Loading...
10521 226TH ST SW.PDF10521 226TH ST SW REGARDING: 10521 - 226th Street S.W. 703-n1do& (address) lf, RECORD .OF CONTACTS J DATE NAME,, PHONE NO., & ADDRESS of CALLER COMMENTS 5/l/74 Carl Jarvis Certified Letter No. 406382 sent requiring hook-up within 60 days. 6/13/74 238 feet from sewer main. Want wavier. 6/17/74 Received connection fee memo from Engr. in the amount of $1,003.02. ACTION TAKEN INITIALS Letter received. TE Referred to Engr. TE TE REGARDING: = a2/., address RECORD OF CONTACTS DATE:. NAME, PHONE NO., & r' ADDRESS of CALLER COMMENTS ACTION TAKEN le l (3 f �'`'° /D SoZ J —�a�o� S.6C%• &)arc- 7`6 • • Initials 0 lo, i w,InstruWons-jdn` A'er.,sidi' SENDER Bcrs�� � ERVI.INDICATED. PL EASIt "FLIAN I SH, 1,�S` ,BY-tHECKED BLOCWS)-�. (Additroal;o?iiarges k I Show, address :a,,Diefivejr' ONLY ! a where !,,t6,ac1c1rdssee''., % ec kved�f4442 numberedvrliil¢ des6 NATU P,;N4TME:O ADDRESSEE (Must a Wayg b 0 filled'in)"- L41, — 4 0" R SSEE'SAGENT, IF' ANY � INSJURER,, N06 A MATE-0EWYEREV H0W,-WHERE,iDEWVERM`(0 y� 204f, reql�iqki, and, 4A. .7. RECEIPT FOR CERTIFIED MAIL-30� (plus-M95-4gO 703— 0 1400 P' DATE 6'.-OR JARVIS, CARL (_,M 00 10521 226TH SW EDMONDS, WASHINGTON cb 98020 o OPTIONAL SERVICES FOR ADDITIONAL FEES RETURN 1. Shows to whomand date delivered ............ 150 WiIII delivery to addressee only ............ 65e. RECEIPT 2. Shows to whom, date and where delivered .. 350 � SERVICES . With delivery to addressee only : ........... 850 DELIVER TO ADDRESSEE ONLY 50d SPECIAL DELIVERY (extra fee required).. PS Form NO INSURANCE COVERAGE PROVIDED— 3800 (See other side) Apr. 1971 NOT FOR INTERNATIONAL MAIL dOPO. 1970 0.397-400 Site Development Services 310 - 208th ST SE . Bothell 98012 481-9687 DRAINAGE CALCULATIONS FOR PROJECT: SITE ADDRESS: ZZ6_�_'F 5'5AJ DATE:--------- ✓ze.�<<�� C,ul�.,�ot-t`o�sJ 8�Z'��q¢ Cam° Co SC L S S7r S/CIL, �4- S C 4-e 0 oS c'S- 1, .�41 0 V\ ' h ' - (00 z 2 6 -R- S— S W i 1 C8 Z LF = '.. 7'�o S o n ;-t.. !'s cu�7 +� 7 U, r "� (� S !`--a L. g b e !! rc_ l e c, r^ c� • r (`o f-r `S Ce7O� �� I 7 (` T-t� C..) COS! vtfr �G� �C T � �r^U(.5 S 1 /� rV 5' � rT C'.Y SE j y •!'r� S, ( %!b Gt'r. CL6A cLy^�/ rtc'FvIreS C- �iN /e�tS,�I` C c fY'roS$101�r' J �G J Cat r i C v O UJ 4OX, 0�V, V 11% 0 �-� ce fh �c. f dr- C\V s"0 0 (�Qe...if2S i -. PC.'�f Co-QSE i-�2 �©t S t tv Cn � :,L ,[ e (/; y S t•. In �. (E I : 1 } l { 'j- r^ e� L 1' c7 vt r S `� S v'v�1S t1 % � • t t0 5 - cx Y o �c t1✓. i._ '- . 4-3.I. i �njp .ojc. c: Q .t ^_; ; ! 1' `✓ Lt . �-t nS c c O 1nf G t^Fn-SGr1�` V9 !'1�� L !�. t� i !Y c 't^l OVt l = T1na l� ra C S LlO O Ft 7 11Ti r �tt r 'f"� V, �v` G` v C- t vv. . J 1 S T--e .k i O t` i L rr a w 7 e (L nn t7.-v- kA- P�ocr.�. C-DCA V -e V` s a..'(p'V VIS v%y 9 (j 0 C,C` t�a+ r l` C� W ' ! ( t7-e tJ se cl , cart C e a.S nnw t' d lC c. e- 1� P V Te e- G-: �Q. c9 C� t u e (-Or- ti° (r S C; c y o - . J r i r /� r , S �S't-••e W- � o tr' l o r �� A, Y'6 r o �r tJ t ..2 c�t--e oP(�d Slt� t`3t {�J r� V��.- <- r�tC � Y'GtS � C C/ ('� C. t 'Q. !•.�` '{-Q t� N U..T� t ' .� � `�v. C �a 1 � 7 % � l J Lrr• .=7 = �'� ©'�' �f f r. c C'V S i �' i r G D S a �o 4-Ltr o a_ci L� s v vs v: Gt• CrC_ - G �' Cr 1.1..4"�_ � `/`. �' c% 'n_, r 1 � ' i.', ��:• � �1�^ � •s � • � �.•� �� � •�t' t.M. � CS_ Lam, '- V La +l' s �fS 1~-�� ' •t � � S d TA, n S C, , 1 -e- ? t' Y -F c l l /O ",- (1,41 C._ ! SySt"eVAX" or Lo U—� to S.,4 5--I-a�t' �t'ec� (r��YII�� covr9� 9Cl t� j'v�v� G r G, / n t � � 't-O t�t.•t �.� (. V 1tit 9 G- L� c1 � 4L. Ck_ tt -4p V'O- 7 v, oA /('1A 4-i,o v- c, c-, u 1 2- � (a Aj- Cj '6 -T-,/ (0-4 LAA V u Y, o.. c --e— r— LA Cy 0 VS. u (C-At i t^ , -- caQ° ff nr �- YVL l J1, e> _ TV'@ U Gt L F fin. Jr' / t`c1 e. !i / f + l,I � t.✓ ! .` t ,9 � � `-•-C. n. y E. tii �f ../� !i.: N�� . �.4� i"t' � l/� �O �f'LA 6� r�-c-c.- __ lf�.^._ Etc,_ __`, • 'F' ci 1-t l.: d v S c� 1-0 � m,? 4O O l2eEEv� = t� ¢VO �,1 -. Cl —t'u. t Jk&C-! 74. r 1Z �5_•� 5- j o 4r� !i✓, .V S C t� S o kr, t 't-t `c ��v` l u �J( G� ClS U34- � ta�C` ts YAA0V-4I �!'�� rr GG jCA- Z,:57- z�o�7 L Qo r 1 fn r qv 'Of -79� 30 r zS�- o- rr - _.-_-._ram_-.--..--_-.�..��--_-•-• _----'--�-_..--._-.- - ._._-... �._.�__-___-_.._.-.._--_ �_••__._-.-. ... .-. ._-�_-_-`�_.-_. _. _�.---_-•-___--_.r _ _ �---�.+.^'� l • . r ` s v PIP �.Ol.s�soin Sly ICC,�IcVIa�{��IVtS N N N W W W W W W ==I N N N 00 N O O �- N N C aaa N N N N N N n ®f p — ( ; 0, 6 R G't r'vk A" Li "- Z4 CD ©m 4tw O C/i 0-,(r c S , Us��1 �,t,� c(or/v"k (t VICA 1't'0C- -- c- "S Ca L.KA 0, 3 3_ t kclo . cam.tv1 .._ -Rk Lf 3 tr' c- T-C- 1' S wl v CL.- �.Q V, 4-t C&" 4" ". (f c-' . ` .� t �- [ k ' (� 1 rto v ta-5 d c rr v� ` o �� o t.� %�r 9 -s' 1 V S e r� �, k`�- 3 �0 +L+ u. (/l 1 `( l nf.. wA r. ci Sl�L&C- eel (/`9lrt:t..__. N N N W f- t- W W W W W "A N N N O 00 N O O N N of avv N N N N N N �O u e4 S Nit_- ail t/ Cl ( C - 1�. I +�• - lV2 V Cj w' a i/ {� r 1e C4- tbO D v� V G� - / V V-Y' O V\ ? O V 9 _.V'C� l,tl_l ___..Ge p( u r,.i 4-, / 0 4-c s {" Wt a4, ti.� G.U. . t`e., �orL 4 S r,C. LOCA- J �` J r 14-0 4- i � F p�ovt. S c, c,_c�or o sC ply oP .5f 4or w j D (r' 5-4 r � r C- l\( ^ Cl- c v� Ui C�, t`- t G\ 44, � y-� rr� � � C-L v t-�. � �, �-�. Q � o� �r � y B?c C G�dS J r (, - � -#y{ _�' )4rT„�F 6Jj �� •• ... �. •,, .. ..:..: ... ....wr . ..-.,. 'i r,,.,{i tip. ' City V Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT - Pe r. Permit Number. ILE Issue Date: - , %' ( A. Address or Vicinity of Construc1®521 226 St SU 9510441 tion: � B. T of Work specific): Tin ' 890 - 1 9 � � Type (be p� ): g•tal l ➢ i /4" PE IP Hain from 12' B t:/I. 106 AV V S 12e N ell 226 St SW North 218 C. Co,ntractor: Washington Natural Gas Contact: ']Frank Swgm I I.T ddress: 1122 75 St Sw 2merett Phone: 447-3284 �' 9S203 State License 1i: Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side.Sewer Permit N (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: �,I,< < �_ c F. Pavement or Concrete Cut: ❑ Yes UtNo G. Size of Cut: x H. Charge $ APPLICANT TO READ AND rci INDEMNITY: Applicant understands and by his signature to this application, agrees to holdranz f Edmondsharmlp�s r Q m�yui a amages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made a theCity of Edmonds, y f Its tments or employees, including or not limited to the defense of any legal proceedings including defense costs; and attorney fees by reason of grantg this permit. v THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION F F_'S1 E, ULL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE )ROCFSSED FOR ISSUANCE TO THE API LICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for•Tnspection; Please call the Engineering Dj9Si9n,,,,,7_71-0220...E Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. r I have read the ab%)-e statements and understand the permit requirements and the pink copy of the permit will be available on site at al • s or insp tt n purposes. Signature: �Date: 3-2Q295 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY' USE ONLY APPROVED BY: TIME AUTHORIZED: VOID AFTER �aY 30_ DAYS SPECIAL CONDITIONS: �i A - COMMENTS: RIGHT OF WAY DEPOSIT DISRUPTION ,FEE/FUND 111: RESTORATION FEE: PERMIT FEE: TOTAL FEE: ©� RECEIPT FEE: DATE: ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 Z ; FIELD INSPECTION NOTES Comments Diagram CONTRACTOR CALLED FOR INSPECTION Partial Work Inspection by Work Disapproved By: FINAL APPROVAL BY: _ I' 1 i® (Fund 111 - Route copy to Street Dept.) ❑ YES Date: Date: ❑ NO ♦ 4' Casing Crossin s Loc Dist. Puget. Tel.... T.V. Cable W.N.G. 0 3p PVC- O 1= t E LD LOCI. ` ROPE _ 12 � r.i� ZZco 5T sw 22Cc 6T do' W K11MEN! �' Notes: The City of F Almonds 1) Reld locate all utilities. Call i-800-424-5555 24 hours before digging. 2) Survey is not required 3) Maintain a minimum of 5' horizontal and 3' vertical clearance from all city utilities and appurtenances. 4) Cuts in paving are shown as O 5) )V cuts in paving anticipated. G) TNIS tS A JOtPLT -rF--=:KLc. A PRW EEC.T 4) a- ---fruss S/Z" Casing Cro, incis hoc Dist. Puget. Tel.... T.V. Coble W.N.G. 0 3p PVC- O 0 l= I ;--- I LOG, e Ln LOC- RC) PE 22Co 6T cpW ► � /Odd t WtR O i�OU/1� M �10� wae�. a ni.o.eatosumaat II wo. v M -i/OfD a 'OALM IVMTIO.L Typll�L ►.rr TRBJGH VUAIL Notes: The City of Edmonds 1) Field .locate all utilities. Call 1-800-424-5555 24 hours before digging. 2) Survey is not required 3) Maintain a minimum of 5' horizontal and 3' vertical clearance from all city utilities and appurtenances. 4) Cuts in paving are shown as O 5) _ V _ cuts in paving anticipated. G) THIS iS A --%cm mT -rmetuc.H FIRWMGT'. -4.) &.t_t_. s�uf3s S/g r . , Casing Crossings Loc Dist. Puget. Tel. — T.V.Coble W.N.G. O O 2 3 8 1 %4" PIS CAP FI LLD LOG. 1 2 PROPOO 1'/4•" P1= i P tv(41N1 r I ELp l_OG �o F1E!LD LOC-• I / O ,Al 1 2 PRo D 1'/4-" PE-, 1 P "I'll-IKI A. F- iEL > (HOC.. 1P ROPE •� P t E LD Loc.. ROPE 4 IeLU LAC. O 5 6 I %4 ` TPZb.A.151' 00W i'ITTtweA / p 13' L.l 12' E Q� 9 I V&" Svc, Tim IQpCQ avw Z' 1..1�2Zco S"rSW _ fi t=x Z" 4FVT W 1 �;-, 12i N ccP 26r �96o5 - .,) sz1 ' 22Co 15T cpW ASP 1 W ---� Q f O NO. DESCRIPTION REVISIONS DATE I BY L "Sam C/ daRN MOl.. a N,L dOK'R7d M OO�/F wmrssadug-A or Notes: The City of Edmonds 1) Field.locate all, utilities. Call 1-800-424-5555 24 hours before digging. 2) Survey is not required 3) Maintain a minimum of 5' horizontal and 3' vertical clearance from all city utilities and appurtenances. d 4) Cuts In paving are shown as O 5) 0 cuts in paving anticipated. G) THIS 1$ A Jott-4r -T'Fte-r-jc.t-t FFZWVEGT. }3) at._t_ ---;rruss S/$" 10 — 9 - a 1 I %4" GAP SZ Co30 1 I''/q " x 90 P >✓1.r1_ Cda- 3 Z S s # I TEoT I. r-� D w IP-r--- iBE�- 93o 5 1 T / L BOK so— 4 ( IZ104 l'/4 Te�►�StT101.1 �11Tltillsl �Qr��S 3 1 1�/4' SvG -rse;. H,-;Fs >1 2 14 C=0&-uUt=. U0C A r n tG w 11RZ-, 85- 940 P-10' I'/4"'bDP— it M ?-Ga ITEM i QUANT. r DESCRIPTION STOCK NO. BILL OF MATERIAL PERMITS: fF-p m ON oS 1 /4 SEC: Sv ! 2S - 2-+ -2. %,A• M PLAT: I C,S , C,C,, OP MAP: I Cv4 , G Z M SAM Naltum OCR AVAdIVVtonE&nWgWCOrtpcny AREA: 21'� TAX CODE: SEQ. NO: D.G.R: 4/ 14/9S I '/4" SOR - 1 1 Pe 1 R JT MAI Q F-XT. TO ---f E.iZV r—, : 10521 'L2Co ST S W M4,2K J0H1Q SOLI S. R. DWN:I ICHK'D: IR RR JOB 5351044 - APP'DO� � q� DRAWING A SCALE: (" = 50� APP: iIIMUlIeI., 3 1E) 1044 1 e.�—'��"y"�"i%{n•e< t _ ..; .. ,. jj'''' ".,+PA',i 9'.� .... ; `.. .. ... � v ...