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7117 157TH ST.PDF1111111111 823 7117 157TH ST TtISPE'Cli'loll RECORD CITY 01, FIY-',O:"DS, PUBLIC l-!ORKS DEPA]"FrIlf,","I'T _T0.11, DATE: 1 j) r--) ba MEMO TO: Building Division Community Development Department FROM: Engineering Division Public Works Department SUBJECT: (� �) - 57 Sfi�u��,r m�NN After review of the subject building permit application, we have the following comments: (1) Coordination of the location of any structure with respect to utilities, streets, property lines an riveway grades is t e responsibility of the contractor. (2) The contractor is required to keep the abutting streets clean- ed of dirt and debris caused by the construction. _(3) A "Right -of -Way Construction Permit" is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. Driveway slopenot • exceed IIII!,l!" IIIIIIIIINNI 1 PW 5/77 • 'CITY `nF EDMONDS • Ul. DEPT, ENGINEERING D1V, eXAh91HEc BY A—DATLA5 REMARKS 1 �L Civic Center + Edmonds, Washington 98020 • Telephone (206) 7162 5 Office of the City Engineer _$vll_ of Kaf APPLICATION FOR A SEWAGE DISPOSAL SYSTEM -PERMIT (Submit 3 Copies) Permitto be issued to: MR.&MRS........................................................................................................................................ For installation at: (street address).....................................................................•---.............---•--•---------•-•----•---••---•-•............... Addition or Subdivision ..... Ptn....... Tra-ct... 22 Meadowda.le--B.each._.Supp.... P.l.at._ Lot ................ Block ................ Type of Building: New .... xx... Existing ............ Single family residence ..... xx...... Number of bedrooms ..... 3............. Other: (specify type or use).......................................................................................................................•--..............-----....... Builder................................................................................. Address ........ Designer R0.d....-Mi- dl-e.ton§.-As s.o.�............................Address.... 3.24... Ma.i.n... St.r.ee.t,...Edmonds.,..W.ash....... Soil Log Hole No. 1 .... P#1..:..01-1-.1.9".--Gravelly Sandy LoamTopsoi I.;.._19."-36" Gravel-ly--Sandy_ Loam Soil Log Hole No. 2....... 0_.1..2.�......Topso.!..l.;...... 1.2��_36��...�e.ry...Gravel..l.y..S.andy- ... Loam L94R ............................. .................................................................................................................................................................................................... Elevation of Water Table, if encountered. (Distance from ground surface) ..........N/A Corrections to control surface water if needed.................................................................N/.A............................................ ..................................................................................................................................................................................•--••................. Specify if any removing or grading of topsoil in field area ..................... ..................... Percolation: Test Hole No. 1 — Average Rate ........... �. 6 m i n/ i n (Fall in minutes/inch-bottom 6" test hole) ............... . Test Hole No. 2 —Average Rate .......... 5.. 6 m i n/ i n .. (Fall in minutes/inch-bottom 6" test hole) Test Hole No. 3 —Average Rate .................... 3..-2... min/ i n . (Fall in minutes/inch-bottom 6" test hole) .... Average percolation rate on which to base drain field design ............. 4.-m.i.n/.i.n............ Date Taken...Agri 1 1978 Septic tank requirements based on present rules and regulations: Septic Tank Size .....1 000 gallons. Amount of Square Feet of D' F' 4 .t. s f t . Signature — Designer .....f.................... Date .... . DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency) Permit issued (date) ........................................................... Permit Number ..... ~%. .:-----.-J� Remarks: �%5 t79j Date 0 z 46LIC 14ORKS DEPAR= i BUILDING PERMIT -1111-15-1T?4 SL%L- Address Street Right -of -Way Existing 30�3� REQD �JA Access Easements Existing REQD KA }}�- Utility Easement Existing .O F, READ Lot per Subdivision Plat Assessor Map Site Plan Checked for Accuracy " Underground Wiring Regd. Check Accuracy of Legal E w Environmentally Sensitive w z H cu Environmental Checklist Regd. O Flood Hazard Zone lu Shoreline Management Area NJO z Slope, Soil, Vegetation No w Stream, Creek, Drainage Basin NO Existing Zoning Per Code P.Gy" 1 02, Amenities Design Board Approval Reqd. fj�Q 0'ff ADB # Approval Board of Adjustment Approval Reqd. Review By: P-) Kb Date: 5 Existing Water Main Size 2 "' 4,4td Water Main Reqd. V-4 Service Line Reqd. .