Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
ENG PROJECT ASBUILT - LF
SW 1/4, SW 1/4, SEC 18, TWP 27N, RGE 4E, W.M. BINDER - VEILLEUX SFR SITE DEVELOPMENT PLANS EXISTING FIRE HYDRANT - 0 fil T-- IL SD- -� I / SD ---SD SD __SD- I/-- \ tti---SD---- �_LSD-�--ISO---SD--- SD-�-- -- �yy \ CB - �� cB Sow_ �� SCALE.• 1» = 10' --------�-- t I / \ I WATER I j RIM-343.42 _ i> 0 5 10 20 ---- _ +VAULT /E 12" RCP(E)=340.82 RIM=345.39 SD--- - - I - - ----r/E 12" 1p(W)=340.72 i /E 12" PVC(E)=343.79_ ___:=- IE 6" PVC(S)-340.8 f ,Y 1E 12" RCP(W)=343.49 -W----Wig---W----Irv-- /SDMH-`------ i-------- - - ---I �W- W----W----W ---- i RIM=341.62 I I �---------- CB i R/M= 335.86 i I I I i IE 12" PVC(E)=333.9'6 3 1E 12" IP(E)=334.42 I I j i RIM=,348.71 i /E 12" RCP(W)=333196 I II 1E 12" IP(N)=334.92 - I I - - i /E 1 p" PVC(W)=346.81 A�j „<o � 0/ 1E 12" PVC(W)=334.42 I I W- -- _W-/-W---�W- ;� ,ytx� CONTRACTOR POTHOLED CROSSING �7 O I I I I II I i AND CONFIRMED NO CONFLICTS r t "� �h I I of BEFORE INSTALLING STORM. I I I 1 CB I RIM 340.73 28'-12" DI © 0.64% I I � EXISTING 3 4" WATER METER REUSED � FOUND CASED CONC. MOH. I = I 3 g 1E 8" PVC E - 32.78 I I INSTALLED 1-1/2" PE (160) FROM METER TO HOUSE �\ ( )- I ILS _ _ � W/1 " I.P. IN CONC. DOWN - i i I II /E 8" PVC(W)='1332. 68 19bVD S T S W I I I SEE (TRACERWIRENSTA�LED GWI THOWA TER0 ON SLINE) HEET TD-01 \` \ 0. 7' VISITED 12-10-19 I I� SAWCUT LINE - - - _ �_ - - - - N 89 30'26" W(R1) (BASIS OF BEARING) 783.51' I I MM 599.04' �I I ; 184.46' - - I I - - `\�--- - - - - - - - - \� - -� 261.26' - �+V ---------------------------- /-G1I--f�G-I- �---------- I ------------- ---------\ N 893026" W -- - r f--- --------- --- -SS---�SS----SS----SS--- - - SS --SS - - b\ -� I\3 \ �r�3SS-- -SSA --SS- --SS-- I EG i I o SS SS ------Ss- -- - SS -� SS- / I/� CB2 --SS'----SS----SS- �\ �,,,\ � � � � SS- --SS- i sQ W TYPE l � I I 345.7E i R= t6' o I i I I I I oo ��' O SOLID LOCKING LID v `� O \ EG N- I I I I o N= 6314.21 > I.- / li -- t---OHP----ONP -nun IN-OHP-+-- E=5688.67 Q_-OHP----O P- \ OHP---o OHP _P - OHP--- ---OHP----OHP---OHP----bH I---OHP----OHP---- -� RIM 343.27 I N� i I N r o I I I FOUND CASED CONC. MON. � I I 6" lE 341.00 (IN-S) I I (! 345.81 W/NAIL /N CONC. DOWN 0.5'. 