�.• _ ""Ww 1,ya�T't� ��ayP�x �4o'�CF� g ... City of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number.4" A Issue D to ' IL ' 9 `J A. Address or Vicinity of Construction: /O bcV o29_6 'S 5 As w ►'} 890 9 ( B. Type of Work (be specific): G e� � 5 a Lis -1 C. Contractor: Contact: Mailing Address: /f Phongi,, .y u:. 'Y f a 13 State License #: , rf Liability'Insurance: , " ' ' Bond: ' D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): 7 E. ❑ Commercial Subdivision ❑ City Project ❑ Utility (PUD--, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other ) INSPECTOR: 42'/L6 'Wo"' INSPECTOR: � � '� `/ 5" F. Pavement or Concrete Cut,: ❑ Yes ❑No G. Size of Cut: L� x H. Charge $ a APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to'hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason o((f granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PE OD OF ONE YEAR�OLLtGHE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH 1S COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with•City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. Ihave read the above s teatsannderstand thepermit requirements and thepink copy of thepermit will be available on a at timction purposes. Signature: Date: ol--- ontractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: TIME AUTHORIZED: VOID AFTER (00 DAYS SPECIAL CONDITIONS: COMMENTS: DATE: RIGHT OF WAY DEPOSIT - DISRUPTION TEE/FUND Ill: RESTORATION FEE: PERMIT TOTAL F RECEIPT IuE• ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES Comments Diagram (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By:, Date: FINAL APPROVAL BY: Date: CITY OF EDMONDS 250 5TH. AVE. N. EDMONDS, WA. 98020 ENGINEERING/PUBLIC WORKS GORDON HYDE RE: JOHNSON SHORT PLAT S-94-62 DEAR MR. HYDE, SEPT. 29TH., 1994 THIS LETTER IS A REQUEST TO WAIVE THE REQUIREMENT FOR FRONTAGE IMPROVEMENTS [ CURBS, GUWTERS, SIDEWALKS] FOR THE ABOVE SHORT PLAT. THERE IS 45 FEET OF FRONTAGE AREA ON 226TH. S.W. AND I WOULD LIKE TO CONTRIBUTE $1,000.00 TO THE CITY FUND FOR FUTURE ROAD IMPROVEMENTS INSTEAD OF INSTALLING SUCH A SMALL AMOUNT OF SIDEWALK. I THINK IT WOULD LOOK OUT OF PLACE TO INSTALL THESE IMPROVEMENTS IN THIS AREA. SIN R Y, MARKJ NSON OWNE City of Edmonds RIGHT-OF-`lAY CONSTRUCTION PERMIT Permit Number. Issue Date A. Address or Vicinity of Construction: y OS21 _ Z2.6, 18 B. Type of Work (be specific): %� /n /(L / / PI141 �It.,l164k.l 90 19 a. P C. Contractor: a � Contact: Mailing Address: �/�1/6—��— Z7 qg Phone: ��_ ytj� to State License #: E�20r�,i�� GJ A 9�b 26 Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial Subdivision ❑ City Project Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : ❑ Yes No G. Size of Cut: x H. Charge APPLICANT TO READ A ID SIGN jn��INDEMNITY: Applicant understands and by his signature to this application, agrees to old the City of Edmonds harmless fro njun ages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS Fth^A;R,E+RIOD OF ONE YEAR w6zi ,WING'P FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION 4E9 WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. / =.�r _ ;3l C. Icy I have read the above statements and understand the permit requirements and the pink copy of the perm it will be available o at all times for in e n purposes. Signature. \ Date: - �9 (Contractor r Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: �tl x5, RIGHT OF WAY DEPOSITI TIME AUTHORIZED: VOIDAFTERDAYS SPECIAL CONDITIONS: a I'i► t�� ^ . COMMENTS: DATE: DISRUPTION FEE/FUND III: RESTORATION FEE: PERMIT FEE: TOTAL FEE: t RECEIPT FEE: r c ISSUED BY: �C NO WORK WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 FIELD INSPECTION NOTES y k 1 (Fund 111 - Route copy to Street Dept.) Comments y Diaoram CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: �� � -,� , r : •'rs�-w•^ 1,;,,. ..1.�.. `yv / c I - ' s, - � �.. y r�, p,,� ,/,^.S-wYt �,5>1�r+:a�rl��Frr`*n��%.'k:lfi�,�'�°.;'Lr� �' �''rav�`�-'?' !�_�l•�,;�ir� "'"n'"'�;` �"-"o"�.��;Y,�,s&L�.%rrr-"s,3%i....i✓;: "���f`fltl'S\>.�18'``''MvY'��"l�-aai'�:+�7}r'1�`^�-+fr,rr^.�'xf+AAn'fn.tili� .y CITY OF EDMONDS FE81719 SIDE SEWER PERMIT B90 .1 9�° pUg1.IGWORKS DEPI PERMIT Ndo 8667 Address of Construction: �270 manly' Property Legal Description (Include all easements): � 3 - 1 �%� —UQ�� lob 3 Spy d2 Owner and/or Contractor: ,/u o H iv Lg S7ry�Al %r Nc. (0145 /'• State License No. Building Permit No. S' l a i O/V 10 Single Family ❑ Multi -Family (No. of Units ) ❑ Commercial ❑ Public I certify that I have read as indicated on the bac Invasion into City Right -of -Way: 0 No ❑ Yes RW Construction Permit No. Cross other Private Property: K No ❑ Yes Attach legal description and copy of recorded easement I shall comply with all city requirements the Permit Card. )_-N-C15 Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE USE ONLY * FOR INSPECTION CALL 771-3, PUBLIC WORKS DEPT. G q'oi ✓� Permit Fee: Issued By �, �CJnLfJ/tJ Trunk Charge: Date Issued: Assessment Fee' Receipt No.: 7 �5 Lid No.: ,C) Partial Inspection: Comments Date Initial Reason Rejected: Date Initial—,"., Final Inspection Approved: Datc:�lnitial ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Bull Copy: Applicant Revised 3190 � The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................ NEW CONSTRUCTION P REPAIRS ❑ LID NO . .................. . ASMT. NO................... OWNER.......................................................r--_--.._.........------........---------- JOB ADDRESS ................ ............".Z: _`........................... .. u CONTRACTOR.-•---•................................•-•--•--•------------•---............_....... PERMIT NO. `�... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO. .................................... .......................................................... .................................... ............... i F...,, -i NAME OF ADDITION .............................................. .. zs� I 4�� 1 ?•v•L Co v� 0-0 r dole Approved: PWW-0001-11175 (REV.11178) DATE .......... ..2:.... .................. By ..... . .................................................. CONSTRUCTION ESTIMATE JOHNSON S.P. CLEARING/GRUBBING GRADING REMOVE UNSUITABLE MATERIAL R GRAVEL BASE CL. B 60CY t? . CRUSHED ROCK BASE COUR. 450 SY i CRUSHED ROCK TOP COUR. 450 SY &;E AC PAVING, GUTTER, THIGKEN EDGE MAILBOX STANDARD CONST. ENTRANCE HYDROSEED SAN. SEWER 6 IN. 281 LF CLEANOUT 3 CONNECT TO EXISITING STORM SEWER 8.IN. 13 LF . STORM SEWER 12 IN. PERF ADS 146 LF STORM SEWER 12 IN CONC. 47 LF INLET, FRAME, GRATE 2 CATCH BASIN, FRAME, GRATE 2 CB TYPE II, 48 IN. W/ F&G 1 WATER SERVICE LINES 500 LF $ 500.00 -' - $875.00-�-- — - $ 300.00 ! . $ 720.00 ✓ _ _ $1, 485.00 $1,080.00✓ - - $ 7, 500.00 $100.00 -! $ 400.00 ✓_ $ 500.00 ✓' $3,512.00 � $1,050.00- $1,100.001" $156.00' $1,752.00 $846.00 $ 730.00� $1,650.00/ $1,600.00� $1, 500.00� _ _(7 pp.vo - _ J 2S0•o� �'dZSvJ 4 s0.00 ,4D5O.00- ZO p.00 l 275.dD (-75.00 bo Q75-Po 8,�o,ov i 9o0.av I gsd.vv k -22S,o L) TOTAL $27,356.00 $ 31i So o SITE DEVELOPMENT SERVI S 310 208th Street S.E. BOTHELL, WASHINGTON 98012 (206) 481-9687 TO 6;1c' n � DATE Z L. y/� L JOB NO. ATTENTION RE: v > WE ARE SENDING YOU Attached ❑ Under separate cover via G- CLv` the following items: ❑ Shop drawings ❑ Prints ['Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION / / �1 v t C— ' c,, v �� `. CAD w. L.A.A .a THESE ARE TRANSMITTED as' checked below: ❑ For approval For your use > �As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections 19 ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO 40% Pre -Consumer Content • 10% Post -Consumer Content SIGNED: PRODUCT 240 � Inc, Groton, Mm 01411, It enclosures are not as noted, kindly notify us at once. 890 19 CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning • Parks and Recreation . Engineering September 9, 1994 Site Development Services 310-208th St. SE Bothell, WA 98012 RE: Proposed Johnson Short Subdivision (S-94-62) Dear Dave: LAURA M. HALL MAYOR The Engineering Division has completed additional review of the subject proposal. The following additions and revisions need to be made prior to construction approval: ,1!Provide a detail for the proposed downspout infiltration systems. The King County detail (page 4.5.1-3) is acceptable. 2. Provide letter of acceptance or copy of approved plan for water and sewer service from Olympic View ate' an Sewe istrict. g 6" !z Jv ©�= ,Revise roadway section o con ity standards by adding a 2" layer of crushed surfacing, top course. Show frontage improvements o 226th St. SW or propose alternative. When the revisions/corrections are c mpleted, be prepared to submit the original drawing as well as returning the enclosed red-lin drawing. A cost estimate must be submitted to be approved for bonding purposes and to flow the City to calculate the review and inspection fee. If there are any questions, do not esitate to contact me at 771-0220. Sincerely, RRDON C. HYDE Engineering Coordinator GCH/cmc Enclosures: Plans and° Calcs cc: Sharon Nolan, Permit Coordinator 20 ("yt A-1-- � r. �c.�rza�►`c �, w �vL 51A rerna'J)05 �►�/�� �c�✓�s `% ��'�.,� Orr. S-94-62.DOC ® lncorporoted r,u�usi 11. I890 d Sister Cities International -- Hekinan, Japan PRELI MI NA R Y -:SH S. W. 114, S. W. 1/4, SEC. 25, �m O�0 �RRT'—PLA T g w . T 2 7 N, 'R. 3 i 'i,iT C,QLl ti..7, CURVE DA7A DEL TA RAD. LEN. Cl 90*00*00" 20.00 31.42 C2 90.100'00' 20.00 31.42 8' WOOD FENCE RECOVERED W.S.I. ,REBAR/CAP WIRE FENCE n SCALE: 1 "=50' 0 25 50 100 MERIDIAN: PLAT OF WESTGATE ESTATES i EXISTING -ORD P. REMMEM 7 226TH ST. S.W. FND. M/C W/1 -� BRASS SQUARE W UN ru rRAI;V CE ' < FND. M/C W/1 1� -- _- �x�e�" �267_00 N�---- BRASS SQUARE W/PI OP= 277.61SSNH ,�MH T INV. E.=266.08+ 226 J ! I� EE�S. W..- _ TH INV. W.� 265.9 � • INV. S.=266. , i F TOP= 280.78 INV tr=26972 i A PORTION OF THE PLAT OF INV. W.=269.1 u)' D 1 : INV. S.