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1055 MAIN ST.PDF11111111111111 14201 1055 MAIN ST ADDRESS: IOSS VYIG 6zi I s+ TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) CRITICAL AREAS: DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver SHORT PLAT FILE: LOT: SIDE SEWER AS BUILT DATED: / 1 (. SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: OTHER: LID #: / ,� 3 BLOCK: L:\TEMP\DSTs\Forms\Street File Checklist.doc i B= 3 f,,4o o= 3�fto FT �9 0 4 13 -P&o APPLICATION for SIDE SEWER PERMIT EASEMENT No ........................................... NEW CONSTRUCTION gr REPAIRS ❑ OWNER ................................... "...................... '"''.......................... CONTRACTOR .......................... Q..LZJ..N..?........... ............................. PERMIT No. �'G ADDRESS ........................ ............. LEGAL DESCRIPTION: LOT No.. .'�. !�.- 3' .:-... TBLOCK No. .:.. . �- .................... NAME OF ADDITION .................. ............... rF-�..........:....r.a..±-tT •.,R.7.-1r:y---t............ 1 �J the City of Edmonds EAIsr,--- TA1V 1� t - 1 L:a z Approved: APP NOV �j 19, DATE ..0...... �? By .. :�f'..:�.�... Tl�rr�r�,a3 G .......... .. s!'.... .. t)V .4. t e_w. ' ..-' .. .t• \1.1. J-1 r�'• ).,rli �[', wt. _ ta, .. __-. .1� _.. ._-. ... ... •.- .. r , ..Jit.�_. _ ' _ .•� - •- y r i - � a CITY OF EDMONDS CIVIC CENTER — WATER -SEWER DEPARTMENT Cali rxospect 6-1107 when workIs ready yl�� Inspection. I�0 . . - tions Satuorday, ay or holidays.) V SIDE SEWER PERMIT ADDRESS........... ------------------------•-••----------•------------_________--__----__-____-_--••---------------------------•-••-------------•--._..._..------. I _ D.A. Mc Dougall owner OWNER-------------- -----------•---•------------•---------------------------- ----•----- CONTRACTOR --------•---____---------___----•---•---•---•--------------•-••-----••••------- Permission is granted ...... November ----- --_29-__, 19.E-7-_, for ------------------------ days to REPAIR or CONNECT a side sewer Q ' with City Sewers in accordance with application on file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: - • NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been inspected. •�. ~�,: .. 10 No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. - r ' NOTE No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. , • - - - - No bends in grade sharper than % will be permitted. ' '�,r 1-; NOTE No. 4--Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for • .. t*;f failure due to improper work which may develop within one year of completion. No. 5—It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its appur- tenances except to insert the pipe into the wye. . iI 00 . . . . - a .. • . . NW �/4, SE IA , SEC. 24-, T 27 .N., R.3 E., W.M. . .� II. �. .6II I � � .. n. .. oI. ..m .� .MI .IE=� I� �. 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REMOVE_ EC ISTING PVMT Y '1 _ V A W -� - , -$i ��PIHf ST i 216TN >Y�L -ST�i. < $y ?,SM -�I \ �r p. ,'�� - - p (M t%Y[r, `� tNWI' Y(w tISM -T' 1' IISTH �� RI SY'�M 5 1 \ \ \ BUILDING Cl\NTILEVi:Rf �0 C7,, C3 1 -- °�" w e n a , a �• ` ` \ \ BSMT. 240, 5 e 01 T i louu;ns„ ,. wtKu+ r. „( :IliN sr _sv- i°"^ ` �� i PI.I I t,t" qn, . r i e� 1 W \\ .