OF RIGHT OF WAY OF MARGIN OF CEDAR RENTON, WA 98057 16TH PL C.O.R BENCHMARK 1857 RIVER PIPE LINE; (425) 430-7000 THENCE SOUTH 78' 56' 52 EAST ALONG SAID PIPE LINE RIGHT EL=413.38 (JUNE 2013) OF WAY 60 FEET; SCHOOL: FOUND MONUMENT IN CASE THENCE NORTHEASTERLY ALONG SAID CURVE TO RIGHT HAVING A RENTON SCHOOL DISTRICT BRASS PIN IN CONIC INTX SE RADIUS OF 1014.82 FEET A DISTANCE OF 831.63 FEET MORE OR 300 SW 7TH STREET 158TH ST & 124TH AV SE C.O.R LESS TO TAP ON SOUTHERLY MARGIN OF MERCER ISLAND PIPE RENTON, WA 98057 BENCHMARK 1908 EL=387.24' LINE AND TRUE POINT OF BEGINNING. (425) 204-2300 (JUNE 2014) 2 REVISED PER CITY COMMENT BK 1/20/1 1 ASBUILT BK 11/2/U N0. REVISION BY DATE SURVEYED: SCALE: 7 BCE HQRIZ: 1 "= 1 00' VERTICAL: NAVD 1983 83/1 COVER SHEET 11 /20/2018 DESIGNED: HORIZONTAL: NAD 1983/1991 :� Cl T Y OF VER: N/A ASBUILT - ALLURA AT TIFFANY PARK PACE: �T BJT DRAWN RENTON MAINVUE WA LLC RAG , ONE NCH DRAWING NO: NIDATUM BJT CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE SUITE 202 RAG IF NOT ONE INCH 7 APPR APP13JTD' SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: °F 68 IRI-131912131011