=21 a! I ._ ', WESTGATE ES TA TES V-- I I LOT _ AREA 60 Q TOTAL ACREAGE: 41.482±&F. 50 LOT 1 AREA= 12.151fS.F. EXISTING ZONING` RS-12(12.000 S.F.) LOT 2 AREA= 12.154tSF. LOT .3 AREA- 12.641tS.F. BENCH MARK ROAD AREA= 4.536±S.F. SSMH O INTERSEC71ON OF 15TH ST.S.W. AND 7TH PL S. W. EL.EV. -283.24(RIM) I HEREBY CEBTFI' 1HAT INS IW IS BASED UPON AM ACTUAL SURREY Of THE LAND ELBRAGTD R EKA THAT COURSES AND DISTANCES ARE SHOIIN•CORRECILY THEREON AND CO N06 HAKE BEEN STAKED ON THE GROUND AS SHOW KENNETH L. LONG PROFESIONAL LAND SURVEYOR CERTIFICATE NO. 16916 astern 350 o 2700 K urveyors 742-5500 IIIC SHORT PLAT FOR MARK JOHNSON SHORT PLAT NO. JLP 2-15-94 JLP 1 *=50' L. 93124A r r CI TY O F EDMON ENGINEERING REQUIREMENTS FOR PLATS AND SUBDIVISIONS NAME: Mark Johnson FILE NO.: S-94-62 HEARING DATE: VICINITY: 10521 - 226th St. S.W. Req'd Req'd Prior to W/Bldg. Bond Recrding Permit Posted Complete 1. Rights -of -Way for Public Streets: None required. 2. Easements (City utilities, private access, other utilities): Provide all easements as required. x 3. Street improvements (ACP with curb & gutter): Private road width minimum 16 feet plus 18 inches asphalt thickened edge. x Maximum grade 14%. x 4. Street turnaround: On -site turnaround required. x 5. Sidewalks and/or walkways: Concrete s/w 5 feet wide, 5 inches thick required across frontage. x 6. Street lights: 7. Planting strip: 8. Water system improvements (pipelines, fire hydrants, pump stations, telemetering, D.O.H., etc.): Provide serviceto lots 1, 2 and 3. x Connect to Olympic View Water District x system. 9. Sanitary sewer -system improvements (pipe- lines, pump stations, telemetering, D.O.E., etc.): Provide service to lots 1, 2, and 3. x Connect to City system. x 10. Storm sewer system improvements (pipelines, pump station, D.O.E., fisheries, etc.): N/A N/A N/A Provide service to lots 1, 2 and 3. x Connect to City.system. x Engineering Requirement age 2 Req - a ►teq-a Prior to W/Bldg. Bond Recrding Permit Posted Complete 11. On -site drainage (plan per Ord. 1924): On -site detention system required for private road and lots 1, 2, and 3. x 12.. Underground wiring (per Ord. 1387): Required for all new construction. x 13. Excavation and grading (per UBC, Chapter 70): Grading permit required 50 c.y. to 500 c.y. x x SEPA required 500 c.y. plus. 14. Signage (per City Engineer): Provide fire and aid sign. x 15. Survey monumentation (per Ord., Sec. 12.10.120): N/A 11 16. As -built drawings (per City Engineer): x 17. Other requirements: a) Plat showing lots, easements, legal survey info. x b) Legal documents for each lot x c) Field staking - lot corners (by professional surveyor) x d) Maint. agree. (private road & util.) x e) Utility development plan x f) Traffic study g) Others: Lot 1 to access private road; no direct access to 226th 18. Engineering Fees: a) Drainage system design review @ $30/lot x b) Sewer connection charge/LID assessment x c) Subdivision improvement inspection fee- 2..2%. of the- approved cost. est. x d) Other related fees The Engineering requirements have been completed and the subdivision can be recorded. Authorized for recording by: Date: JOHNSON.2/TXTFORMS APPLICATION ROUTING FORM FILE # S-94-62 AND CHECKLIST - FROM--PDMNMG ROUTED TO: RECEIVED BUILDING APR 61994 ENGINEERING 4/5/94 ENGINEERING FIRE DEPARTMENT 4/5/94 PUBLIC WORKS PARKS & RECREATION 4/5/94 COMMENTS: JrE� ITT/� fuG,ic�o�rn�.��i %r���2�xte�r's Owner MARK JOHNSON Property Address 10521 226th ST. SW Date of Application 4/ 4 / 94 Type, Subdivide 1 lot into 3 lots X_Application _X Fee X APO List X Title Report Vicinity Map Elevations Petition (Official Street Map) _Critical Areas Determination COMMENTS X Site Plan for Short Subdivision (8.5 x 11) Site Plan (I I x 17) X Legals (Existing & Proposed) Environmental Assessment Proof of 2-Year Occupancy (ADU) Declarations (Variance & C. U. P.) Environmental Checklist 1 pity of edmonds�`r� , land use application APRo4 19 ❑ ARCHITECTURAL DESIGN BOARD ❑ COMP PLAN CHANGE ❑ CONDITIONAL USE PERMIT -❑ FORMAL SUBDIVISION ❑ HOME OCCUPATION ❑ LOT LINE ADJUSTMENT ❑ OFFICIAL STREET MAP AMEND ❑ PLANNED RESIDENTIAL DEVELOP. ❑ REZONE ❑ SETBACK ADJUSTMENT ❑ SHORELINE PERMIT SHORT SUBDIVISION ❑ STREET VACATION ❑ VARIANCE ❑ RESUBMITTAL FILE # FILE # S '414 �' """ ZONE LS i DATE rrW � `{ (4 `i REC'D BY r_% T ys FEE RECEIPT #�_ HEARING DATE ❑ HE 0 STAFF ❑ PB ❑ ADB ❑ CC ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ APPEALED APPEAL # Applicant 41z-y- s "v Phone 979 -- /yC- G Address 2-Z(.3 u �� ".��� . f 0 Property Address or Location %D Property Owner ✓d r• ✓. 1-0 ,4." s Phone 9 -2 2 A C: Address _'Z"z4-7o SAS "%A✓1"C . I 5, oz.(- Agent Address Phone Tax Acc # LS"z 703 3 - ix 7 - oo c)r Sec. 2-r Twp. 27 Rng. 3 Legal Description 54 Details of Projector Pr5idoposed Use -oLzE- PLw,7— / Lo-r iNn, 3 c-orc. (i0 iyS e'Yt ACT- 2 zu P ) 6z.5 ' / -7 oU.,z- Ex's ri��..� i- do u, s r T-., 0 nJ dz The undersigned applicant and his/her/its heirs, and assigns, in consideration of the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or in part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. The undersigned applicant grants his/her/its permission for public,pffipial )and the staff of the City of Edmonds to enter the subject property for the purpose of inspection and posting a a o this application. SIGNATURE OF APPLICANT/OWNER/AGENT W m WQD (o S m O C' N0 PRELIMINARY SHORT PLAT pe9f,rC 4 i99� 2 a W S. W. 114, S. W. 114, SEC. 25, T. 2 7 N, R. 3 E. o�Nr`r R CURVE DA TA t 0 DEL TA Cl RAO. LEN. J0�5�P-1 c,�Py I C2 90.•'00'00' 20.00 31.42 FND. M C W/1 1/4' P-RAto -�-- F-RAI1'—� CE —' BRASS SQUARE W U TdP-277.61 INV. E.=266.08 ; SSArG V�� 2267N S7REET—'S. W. INK W.a265.96` I F IN S. -v I ! A PORTION OF THE PLAT OF I VftwO WESTGATE ESTATES 60 LOT AREA TOTAL ACREAGE: 41,4821&F. LOT 1 AREA-- 12,1511S F. EXISTING ZONING: RS-12(12,000 S.F.) LOT 2 AREA- 1?,154,*Si F. P� ?E FENCE n SCALE. 1 '= 50' 0 25 50 100 MERIDIAN: PLAT OF WES TGA TE ES TA TES EXISTING "ORD P. REMMEM 7 226 TH S T. S. W. BRASFND. MC S SQUARE/W tol : • a 50 LOT 3 AREA- 12,641tS F. BENCH MARK ROAD AREA= 4,536.tS.F. SSAIH 0 INTERSECTION OF 15TH ST.S.W. AND 7TH PL S. W. ELEV.-283.24(RIAI) I HEREBY CERTFY THAT THIS IUP IS BASED UPON AN ACTUAL SURVEY OF DIE LAND ElMACED THEREIN. THAr COURSES AND DISTANCES ARE SIIDNIV CORRECTLY TIU:REM AND CORNERS HAVE BEEN STAKED CN THE GRWND AS 20W KENNETH L. LONG PROFESIONAL LAND SURVEYOR CERTIFICATE NO. 16916 OASZ12 956 o 2700 SurZ yors 742--5500 C. SHORT . PLAT FOR MARK JOHNSON SHORT PLAT NO. 94 JLP~ �- 1 "= 50' rTMr L 316 1 93124A LEGAL DESCRIPTION - JOHNSON TOTAL PARCEL: JOB NO. 93-124-A MARCH, 1994 L666 ALL THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID -SUBDIVISION; THENCE NORTH 0059158" EAST 20 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 88030155" EAST 45 FEET; THENCE NORTH 37002156" EAST 165.93 FEET; THENCE NORTH 44036137" EAST 122.63 FEET; THENCE NORTH 58047' WEST 130.00 FEET; THENCE NORTH 78*02' WEST 116.98 FEET TO A POINT WHICH BEARS NORTH 0059158" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 0059158" WEST 310.5 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. LOT 1: ALL THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 25; THENCE N.01009'52"E., ALONG THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 20.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE N.01009'52"E., ALONG SAID WESTERLY LINE, A DISTANCE OF 179.37 FEET; THENCE S.70007'56"E., A DISTANCE OF 107.08 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE SOUTH WITH A RADIUS POINT WHICH BEARS S.37013145"W; HAVING A RADIUS OF 20.00 FEET; AND A CENTRAL ANGLE OF 90000100"; A DISTANCE OF 31.42 FEET; THENCE S.37013145"W., A DISTANCE OF 145.08 FEET, MORE OR LESS, TO THE NORTH RIGHT-OF-WAY LINE OF 226TH STREET SW; THENCE N.88020106"W., ALONG THE NORTHERLY LINE OF 226TH STREET SW, A DISTANCE OF 20.41 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. TOGETHER WITH ONE-THIRD INTEREST IN PRIVATE ROAD AND UTILITY EASEMENT. SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. LEGAL\L666 93-124-A 033194 JLP JLP 3-3/--34 PAGE 1 OF 4 LEGAL DESCRIPTION — JOHNSON LOT 2: JOB NO. 93-124—A MARCH, 1994 L666 ALL THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE -NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 25; THENCE N.01009152"E., ALONG THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 199.37 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE N.01°09152"E., A DISTANCE OF 130.90 FEET, MORE OR LESS, TO THE NORTHWEST,CORNER OF SAID PARCEL; THENCE S.77051'11"E., ALONG THE NORTHERLY LINE OF SAID PARCEL, A DISTANCE'OF 77.01 FEET; THENCE S.07006'14"E., A DISTANCE OF 120.93 FEET; THENCE S.52046'58"W., A DISTANCE OF 25.00 FEET; THENCE S.37013'45"W., A DISTANCE OF 20.00 FEET; THENCE N.7000,7156"W., A DISTANCE OF 107.08 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. TOGETHER WITH ONE—THIRD INTEREST IN PRIVATE ROAD AND UTILITY EASEMENT. SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. ? joti WASi' Y, n 1 � 5�Q�Y 16916 ocviaFs 5 — 2 LEGAL\L666 93-124-A 033194 JLP P JLP 3-3j-pq AGE 2 OF 4 0 6, LEGAL DESCRIPTION - JOHNSON LOT 3• JOB NO. 93-104-A MARCH, 1994 L666 ALL THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE 14ORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 25; THENCE N.01009152"E., ALONG THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 330.27 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF SAID PARCEL; THENCE"S.77051111"E., ALONG THE NORTHERLY LINE OF SAID PARCEL, A DISTANCE OF 77.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE S.77051111"E:, A DISTANCE OF 40.10 FEET; - THENCE S.58036'11"E., A DISTANCE OF 130.00 FEET, MORE OR LESS, TO THE NORTHEASTERLY CORNER OF SAID PARCEL; THENCE S.44047'26"W., ALONG THE EASTERLY LINE OF SAID PARCEL, A DISTANCE OF 100.63 FEET; THENCE N.45012'34"W., A DISTANCE OF 23.10 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE WEST WITH A RADIUS POINT WHICH BEARS N.37013145"E.; HAVING A RADIUS OF 20.00 FEET; AND A CENTRAL ANGLE OF 90000100"; A DISTANCE OF 31.42 FEET; THENCE N.52°46158"W., A DISTANCE OF 25.00 FEET; THENCE N.07006'14"W., A DISTANCE OF 120.93 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. TOGETHER WITH ONE-THIRD INTEREST IN PRIVATE ROAD AND UTILITY EASEMENT. SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. LEGAL\L666 93.124-A 033194 JLP PAGE 3 OF 4 1 3-31-9N LEGAL DESCRIPTION — JOHNSON PRIVATE ROAD AND UTILITY EASEMENT: JOB NO. 93-104—A MARCH, 1994 L666 ALL THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 25; THENCE N.01009'52"E., ALONG THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, A DISTANCE OF 20.00 FEET, MORE OR LESS, TO THE NORTH RIGHT—OF—WAY LINE OF 226TH STREET S.W.; THENCE S.88020106"E., ALONG THE NORTHERLY LINE OF 226TH STREET S.W., A DISTANCE OF 20.41 FEET TO THE TRUE POINT OF BEGINNING; THENCE N.3'7013'45"E., A DISTANCE OF 145.08 FEET; THENCE ALONG A CURVE TO THE LEFT; HAVING A RADIUS OF 20.00 FEET; AND A CENTRAL ANGLE OF 90000100"; A DISTANCE OF 31.42 FEET; THENCE N.37013'45"E., A DISTANCE OF 20.00 FEET; THENCE ALONG A NON —TANGENT CURVE TO THE NORTHEAST WITH A RADIUS POINT WHICH BEARS N.37013145"E.; HAVING A RADIUS OF 20.00 FEET; AND A CENTRAL ANGLE OF 90000100"; A DISTANCE OF 31.42 FEET; THENCE S.45012'34"E., A DISTANCE OF 23.10 FEET; THENCE S.44047'26"W., A DISTANCE OF 22.00 FEET; THENCE S.37013'45"W., A DISTANCE OF 165.93 FEET, MORE OR LESS, TO THE NORTHERLY RIGHT—OF—WAY LINE OF 226TH STREET S.W.; THENCE N.88020'06"W., ALONG THE NORTH LINE OF 226TH STREET S.W., A DISTANCE OF 24.59 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. q�r .