12" lE 341.00 (OUT-N) cV ( III FG VISITED 12-10-19 I , T_� I N 893026 W 11 00LEGAL DESCR/PT/ON rt I ssco BEGINNING AT THE SOUTHWESTERLY CORNER OF SECTION 18,,l>t 340.2E THENCE ALONG THE WEST LINE OF SAID SECTION 18, NORTH 0037'06" EAST SET REBAR W/CAP1301.48 FEET,• 1.0'(S) OF CORNER THENCE ALONG THE SOUTH MARGIN OF THE COUNTY ROAD, SOUTH 8931'52 ON PROPERTY L/NEO EAST 59924 FEET TO THE NORTHWESTERLY CORNER OF THE TRACT HEREIN PERFORATED STUB -OUT Ifg it7'�CONNECTION PIPE 1E 341.25(SEE DETAIL SHT GN-01)SEWER LATERAL TVD kY THE CITY OF EDMONDS SEW R 1 DESCRIBED AS THE TRUE POINT OF BEGINNING, FLOW PATHI��DEPARTMENT TO DETEf�MINE /F LINE CAN BE RE -USE . 1 �n � 1 � DRY UTILITIESTHENCE CONTINUE SOUTH 8931'S2" EAST ALONG SAID SOUTH MARGIN OF THE INSTALLED 6" SANITARY SEWERlF A NEW SEWER LATE AL IS REQUIRED THE CONNEC ONCOUNTY ROAD A DISTANCE OF 115.00 FEET, AT THE SEWER MAIN HALL BE CUT IN WITH THE I CLEANOUT @ PROPERTY LINE 2' GRAVEL TRANSI TION ZONE zTHENCE SOUTH A DISTANCE OF 105.00 FEET• INSTALLATION OF A WI*E PER CITY STANDARDS. PER CITY STD DWG NO. pTHENCE NORTH 8931'52" WEST PARALLEL WITH THE SOUTH MARGIN OF 192NDSS-200 (SEE SHEET DT-01) (PER COE STD DETAIL SD-635)STREET SOUTHWEST A DISTANCE OF 115.00 FEET,• I =(SSCO TO HAVE 12" CAST IRON -- - - - II IIITYPETHENCE NORTH A DISTANCE OF 105.00 FEET TO THE TRUE POINT OF I oI LAMPHOLE COVER WITH 1/2" I W�6267.40 BEGINNING. II HEX BOLTS, TYP) 4" PVC SIDE Q(ALSO KNOWN AS A PORTION OF TRACT 14, BLOCK 2, SUNSET ACRES,MIEN ESLOPE 09 A I __ R=15'ACCORDING TO THE UNRECORDED PLA T THEREOF.) I II r - - - - --__ - --- _ ----- ------ ------SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. COVERED IL==== J�BAS/S OF BEAR/NGS I I ssco PORCH - _2'I I SDCO lE 341.6556Z /E 340.8E CONNECTED 4" PVC ROOFTHE MONUMENTED CENTERLINE OF 192ND ST. S.W., AS THE BEARING OF N 893026" W \ 1 it ��""� DRAIN TO CB-1 @ 2.09 MIN18.32,_,.@ 1.0094" PVC FOOTING DRAIN 343.38 FGBENCH MARK I 11 @ 1.07 MIN CONNECTED SYSTEM DOWNSTREAM OF 6" IE 341.6 FOUND CASED CONC. MOH. AT THE INTERSECTION OF 88TH AVE. W. & I O 10' N I PERFORATED STUB-OUT192ND ST. S. W. (PER GPS OBSERVATIONS)SIDE BSBLCONNECTION ELEVATION : 368.47' I 0 I==ti Jsr�.' j � ii CONC_ ETE DATUM : NA VD 88 ASPHALT I h1 I i I i iGARA i DRlVE A Y OI FF 343. 8 o I II WINDOW WELL CONCRETE Li I 5.5SURVEY REFERENCE I 1 I 11 wALLs s" ABOVE FINISHED HOUSEI �" (MI) I-'LAI UI- JUKVtr - vuL. zo, l-'G. IY/ (R2) PLAT OF SURVEY - VOL. 20, PG. 28 S/DE SEWER NOTES IF RE -USING EXISTING SEWER LATERAL (FROM PROPERTY LINE TO CITY MAIN) CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMOND'S SEWER DI VISION AT 425- 771- 0235. NETTLES JIM & HEIDI 8920 192ND ST SW EDMONDS, WA 98026 SFR 27041800JO2300 PROVIDE MINIMUM 10'LONG VEGETATED E=5711. 