Loading...
ENG PROJECT ASBUILT - LFLEGAL DESCRIPTION PARCEL A: ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION 680 FEET EAST OF THE NORTHWEST CORNER THEREOF,• THENCE SOUTH 180 FEET, THENCE EAST 170 FEET, THENCE NORTH 180 FEET, THENCE WEST 170 FEET TO THE POINT OF BEGINNING; EXCEPT A TRACT DESCRIBED AS BEGINNING AT A POINT ON THE NORTH LINE OF THE ABOVE DESCRIBED TRACT 18.64 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT,• THENCE EAST ALONG THE SAID NORTH LINE FOR 78 FEET,• THENCE SOUTHWESTERLY THROUGH AN ARC HAVING A CENTRAL ANGLE OF 117 42'08" AND A RADIUS OF 45.57 FEET, A DISTANCE OF 93.61 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. PARCEL B.- LOT 4 AND THAT PORTION OF LOT 1, DESCRIBED AS BEGINNING AT THE SOUTHWEST CORNER OF LOT 1; THENCE EAST ALONG THE SOUTH LINE FOR 12 FEET - THENCE ANGLE 126 55' FOR 20 FEET TO A POINT OF THE WEST LINE OF LOT 1, 16 FEET NORTH OF THE SOUTHWEST CORNER THEREOF,• THENCE SOUTH 16 FEET TO THE POINT OF BEGINNING,• BEING IN BLOCK 35, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. VERTICAL DATUM NA VD 88 BENCHMARK FOUND CASED CONC. MON. W/2" BRASS DISK & 'X" J. 33'(E) OF THE SOUTH MON. ON 9TH A VE. W. ELEV.=281.27' BASIS OF BEARING THE MONUMENTED NORTH SECTION LINE OF SEC. 25, T27N. R3E., AS THE BEARING OF N 883646" W. BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVA TIONS FOR HEIGHT CALCULA TONS. ELEVA TION A: 329.06 ELEVA TION B. 330. 26 ELEVA TION C. 331. 63 ELEVA TION D: 330.70 TOTAL: = 1,321.65 AVERAGE ORIGINAL GRADE (AOG) = 330.41 FINISHED FLOOR = 330.50 ROOF AT RIDGE = 354.75 ALLOWABLE BUILDING HEIGHT = 355.41 PER CITY OF EDMONDS (330.41 + 25 FT) LOT COVERAGE LOT AREA (NET): 6,284 SF ALLOWABLE COVERAGE (359.) 2,199 SF HOUSE, COVERED DECK & GARAGE 2,107 SF PERCENT COVERAGE 33.539' IMPERVIOUS AREAS LOT 3 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,417 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 50 SF UNCOVERED DRIVEWAY 1.075 SF TOTAL = 3,542 SF SW 1/4, SE 1/4, SEC.24, & NW 1/4, NE 1/4, SEC.25, T.27N., R.3E., W.M. WALNUT SHORT PLAT - LOT 3 SITE DEVELOPMENT PLANS 4 _ - 9+00 WALNUT ST (96TH A VE W) I I I i I I I I I CONCRETE WALK ------------------- L—�-- — JJ.I----- CONCRETE WALK BLOCK 35, C�TY OF EDMOND �(\ VOL. 2 OF PLATS, PG. 39 I � I � I ♦`, ,' I I` I a I I Z 3 I I I II 5 6 I I I MILLER CHRISTEN S/INN I I I I I I I WILLIAMS TAMMY L I I I I I I I GROOMS JUSTIN Al I I O I 1002 WALNUT ST I III I I I MCCOY EMILY S I EDMONDS, WA 98020 I I I 1018 WALNUT ST I PARCEL NO. I I EDMONDS, WA 98020 00434203500102 I II I I I I PARCEL NO. II I I 00434203500500 I II I� I I I —320 \ TRACT 998 I \ ♦♦♦ I I I I I I v ACCESS/ Y♦ ' I\ UTILITY I I ♦`♦ I I � � I\ I �♦� `�\ ♦ , ♦ �♦�♦, I I III �r,, � _ _ I,I — \ — P_-I — �---P —,— Tfr P---- BUMPUS GREGORY J �� 111 l i j ♦�� l \� l 961 CEDAR ST SHORT PLAT IMPROVEMENTS -----_--_� I EDMONDS, WA 98020 CONSTRUCTED AS PART OF PARCEL NO. THE WALNUT HORT PLAT _________ 27OJ2500100700 (PLN202000JJ �� , i —� ' 326----- 4" PVC 3034 SEWER SERVICE @ 2.07. MIN CONNECTED TO SEWER STUB © 1E 324.0E ��♦ �ii __�� y`'RACT 999 6" PVC 3034 STORM SERVICE ® 1.09 MIN ♦♦�� , �I 1 AUTILITY/ I I CONNECTED TO STORM STUB III I III I I I INFIL IRA TION TRENCH III I SSCO �� I;� a CB 11 CONSTRUCTED AS PART OF 1E III I RIMI, THE WALNUT SHORT PLAT N8847:19'W 64.90' 324.0E — 4" IE 324.26 (IN—S) (PLN20200033) — --- - — ♦ 6" IE' 323.86 (OUT—W) --- CONG 10' MIN LENGTH FOOTING ` DRAIN DRYWELL TRENCH ---- (PER GEO TECH 1 0� — I I 14" PVC RECOMMENDA TIONS) I CONCRETE I I ROOF DRAIN ♦♦ DR/ VEWA YI I I © 1.09 MINI _ CEDAR ST 1 1-11 2" WATER SERVICE LINE —# — — CONNE T TO SERVICE LINE ��II I A GARAG INSTAL ED AS PART OF ' — — — _ 4" PVC 3034 0 Id 1E / FF 329.0 L + 11 PLAT FOOTING DRAIN u� I COVERED 1 (TRACER WIRE TO BE 1.07" MIN I PORCH / INSTALLED WITH WATER LINE) 3 / / i1 DRY UTILITIES I _ I HOUSE NI I MAIN FF 330!50 �-- SDCO I I STORMWA TER CONTROL SUMMARY PROJECT SITE CATEGORY.- CATEGORY 2 DISCHARGE LOCATION: - TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 2,742 SF SOIL AMENDMENTS ROOFS 2,417 SF INFIL IRA TION HARD SURFACES 1,125 SF INFIL IRA TION 259 RETROFIT 0 SF N.A. LLOYD GERALD L 960 CEDAR ST EDMONDS, WA 98020 PARCEL NO. 27OJ2500101200 11 I 1 W` _j-F-J2-& 4- j Q II 5 , 'r--------------------- N88'J646 "W 65. 20'/— I CIV � I I �I I UTILITY NOTES ILL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE IPPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR RONTAGE IMPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS HAT IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. GRADING QUANTITIES -332 CUT.• t 150 CU YDS FILL: t 150 CU YDS 1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES POTENTIALLY NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH. 2) GRADING QUANTITIES HAVE BEEN ESTIMATED AS SHOWN ABOVE. SITE IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED. _ 192ND S(T�SW 4N PUCE7 6—D TKLST W � Al" VIEWLAN�W 1,-Y r 200TH r ST 262N0 ST_SW I—Ti �n E/ OA/ ST _ __� I MAIN ST MAI L DA TONS `� � 1 � � cn MAPLE ST,_ ¢ T� 3 �NWAL�N T Trfi SITE,,. / = M ��HEMLQC �WA �-4- - 14TH o _ —� I — NE1216TH ST SW _J_ VICINITY MAP SCALE. • 1" = 2000' N SCALE: 1 " = 20' 0 10 20 40 RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM Ian m Z 'm PROJECT TEAM OWNER I APPL/CANT CIVIL ENGINEER SELECT HOMES RAM ENGINEERING INC. Z 16531 13TH AVENUE W. #A 107 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WASHINGTON 98037 LYNNWOOD, WA 98037 (425) 742-6044 (425) 678-6960 X EMAIL: KAYLA.CLARK@OUTLOOKCOM EMAIL: ROBL@RAMENGINEERINGINC.COM (4 CONTACT: KAYLA CLARK NICHOLS CONTACT.- ROB L. LONG, PE SURVEYOR ;t O PACIFIC COAST SURVEYS, INC. PO BOX 13619 1 MILL CREEK, WA 98082 (425) 512-7099 CONTACT. DARREN J. RIDDLE SITE DATA Z J p SITE ADDRESS. 1012 WALNUT ST, EDMONDS, WA 98020 W O TAX PARCEL ID NUMBER: 27032500100500, 00434203500400 p 1 TOTAL SITE AREA: 6,284 SF EXISTING ZONING: RS-6 O N PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL O ON W O AGENCIES/UTILITIES y m JURISDICTION CITY OF EDMONDS O WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 Q FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONTIER COMMUNICATIONS ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 0 GAS PSE CABLE COMCAST GARBAGE REPUBLIC SERVICE Q W O V SHEET INDEX o w s to CITY OF EDMONDS _ 3� ,x O 1 SP-01 SITE DEVELOPMENT PLAN � AEG STEg�'� 2 TP-01 GRADING & TESC PLAN IDNAL 3 GN-01 GENERAL NOTES & DETAILS Know what's below. Call before you dig. AS -BUILT BLD2021-0009 APPROVED FOR CONSTRUCT/ON CITY OF EDMONDS DATE: BY.• CITYENGINEERING DIVISION ENGINEER: 8/3D/22 ROB L. LONG, PE DRAWN B Y.- MIKE MORRIS ISSUE DATE: SCALE: 12.., 1 AS NOTED JOB NO: 19-032 SHEET: SP-01 SHT / OF 3