•�F WA h 'Z 16916 O �L uA Ow"s 5 —25 — LEGAL\L666 93.124•A 033194 JLP PAGE 4 OF 4 JLP 3-31•91f ;r y CITY OF EDMONDSNUMBER USE ZONE PERMIT A Q /' �"*o V.� NUMBER i•F CONSTRUCTION PERMIT APPLICATION v roe S ITE/APT# M /NAMY SINESS ADDRESS ©s ... r / S�.J JnSO11 MAILING LEGAL DESCRIPTION CHECK SUBDIVISIONO. LID NO. wDDRESS o �fS36�� Ave, W t PUBLIC RIW OF WAY PER OFFICIAL STREET MAP, 0 TESCP Approved _O RW Permit Required Ek ZIP TELEPHONE NUM R CI / A/ dvto�s 9$�2 97�-1y66 7f�y_03 2 EXISTING REQUIRED DEDICATION �U Street Use Permit Req'd O Inspection Required PROPOSED Sidewalk Required NAME e A S METE SIZE LINQ SIZE NO. PRV RE UIRED q I /0 a W _ 6URES YES NO 13 ; 0 ADDRESS ',�/ 009 ��6f�, Sir S ('V r REMARKS a Sjpc�, ZL=i�4on 14V ±14 P 1 . CITY e ZIP TELEPHONE NUMBER ti F4v1OKdo; -6 77 - 979 ? NAME s�ralr �� 4 r4 e COn Ud l o O ADORES- / O �� • ENGINEERING MEMO DATED R E BY ZIP �% 55 TE NUMBER �706N"'07 (q FIRE MEMO DATED REVIEWED BY w O STATE LICEN E NUMBER hXFIRA I ION DATE'LL �`.Q, �C Bn% l—I 5 �� 5 SIGN AREA SEPA REVIEW AD ALLOWED PROPOSED COMPLETE EXEMPT Legal Descriptio of Property - include all easements Z ON Ay c n 7 t SHo L O a X S � � �� VARIANCE CU NI IEW..B1 .. TE N V,.•r „ ' 4 /� d Snuur,�'li6✓ dy A, 0 5HAVl e0) A14 a SETBACK �EET�LkIGHTLOT q9PER Z w FRONT SIDE V REAR �% _ 3 Property25'27o3_3-0!7-aoo5 //��11Cy Tax Account REMARKS Parcel No. L_1 NEW RESIDENTIAL PLUMBING r ®,AbDITION 1:1COMMERCIAL MECHANICAL 1 APT. BLDG. LJ SIGN S REMODEL CHECKED BY TYPE OF CONS RUCTION CODE O CUPANT FENCE ElREPAIR CYDS. ( x—FT) DEMOLISH WOODSTOVE SWIM POOL INSERT HOT TUB/SPA SPECIAL INSPECTOR REQUIRED ARE s,r' ;. 2, OCCUPANT 'LOAD GARAGE RETAINING WALL/ CARPORT ROCKERY RENEWAL 13 YES REMARKS O (TYP USE�. q�USINg ss o ACT IT PAIN: h PROGRESS INSPECTIONS PER UBC 305 = ' ca m e 57id;n71017 /`t�'G/% ild OF CRITICAL LS(/IV" I W o m NUMBER //�� NUMBER OF DWELLING AREASLu STORIES UNITS I NUMBER D DESCRIBE Wo K T BE DONE ATTACH PLOT PLAN / ^�I HA=eFINAL -INSPECTIC ,REQUIRED /.'YALUATIOINI r AaId Car 6ata s p w vn{'►+;s� v ��rs PLAN CHECK FEE 1 BUILDING '�• HEAT.SOUR c S GLAZING / 3 0 _....._..... ^• ". K 1 PLUMBINGi. .. . Plan •Check No. — r MECHANICAL 3 This Permit covers work to be done on private property LY. GRADING/FILL Any construction op the public domalri'(curbs, sidew driveways, marquees, etc.) will require separate perms si n. STATE SURCHARGE Permit Application: 180 Days v Permit Limit:1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE 1• ENG. INSPECTION FEE "Applicant, on behalf of his or her spouse, heirs, assigns and N successors in interest, agrees to indemnify, defend and hold ' w harmless the City of Edmonds, Washington, (ts officials, f employees, and agents from any and all claims for damages of PLAN CHECK DEPOSIT �' 3 whatever nature, arising directly or indirectly from the Issuance of this permit. Issuance of this permit shall not be deemed to 0 °x modify, waive or reduce any requirement of any city ordinance s nor limit in any way the City's ability to enforce. any ordinance TOTAL AMOUNT,DUE provision." I hereby acknowledge that I have read this application; that the ATTENTION '\, APPLICATION APPROVAL Information given is correct; and that I am the owner, or the duly authorized agent of the owner. I agree to comply with city and THIS PERMIT '� This application is not arpermit until state laws regulating nstruction; and in doing the work authoriz• AUTHORIZES ed-thereby, o p rs n will be employed in violation of the Labor ONLY THE 1 signed by the Building Official or his/her Code of th to o ashington relating to Workmen's Compensa• WORK NOTED Deputy; and fees are paid, and receipt is tion ur e R W 18.27. INSPECTION acknowledged,in space provided. SIGN T RE R GENT) DATE GN,ED�Ny��,/// DEPARTMENT OF I SI NATURE DATE CITY OF •� EDMONDS CALL FOR LEASE DATE ATTEN ION INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE ��� Owwo UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR LL ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, UBC CHAPTER 3. PINK — Owner GOLD — Assessor CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME NAME OF BUSINES ' ta(- ZIP NAME NUMBER USE PERMIT a �1 ZONE NUMBER J 4V JOB ' SUITE/APT a ADDRESS /n G— --J / ') /'_ 13'711/- PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved ❑ Rw Permit Required ❑ EXISTING REQUIRED DEDICATION Street Use Permit Req'd D Inspection Required ❑ PROPOSED Sidewalk Required ❑ w w SIZE LINE SIZE NO. OF FIXTURKS PRV REQUIRED ,METER YES ❑ NO ❑ 3 cry z ADDRESSEWE U�� ` �• O ENGINEERING MEMO DATED �, /�� Ey�WE BY A a ZIP TELEPHONE NUMBER C �s/!�l/ FIRE MEMO DATED EVIEW BY uj cc �'� o ¢ U STATE LICENSE NUMBER EXPIRATION DATE / SIGN AREA ALLOWED PROPOSED SEPA REVIEW COMPLETE EXEMPT AD O. �t Lega Description of Property -include all easements / SH ELINE0 z O EXP ✓ a / VARIANCE C 9LONIN VIEW BY N '' C SETBACK -L EET HEIGHT LOT CO R Z cal / FRONT �� SIDE / REAR25 z z 15 g REMARKS a Property Tax Accot9-7 �-frR _O Parcel No.!( ® NEW RESIDENTIAL PLUMBING aADDITION COMMERCIAL El MECHANICAL ElREMODEL APT. BLDG. LJ SIGN CHECKED BY TYPE OF CONSTRU TION CODE OCCUPANT GROU FENCE G O6 El REPAIR ICJ CVDS. x—� �� POOL SWIMD HOT TUB SPA DEMOLISH SPECIAL INSPECTOR AREA OCCUPANT INSERTTOVE REOU REO ❑ YES a GARAGE RETAINING WALL/ CARPORT ROCKERY El RENEWAL REMARKS kri O PROGRESS INSPECTIONS PER UBC 305 p (TYPE OF USE, BUSINESS OR ACTT ITY) EXPLAIN: 7_J m Y�� c� Ex uj O NUMBER OF NUMBER OF DWELLING hw,p CRITICAL AREAS CD STORIES UNITSNUMBER DESC BE WORK TO BE DONE (ATTACH PLOT PLAN) `. FINAL INSPECTION REQUIRED I -or O O VALUATION PLAN CHECK FEE FEE N� BUILDING HEAT SOURCE: ' GLAZING PLUMBING Plan Check No. -2 MECHANICAL GRAOINGIFILL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days 4r Kermit Limit: I Year - Provided Work Is Started Within 180 Days . STORM DRAINAGE FEE ENG. INSPECTION FEE "Applicant, on behalf of his or her spouse, heirs, assigns and n successors in Interest, agrees to indemnify, defend and hold 'LOUharmless m the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of iwhatever nature, arising directly or IndlreFtly from the Issuance PLAN CHECK DEPOSIT of this permit. Issuance of this permit shall not be deemed to c modify, waive or reduce any requirement of any city ordinance `. = nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." i d thi a lication' that the PPROVAI I hereby acknowledge that I have rea s PP information given`is correct; and that I am the owner, or the duly ATTENTION APPLICATION A authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until state laws regulating c struction; and in doing the work authoriz AUTHORIZES signed by the Building Official or his/her 9 ed thereby, n p rso ill be employed in violation of the Labor ONLY THE WORK NOTED Deputy; and tees are paid, and receipt is Code of the a of shington relating to Workmen's Compensa• acknowledged in space provided. tion InAura d W 18.27. INSPECTION DEPARTMENT 0 GENTI DATE SIGNED DAYE SIG O F I L' S NATURE WEIN CITY OF DMO DS CALL FOR E" Y DATE ATTE N O N INSPECTION ( IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE MADE AND APPROVAL OR (. ��� O��O ORIGINAL —Fite YELLOW — Irispectlir ' UNTIL A FINAL INSPECTION HAS BEEN A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC �� PINK --Owner GOLD — Assessor CHAPTER 3.r EDMONDS PRE -MOVE INSPECTION PERMIT NO. BLDG. PERMIT NO. 1 2 3 FOR WORK Z AT NEW SITE 11 �Wvjl NTI LACTOR, MOVE CONTRACTOR'S INSURANCE COVERAGE :NAME OF SURETY PROVIDING P.L. do P.D. COVERAGE _27Y.Sk4d CITY -NO. STREET ADDRESS TL STATE 70 / HoAtle, CONTRACTOR'S STATE LICENSE NO;, SITE DESCRIPTION ADDRESS OF PRESENT BUILDING SITE - ATTACH LEGAL DESCRIPTION NAME OFOWNER ADDRESS PHONE MOVING ROUTE CLEARED BY: SNOHOMISH COUNTY &A KING COUNTY Power Company Telephone Company OTHER I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, a duly licensed moving contractor, or the authorized agent of one of these. I agree to comply with city and state laws regulating building relocation; and in doing this work no person will be employed in violation of the Labor Code, State of Washington relating to Workmen's Compensation Insurance. Signature of Owner, Contractor, or Authorized Agent ................ ........................... Signer's i Phone Address......... ----------------------- .......................... No. .7...... 4.................... City. . . ................................... . ............... State ......... ........................ -............................................................................... Date ......... � ZONE & ATE 3 3ff VALID INSURANCE POLICY CHECKED f BY j IDATE 7*—' - BUILDING DESCRIPTION DESCRIBE BASIC CONSTRUCTION & PRESENT USE OF BUILDING: OVERALL LENGTH OF BUILDING: FT. tNHT AS LOADED I WIDTH AS LOADED Bn,AREA FT. PM FT. IT. Iram! POLICE DEPT. APPROVAL OF MOVING ROUTE DATE By: 1hj , :1 Time to Commence Moving: ........................... . ....... .............. . ....... Time to Flnlah Moving, . . . ....................................... FIRE DEPARTMENT CLEARANCE OF ROUTING DATE. 00 ENGINEERING CLEARANCE DATE RELOCATION RECEIPT NO. PERMIT FEE ATTENTION: PERMIT APPROVAL THIS PERMIT THIS PERMIT DOES NOT BECOME AUTHORIZES VALID UNTIL SIGNED BY THE ONLY THE BUILDING OFFICIAL OR HIS DEPU- TY, THE FEES ARE PAID, AND RE - RELOCATION CEIPT IS ACKNOWLEDGED IN THE OF THE SPACE PROVIDED BUILDING NOTED By .............. .. BUILDING INSPECTION DEPARTMENT Date............... /111 ........ ......................... CITY OF EDMONDS DISTRIBUTION OF COPIES. 771-3202 WHITE File (Bldg. Dept.). YELLOW. --Move Inspector' GREEN ' Assessor.. GOLDENROD'.- Polic*6 Dept. - PINK :— Moving Contractorm, 890 CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning • Parks and Recreation • Engineering 19 August 4, 1994 Mailed 8/4/94 Site Development Services 310 - 208th St. SE Bothell, WA 98012 SUBJECT: PROPOSED JOHNSON SHORT SUBDIVISION (S-94-62) Dear Dave: LAURA M. HALL MAYOR The Engineering Division has completed initial review of the subject proposal. The following additions and revisions need to be made prior to construction approval: • Provide design or alternative for sidewalk construction across frontage. • The maintenance agreement for the storm system will be cumbersome. • Detention from Lot 1, which needs to be maintained by Lot 1, should be separated from the street detention which is maintained by all three lots. • See notes on stormwater calculations. • Revise notes as indicated. When the revisions/corrections are completed, please submit two sets of revised plans as well as the enclosed red -lined drawing. If there are any questions do not hesitate to contact me at 771-0220. Sincerely, zor:dotnC.yde Engineering Coordinator GCH/sf Attachments: plans and calcs c: Sharon Nolan, Permit Coordinator - in Alber s` S9462.D0C • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan PLANNING DATA SITE ADDRESS: /052 / 2o`Sl%5u> DATE: ZONING: jeb 1 Z PERMIT#: qW-( z DESCRIPTION: SETBACKS: Required Setbacks: Front:-4,-j6 Left Side:1L12 Right Side: Rear: 2-5 Actual Setbacks: Front:&Left Side:_L�, Right Sider Rear: 25 FLOOR AREA: LOT COVERAGE: Maximum Allowed: ��� Cad Actual: 6?z lT BUILDING HEIGHT: ! Maximum Allowed: 25 f Actual Height: 27. H t SUBDIVISION: 0 CRITICAL AREAS #: °I3 -2rs7 SEPA DETERMINATION: LOT AREA: 12. 41-f I OTHER: Plan Review By: CITY of EDMONDS 200 Dayton Street • Edmonds, Washington 98020 • Telephone (206) 775-2525 Department of Public Works CERTIFIED MAIL /t� Mr. or Mrs. .Carl Jarvis 10521 226th Street S.W. Edmonds, Washington 98020 Re: Sewer Connection for Property Located at 10521 226th.Street S.W., Edmonds Dear Mr. or Mrs. Jarvis: The matter of your sewer connection for the above refer- enced property has been investigated by the Engineering and Water/Sewer Divisions of the Public Works Department. Since the property does not directly abut the.City sanitary sewer main, it is recommended that you petition for a Local Improve- ment District (L.I.D.) with the surrounding neighbors. There- fore, a petition and sketch illustrating the area to be sewered is enclosed. For information related to the petition for this L.I.D please contact Mr. Richard Alien, Assistant City Engineer, at 775-2525, extension 220. Sincerely, LEIF R. LARSON, P.E. Director of Public Works jt Enclosure t' ti t / pqrPV \ - bra I / r Aso Va NNING rc /Cl �. \ ' N�►�tif Ca lcs. ooD z +10 y 41014 - Ave Cm ; 7.3 )-30 plo; �a1 \ 2 6 �y -T N s� sw -o o � S�ree� rl0no, en+ r _.. . &90.199_ City of Edmonds Critical Areas Checklist The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc:) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: r a r K' Jo 111 sd vt Name a; 3o R"Y /� Ave Street Address 6'clmo ►tdlaa s , Ia, 98'22Z i7yy-030 City, State, Phone .. 2 Signatu Date Applicant Representative: Name Street Address City, State, ZIP Phone Signature 1Jate CA FILE NO. 13-DL�-1 Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: 10521 A 22 6 A 9- S 2 W, A 2. Property Tax Account Number: , 52 70 5-3-077 040 5 3. Approximate Site Size (acres or square feet): 3 7 of o0 4. Is this site currently developed? Ryes; no. �1 If yes; how is site developed?_ 51oje Jd�M 1y /rou5 E' 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: O ; Approx. Depth: 7. Site contains areas of seasonal standing water: IYO ; Approx. Depth: What season(s) of the year? 8. Site is in. the floodway- - JVQ floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? 9/0 Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ;meadow ;shrubs ; mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: For city Staff Use only 1. Site is Zoned? 1 2. SCS mapped soil type(s)? 3. Wetland inventory or C.A. map indicates wetland present on site?: 4. Critical Areas inventory or C.A. map indicates Critical Area on site? 5. Site within designated earth subsidence landslide hazard area? A 6. Site designated on the Environmentally Sensitive Areas Map. f�i !DETERMINATION �A S DY RE RED CONDITIONAL WAIVER , WAIVE Reviewed by: !/ 1 PI er Rev 09/29/93 Date June 17, 1974 Memo to: Director of Maintenance & Operation Public Works From: City Engineer�C,,, Subject: Sewer Connection Charges �j Legal Description: Al that portion of the NE 1/4 of the SW 1/4 of the SW 1/4 of Section 25, Township 27 North, Range 3 East, W.M., described as follows: Beginning at the SW corner of said subdivision; thence North 0059158" East 20 feet to point of beginning; thence South 88*30155" East 45 feet; thence North 37°02'56" East 165.93 feet; thence North 44*36137" East 122.63 feet; thence North 58047' West 130 feet; thence North 78*02' West 116.98 feet to a point which bears North 0°59'58" East from the true point of beginning; thence South 0°59'58" West 310.6 feet to the true point of beginning; situate in the County of Snohomish, State of Washington. Commonly known as: 10521 - 226th St. S.W. Owner: Carl Jarvis Z.F.F. Calculation: ( 129.07 ) Z.F.F. x ($7.50 ( ) Lateral x ( ) Unit x ( $ 25 cc: rf $ 968402 Connection Fee _ $ -- Lateral -Charge _ $ 25.00 Trunk Charge $ 10.00 Permit $1,003.02 TOTAL arson Form 6 Memo to: Director of Maintenance & Operation Public Works From: City Engineer Subject: Sewer Connection Charges Legal Description: Date June 17, 1974 RECE/ veo JUN 17 19?4 All that portion of the NE 1/4 of the SW' 1/4 of the SW 1/4 of Section 25, Township 27 North, Range 3 East, W.M., described as follows: Beginning at the SW corner of said subdivision; thence North 0059'58" East 20 feet to point of beginning; thence South 88°30'55" East 45 feet; thence North 37°02'56" East 165.93 feet; thence North 44°36'37" East 122.63 feet; thence North 58047' West 130 feet; thence North 78*02' West 116.98 feet to a point which bears North 0°59'58" East from the true point of beginning; thence South 0059'58" West 310.6 feet to the true point of beginning; situate in the County of Snohomish, State of Washington. 0 Commonly known as: 10521 - 226th St. S.W. Owner: Carl Jarvis Z.F.F. Calculation: ( 129.07 ) Z.F.F. x ($7.50 ) _ ( ) Lateral x ( ) Unit x($ 25 )_ cc: rf $ 968':02 Connection Fee $ -- Lateral Charge $ 25.00 Trunk Charge $ 10.00 Permit $1,003.02 TOTAL .R. arson • Form 6 Ct�efl to . 8 i o , a N T'r• 2-�6 -qs t3� t{c..h �JV7 �7z l2 SW 1/41 S-W 1/4, SEC. 250 T 27 N., R.4 E., W M. DOWNSPOUT INF/LJ" 7_10N AKeA, LOT0Z — (S EE DE?AIL, SHT Z) TYp) / / / I / I � I I� N 1 0 V� N ICGE I ° Z SL-3 SL -Z O LOT N G k\77 Ile \\ \ 084. 09 \ \ I LOT \ /E= 2'77 7Z /. 60T7_0M DF NEW D/TCH. Ud i �E�CST MB WM. /E� Z ��• 3 `,� E kTE/VD /06' -` TO WEST. 0 tc EGOCAT2- MB -�V WM END AT Ea'ST Z-WV l CIJGV. 411VOl'i . SET Z NEW WM S F42 �_ ors 0 fl (�) DOWNSPOUT" / F/LT2AT1 ON A k"i LOT -5 �k \k 1.10 \ LOT NOTES /U LOT 1, 2,�3 /N.FILTeAT/ON 5y57_,!5M5 TO BE 56'& T W/ 77H //VDI V /DU/4L. LOT BU/GD/NG PE%'M/TS. 2� p iii T/ L.E 11CON (Dr) P/PF" SIVA/_ /_ RF C/_ 5,;7_ O� �� 01�9,tb 0 2E"000ATE (1- 6 T 3O) i Q I I ' I , Z Zgl Z8�•Z / tJ I Ex S-r c� rNO T PA �\ OF PZ_AT) �1 / Gf; 2A G to "SSS of., M//V SHED 0 Y�OPOSED DWY 0 N SNED 1 (v LF-8"Or U Z.0/ N co's @ /oo'o. c., MAX. � o TEE= 1E=Z7Z 04 44 J ZBo . 1. Arrange and attend preconstruction meeting with City of Edmonds inspector. 2. Flag clearing limits. 3. Install gravel construction entrance. 4. Install utilities and roadway infiltration system. 5. Seal all catch basins during construction. Allow no silt or storm drainage enter infiltration system prior to all surfaces being stabilized with vegetation, gravel or asphalt. Any silt entering the system shall be cleaned out of the catch basins before it reaches within 12 inches of the pipe inverts. 6. Seed or surface: disturbed areas. oaa r R = 25' min. 12" min. - 4'- 8' Quarry Spalls .qs re 011,i /r c/ site dice `� 04- a�ress �/(h to 5a e,oil \/e /es 4� s /6 (Or ee \,6aSO/ 012e Provide Full Width of Ingress/Egress Area GRAVEL CONSTRUCTION ENTRANCE 265 075 PE1c'F%',4-r, ApS, LEVZL C Z77 7 2 ADS, LEVEL @ Z7lo. Zb eEMOVA5LE /Z" TEE WICAP ON 8OT'TOM; /CE/ o VA/3L. E OPE/V ON TOP. To P /Z // EGgOyv/ Typ ELEV = TOP OF r1/Pe- 7D NORPTH. ROADSIDE INFILTRATION SYSTEM PROF[ LE NOTES: ExsT 2Es. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF EDMONDS AND THE STANDARD SPECIFICATIONS FOR MUNICIPAL, PUBLIC WORKS CONSTRUCTION, 199,1. 2. CONNECT ALL ROOF DRAINS TO INFILTRATION SYSTEMS, AS SHOWN ON PLAN. EACH LOT HAS ITS OV✓N SYSTEM. 3 "ADS" PIPE SHALL BE SINGLE; WALL CORRUGATED POLYETHYLENE. 4. CONCRETE 12" STORM DRAIN PIPE SHALL BE NON -REINFORCED ASTM C-76. 5. SANITARY SEWER PIPE SHALL BE PVC ASTM 3034, SDR 35. 6. CALL ENGINEERING DIVISION (771-022D) FOR PREBACKFILL AND FINAL INSPECTIONS. 80 30 7 • INAGERESPONSIBILITY SYSTEMSOONOPRIVATENAND PROPERTYNISNTHEE OF ZDRAINAGE RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL SHALL BE REMOVED FROM CATCH BASINS PRIOR TO ANY SILT ENTERING THE INFILTRATION PIPING. 8. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND ALL O TOP = oeo.78 UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL VERIFY INV.E= Z6,57 05 LOCATIONS AND ELEVATIONS AS REQUIRED. CALL 1-800-424- INV. W. = Z,1,9. I 1 5555 FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. INV. S. = Z6,9.15 9. THE CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AT ALL TIMES UNTIL PROJECT LiJ COMPLETION. ENSURE SILT DOES NOT ENTER OFF -SITE STORM Q I DRAIN SYSTEMS AND MATERIAL IS NOT TRACKED ONTO CITY STREETS. TESC MEASURES SHOWN ON THESE PLANS ARE A In GUIDE. THE CITY'S INSPECTOR MAY REQUIRE ADDITIONAL 0 MEASURES. �/ 1 YCiIY a P�[4 Dl W(CL5 j - - I - -- -- -- -- �f ---nfir t VICINITY MAP 20' CUT Oe G/LG, Z//- /V 2` ASPN CGNC CL.F Z"OF c-lCVS/-1 E'D SUlif TOP CO L)[CS E OV,!-=JL >N 7-X,4770N 41/4F / %¢ /' MINUS C/?US//Ep 6W1 VEL. SYSTEM. SEE CONJ/'ACT TO 95% dF 0177-/MO" SECTZ01V ©. 