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ENG ASBUILTI NE 1/4, SEC 25, TWP 27N, RGE 3E, W.M. WES 7wHA VEN -LOT 6 SITE DEVELOPMENT PLANS ONA VU P�AK DIVISION 1 �. I UNREG' RDED / I (t ) Io LEGAL DESCRIPTION I I PERFORATED STUB -OUT �. .......... CONNECTION PER CITY STD LOT 6, PLAT OF WEST HAVEN, ACCORDING TO THE PLAT THEREOF RECORDED UNDER �.. yy:... yp. _______________-------___ - D N{G NO SD 639 AUDITORS FILE NO. 201910075001, RECORDS OF SNOHOMISH COUNTY , WASHINGTON. �. �r� -���\ (SLtE DETAIL ON SHT GN-01) I i I lE 96.5E C4. 1 CONNECTED TO s.. SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON.An. r -� STORM STUB 30. lE 93.7E ` \ �.. . BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 98TH AVENUE W, PER PLAT OF SURVEY FOR EVAN M. PAULS, AS RECORDED UNDER AUDITORS FILE NO. 201406125003. O `. ! I I I I WALL TIGHTLINE © 1.07. MIN BENCH MARK I = �� I ____ O a INSTALLED 3' X 3' DRYWELL __ MA NAIL SET FLUSH WITH ASPHALT SURFACE, ON WEST SIDE OF LOTH AVENUE I I ` I WITH 3/4" TO 1-112" DRAIN ROCK FOR WALL DRAIN (98TH AVENUE W.), AS SHOWN HEREON. SAID POINT BEING f38' WEST OF THE CONNECTIUON __ _L SOUTHWEST PROPERTY CORNER, AND f6.0' SOUTH OF EDGE OF PAVEMENT. (3' MIN DEPTH)4- - s��� Y I I 4" PVC ROOF RAIN I ELEVATION : 100.00 ® 1.09 MIN T ..i I I I a I -------- / I. DATUM : ASSUMED I I'% I O �\ I f _______!^ 10' MIN LENG [ I� DRA/N DRYWE TR NCH__- o_� I / (PER -,EOTEC - - I RECO MENDA II N I [ I ��-----j-- II ' ` 1 [ I - I l o -----_ lJ ----- --- c--------- ( I I III I --------- [ I /--------- o I ICI [ I /-------- I II 44. I I �' � ICI 1411 y1 I z ' a.�- 62- O q:W -- la IL .. Y �.. I W _ I a- III ; 2 [ I I�III I I BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS: ELEVA TION A: 94.71 ELEVATION B. 99.85 ELEVATION C. 100.60 ELEVATION D. 96.56 TOTAL: = 391.72 AVERAGE ORIGINAL GRADE (AOG) = 97.93 FINISHED FLOOR = 99.75 ROOF AT RIDGE = 122.42 ALLOWABLE BUILDING HEIGHT = 122.93 (97.93 + 25 FT) LOT COVERAGE LOT AREA (NET). ALLOWABLE COVERAGE (3590) HOUSE, COVERED DECK & GARAGE PERCENT COVERAGE IMPERVIOUS AREAS LOT 6 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2, 670 SF (ROOF LINE) UNCOVERED PATIO AND WALK 80 SF UNCOVERED DRIVEWAY 2, OOO-5 TOTAL = 4,750 SF STORMWATER CONTROL SUMMARY PROJECT SI TE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 4,016 SF SOIL AMENDMENTS ROOFS 2, 670 SF DETENTION VAULT HARD SURFACES *2, 080 SF DETENTION VAULT 257. RETROFIT 0 SF N.A. * INCLUDES IMPERVIOUS DRIVEWAY AREA ACROSS LOT 7 EX. OFFSITE TREES REMAINED 30'- 30" FIR AND PROTECTED PER ARBORIST ice' ROOT ZONE LETTER 18'- 30" FIR 13'- 13" MAPLE 609' CRITICAL ROOT ZONE ROOT ZONE ' - _-------- ------CONSTRUCTION TREE PROTECTION FENC�- 8'- 13" MAPLE ---- I FENCING INSTALLED AND INSPECTED BY 607 CRITICAL ROOT ZONE _ _ _ ARBORIST PRIOR TO HOUSE CONSTRUCTION. TOP TOE 95.0U INSTALLED 3' X 3' DRYWELL WITH 3 4 TD 1-1 2 DRAIN CONC BLOCK WALL :- -- (3' MAX HEIGHT i , I �i ROCK FOR WALL DRAIN CONNECTIUON i / 13 PLE 30'FIR 0' � N885227"W 114., i (3' MIN DEPTH) 8"FIR BSBL r �.E -- \ - TOP 12L- - - - - TOE 99.0 - - - - - B/ I 4" PVC 3034 SDCO , 'RETAINING WALL I I i 1E 97.0f I TIGHTLINE $DQO Z0 COVERED % I L o ® 1.07 MIN PORCH - - - - - 4 " P VC 3034 I `s . YARD SSCO I HOUSE I`` : '::.. =..