54 I345.35343.40 1I �' /E 341.63 (INI-5)4/E 341.63 (INt�W) 345.2E1E 341.63 (O�IT�NW)EG 344.4tEGSAWCUT EXII i PA VEMEN T I 344.82 344.7E I FG EEG344.4E 16'MIN ASPHALT DRI VEWA Y (SEE TYPICAL CROSS-SECTION ON SHEET GN-01) INSTALLED 'NO PARKING ANY TIME" SIGNS AT 50 FOOT SPACING (TYP) EG I APPROX LOCATION OF EXISTING UTILITIES 1 (CON TRACTOR TO VERIFI Y L OCA TION PRIOR TO CONSTRUCTION) aASPHALTIPIO ;I9.6 R=5'. 6344.7E344.5E EG I 34478FG 3445f EG • 10 f 13' 13' 10' I I I 2.1 - BSBL I I TAPER I 25'INGRESS I EGRESS EASEM NT (AFN201911190�5) EXISTING GROUND 3CONTOUR TYP' m2' GRAVEL TRANSITION ZONE 344.74 O INSTALLED 10' LENGTH FOOTING vt IDRAIN DRYWELL TRENCH�m (PER COE STD DETAIL SD-635) 344.7E I FG EM10 I IIIL 0 PROVIDED MINIMUM10' LONG VEGETATED10 �FLOW PATH IX- X WOOD FENCE X -A�-8 '30K26-- XM�'- -xWOOD FENCE X i I \� I EG4.5f 1I 1.1' I 0. 7' 10'x12'REINFORCED END FENCE 0. 3(S)a FOUND REBAR, j CONCRETE SHED SLAB OF PROPERTY LINE0NO CAP. 0.1'(N) I ELEV. 344.OfGRANT KRISTIN M & KENNETH B I CE I I OF CORNER I FOX JOHN J (SLOPED TO WEST) FOUND REBAR, NO CAP.8940 192ND ST SW I I 8908 192ND ST SW 0. 1 '(S) OF CORNER END FENCE 0.3'(E) & I EDMONDS, WA 98026 I EDMONDS, WA 98026SFRI 1.5(S) OF CORNER I SFR 27041800JO2100 I27041800310800 o IMPERVIOUS AREAS PROJECT SI7E CA TEGOR Y CA 7EGOR Y 2 DISCHARGE LOCATION: CITY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) EDMONDS WATER SHED. FRUITDALE TYPE OF AREA SQUARE STORMWA TER FACILITY FOOTAGE LAWN AND LANDSCAPE 7,184 SF SOIL AMENDMENTS BMP T5.13 ROOFS 3,896 SF PERF STUB -OUT CONNECTION BMP T5.1OC HARD SURFACES ONSITE = 355 SF WALK AND PATIO AREAS SHEETFLOW DISPERSED BMP T5.12 640 SF DRI VEWA Y EXEMPT PER EDMONDS STORMWA TER ADDENDUM 6.3.1 OFFSITE SHARED D/W = 355 SF EXEMPT PER EDMONDS STORMWA TER ADDENDUM 6.3.1 25% RETROFIT 0 SF N. A. LU i I GRADE. CONNECTED WINDOWMAIN FF 343.88 3.38 1__-- l WELL FOOTING SUMP PUMP L-------DRAIN TO FOOTING DRAINj t SYSTEMORAINojDOWNSPOUT 1343.38DRAIN (TYP.)Il-------i i---_--_I\ ___________! III I 1 I O a. L = _____ __�71 I---------------------liIi i I ----------- 11 Ili -- __-___t-_-� --- COVEREDPA TIO l I' ---------- 11L---- --;D�L ----------------JBUILDING EA VE (TYP)i C 4" PVC I 4" FOOTING DRIAN (TYP) FOOTING DRAIN j 4" ROOF DRAIN (TYP)@ 1.Oq MIN BUILDING HEIGHT CALCULATIONS (AEG) ELEVA TION A: 341.76 ELEVA TION B. 344.01 ELEVA TION C. 344.03 ELEVA TION D. 341.00 TOTAL: = 1370.80 A VERAGE ORIGINAL GRADE (AOG): = 342.70 MAIN FINISHED FLOOR. = 343.88 ROOF A T RIDGE.