7WEoI'/ 77C,4 L. . 7"�f/c,�ENED ��G�r1SPH �-CrTrE,� ROADWAY SECTION_i I"- 5'' 9AC,KF-IL L ('S/ 7"E S-OILS) S, .31¢ TO / %Z" >y,4511EO 6WVEZ.. .25' il�--INI_51-lED GeADE" M/N NON— WOVE// FI&7T�X 5491iFIC- Lt/?AP G, ,,9 VEL EJVT//r'EL y ADS ROADS1 DE INFILTRATION SYSTEM SECTION pPO5f G, D6 U, G,rli AS>, or �crst�� slQtvA>.'�' SITE DEVELOPMENT SERVICES 310 208TH 5T SE ffixriltfS �� BOTHELL, WA 08012 481-0687 8/Z5/94 1rev1"se01 Per Ciei Cammeiles, etc. JOHNSON SHORT PLAT (5-94-6z) DATE: 8- Z 5- 9 4 DES: C3 C D SCALE: I " = 2C%' DWN: V C G DRAINAGE PLAN MARK JOHNSON 979- 146`61 Z Z &30 -86 _r14 Ave W ' EDM©/VDS, WA. veOZln Fz t-,l v We-tt n, L "I tAA K -------------- w t+t, L Wo,,4Aa V06k ie-v 11 L 0 .4 SEE PLAN P-vo�Ra (it walmll &Na I Vt is 8 D 8 SITE DEVELOPMENT SERVICES 310 208TH ST SE BOMD.L. WA 98012 JOHNSON SHORT PLAT DATE: 9-1&-94 DES: D (!2 SCALE: A S N 0 7E- E) DWN: V C. G D ETA I LS J 0 H N S ON 2 2 SW 1/4) S-W 1/41 SEC. 21:,�y T 27N, R.4 E. W M. DOWNSPOUT INF1L-r/tA IoN AK -A, LoT Z I� / / / r q� QIt-4 J r ` D � (P ! 3 I S r ,o o (� � I I< / CG &A/r'/NG 1, TS I x I bDWNSP6U I N FI LT/c'AT I ON A2EA, LaT lI �I I EXST A PSH V9 4� NoTEs /0 LOT I, 2, � 3 /N.FI LTeAT/ON 5y5T�M TO BE !341/G T W/ 7-14 //VD / V 10 (),4 Z- LOT HU/LD/NG pE/2Ml TS. pOWNSPDUT / /LT2ATION ZO DUGT/LE /20N �DI> LOT PIPE- SHAG L 19E' CZ- 50. � k s lzEMO VC s\ � I I � 0 LOT 3 2CL0CATE("OT C N N G T N Z v �\ I \-� Zgl' Z8J•2\ \ \ Z84. 09 1 c I C ` \ \ I LOT I � ,��,• �. ,,� � a SLc �No T PA Af T �\ TE=280.8 N QF PZ_AT) I \ %E= Z77 7Z ' /ODZF/NWE SZ Z, /Z 16yo EASEMENT ------r_ .._ -- sJa Ea C 0 TE= Z79.92 / �o /E=277-7Z(-No`E)\\ / P'COPOSED DWY m 1E=Z7�.Z,! 5) /� 00 N SHED q�fLF /Z"pE�PF�}DS LEVEL `v n sc-I Q C B'` / Tf/PE /-L (� �• ,Fs co la L F-8 "Ol Z. 0 I N s 8 7-E= Z 76,40 / Co's @ /oo'a C., NAX I r ] lE= 27` 20 ` LET #Z 1.51ASP14 TE- Z79. 3 7- 0 TTC-.tif lE= 277. 04 ` Zgo44 1 II r _ J g,5 NELt/ /�ZWATE2 SE-/2VICE,S, 3 Eq p,-/ o �a cLEAAe//VG/M/Ts DITCH SECTION NEw 3/g„ '70 43 WMs•, .3EA I IN V. E. = ZL �.OS //VV.W=Z�598 l/VV. S•= 06&.0I �I Lij < -l3oT7-oN/ oF- /VEW D/TCH. CO I E uTEND 1061 TW� O S7: 0 ENO A T EXST DlN/ C/J V. l 4 / 6, HOUSE � Z1'•8 q ' 7LF-8"Ds0 ZO/ ASPHALT /NS \ TALL G2AVEL ENT2141VCE pU2/NCB CaN5T1Z \ I c- 9'R 10, \\ - 2 ,Y- X x x X x1 \ � F�iVCE .t'E/1'Ip -t-7/7- T IVES T - - AIL a ss ri rl t-% T' t 1 � c. r0 ► n 5 I K �. E T SW 47LP-IZ"CONC @/. :5�5 as E LET CONSTRUCTION SEQUENCE: 7�= Z 77. ,50 -EXST � MB F` wx /�- Z7� 3¢ 1. Arrange and attend preconstruction k'ELOCATEMBl?rWM meeting with City of Edmonds inspector. 41/V027_1i. SET 2 2. Flag clearing limits. /VEW WMS F02 3. Install gravel construction entrance. /� 4. Install utilities and roadway infiltration system. 5. Seal all catch basins during construction. Allow no silt or storm drainage enter infiltration system prior to all surfaces being stabilized with vegetation, gravel or asphalt. Any silt entering the system shall be cleaned out of the catch basins before it reaches within 12 inches of the pipe inverts. 6. Seed or surface disturbed areas. N �66, oa R = 25' min. 12" min. 4' - 8' Quarry Spalls qs 700 AewI au yea s;re 0190, &' ce dc�eoSD• ply �f e i�ss 'k� ayb rh8% Or of 0 easo Provide Full Width of Ingress/Egress Area GRAVEL CONSTP,UCTION ENTRANCE �w � l� L �� av �-) � v ��o �US F//V/SHED GRADE EXST GLADE N 285 280 32" /Z" PE/�FO/eATED �IOS, L -L.. C, EVZ 2 77 7 z ADS, LEVEL @ 2710. 26 eEMOVA15LE /Z" TEE W1 CAPON 5D TTOM; KEMO i/AFjL E op ON 7OO TO o /Z" El-B0W) TyF ELEV = TOP OF 70 NO eTH. ROADSI DE I N FI LTRATI ON SYSTEM PP\OFI L E 2o0.3o = 0 O TOP = 280.78 INV.E= Z(0� Z5 INV.W.= Z69. 11 INV.S.=Z6,9./5 LLJ <I 0 NOTES: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF EDMONDS AND THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION, 199.1. 2. CONNECT ALL ROOF DRAINS TO INFILTRATION SYSTEMS, AS SHOWN ON PLAN. 3 "ADS" PIPE SHALL BE SINGLE WALL CORRUGATED POLYETHYLENE. 4. CONCRETE 12" STORM DRAIN PIPE SHALL BE NON -REINFORCED ASTM C-76. 5. SANITARY SEWER PIPE SHALL BE PVC ASTM 3034, SDR 35. 6. CALL ENGINEERING DIVISION (771-0220) FOR PREBACKFILL AND FINAL INSPECTIONS. 7. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE SYSTEMS ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. MATERIALSHALL BE REMOVED FROM CATCH BASINS PRIOR TO ANY SILT .ENTERING THE INFILTRATION PIPING. t B. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS AS REQUIRED. CALL 1-800-424- 5555 FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. 9. THE CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AT ALL TIMES UNTIL PROJECT COMPLETION. ENSURE SILT DOES NOT ENTER OFF -SITE STORM. DRAIN SYSTEMS AND MATERIAL IS NOT TRACKED ONTO CITY STREETS. TESC MEASURES SHOWN ON THESE PLANS ARE A GUIDE. THE CITY'S INSPECTOR MAY REQUIRE ADDITIONAL MEASURES. T j1l yrj. .Sy ' nPits i I' 21 ri I -4 VICINITY MAP ZO' O77e/ CUT 0R FILZ_, ZH- lV A spH CONC CLF INF/LT/i'AT/Or�'' IVINaS-S rr'S TEM. SEE TD 95 % O,CSECT/DillC,4 L. EDGE ASPH GUrTE,e ROADWAY SECTION Ij1=51 A BACKFYL L ('S/T,E SO/Z.S) 7-6 / WgsHED aRAVEe�, NON WaVEN F/LT�2 P,4B.P/G, Lt115911:7 WASPfE 6!k°,9 VEG eSNT/?EL Y /2 "7--EP ADS nm•� .25' ,�/N/Sf�ED Gk'ADE 's M/N 's. NI &, ROADSIDE INFILTRATION SYSTEM SECTION tll� 1"= Z' B 5 G • U 0 ,,,1," t �{{�� 2 J�7 r}' G �EG,STf SlQNA X111"Is S Z.�1.. SITE DEVELOPMENT SERVICES 310 208TH ST SE BOTHEU- WA 98012 ae1 �es•r S/Z5/94- eevisea/Pev Cite Cammei�� ,etc. JOHNSON SHORT PLAT (5-94-66 DATE: DES: D C D SCALE: 20 I DWN: V C G DRAINAGE PLAN MAPK JONIVSON Z 2 (!�v.30 -eO TN AVe W EDMO/VDS, WA. 9800lo 97 9- 14-6, SW. 1/4) S-W 1/4 0 SEC. 25$ T 27 N., R.4 E., W M. �218�� 1 1 DOWNSPOUT INFIL7"/�ATIoN / AKcA, L.07- , DoWNSPOVr / /L.T9AT1 ON AeE-A, LOT P-Z �ZO' 0 II o 218• . / I l CZ)L_j sy� SL -Z O / V / I LOT \ w 3 ` 1/s / N �19 / 0 • / I C x L//W / Ts I000 I � \ 28g• 09 I .. 'I o o LOT >1 CLEAIF/NG N /E=277 7Z s_ L/M/TS 0� /0'D/;4IMSE 72LF=/Z LEl/EL. x Z19 EA e5MENT C B #' Z (7-WEk-�S I TE= Z79.92 � /C= Z 77- 7Z �iv F`E� \� /E=Z7,1".Z0�5� 94LF /Z`OErPFADs, LEYEL 218,18 .- 0'' co TE= Z78, 40 IE=Z7lo. ZO EXSTT I A PSH ZH: /V ' ` DITCH SECTION NEw WMs., .3EA I 1 c-,,IL- / i L//-/ c../ /vc vv v/ I L.n. E yTeA1D 706' -t TO W8ST. ENO AT EXST DWy CL/L.V. lc ELOCAT� M,5 `WM 4' NOreTH• SET Z NEW WM S F2)2 �_OTs0g0. NOTES : /0 LOT Z �` 3 /NF/LTCAT/ON 5S�5TEM5 TO FE 5PIZ-T W/ TI4 /IVDJ V JDU,4G. L0T 91//LD//V6 PE2MI7-S. 0 P11c r/LE- 11CON ('0r) P/PE' 5H,4 Z, L S&- C_ Z_ 50. 28�-I0 \k �-- l2EMo VE tiS�o Sy�o 1 i � SS h� A�4 C LOT 1 I \ 1 � 2EGOCATT� 07- I , 1 � 0281'a9 � 6 - 20'R 28 /• S T , Ex s co 1 z8o 6 ('NOT PA%'T OF PZ_ A T) i GArCA �. 4� CD- 6 2S 0 1 I�co's G /oo'a. c., MAX. l iIVLEr#Z I TE= Z79.32 IE= Z77. e4 I k 1 44 '60. /V -198' ZO' Q 6 Z�9.23 2! 7.00 g.91 21 \ J 219 yY _ Zgo 30 Zgo - 1. Arrange and attend preconstruction meeting with City of Edmonds inspector. 2. Flag clearing limits. 3. Install gravel construction entrance. 4. Install utilities and roadway infiltration system. 5. Seal all catch basins during construction. Allow no silt or storm drainage enter infiltration system prior to all surfaces being stabilized with vegetation, gravel or asphalt. Any silt entering the system shall be cleaned out of the catch basins before it reaches within 12 inches of the pipe inverts. 6. Seed or surface disturbed areas. J W 3N = lV TYPE 1zEMDV,9/3LC /Z" �Lfs- OJT/, TYP Ze\�,q'?,o"N6 R = 25' min. 12" min. 4' - 8' Quarry Spalls qs 100 Re9V�r reds dj, ed sres oed, exoe Gore to O`�°+;0b srha'� Q`bE \asoj one Provide Full Width of Ingress/Egress Area GRAVEL CONSTRUCTION ENTRANCE -- / C- i- G A-T vn-/-1 / C-- /-- ADS, LEVEL @ z7772 eEMO VAF5LE / Z " TEE W/CAP DN BOTTOM; �PE/Y ON TOP. To P ELLEV = TOP OF- /�/Pe- 70 NO e7-H. ROADSIDE INFILTRATION SYSTEM PROFILE, I It= 91 0 TOP = 280.78 IN E = Z& 9 Z5 I NV. W. = 2e,19. I I j' I NV. S. = E 6,9.15 Lj Q I L� 0 265 075 NOTES: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF EDMONDS AND THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION, 1981. 2. CONNECT ALL ROOF DRAINS TO INFILTRATION SYSTEMS, AS SHOWN ON PLAN. 3 "ADS" PIPE SHALL BE SINGLE WALL CORRUGATED POLYETHYLENE. 4. CONCRETE 12" STORM DRAIN PIPE SHALL BE NON -REINFORCED ASTM C-76. 5. SANITARY SEWER PIPE SHALL BE PVC ASTM 3034, SDR�35. 6. CALL ENGINEERING DIVISION (771-3202) FOR PREBACKFILL AND FINAL INSPECTIONS. 7. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE SYSTEMS ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL SHALL BE REMOVED FROM CATCH BASINS PRIOR TO ANY SILT ENTERING THE INFILTRATION PIPING. 8. LOCATION OF EXISTING UTILITIES IS APPROXIMATE A4D ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS AS REQUIRED. CALL 1-800-424- 5555 FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. 9. THE CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AT ALL TIMES UNTIL PROJECT COMPLETION. ENSURE SILT DOES NOT ENTER OFF -SITE STORM DRAIN. SYSTEMS AND MATERIAL IS NOT TRACKED ONTO CITY STREETS. TESC MEASURES SHOWN ON THESE PLANS ARE A GUIDE. THE CITY'S INSPECTOR MAY REQUIRE ADDITIONAL MEASURES. 14 VICINITY MAP 20' .2s' CUT OTC' F/LL, ZH: /V LZA'.ASPIq CONC CL.F J/YF/GT2.4 T/ON/-7 4 "DF" -/%¢ '' MIN1,15 - SV5TEM. SEEGdMF�}GT TO 9.5 % OF OP7-/MUM SECT7ON ®. 7745-0/F/ TC.4 Z_ "1-11r- NE"D EDC� ASPH G-&TTE,e ROADWAY SECTION 11 =, 51 A BACKF/LL �S/TESO/GS� ,C/N/SHED Gk'ADE WASHED egRAVEL MIN NON- WOVEN - - F"/6TE/2' Lt//c'.9P WA Sl�ED I iv 6!IeAVEL FWT/?EL y' I ADS ROADS1 DE INFILTRATION SYSTEM SECTION B G. DQ AS JUL 2 3 15182 CIS I ER'� � sfQIVAL Zr,K&S s 8 D S SITE DEVELOPMENT SERVICES 310 208TH ST SE BOTHELL WA OW12 481-9687 JOHNSON SHORT PLAT (5-94-66 DATE: DES: D C p SCALE: I ZO ' DWN: \/ C G DRAINAGE PLAN MARK JOHNSUN ZZ&30-887-A4 A}VE W E•DMD/YDS WA. `:5!,8026v ' OF= SW. 1/4., S-W 1/4, SEC. 250 T 27 N R. 4 E DOWNSPOUT /NFILM4T/oN AraA, LOT n — (SEG DETA/L.� SHT Z) TYP) / / II / 1 I I I I i I CGEAiP/NG LIM/T5 — I �— I DowNspou-' I N i=1 LT/2ATI oAt AMEf•1, L6T l0j —_1, 4-~1 / 901/0/ u/- /VGVV L/// L-,/7. w I ekTE1V0 106" -t- TO ,W8S7: 0 elVj9 AT CXG7- 01'✓f! CIJGV. I — --I 0 2?8•ll° 5L -Z LOT 0 SL-3 CLE,i}R NG �-- -10b� Z82 -----� �\ Z84.09 \ \ I LOT I-- � \\ Vre 08,6.8 7Z ' rEGOCATE' M,6 -!P` WM ¢//V0/27-H. SET 2 ilo 'w WAIs Fat. OT.S 0 f O , powNSPDU r /G.T/eAT I oN A&EA, LOT NOTE5 : /Q GOT 1, g, of`3 /NF/Z-T�CAT/ON 5�S7�'MS TO BE BU/G T 1'V/ 7'H JND! V 10U,41- GOT BUILDING PERM1 T.S. Q PUc T/LE 11CON �vr� P/PE' Sf4AG L• r3E" CG 5z RELOCAT5cOT ®) yy ('NOT PA)tT OF PGAT> `-- "SSS @ Z y" /Y1 UV P�Of�SED DLdY I INLET �r2 / -rr-- 7-7GI 27 / N SCALE: 1 "= Zo' 0 10 20 ¢p VE2T1 CA L DATUM MANAaLE R 15 TH 5T. SW 4`7T14PZ,SW. ELEV=Z8iZ¢ C,eiM) )L S -t— C3�-GZA/ITCHFE/VCE' REIVO VyG 7-0bVES T - r Z�8.59 SS .,o V1 2*79 - - w w � 1. Arrange and attend preconstruction meeting with City of Edmonds inspector. 