�v/ ~ w Hydrant Size Existing lt�)^4- Hydrant Reqd. Per Fire Code Ai4 Size Detector Check Meter Reqd. A,)O Cross Connection Inspection Fire Department Comments -- Water Meter Charge Reqd. 350 Review by: S s Septic T sign prove ate: Septic Tank Permit Reqd. YK5 Permit No. 7g —� Sanitary Sewer Availability Proj. Drawing No. --"' File No. w Side Sewer Availability w Sanitary Sewer Connection Fee Reqd. �= Review By: � �,��p Date: Open Ditch Existing //,' Reqd.�/p Culvert Reqd. �s� _ eIZ&FAe Le - c4 Catch Basin Reqd. Ind' cafe on Si` e Plan o Shoulder drainage n-ni_ntaiil collection on swale open runoff I11u-thole regd._ ( � Indicate on Site Plan Soil Conditions and Ground Water Field Checked Date — Street Paving Reqd. A5p "-T PA--VIDA 22 Ms H Curb and Gutter Reqd. NJ -A, W Sidewalk Reqd. KIL A- W Curb Cut for Driveway Reqd. A� c� Right -of -Way Construction Permit Reqd. y Bond Reqd. for Public Improvements Street Name Sign Regol. Other Signing Reqd. 7Cg z a a $ W ---- --- - -- Q Pre Permit Site Inspection made on 5 7i; T:7� z BY: SEINER H U W W WATER a-4 STREET ~' z H ENGINLT_RING '4 Special Requirements listed in mem to Commuiity Development Department, Building Division BY Da to- o All items filled in on Building Permit Application 1�4 13Y Date a' DrawiMs StannDed and rlade R` ``Notations BY �1 Date Approved by Public Works Departzix�lt Revised: lv 10-1977 DATE: g' 121 17 MEMO TO: Building Division Community Development Department FROM: Engineering Division Public works Department SUBJECT: After review of'the subject building permit application, we have the following comments: (1) Coordination of the location of any structure with respect to utilities, streets, property lines and__ 'Triveway grades is the responsibility of the contractor. (2) The contractor is required to keep the abutting streets clean- ed of dirt and Jebris caused by the construction. (3) A "Right -of -Way Construction Permit" is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. 4) Driveway slope not to exceed 140. �:�:i — :�� : - . _ill �' ��- - :.�_ = ! �� I�i: �►+ =1 NI 9 W dff Mrb!-c , M- ME 5�- WMAN ' MINA I M E SAWRIM PW 5/77 • RECEIVED 1978 DATE:'`' -- MEMO TO: Building Division Community Development Department FROM: Engineering Division Public Works Department SUBJECT: — —7 RM)-C� • W. After review of the subject building permit application, we have the following comments: (1) Coordination of the location of any structure with respect to utilities, streets, property lines and driveway grades is the responsibility of the contractor. 2) The contractor is required to keep the abutting streets clean- ed of dirt and debris caused by the construction. _(3) A "Right -of -Way Construction Permit" is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. (4) Driveway slope not to exceed 14%. PW 5/77 DATE: E51 10 I-V?, MEMO TO: Building Division Community Development Department FROM: Engineering Division Public Works Department SUBJECT: -'I . �T HIV- RC'} MArN N After review of the subject building permit application, we have the following comments: (1) Coordination of the location of any structure with respect to utilities, streets, property lines and riveway grades is tTie responsibility of the contractor. (2) The contractor is required to keep the abutting streets clean- ed of dirt and debris caused by the construction. (3) A "Right -of -Way Construction Permit" is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. (4) Driveway slope not to exceed 14%. PW 5/77 IV 16 -� SeaftleTrust SEATTLE TRUST & SAVINGS BANK EST 1905 May 10, 1978 City of Edmonds Civic Eenter 250 Fifth Avenue North Edmonds, Wahhington 98020 Attention: MAY 101978 Public works wept. UNIVERSITY OFFICE 4852 UNIVERSITY VILLAGE PLAZA N.E. POST OFFICE SOX 5570 SEATTLE, WASHINGTON 98105 (206) 223-2364 Re: Edmonds File Developer Herh R, Marianna Rohmann Proposed plat of Loan No. Savings Account No. 070-95291-2 Gentlemen: With reference to the above identified matter, this will certify that this institution has a savings account for the above referenced developer for the plat so identified. In consideration of the permitted development of the property, and in lieu of a performance bond, this institution hereby agrees that it will freeze the following sum of =: money for the required improvements pending written authorization by the City of Edmonds. Improvements required per City codes and requirements established by the City Engineer, City Planner, Planning Commission and t'ity Council. TOTAL $ 1,927.88 The total sum just indicated will be withheld by this institution from any