• = 366.99 ALLOWABLE BUILDING HEIGHT = 36Z 70 (342.70 + 25 FT) SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. LOT COVERAGE LOT AREA: 12,075 SF ALLOWABLE COVERAGE (359): 4,226 SF HOUSE, COVERED PATl0 & GARAGE: 3,497 SF PERCENT COVERAGE.• 29.09 BEECHIE TIMOTHY J 8840 192ND ST SW EDMONDS, WA 98026 SFR 27041800301200 PUGET SOUND1e TI-I sw 1aa 92ND S/T VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER /APPLICANT CIVIL ENGINEER GAETAN VEILLEUX & DEBORAH BINDER 8816 207TH PL SW EDMONDS, WA 98026 SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT DARREN J. RIDDLE SITE DATA RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL @RAMENGINEERINGINC. COM CONTACT: ROB L. LONG, PE SITE ADDRESS: 8912 192ND ST SW, EDMONDS, WA 98026 PARCEL NO.: 27041800JO3700 TOTAL SITE AREA: 12,075 SF (0.28 AC) EXISTING ZONING. RS-12 AGENCIES/UTILITIES JURISDICTION 16'MIN ASPHALT DRI VEWA Y (SEE TYPICAL CROSS-SECTION ON SHEET GN-01) INSTALLED 'NO PARKING ANY TIME" SIGNS AT 50 FOOT SPACING (TYP) EG I APPROX LOCATION OF EXISTING UTILITIES 1 (CON TRACTOR TO VERIFI Y L OCA TION PRIOR TO CONSTRUCTION) aASPHALTIPIO ;I9.6 R=5'. 6344.7E344.5E EG I 34478FG 3445f EG • 10 f 13' 13' 10' I I I 2.1 - BSBL I I TAPER I 25'INGRESS I EGRESS EASEM NT (AFN201911190�5) EXISTING GROUND 3CONTOUR TYP' m2' GRAVEL TRANSITION ZONE 344.74 O INSTALLED 10' LENGTH FOOTING vt IDRAIN DRYWELL TRENCH�m (PER COE STD DETAIL SD-635) 344.7E I FG EM10 I IIIL 0 PROVIDED MINIMUM10' LONG VEGETATED10 �FLOW PATH IX- X WOOD FENCE X -A�-8 '30K26-- XM�'- -xWOOD FENCE X i I \� I EG4.5f 1I 1.1' I 0. 7' 10'x12'REINFORCED END FENCE 0. 3(S)a FOUND REBAR, j CONCRETE SHED SLAB OF PROPERTY LINE0NO CAP. 0.1'(N) I ELEV. 344.OfGRANT KRISTIN M & KENNETH B I CE I I OF CORNER I FOX JOHN J (SLOPED TO WEST) FOUND REBAR, NO CAP.8940 192ND ST SW I I 8908 192ND ST SW 0. 1 '(S) OF CORNER END FENCE 0.3'(E) & I EDMONDS, WA 98026 I EDMONDS, WA 98026SFRI 1.5(S) OF CORNER I SFR 27041800JO2100 I27041800310800 o IMPERVIOUS AREAS PROJECT SI7E CA TEGOR Y CA 7EGOR Y 2 DISCHARGE LOCATION: CITY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) EDMONDS WATER SHED. FRUITDALE TYPE OF AREA SQUARE STORMWA TER FACILITY FOOTAGE LAWN AND LANDSCAPE 7,184 SF SOIL AMENDMENTS BMP T5.13 ROOFS 3,896 SF PERF STUB -OUT CONNECTION BMP T5.1OC HARD SURFACES ONSITE = 355 SF WALK AND PATIO AREAS SHEETFLOW DISPERSED BMP T5.12 640 SF DRI VEWA Y EXEMPT PER EDMONDS STORMWA TER ADDENDUM 6.3.1 OFFSITE SHARED D/W = 355 SF EXEMPT PER