2. Flag clearing limits. 3. Install -gravel construction entrance. 4. Install utilities and roadway infiltration system. 5. Seal all catch basins during construction. Allow Lno silt or storm drainage enter infiltration system prior to all surfaces being stabilized with vegetation, gravel or asphalt. Any silt entering the system shall be cleaned out of the catch basins before it reaches within 12 inches of the pipe inverts. 6. Seed or surface disturbed aieas. 3H *IV T YP—� ' `. �` ,0, r • °` :� sl 1 s ` is �>� ' i A 1 Y NAPE SVI" A it YOSf 4 s !Li. fi L t . h - t1EhORtACt' + p}t f' gr�r91i tit,: J { +„ ' u (•,, s 7 A AWTUARY HCMCLI WY v m r '� . ■ PARK t kwc �t4 tl tH t �} :tip wn M t1sTM a ...7 Le. Re - P •`'r--< nmt ! .700, 9l/i --- — _ a reQ(/ !%jjn re4r ,i Po1Hr EWMDS� fl ..TM <' <' C 2 7TH ST - } a`Sile lea e'rC T • r ,Sw s 1p ep Qy, owe �lh SO { I ���°a ex'dose lhd� ell �A ro/'be j�` �.) N;L a ,. `" \� - - SQ// GJ .. _ ! •, Q�(' m - -_ 1 . ---.----,-.,,... . • it ILL }x �26T11 tM ?� � :� zrarH �� 1 "'I ',: d SY MN IZMa '}`''� DEER NCIH PL SW do t. + - -% %/►'^ DARI'l� "^th,w•, a a 1, , �, I +, pJ, �) sue, ' a . F , - y��i '' ■,+ isf ; S / / !.—w 1 ' ,p - ,� R• s ,.jam _ IM'. •W r 1 J !C iH 51� E 'i - , _ . R a 25' min.MW rani d 12" min. WWA S - p� , p ff,'u'!q I �¢ N is' $i_ y z�r ty. F3,"-r # t k � � 1 W z TH % nERS P,0057 '< _ a 91'. 1.RD �>23 r11w \i,•Sy + LpniS lY Iatt `r r, 4' - 8' Quarry SpalIs ! NVCHPU j a rL 4i • S .R • MLLS T H Sr^ SH 2:� F I.JT�37�_p, 3@•., ='-,'q��.'�m,«w �� , a 23M ST SW 23 PL = J i .. 1� - STM r r... .) W _� . �1Lh, r��I.���jjj f��� ,� 3r _ ,. ;; , Provide Full Width of 7 TD1 POLL O ` lx kH U I O ?`M':! 1241:7' V 1 III, ry ALJ_ Ingress/Egress Area g: f MJ�ltHAv1R PGRAVEL CONSTRUC ION ENTRANCE VICINITY MA N ' 1 • r f'' ,i i }i{ O / 25 / 5' r/ Z 5r IQ`ADE ZIddl r i ---- -- - - ---- 0 CUT OR FILL, ZHIVV =, ----------------- 28O 2"ASPH C(>/VC CL.F Z" OF C1C 615HED s U2F' Top co ulcs E OVE/� I 1NF/LT/r,477LIN 4'/OF / %¢ " /�?//✓US C/�US'HED G'�P�I 1/�'G SYSTEM. SEE COMPACT TO 9S/ 4," OP%/MUM ' r , sec T/ON�. '7�.�l�s:o/�/77C.4G. 5 a 27 /Z// pE2F'ORATED , �' PE/eFo2A_re5D ADs� LEv�L z�� 2 ROADWAY S EC N'�', 17,7l0. Zb ee5lwoV14/3LE /Z" -TEE1��- WICAP ON .5207`TO1V; /C'EMOV/�BL� 0PE/Y O /(� // wd/ /V, TT P ...�,.................... _ = _..._ ..._ TO /VOe7-H BAC,�F/L L �S/TE'Sa/L � ,c'/N/Sf�EIJ ; C/'f•14F; ROADSIDE INFILTRATION SYSTEM PROF LE Z 1�s/AS/aED �kAV�'G M1N NON- WaVE/I/ — l,✓�P Will SL%�'.D � � 1, S t Y',;#ix i ' NOTES: GL'AVEL Fll/Tl?�G'/ r rE - ,kl � 1. .ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY g OF EDMONDS AND THE STANDARD SPECIFICATIONS FOR.;" �}DS MUNICIPAL PUBLIC WORKS CONSTRUCTION, 199,1. 2. CONNECT ALL ROOF DRAINS TO INFILTRATION SYSTEMS, AS SHOWN ON PLAN. E,gCN LOT HAS ITS OWN SYSTEiUI.. ROADS IDE I N Fl LTRAT.I ON 3 "ADS" PIPE SHALL BE SINGLE WALL CORRUGATED SYSTEM: POLYETHYLENE. SECT-10-N 4. CONCRETE 12". STORM DRAIN PIPE SHALL 'BE NON -REINFORCED ASTM C-7 6 . / 5. SANITARY SEWER PIPE SHALL BE PVC ASTM 3034, SDR 35. S� 6. CALL ENGINEERING DIVISION (771-0220) FOR- PREBACKFILL G• DUiTO AND FINAL INSPECTIONS. o� ' K ` -- - 7 : RESPONSIBILITY FOR OPERATION AND MAINTENANCE' OF } + r Yl� # 1 r C , DRAINAGE SYSTEMS ON PRIVATE PROPERTY IS THE _ RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL SHALL BE REMOVED FROM CATCH BASINS PRIOR TO ANY SILT ENTERING THE INFILTRATION PIPING. 8. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND ALL 0 TOP = 080.78 UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL VERIFY INV.E= 46,9 05 LOCATIONS AND ELEVATIONS AS REQUIRED. CALL 1-800-424- 1NV.W. Z69.I1 5555 FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. INV. S. = ZL9.15 9. THE CONTRACTOR IS RESPONSIBLE FOR .EROSION AND SEDIMENTATION CONTROL AT ALL.TIMES UNTIL PROJECT 0 LU COMPLETION. ENSURE SILT DOES NOT ENTER OFF -SITE STORM... Q g DRAIN SYSTEMS AND MATERIAL IS NOT TRACKED ONTO CITY (/�< STREETS. TESC MEASURES SHOWN ON THESE PLANS ARE A LO GUIDE. THE CITY'S INSPECTOR MAY REQUIRE ADDITIONAL O MEASURES. (A� • je� C� ' I1 151g2 F SjONAL SITE DEVELOPI, 7 SER4l9C S ' +-i 310 208TH°,`S �` SE+aj BOTHELL WA +; 98012 :tea 9/23/9SL h'E�1sea'Pev� G/ �� Cammer�t5. SIZ504 c�evi"secl�Pev Citl Cammei�ts, etc. JOHNSON SHORT:- PLAT".(S 4 �Z) DATE: 8- 0:5 94 DES: D C. C> ' ° � '''>� t ,! 1 - ra SCALE: I " = 20' DWN: V C Gyr DRAI NAGS PLAN { a MA2K JOHNSON 979- 146& Z 2l030 -86 TN AVE W EDNO/YDS, W, 4. 9,84216P , r hIW 0 if � s i t} •.i pi`i+ri {rtl'.�13 jaty7s�ff Njr fi�tt V, s� rj ii, t sY ,i �t•t ylt ,ptdi'r- -i Yii ,:,..t Ic i': •� Z 1 f a `1 f iy..t d'flai' k j 'L r �3;i I11 -rYL {�, ntSt.� Act.1 C_t.N F.d,�•tt-i'� .� . �kfK � ' , ' °} i' Vi�V,/ f_ i -rti �1 •; c t •i. i l _ •�tit,i Y li,i,xj+ e hif ik st ft � t Ove- ' 0-P-VVtc�[oull�c� - �p�tytl black 1 taut_ — O iial,�a'Yifiik w ; _. � hcwL l � y fv►Ch 5 ltitt>t t � � � ;` � , ;� fz > � �� � . hcveeu �� ��� _ ��f i; , a� via(( acts"61c) _ IJyayie" 1�` wttu f r O�yeV�Ct�1B•4i �e�� 4-lv a 6 �er� ad)p� x lo° pevVa ppe. 4`' AC(,epl'ablckOv pbW�spoJitS(✓eVS1owht�h{'ev�s +vehct� pp evr}-Irel wt+� tAlah�l� Vo� TKIrc��kabne. { SEE PLAN 1� r`• In :{r ( }J( Y I ��: nt}t c 4 J<!_ �5-94-102� SW 1/4) S.W. 1/47 SEC. 25) T. 27 N., R.4 E., W M. r`Y STst t�r "�„ {2o2n sT sN Ij rrnn�� V� 1 ` CNF SPOUT I A' 7_10N / aZ LOTD ZD-1 / L �� O SL-3 I s SL -Z O / S / !4) U, LOT 2 0 3 L I / � a / ao I N G o LOT i 72 'L/"ITS /O 122Z41NAGS 52 GF=/2 "P�/c�, -14,25 LEl/ _L I K I CBz�T�PE� I iE= 279.9Z lE= Z7�. ZO DOWNSPOU� \� iy I N FI LT2AT I oN 9g L F /Z "l�E.�PFi}OS L EYEL ` h- A2EA, LOT ll N I rn Z?8•�S 8r TE=Z7g�o / 1_--7 IE=Z7Z,.2o 1. 5'ASPI4 I � tit �1 � GU7-TCIz �W II ��_ L_J75 EXST A FSH i -A- / B I OH : / V ' DITCH SECTION /vEw WMs., .3EA /E= 275.4-0 L/v/ , (//•/ v/ /VG VV !// / L.-/ /. E k 'eIVO /ZG' fi TO WEST CNDATEXSTOlt/yrlJ V. 1 0 -ExSTF 77M5�WIV. /- = - 76. 3 ¢ ICEL 0CA TE Me �-, WM ¢' /VOACT-{. SET 2, NEW WM S F42 L_ OTs D f, (D. _R e (� V DOWNSPOUT / 1LTRAT1 ON AREA, LOT LOT NOTES 10 L0T I, 2, 3 /NF/LTzAT/ON 5y57-----M5 TO 8E Z5U1&7_ W/r14 /JVD1 V /OV14L• LOT 9111L0/1V6 pE/c�M/TS. p uc T/ L E /2oN ro-0 P/ 12F-7 SEAL L SC CZ_ 50. N I 2E00CA7_2�i- (LOT I I 1 I � / 1 � I 9 ASS ZD`(z CO ZBI.S 1 I I 0 Sic rNOT PAIN \� N OF PZ_AT) CD 0 PKOPOSED DW`i Q N SHED 6LF-BOZ(�_P_Z.0 I IN IY1_ET#2 I TEE= Z75.32 1E= Z77. 04 J280.� . - , 2�9,23 ZJ�� o0 9.9t Z� 1. Arrange and attend preconstruction meeting with City of Edmonds inspector. 2. Flag clearing limits. 3. Install gravel construction entrance. 4. Install utilities and roadway infiltration system. 5. Seal all catch basins during construction. Allow no silt or storm drainage enter infiltration system prior to all surfaces being stabilized with vegetation, gravel or asphalt. Any silt entering the system shall be cleaned out of the catch basins before it reaches within 12 inches of the pipe inverts. 6. Sr�ed or surface disturbed areas. R=25'min.� 12" min. - 4' - 8' Quarry Spalls qs aC�e w'/h °so` �,�p(� ,eS�s \aso / °�e e 15 f Provide Full Width of Ingress/Egress Area GRAVEL CONSTRUCTION ENTRANCE JJ 1W j 1 I L ��av av t� I F//V 15 HED GLADE EX ST GSA©E N 314=1V ------�''----------- TYP -- _- e IN 275 32" /Z PE2Fo�ATED A7 ED AlQS, LEVIL @ 277 7 Z ADS, LEVEL @ 271�• 2�5 el!sMOVAI3LE /Z" -TEE W/CAP ON 5DT7_01W; �EMOVAf3LE OPE/Y ON TOP. TOG /Z" = TOP OF 7-D NO eTH. ROADSIDE 'INFILTRATION SYSTEM PROF[ LE, NOTES: ExsT 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY -� OF EDMONDS AND THE STANDARD SPECIFICATIONS FOR �` MUNICIPAL PUBLIC WORKS CONSTRUCTION, 199.1. $Z 2. CONNECT ALL ROOF DRAINS TO INFILTRATION SYSTEMS, AS SHOWN ON PLAN. 3 "ADS" PIPE SHALL BE SINGLE WALL CORRUGATED POLYETHYLENE. 4. CONCRETE 12" STORM DRAIN PIPE SHALL BE NON -REINFORCED ASTM C-76. 5. SANITARY SEWER PIPE SHALL BE PVC ASTM 3034, SDR':35. 6. CALL ENGINEERING DIVISION (771-0220) FOR PREBACKFILL AND FINAL INSPECTIONS. 7. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF' DRAINAGE SYSTEMS ON PRIVATE PROPERTY IS THE _ZOO'S RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL SHALL ¢!v BE REMOVED FROM CATCH BASINS PRIOR TO ANY SILT ENTERING 28� THE INFILTRATION PIPING. 8. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND ALL O TOP = 280.73 UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL VERIFY INV.E= Z6,9. Z5 LOCATIONS AND ELEVATIONS AS REQUIRED. CALL 1-800-424- INV. W. = Z(19.11 5555 FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. INV. S. = Z6,9.15 9, THE CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AT ALL TIMES UNTIL PROJECT 1] COMPLETION. ENSURE SILT DOES NOT ENTER OFF -SITE STORM I DRAIN SYSTEMS AND MATERIAL IS NOT TRACKED ONTO CITY Q STREETS. TESC MEASURES SHOWN ON THESE PLANS ARE A GUIDE. THE CITY'S INSPECTOR MAY REQUIRE ADDITIONAL 0 MEASURES. ��4~' NflDL1fC �i S1ACTi14RY '6 MKM iM c ¢ rir BCLIA MA I � 5* ST s+ I arc ej N NEIKHi1.1L VG z ,j''" I Al.(7E � � T �PARK ' t r3 CE4tn ST uw J w y0p1 ` r'S� L Stm�+jY I rrly a "oytn� 1IQ: 2147W P1 SW iq •J, ",� :e z K � . 215tN Sl t5M Y > 21TTH ST 91 ST 21ATH ST N 5N c ui� wL 7r 1 t it- 1 ST M T 20TH STST i ((( $T ALCJ!Na17k t 22GTu yy t5 .� ;� ,y qy " 6' Sa �'� 26Ttt 1 L4� 2 ' � r f'� ? P 77*•N � ^�+c �I T1jj>- s Cf7 721'4 o r r w F. _� SITE r _ 11 �.6w 2315T Si zl L.' S4f- t S4f' +DY 1 1 b', Ell $r' (� 1 7��._: `� •I �l I � � I .+ '1f�T �•,: h .. Kl�.trJsrnR� ?IIr`vyM l=l�Sf" 23itu.'1�.�..._L_'�`.vST %V PIAMNK (N - I rl SN z, H u� po tira��adxst I I - Tart li � � . �.• 23RTH ST SW t rY�.vrrrt' '�-� ' ' 1•'' _, I I s`�,vl: .�' %-, ry'1-.. r • � F . ` '`• . M! IS I 1- Its r �.TM'r IF, Ip I aq^ - t �I _ 'r VICINITY MAP /o' / 25'_ 0 20' .Z5' 0 GUT DR F/L.L, ZH•'/V a41 c.s7rc a ASP// CGNC CL.F 6?lef1. VC,6 - S vs-TEM. sEE To 95 % OF OP77MOM SECT/ -ON ©. 7J1-1�wrel 77c,4 L_ . T�//C�ENED EDGE ASPH GUT"TE.