\ .�` CREK)I I SAWCUT EXISTING PVMT IN i N I . .. 1 ; VIGINIT`( MAP �' 1 0 `\ `\ `\ BEE, ARCH lTEG1 URAL , I B " A STRAIGHT /AND. vERT1CAL I In 0 0 \\ `\ .V `. PLXN5 FC�-' Z40.0 • w, 239,`T to ; /„ 2 PRI©R TO.' PAV ING OF NEW 0 t0 26... I to `\\ \\ �� HOUSE . CONSTV, - . u}oo z�1a 6 I At2iVEWAY. LL1 i fl `\ \ -;.\ SCALE III:IO' . -L .". I Q a \ 244.5 0 WALKWAY - @tee �x.a'cP. so • I-' N kt LEAN, �. I j.\1Og, in LEGAL. DESC PT m - P 235.0± FIELD A po _ �t ION. �X_7-(UILLC.---­ .-__/I )))7.I).).. ,., - .. .. .I. ..�I�I� F_ _-\FI I.Q0CI : , \-7I. _ .I. _:��1. I \� I ", .. \I Z;. I�-. ..1�I,- " .. .. �. .\ I , I. 1I _1 I 1.1..\..._*=. I�__ - ..-., EI. .. .1�\X. .- I1., I.I - 0I.I \.. .I �r.2_.. 1.. V\.0.I .1.1 .r. .R.--I-. B.V.I \. ,., 1. II& ,.0I-\. '-...%. ,-.-\../. 1.I AI . � I. . I \�. .....� . .I.1..I .. .l, . ...\. 1.,I I THE SOUTH 55 FEET OF T •\ dJ fD . �i1ltE 229. Gb `� (Z20pF I7RAU1 _Q_RAlrt S` 3 LO S 21, 22, 23 AND 24, BLOCK 40, CITY OF EDMONDS 1, ` 2 `, ,, ----3e 2� 0;5' j \` ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, ON PAGES N I, % _ 5C�1 S ° FIVG @ 5b~- Q, �;-',' 239.0 38 AND 39, RECORDS _ OF SNOHOMISH'. COUNTY, WASHINGTON; . I M \5, - l3igc7�o V�. ."C. J. 1 \ - `, �� . " EXCEPT THAT. PORTION OF i G tt \ WYE EL.22930 -gip; SAID LOT,21; DEEDED TO THE CITY OF EDMONDS 8Y DEED z \s I\�`., 2FI O."78 RECORDED UNDER AUDITOR'S FILE NO.. 8408290220; -.1.._-,1.,I 1I ,-, .--_-��.. �-_--,-I.0 1,I'. -,I-.�_,­ _ I- ; ,,-. 7I�-­."­,,I` I--�I. . .-,�:� -!. .- 1i. 'W,w_I(1� .-�i,1.. V� -�­­.. ­r,.".I. ..V ._�. I1." 1.",.1-I1I.-.1...I I ,,:. �.e . , � . .­-- _.L, '� _*1.�I ��.1I-11, .,/I -. ."� t � 5a \\ _-_ DRAIN # 3 ♦`� \12 gn IE'. 239.4s3 . I ASP \\\ W7 Z-aATD ,B)<A%' IFJG EX?RU.0 'vO ALSO KNOWN AS CITY OF EDMONDS. SHORT PLAT NO. S-16-84 AS RECORDED -UNDER RESTRICITOR ( 1 `\ . . GRATE . `---,, CURB - \N / _ AUDITOR'S FILE NO.1$411090231) 1', I I ,.� 1I. .I; "01w - , . -.. 1 �Ai: , r iI" , !.II.,I.�_�-I,.-�-,. 1X- W/ ,SOLID LOCY-ING LID 1 .\ . TUP 239.46 \\ 1D 1\ ;� TOP 222. b I + `6"1E 23'7, 03 . . BENCHMARK ` /�Pr'2dx X. Loc . ,� OVERFLOW 224.GD rl1,t t: j -� ♦, n . WEST INV. OF SANITARY SEWER .MANHOLE LOCATED AT THE INTERSECTION OF MAIN G " IE 22 3.90 t N �- - , . \ i`--��y1 " __ 6'I l0" I F_ 222.9© 1 ♦ o , r F-Y. F. NY12-, ,,,, . N 89 54 , nn W 106.57t L STREET:- AND OLYMPIC AVENUE. v \� . . b v C0 INV. EL I . 2 ;, 5 O EXISTING co�.tc; SIDEWALK 3 1 RI >✓wAY NSTKZUGTION 27.00 `t' �� ` \' \ 3 rx c�.vA-c lord .. Ito C.Y. `� E>�,: w?P, PILL .................. 2 C.Y. ATUM CONTOUR INTERVAL . .. . __" - .-=�� _ --- I � CITY O E -, F DMONDS 5 FOOT REMO\i5Al_V4CrE, ra F:EPLACL at \; 2 N O US E GO N ST R t)GT I O N t 1=XlSTYNC'� MA1'LBbk • , V . w vv i vv Ex_ O c.z, v✓ /. W W� -+-- v/ "^/ I 6"wc.r. 2 C.Y. ROAD AND STORM DRAINAGE NOTES • EXCA ATION- 21f3 . 0 FILL . / Ti , / .1, TWWV ql' G.) 