EDMONDS STORMWA TER ADDENDUM 6.3.1 25% RETROFIT 0 SF N. A. LU i I GRADE. CONNECTED WINDOWMAIN FF 343.88 3.38 1__-- l WELL FOOTING SUMP PUMP L-------DRAIN TO FOOTING DRAINj t SYSTEMORAINojDOWNSPOUT 1343.38DRAIN (TYP.)Il-------i i---_--_I\ ___________! III I 1 I O a. L = _____ __�71 I---------------------liIi i I ----------- 11 Ili -- __-___t-_-� --- COVEREDPA TIO l I' ---------- 11L---- --;D�L ----------------JBUILDING EA VE (TYP)i C 4" PVC I 4" FOOTING DRIAN (TYP) FOOTING DRAIN j 4" ROOF DRAIN (TYP)@ 1.Oq MIN BUILDING HEIGHT CALCULATIONS (AEG) ELEVA TION A: 341.76 ELEVA TION B. 344.01 ELEVA TION C. 344.03 ELEVA TION D. 341.00 TOTAL: = 1370.80 A VERAGE ORIGINAL GRADE (AOG): = 342.70 MAIN FINISHED FLOOR. = 343.88 ROOF A T RIDGE.• = 366.99 ALLOWABLE BUILDING HEIGHT = 36Z 70 (342.70 + 25 FT) SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. LOT COVERAGE LOT AREA: 12,075 SF ALLOWABLE COVERAGE (359): 4,226 SF HOUSE, COVERED PATl0 & GARAGE: 3,497 SF PERCENT COVERAGE.• 29.09 BEECHIE TIMOTHY J 8840 192ND ST SW EDMONDS, WA 98026 SFR 27041800301200 PUGET SOUND1e TI-I sw 1aa 92ND S/T VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER /APPLICANT CIVIL ENGINEER GAETAN VEILLEUX & DEBORAH BINDER 8816 207TH PL SW EDMONDS, WA 98026 SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT DARREN J. RIDDLE SITE DATA RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL @RAMENGINEERINGINC. COM CONTACT: ROB L. LONG, PE SITE ADDRESS: 8912 192ND ST SW, EDMONDS, WA 98026 PARCEL NO.: 27041800JO3700 TOTAL SITE AREA: 12,075 SF (0.28 AC) EXISTING ZONING. RS-12 AGENCIES/UTILITIES JURISDICTION • 10 f 13' 13' 10' I I I 2.1 - BSBL I I TAPER I 25'INGRESS I EGRESS EASEM NT (AFN201911190�5) EXISTING GROUND 3CONTOUR TYP' m2' GRAVEL TRANSITION ZONE 344.74 O INSTALLED 10' LENGTH FOOTING vt IDRAIN DRYWELL TRENCH�m (PER COE STD DETAIL SD-635) 344.7E I FG EM10 I IIIL 0 PROVIDED MINIMUM10' LONG VEGETATED10 �FLOW PATH IX- X WOOD FENCE X -A�-8 '30K26-- XM�'- -xWOOD FENCE X i I \� I EG4.5f 1I 1.1' I 0. 7' 10'x12'REINFORCED END FENCE 0. 3(S)a FOUND REBAR, j CONCRETE SHED SLAB OF PROPERTY LINE0NO CAP. 0.1'(N) I ELEV. 344.OfGRANT KRISTIN M & KENNETH B I CE I I OF CORNER I FOX JOHN J (SLOPED TO WEST) FOUND REBAR, NO CAP.8940 192ND ST SW I I 8908 192ND ST SW 0. 