• 97 0+ STORM DRAIN I' MAIN FF 99.75 DRA/N W TIGHTLINE I VERE 6 FENCE 2 0 ©1.09 MIN ��-- Iq R0 8, 036 SF / I o I I CONC BLOCK WALL GARAGE I I z (3' MAX HEIGHT) FF 99.50 I CONC, �I 4" PVC 3034 4" PVC 3035 I DRIVEWAY \ SEWER SERVICE FOOTING DRAIN CHANNEL 199.0 @ 2.07. 4 I I ® 1.09 AfIN DOP I 1" WATER SERVICE INSTALLED AS -2. PART OF SHORT PLAT. �2.0% INSTALL 1" WATER METER AND - - - - - - - - - D YARD DRAIN - 1-112" PE (160 PSI) SERVICE LINE ; SHORT PLAT FROM WATER METER TO HOUSE DETAILS. (TRACER WIRE TO BE S-02 204 N885227"W 114.79' INSTALLED WITH WATER LINE) WOOD I DRY A.F. NO. FENCE j UTILITIES ��\ ` TOP 10Lo 2 200307255001 TOE 99.0 CONNECTED TO SEWER STUB \�� - 18' PRIVATE ACCESS �\ IE = 96.3E & UTILITY EASEMENT 8' EXCL USl VE PL,BLIC TO BENEFIT LOT 6 & UTILITY r EASEMENTPEDESTRIA TESC NOTE Q' 'JOINT / EASEMENT WES7HAVEN PLAT (PLN 20180034) CONSTRUCTION / f� \ TESC MEASURES WII+'L BE MAINTAINED DURING, - LOT SINGLE FAM14Y HOUSE CONSTRUCTION. / % ' 101,5 0 .3 - \\ G ` � � I - - PLAT IMPROVEM S TD B - C'M-77AVC TED zrS - -V T O j I THE WESTHA VEN PLAT (PLN20180034) 111 11 \\� 24 _ ,00 PL SW oil _-Ro8E T E, THOMALS ADDITION JV0. 16 W �Il _ I (VOLUME 1 ,PAGE 34) _ ... iceI'II GRADING QUANTITIES CU T. f 150 CU YDS FILL: f 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 EST/MATED AS SHOWN ABOVE. SITE IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED. UTILITY NOTE ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN Cl TY RIGHT -OF- WA Y PER CI TY STANDARDS THA T IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. CONSTRUCTION SEQUENCE 10 UNPLATTED ol I - - - - - - - - 1. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 2. CALL FOR UTILITY LOCATES. 3. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 4. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 5. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 6. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 8. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. W U S NEDAR ST e y I` 2 21 Q�, PINE ST PL e 2 2 Q o _ U N BELLA COOLA RD �u ST Q 22 7H S S _ 224 S S PUGET SOUND 3 `�� 228 T S e _- S DEER D 2 N T SW WA TT RD 34 ST SW VICINITY MAP NOT TO SCALE SCALE: 1 " = 20' 0 10 20 40 PROJECT TEAM OWNER/APPLICANT SELECT HOMES 16531 13TH AVENUE W. #A107 LYNNWOOD, WASHINGTON 98037 (425) 742-6044 EMAIL: KAYLA.CLARK©OUTLOOK.COM CONTACT.- KAYLA CLERK SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512- 7099 EMAIL: DARREN@PCSUR VEYS. NET CONTACT.- DARREN J. RIDDLE SITE DATA CIVIL ENGINEER RAM ENGINEERING, INC. 16531 13TH A VE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL ©RAMENGINEERINGINC. COM CONTACT.- ROB L. LONG, PE SITE ADDRESS: 9619 215TH PL SW, EDMONDS, WA. 98020 TOTAL SITE AREA (LOT 6): 8,036 SF (0.18 AC) AGENCIES/UT/LIT/ES JURISDICTION CITY OF EDMONDS WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONTIER COMMUNICATIONS ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & DETAILS i Know what's below. Call before you dig. AS -BUILT BL D20191246 APPROVED FOR CONSTRUCT/ON C/TY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m m :Q O 0 _ U o ~ W 0 U U W o j ; m co � Q N f00 OY WA S) 0 38608CZ% \� EGISTEg��� IONe 1. ENGINEER: ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE. SCALE: 10/1/19 AS NOTED JOB NO: 17-038 SHEET.• SP-01 SHT 1 OF 2