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEENOBTAINED' FROM Q U A / / - I I AVAILABLE" RECQRDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR n (_ SHALL ' BE RESPONSIBLE'. FOR VERIFICATION OF THE LOCATIONS SHOWN AND FOR LD cv k �'" DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID % / ►u 1 DAMAGE OR 'DISTURBANCE, THE UNDERGROUND UTILITY LOCATION SERVICE / m SHALL BE CONTACTED FOR FIELD LOCATION PRIOR TO, ANY CONSTRUCTION. / EX. 81 .� 48' EX. mow IN GASe THE OWNER OR .HIS REPRESENTATIVE SHALL BE" CONTACTED IF A UTILITY II SS SS _ � __ ss j o N 890 54 ' 3g 11 W .CONFLICT EXISTS.' FOR UTILITY LOCATION IN SNOHOMISH COUNTY, CALL 1.800- 424-5555. r % APPROX STU6 /. 2. ALL CONSTR CTION .E : 222.•-70 \ U SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR 1 N B9' S4' 313" W - MUNICIPAL PUBLIC WORKS CONSTRUCTION" .AND STANDARD PLANS AS ADOPTED I -__ - ____ __- \ - ___- _ _.._.-. _ -, 1- __ - -.____ \\ - _ _ _ -_ .. . . I BY THE CITY OF EDMONDS, AND, ANY .RE�OUIREMENTS ESTABLISHED AT CITY \ HEARINGS ON THIS PLAT. II \ REiLACE DAMAGED bl DEWALK \ � ­ `­ 0`1 SECTIONS ( EX. P_XT'AINSION JOINT \\ Lt 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHAL NOTIFY THE CITY OF HIS SCHEDULE IN x. C,.$. � \ TO EX. EXPANSION JOINT.) \ 1 - EX.TD[ 222.73 \ 11 \ EX. S.S. Ni.l-,t. _ SUFFICIENT TIME TO PERMIT INSPECTION PRIOR 70 AND DURING THE WORK. NE 8'l1E 2Z19. \ \ \I\ EXX'.7 81,, [a, 2.2-7 CO 2 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD AND UTILITY CONSTRUCTION. 5. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO MAIN STREET ' I 1 INSURE SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE . � .- I . � � . �.WR EI RV. N-r-TnAN . . .. I 1, . I SYSTEM. . THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND . . I . I . r . GRADING, AND SATISFACTORILY MAINTAINED, UNTIL CONSTRUCTION IS COMPLETE ptt l. AND THE POTENTIAL OF ,ON -SITE EROSION HAS PASSED. I I I I ��� ���� �• 6 , ( 6. UNLESS OTHERWISE NOTED, ALL STORM SEWER PIPE SHALL BE CONCRETE ICP) NONREINFORCED, ASTM C-14 (24" DIAMETER AND LARGER TO BE REINFORCED, REQUIRED. CALL 7143 ASTM C-76), OR CORRUGATED METAL (CMP). CMP TO 8E GALVANIZE) STEEL �� WITH TREATMENT" 1 ASPHALT COATING OR BETTER, OR CORRUGATED ALUMINUM I ' PIPE, OR AASHTO M274-70 ALUMINIZED STEEL, ALL. PIPES SHALL HAVE .RUBBER GASKETS, ALL CMP :TO BE 16 GA, UNLESS OTHERWISE NOTED. ADS 'N.12 PIPE MAY BE SUBSTITUTED FOR CMPFOR-THE DETENTION : PIPE ONLY. PVC PIPE SHALL BE ,ASTM 3034, SDR" 35. ACCEPTABLE TIGHTL:INE MATERIAL . 1. Its �„ 7. ROAD RESTORATION SHALL BE PER CITY .OF EDMONDS .STANDARDS. N-12' ADS . .11 MIN. SCI1 40 P�/Ci � Z 2 V2 5. 2 . i 8. ALL ROOF' DRAINS" AND DRIVEWAY SURFACES SHALL BE CONNECTED TO THE . SDR 35 (ASTM D3034) J I '.--- STORM DRAINAGE DETENTION SYSTEM. . . 250 225 2 �1± -1 - 32' MIN. . (IDE-CEI-)_-ION PIPE) t J, 1Y GI' PVG CAP i7VER oVeRF'LC>W Mr(. 5I1DEWALK . 111= 1=1,1=111 =11 tcl 1- li (t I =-i 1 I' MIN, = ' OVSrZr-LOW I . 2Z4•. Gv jT- 32' IE5" CMP 0 .d.50 610 % �- III G P / G" PVG OUTLE-C CONTROL I" 22 O % . STRUCTURE I G"PVG GAP W/ 5/B.I DIA HOLE 22C� -_! 