1 '(S) OF CORNER END FENCE 0.3'(E) & I EDMONDS, WA 98026 I EDMONDS, WA 98026SFRI 1.5(S) OF CORNER I SFR 27041800JO2100 I27041800310800 o IMPERVIOUS AREAS PROJECT SI7E CA TEGOR Y CA 7EGOR Y 2 DISCHARGE LOCATION: CITY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) EDMONDS WATER SHED. FRUITDALE TYPE OF AREA SQUARE STORMWA TER FACILITY FOOTAGE LAWN AND LANDSCAPE 7,184 SF SOIL AMENDMENTS BMP T5.13 ROOFS 3,896 SF PERF STUB -OUT CONNECTION BMP T5.1OC HARD SURFACES ONSITE = 355 SF WALK AND PATIO AREAS SHEETFLOW DISPERSED BMP T5.12 640 SF DRI VEWA Y EXEMPT PER EDMONDS STORMWA TER ADDENDUM 6.3.1 OFFSITE SHARED D/W = 355 SF EXEMPT PER EDMONDS STORMWA TER ADDENDUM 6.3.1 25% RETROFIT 0 SF N. A. LU i I GRADE. CONNECTED WINDOWMAIN FF 343.88 3.38 1__-- l WELL FOOTING SUMP PUMP L-------DRAIN TO FOOTING DRAINj t SYSTEMORAINojDOWNSPOUT 1343.38DRAIN (TYP.)Il-------i i---_--_I\ ___________! III I 1 I O a. L = _____ __�71 I---------------------liIi i I ----------- 11 Ili -- __-___t-_-� --- COVEREDPA TIO l I' ---------- 11L---- --;D�L ----------------JBUILDING EA VE (TYP)i C 4" PVC I 4" FOOTING DRIAN (TYP) FOOTING DRAIN j 4" ROOF DRAIN (TYP)@ 1.Oq MIN BUILDING HEIGHT CALCULATIONS (AEG) ELEVA TION A: 341.76 ELEVA TION B. 344.01 ELEVA TION C. 344.03 ELEVA TION D. 341.00 TOTAL: = 1370.80 A VERAGE ORIGINAL GRADE (AOG): = 342.70 MAIN FINISHED FLOOR. = 343.88 ROOF A T RIDGE.• = 366.99 ALLOWABLE BUILDING HEIGHT = 36Z 70 (342.70 + 25 FT) SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. LOT COVERAGE LOT AREA: 12,075 SF ALLOWABLE COVERAGE (359): 4,226 SF HOUSE, COVERED PATl0 & GARAGE: 3,497 SF PERCENT COVERAGE.• 29.09 BEECHIE TIMOTHY J 8840 192ND ST SW EDMONDS, WA 98026 SFR 27041800301200 PUGET SOUND1e TI-I sw 1aa 92ND S/T VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER /APPLICANT CIVIL ENGINEER GAETAN VEILLEUX & DEBORAH BINDER 8816 207TH PL SW EDMONDS, WA 98026 SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT DARREN J. RIDDLE SITE DATA RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL @RAMENGINEERINGINC. COM CONTACT: ROB L. LONG, PE SITE ADDRESS: 8912 192ND ST SW, EDMONDS, WA 98026 PARCEL NO.: 27041800JO3700 TOTAL SITE AREA: 12,075 SF (0.28 AC) EXISTING ZONING. RS-12 AGENCIES/UTILITIES JURISDICTION LU i I GRADE. CONNECTED WINDOWMAIN FF 343.88 3.38 1__-- l WELL FOOTING SUMP PUMP L-------DRAIN TO FOOTING DRAINj t SYSTEMORAINojDOWNSPOUT 1343.38DRAIN (TYP.)Il-------i i---_--_I\ ___________! III I 1 I O a. L = _____ __�71 I---------------------liIi i I ----------- 11 Ili -- __-___t-_-� --- COVEREDPA TIO l I' ---------- 11L---- --;D�L ----------------JBUILDING EA VE (TYP)i C 4" PVC I 4" FOOTING DRIAN (TYP) FOOTING DRAIN j 4" ROOF DRAIN (TYP)@ 1.Oq MIN BUILDING HEIGHT CALCULATIONS (AEG) ELEVA TION A: 341.76 ELEVA TION B. 344.01 ELEVA TION C. 344.03 ELEVA TION D. 341.00 TOTAL: = 1370.80 A VERAGE ORIGINAL GRADE (AOG): = 342.70 MAIN FINISHED FLOOR. = 343.88 ROOF A T RIDGE.