� ROADWAY SECTI 0 N 111 = 5' A BACk-F/LL (S/TJ�SO/GS� ,C/N/S'fIED G�E'AOE _V¢ 7"0 / %Z " WgSHED G9,eWeL , M/N PON- WOVEN GT� 6,C,9 VEL �✓VT/�c'EL'� ADS D S I D E INFILTRATION SYSTEM SECTION pp U r 15182 �°SIQNAL`'" >t> rKfi3 8 D 8 SITE DEVELOPMENT SERVICES 310 208TH ST SE BOTHELL WA QW12 481-9687 SIZ5/94 Ceevl5e--c//ek-C/6 Cammen6s,e_tc. JOHNSON SHORT PLAT (5-94-66 DATE: DES: © C D SCALE: 111 = ZO 1 DWN: \/ C_ G DRAINAGE PLAN MARK JOHNSON 97%-- 14 61 , 22�30-88T,4 AVE W EDMO/VL75� W/-I. geoz- , ' OF �4y 77.0/1 DOWNSPOUT I P-Z INFILTXArION AK4 A, LoTIZ (SEC DETAIL., 00 SHT Z) TYPE St---3 I l SL -2 I w LOT 2 F-3 1 � � o °ti19 a / If 1 • t S.W. 1/4) S.W. 1/4, SEC. 25P T27N., RAE., W.M. /VOTES 0 L07-' 1, 21 � J /NFI GTeAT/ON �y5T�M5 70 BE- 45U/G7- W17-P I/VDI V IPMZ- � GOT BUI1-011VG PE"/Z`M I T.5. 'oo POWNSPOUr / 11-TRATI ON ZO DUG T/LE /20N ('DI) AREA, LOT F/PE 5H,4 L 1- 96- CG. 50, ac ens �i r° ar Sel NON 0129 k N t k � Q :r R - 25' min. 2ENIO VE' tiSdo sy�o - 12" min. 3 �c 0 1 I \\ \\ 284. 09 W \ �o- I \ i 4(� o LOT I --- > C 5 90.6 TS�PE I r'= 280. a CLEARING \ /E'= 9177 72 (LIMITS /(1/ NAPE SZG� /Z"PEYc "; DS,LE"', g.o9 015EME/V7- ' TE= 279.92 /E'= 2 77 72�N- DOWNSPQU�- 1E=Z7�.ZD�S� \ G I N FI LT2ATI oN A2EA • LO l � 5''4LF' /Z"OErPFfYDS, LEYE'L-- / � rN tl� Z1g,1 7$f'F'2F TE= 076.40 / r--7 1E=271o.20 GUTTge L-J� 5, a EXGT A PSH �� / B --, Z//: /V � 43 / z1�•�o ° DITCH SECTION NEw -ql, Z� A WM5.1 .3E4 71-F-81:92EO Z.,� r 11V57-AZ-t. G/cAVE 00 4 =076, S,. �' -- --- - c 9'c l o' ` 2p� kk- +: � , INV.E: = 01,,08 ss INV. W = Z( 5 98 ' /NV. S.2e 1 i k 47LI= -/Z" C� i eez-o cATi5 Cto r I � {, I l 2g ZS�`2 � � EXST � II 60 .ti 1 sL� ('NOTN� o PAT \ o � N OF PLAT) i GAMAG ZYj M W EHI N 0 moo, I'�OPdSED DWy m N 5 NEI� ' 1 (P-, Z.0/ 1 N CO'S 0 /110'O. c., MAX. I t° E-= Z79.32 = 977. 04 1280.44 r CoNG W W • F//V/SHED GRADE - 285 EX ST GleADE' 3H:IV - - - - --- - - - --- 280 `° _�75 • 32" PE/PF02�}TED ADsPLEVSL C,:P- Z 7 7 7 2,' . AOS, LEVEL @ Z7lo. Zb ei!51WOVA5LE /Z" 7-EE W/CAP ON BOTTOM; �C'EMDYAsLE' OPE/Y ON TOP. TOP T4'P 8-LEV = TOP OF- P/PE' ExS-r- '19.'� Zg0 30 /TCN I=ENCE'PEMoV4G Ta IVEST L-.-- vr/ un ivc w. vir r f-/. i e r7T 51VD /Z�' �� 7`O W8S7: O t-=-ExST �P MB WM. /E'- Z7�• 3 ICEL OCAT6 MB � WM 1. Arrange and attend preconstruction •�-- ENO AT CIJ4V. ¢'/V02Thr• SET Z meeting with City of Edmonds inspector. NEW WMS FD2 2• Flag clearing limits. •° -ors` OZ 3. Install gravel construction entrance. 4. Install utilities and roadway infiltration system. 0&t8h badine dnving canstruetian, Allow no silt or storm drainage enter infiltration system prior to all surfaces being stabilized with vegetation, gravel or asphalt. Any silt entering the system shall be cleaned out of the catch basins before it reaches within 12 inches of the pipe inverts. 6. Seed or surface disturbed areas. 7D NORTH. ROADSIDE INFILTRATION SYSTEM PROF I LE NOTES: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF EDMONDS AND THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION, 199,1. 2. CONNECT ALL ROOF DRAINS TO INFILTRATION SYSTEMS, AS SHOWN ON PLAN. EACH LOT HAS ITS OWN SYSTEM. 3 "ADS" PIPE SHALL BE SINGLE WALL CORRUGATED POLYETHYLENE. I. .4. CONCRETE 12" STORM DRAIN PIPE SHALL BE NON-REINS"ORCED 1 ASTM C-7 6 . " 5. SANITARY SEWER PIPE SHALL BE PVC ASTM 3034, SDR 3S. :6. CALL ENGINEERING DIVISION (771-0220) FOR PREBACKFILL ' AND FINAL INSPECTIONS. 1 ' 7. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE SYSTEMS ON PRIVATE PROPERTY IS THE ' RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL SHALL r BE REMOVED FROM CATCH BASINS PRIOR TO ANY SILT ENTERING THE INFILTRATION PIPING. O LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND ALL = 280.75 UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL VERIFY 1NV1VV.E_ Z�� 25 LOCATIONS AND ELEVATIONS AS REQUIRED. CALL 1-8007424- INV. W. = Z619. If ' 5555 FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. INV. S. = ZG9.15 9. THE CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AT ALL TIMES UNTIL PROJECT COMPLETION. ENSURE SILT DOES NOT ENTER OFF -SITE ;4TORM dLIJ i DRAIN SYSTEMS AND MATERIAL IS NOT TRACKED ONTO CITY STREETS. TESC MEASURES SHOWN ON THESE PLANS AREA GUIDE. THE CITY'S INSPECTOR MAY REQUIRE ADDITIONAL MEASURES. OLYM P C VIEW WAT E%� �- SE•w.El��6�"; "A WI.� ,I * � 1«,,.i ,E• ' '.i'" vW�T•��l+i'•�t/4x•"ti+vt/Tt'Wu-+. N .. N. a p. • f • ° :r M 1ST N N St,, u W N IT ', • • m � a .xM``a, € n F,• l , ��4 fMF 11 y:!.1lTrutlAl PMK .'.' .1 r• • ►i.K ,. , E 1! s l S,Tj ► . Wit IS T won � s f NN p. S .. is � . ) i ; WILOLIff t�' s+ near s P91MT FGMMOS. _4 . �.. N ■.. N 'i K , •r ti St } n La '� IV I 1 �' 1 ' fill + 1 . e M Ft ¢ 3a r; 11-4 s J OfFR PAW 1iI�$' it 3 root Y - st- . HDLLY LIN rift I kpyn '< Yt No 233M *nr (t, s r! ' _ "Sa 231TH f - T ,Mpp�,A LM Pt _ d 2 TH Sw �BBE� POOST i E 1 ^ E YEN MI G : tIj _' �pp 8 r• If. �p Pr ST KILS i TN FF I !I ❑ a - ay '"fc� t seTH ST s+ �~ tar" T' f•• - .. uci.t imtw • • f . ¢ l.' Its -I J A I '• . .� f • + ry Ii; g�:'4 ; VICIN IT.Y MAP , i1 "S �J1 j-t /0/ J 2 �I , ' • Nyd 3" O CUT 0,C F/LG, ZH� lV Z" A SPN CONC CL S Z110F0CU51 /ED SUfCF TOP COUIrSE OVc /L INFYLTic.� 1 %l,N 4 "dF• / �.� �' M//VUS Ci�l�'H�D G'iC'A VE"G. SVSTEM. SEE COM?�4G7- TO 9.,5/ O,a" OP7'/MUM sIC077ON ©. 7"NZ:--0/c'/ 77C,4 L . 7"!�/C.��'iVED �'DG•�E' ASPH �U7"TE,e ROADWAY SECTION__,I� =5A BACkF'/LL �S/TESO/GS� ,c'//V/SHED GSA©E I . � TD W,45HED ORAVEG. M/N NON- WOVEN s F/GT'5ir FfB1P/G, WC4P WAS SEA I N s,� vEL �✓vr���L y � /Z "FE/2FO�C'ATFD ADS - N ROADSI DE INFILTRATION SYSTEM SECTION__( j, i, 1 y � .q ,x y i 0 \r I � � r . i 3 .. DAM26 I cl q.r q! C!i bull YAV tl G g �A�alu t' r-,A v m-w Olox✓v�t�lou W41 --- —_ — b rev4vrakedO RpG Its(#=t�T�—�-flo�l '•iTZ�t�IC�-•� V W�� �yl� .. �+ ; hoof PVItIVA" od Ff D�yeV✓k�loutlicV ` oveAvtoi SP�ibN blacta � - •,, I tMIM '; �t�-�rccrrl3C QI�C. (fz150MQ Wt}k �G.P.1=.E? • Si�nc�ic. 5d�� LtcQ =t V Wa •'. t ��a (w "heti.11 _ r.,}•al �=lo' PVL • � � .. r oulpac.-i- (orxc�htl � 13 pc pe, Wrapp IYewck 4° acce abl�k&;A jjW*5PoutAIV9VsloA-5 evr4lretU Wi+� e Wah{tle�l Vac�t, +;J} (-(Or►e- SSE PLAN t DOWNSPOUT 1NFIL7?PA7-I0A A Z767A, LoTC N / o I 1 I / / DOWNS POU r / /LTRAT I ON AREA, LdT 1 ` _ SW 1/49 S.W. 1/4, SEC. 251 1 NoTE3 : 0 LOT Z --rj 3 INFI LTeAT/ON 35 7_,EM5 TO FE !3U/G7- W/Tff l/UDIV IDU,4L- L0T BU/L.D/iVG PE2M1 TS. ZO p UG 7-/ L E 11C011/ rO.Z> P/L2E s44AG L r3E CG 52 \ k COI 230.10 \k _ � � 2EM0 VE tis�o Sy�o e 2� St 3 L _j �O 5L -Z O r _ ss .1• LOT -t �L_F,,4X1NG \ I i LOT �--' C S I CG 64RIN6 /E'- Z77 7Z I LIM17-S /01O1i,4/NAGS 7Z LF-/Z"PE/c�,FADS LEVEL ry x Z? 9 0'? EASEMENT C S� 2 TE= 079. 92 / /6= Z77 70�i F,!5) V 914LF /Z11OErfFA95, LEVEL I c I 2?S•�g - - e / ,s• C B #' / T yPE/-Z-) 7-E= I IE= 2 2 0 I 2 P-1 O 1 a EXST A PSH g OH / V ' DITCH SECTION /vEw WMs., .3EA ,307-ToM DF-NE W D/TCH. CO i �EXsT � M5 � WM. /E'- Z ��• 3¢ E kTE/VD 1061 TO W8ST. IC E'L OCA TE MB -!V WM END A T EXST O1Ny C/JL V. ¢' /VOlIeT//. SET Z NEW WMS F42 OTs 0 !��2. i �-Te LOT 1 \ 1 I , I � eZBr p9 � --- - L______ Ze/7 28 1.6 r 'zais ss C9z8j� co 1 2806 rN 0 T PA/tT OF FZ_AT> 1 GARMA6. fYJ //\/ SH EO za �$ SHED (� LF-8"OS Gd 2.0/ 1 IN Co's G /oo'o. c./ MAX. l , TE= 27 J. 3 2 lE= 277. 04 i I 1 12gO 4 T 27 N., R.4 E., W M. oad R = 25' min. 12" min. - 4'- 8' Quarry Spalls qs r7 00 '9941, 0' sf cr�,oe `'• aoro s to `°A1 Of e� '-Qsv '*"i,7 ' pos�aso? °7e e N5 Provide Full Width of Ingress/Egress Area GRAVEL CONSTRUCTION ENTRANCE .t J 1 J J 265 �, F//V I S yED GSA D E EX ST GCOe5 PE/�Fo2f}7 e549 A495, LEVEL @ 2710. 26 KEMDV�q/3LC /Z" EL-3oh ; TYP 32 " /Z" PE-2F0)C9TED ADS, LE V, j--_ 'L. Ce 277 7 2 - eEMO VA 15L.E / Z"' 7-EE WI CAP ON BOTTOM; OPE/Y ON TOG. To P ELEV = TOP TD NO eTH. ROADSIDE INFILTRATION SYSTEM PROFILE I It= �il VICINITY MAP 20' CUT Oe F/LL, ZH- lV LZ*0AS;P11 CGNC CL S 1/YG/LT2,4T/0N 4 "OF / �¢ " M/NUS C2USHEp G,Pf11/EG. SYSTEM. SEE COMP�}GT TO 9-67% OF- 4PT/MUM SE0710N ©. TNEO/F/ T/C.4 Z_ T�f/CKEiVE-D EDGE ASPH �-UT7-E� ROADWAY SECTION., Ij1= 51 A 9AC&FILL ('S/TE'SOILS) WAsH�'p G2AV�G. .Z5' �=/N/S1/ED Ge,449E" MIN NON- WOVEN F 67T� 549RIC, W11?AP W.9SHEo I N NOTES: GRAVEL EJVT/?EL y' RE5 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY /Z"�E/z�-O�P4725P o--� OF EDMONDS AND THE STANDARD SPECIFICATIONS FOR ADS MUNICIPAL PUBLIC WORKS CONSTRUCTION, 1981. 2. CONNECT ALL ROOF DRAINS TO INFILTRATION SYSTEMS, AS SHOWN ON PLAN. ROADSIDE INFILTRATION SYSTEM 3 "ADS" PIPE SHALL HE SINGLE WALL CORRUGATED _ '\ J z�9 9y 280 30 28o 4� 1. Arrange and attend preconstruction meeting with City of Edmonds inspector. 2. Flag clearing limits. 3. Install gravel construction entrance. 4. Install utilities and roadway infiltration system. 5. Seal all catch basins during construction. Allow no silt or storm drainage enter infiltration system prior to all surfaces being stabilized with vegetation, gravel or asphalt. Any silt entering the system shall be cleaned out of the catch basins before it reaches within 12 inches of the pipe inverts. 6. Seed or surface disturbed areas. 0 TOP = 280.78 INV.E= 0-&9 05 l I NV. W. = Z69. I I INV. S. = 26,9.15 W QI 0 POLYETHYLENE. S ECT I 0 N 4. CONCRETE 12" STORM DRAIN PIPE SHALL BE NON -REINFORCED ASTM C-76. ("= Z' 5. SANITARY SEWER PIPE SHALL BE PVC ASTM 3034, SDR 35. D�1✓/ 6. CALL ENGINEERING DIVISION (771-3202) FOR PREBACKF'ILL AND FINAL INSPECTIONS. AS ` c`h >F. Cs�IV5 7. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF 4 #Y 1) 40011 DRAINAGE SYSTEMS ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. MATERIAL SHALL BE REMOVED FROM CATCH BASINS PRIOR TO ANY SILT ENTERING THE INFILTRATION PIPING. ` 8. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS AS REQUIRED. CALL 1-800-424- 5555 FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. 9. THE CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AT ALL TIMES UNTIL PROJECT � COMPLETION. ENSURE SILT DOES NOT ENTER OFF -SITE STORM DRAIN SYSTEMS AND MATERIAL IS NOT TRACKED ONTO CITY STREETS. TESC MEASURES SHOWN ON THESE PLANS AREA GUIDE. THE CITY'S INSPECTOR MAY REQUIRE ADDITIONAL MEASURES. - V V M x JIJI_ I' r I,NU'lN kj 518 2., N�' S D O C(g7Rti sjONAL� SITE DEVELOPMENT SERVICES 310 208TH ST SE dXi►iltt3 s n� BOTHELL WA 98012 717. __.. 4$1-9687 JOHNSON SHORT PLAT 5-94-66 DATE: DES: D C D SCALE: I = ZO 1 DWN: \/ C G DRAINAGE PLAN MARK JOMNSON Z2�30-88TN Ave W EDM0/YD5, WA. ` ,3006, 979- 14-6Z, I OF