5L_ lS 1.5'MIN. __�. DRILLED IN•CELITER. I. . . G .15. ti I W/ -SOLID LOC,Y_ING LID 215 . . ex. C.B. RESTRICTOIR ' EX• TOP 222.713 .TOP 22G. 0 EX.O" IE 219.5-1 nVEt2F=1�w 224. Go . G" IE 223.90 IN. NEW G`tlF_ 219,G0 10" IE 222•90 IN . G" I E_ 222 .90 OUT System Data: . 1. Impervious area (typical), sf = 2200 sf . Volume required, cf = 55 cf Orifice diameter: 5 / 8 the of.an inch Pipe dia: 24.0 inch, length = O 0.0 Pipe dia:inch, length = 32 ft, vol = 56.5 Total volume provided, cf = 57 LU . Q �.I �Y. I. I S. . I ­' ­. TI� �"� �,`.I . 01 EXISTING GROUND TOP "OF CURB a DRIVEWAYS � _ 9. ALL .ROOF .DRAIN STUBS SHALL, BE MARKED WITH 2"X4" POST SHOWING DEPTH I�I . - I - .I,. -. -. T- . I -I ­. -.Y­1-� ,. -� . . * CI -. I , --.,O,. �I R. .. . - E­_1.. E1I . d 1=1)TUI,I_ CURB AND MARKED "DRAIN , I .. � .I . .I I . . I_I .. .� I.� I I I .. �. I I ,-. . .I .. I I -. .-. I- . I . . I . . .. _11I I�I. I11I .I-- . � � I I I � I � I . I I I .I �I I I .. r. I . I-1,\II I . . . . I I -I . . I. I � I . I ..I .�. . I. II� I� . .. .I. ;� I . I 1.. I I. I 1.. I.. .I .. . I ... .1 II -I , 1a--'/. IN -_ �� W'' - . .T ROCKERY aS E DRIVE WAY - ,, -t0 . LL REQ 0' _ 2 .I . 10. ALL CATCH 'BASINS AND 'INLETS SHALL HAVE LOCKING GRATES, -LIDS OR a _-- VARIABLE A. f`- COVERS: . 245 --- - >_ , > 245 \ �` . Ld - - - J Q , " 11. ALL CATCH BASINS AND INLETS OUTSIDE OF PAVED AREAS SHALL HAVE SOLID UPPER CATCH 6A5It.1. b \ - _ 0 COVERS. _ ...,_: (Ve_NT f I I �, - - EXTRUDED ASP"ALT OR . - . 06-_,-: --'' CEMENT CONCRETE CURES ' G^30 Q O 6U \ LF�C- ASPHALTI I I . .�I .. . I . . . Q IZOAowAY I 3 I --... R ICY. r. !� r �� 1-, T) 171i = GA : 240:v 840 \ I�I � I I .I1I II �. .. .I I . I ..I . I. . V II • ourLDING AUG 1 5 1994' - - LIt.II : -1 II . , - PROPOSED DRIVEWAY E I , ut AT SEGT,ION LINE , i : D�.7 6 �994 ENGINEERING - ---- 22z3 SECT I ON A -A i .. . SCALC : 14021Z _ t" = II ( VERT: 1" v 5' . I. II I 1. 1 i SITE AND STORM D M1 RA. IN. AGEPLAN 220 CITY OF EDMONDS FOR . .. . APPROVED FOR CONSTRUCTION ' . . . . tll . 3Z I � . I�.. # z IV -1 �,: oAT><: Aft's . LEOPOLD- I , I W / SG�LID'LOGICII�IG LID U FUTURE I �.a.Y�rrr-r I .V1 _ - . .. CITY ENGINEER . . ThP 223.5 ± O 1=XISTIKLG-+ GROUND CUP-b 4, ,t I N fV W I/4 SE �'/ , OF SECTION 24, T.27 N ., R.3 E., W: M, G! D. 2 24.?d o r IDR.I V E.WAY U I le" IE 22.3. 07 245 , �. I I - _ 1.CITY OF. EDMONDS . LL �I O PROPOSED D121VEiW/�Y �, = - /_ AT sec rlory LIME JIQ SNOHOMISH COUNTY WASHI G . . >a 17 ._ M N TON .. il.l c 1 r . 3 to , 0I ,, V I. GAP. Z4o.o : . q,p°/U SL Y tAt'� <. A PRO ED AS NA I I 7IFJC. ASPNALT ROADWAY, \I.�.._ No.w �I .I1 � 3 . QQQ 7URNAROUt�ID I AUG 1+/94 I .0.r..oe4- I .0/zI I EI%/ 9, 4e I , I . . I I . . � . I I.. � . 5uI I . II 1 .- . . . 1I I II . I . . . . . . . . sEcT'lont B �� _ ,` lyh Lovell-Sauerland & Associates, Inc. oc ALC . Ho2 t z. 1 " t o' . n SI I . i . V CRT. 1 " - 5' -`- Engineers / Surveyors / Planners / Development Consultants . 7/ �0) . . ». . . " I I I II 19400 33rd Avenue W., Suite 200 - Lynnwood, WA 98036 • (206) 775.1591 - (206) 340-0830 DRAWN CHECKID DATE F.B. SCALE FILE(N�O/� . A`'✓ rk1 : -5 94 4II i"- 10' �J4 -3257