• = 366.99 ALLOWABLE BUILDING HEIGHT = 36Z 70 (342.70 + 25 FT) SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. LOT COVERAGE LOT AREA: 12,075 SF ALLOWABLE COVERAGE (359): 4,226 SF HOUSE, COVERED PATl0 & GARAGE: 3,497 SF PERCENT COVERAGE.• 29.09 BEECHIE TIMOTHY J 8840 192ND ST SW EDMONDS, WA 98026 SFR 27041800301200 PUGET SOUND1e TI-I sw 1aa 92ND S/T VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER /APPLICANT CIVIL ENGINEER GAETAN VEILLEUX & DEBORAH BINDER 8816 207TH PL SW EDMONDS, WA 98026 SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT DARREN J. RIDDLE SITE DATA RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL @RAMENGINEERINGINC. COM CONTACT: ROB L. LONG, PE SITE ADDRESS: 8912 192ND ST SW, EDMONDS, WA 98026 PARCEL NO.: 27041800JO3700 TOTAL SITE AREA: 12,075 SF (0.28 AC) EXISTING ZONING. RS-12 AGENCIES/UTILITIES JURISDICTION SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. LOT COVERAGE LOT AREA: 12,075 SF ALLOWABLE COVERAGE (359): 4,226 SF HOUSE, COVERED PATl0 & GARAGE: 3,497 SF PERCENT COVERAGE.• 29.09 BEECHIE TIMOTHY J 8840 192ND ST SW EDMONDS, WA 98026 SFR 27041800301200 PUGET SOUND1e TI-I sw 1aa 92ND S/T VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER /APPLICANT CIVIL ENGINEER GAETAN VEILLEUX & DEBORAH BINDER 8816 207TH PL SW EDMONDS, WA 98026 SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT DARREN J. RIDDLE SITE DATA RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL @RAMENGINEERINGINC. COM CONTACT: ROB L. LONG, PE SITE ADDRESS: 8912 192ND ST SW, EDMONDS, WA 98026 PARCEL NO.: 27041800JO3700 TOTAL SITE AREA: 12,075 SF (0.28 AC) EXISTING ZONING. RS-12 AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS STORMWA TER 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 & LEGEND 3 TP-01 CLEARING, GRADING & TESC PLAN 4 DT-01 GENERAL DETAILS Know to hat's WOW. �11 before you dig. ENGINEERING, INC. Civil Engineering / Land Planning RAM 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM O � � W v CO W Q 2 O a 0 U m m � Q Q 0 a L I N ENGINEER: AS-BUI�LT ROB L. LONG, PE DRAWN B Y.- BLD2020-0412BR/AN CLARK APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE.• BY CITY ENGINEERING DIVISION ISSUE DATE.• SCALE: 4117120 AS NOTED JOB NO: 20-001 SHEET: SP-01 SHT OF 4