disbursements of any kind until written authorization has been received by the institution from the City of Edmonds to release the sum of money indicat&d by the written authorization from the City. The design, location, materials and other specifications for the indicated improvements are those required by the City of Edmonds as appear in the above referenced Edmonds file. In the event the developer fails to complete the indicated improve- ments within 12 months, the City of Edmonds may demand that the improvements be installed or completed immediately to City standards and the balance of the frozen funds be utilized for said installation or completion of improvements. It is expressly agreed that any funds maintained in this account shall be released to the City of Edmonds upon demand being made by said City- ' Yours very truly, gFCFIVFn Lynnwood Trucking & Bulldozing MAY 101978 State Wide Hauling (206) 778-2141 Public works wept. P.O. Box 123 • Lynnwood, Washington 98036 Herb Bellman12 20507-68th P1. S.W. Edmonds, Wn 98020 ESTIMATE ON 8 hrs Loader at $45.00 $360.00 16 hrs Trash Truck @ $52.43 per hr $838.88 Trash Dump fees 7 loads @ $27.00 $189.00 12" gravel for road 60 c.y. @ $9.00 $540.00 Pit run if needed @ $5.25 $1927.88 Lynnwood Trucking Co etanEchelbarge,� Loaders • Debris Trucks + Bulldozers • Gravel F111 n-1 0 Dunn Tr • Backhors V-1k,--lfwlrA "I A C6- CQ5A A:30) � cli 52 I J Q1 fTri) COW �10 I C:; (. I ro) S%, to CT, A.cl -zl k 11 (Da--tq W C, j CD71 -JtZts�;n m U= -lil I L-A n,�j Oj <7 0 NO "Vi 0-34 JAMES H. REID LEROY F. MIDDLETON C. WAYNE JONES LLOYD H. NELSON Feld/ & 1'0"4G4Zd, OCC. ENGINEERS • SURVEYORS • PLANNERS 314 Mein Slrppt • Edmonds. WashlnRton QR0:0 • ("061 77 5-3434 March 23, 1978 File No. 7046 LEGAL DESCRIPTION FOR FRANK McKENNEY All that portion of Tract 22, Meadowdale Beach Supplemental Plat, as recorded in Volume 5, page 42 of Plats, described as follows: Beginning at the north- west corner of Tract 22; thence SOIoOl'O1"W along the west line of said Tract 191.6 feet to the true point of beginning; thence continue along same course 122 feet; thence N89°40'00"E 205 feet; thence N00°16"E 20 feet; thence west 20 feet; thence N00°16'E 98.18 feet; thence north 3.82 feet; thence west 10.75 feet; thence S89°40100"W 183 feet to the True Point of Beginning; TOGETHER WITH that portion of Tract 22, Meadowdale Beach Supplemental Plat, described as follows: Beginning at a point 301.02 feet west of the northeast corner of said Tract 22; thence SOI°1210011E 311.27 feet; thence S89°4010011W 20.0 feet to the point of beginning; thence S89°40'00"W 127.35 feet; thence N00°16'E 20 feet; thence N89°40'00"E 126.84 feet; thence S1°12'00"E 20.0 feet to the True Point of Beginning; Situate in Snohom.ish County, Washington. 95 CITY OF EDMONDS EXECUTIVE DEPARTMENT TO: 1• Q W SUSPENSE DATE: MAYOR As We Discussed Investigate and report Take Appropriate Action__ — Prepare Letter/Memo for: My Signature Mayor's Signature — Previously, Ref'd Status of Action? For Your Information Return to: MAYOR'S ADMIN. ASS'T. BUILDING OFFICIAL CHIEF of POLICE CITY CLERK CITY ENGINEER CITY PLANNER FINANCE DIRECTOR FIRE CHIEF PARKS & REC. DIRECTOR PUBLIC WORKS DIRECTOR COMMENTS: 1 76 n um_ 15-7 TM . Lo -ti-,1G�laoi � c FROM: S DATE: • �� r 10 01'OJ " W 122.00' 1-------+,� 191 .6 }: r NW COR. TR. 22 OWNER Frank C. McMnney 124 N. 49th Seattle, WA Phone: Home 783-3* . ldork 344-7297 DESIGNER 4 Reid, Middleton s Ass9c. Age, 324 Main St. Edmonds, WA 98020 ADDRESS OF PROPERTY "0 7117 S.W. 157th St. 0 , P f,-� Edmonds, WA 98020 •g r� LEGAL DESCRIPTION See attached ����� PERCOLATION DATA 00 '° 00- P - s=s �_�"'� +ram P-1 15 min in 0. �' _o ��if/ P-2 1 1 .1 min/ i n P-3 6.67 min/In P-4 5.0 min/in r.� P0I Date Taken: 3/14/78 �+Rs.iL � oao .-T- � 3 Design Perc Rate 10 min/In 0 PATIO �( 0 DESIGN DATA 0 1 3 BEDROOM 'v ri) Install .5 i.f. `! RESIDENCE �6'0� m) 24" wide laterals or r N °� — — — �''� ✓ 494 sq . f t.. 18" trench depth !•f I 14 Instal] 1 ,000-gal .. EXISTING septic tank TRAILER TO BE p �tWO-C�- Qf I REMOVED I partment). ?b - - J f (CAD , ; I CITY 0 EDMONDS � p• W. DEPT. NGINEERING I_Vp. 1—�� EXAMINED 1 I�7zq5� BYDATEREMARKS . o V) 0 w 3 0 N N 00° 16'00t .20.00' V 98.18' i DRAINFIELD DESIGN FOR FRANK C. McKENNEY. EDMONDS• WASH INGTON field, 71�i!a��c & 4aaoelatea, 7Ke. ENGINEERS.. SURVEYORS.* PLANNERS ,�24 Mein St set • Edmonds, Washington 98020 DES' R.R.S. DAT93 17 78 FILE NO. •is�s'r 1 , or-. . DR' R.R.S. F•B' L.L. CN+• SCALE 1" s'.�'. C. City of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT PermitNumber. Issue Date: A. Address or Vicinity of Construction: 71J'7 % ,7` 4- -sy- ns'w 8 C B. Type of Work (be specific).ilJ/Z.-� �tAI[1/il.l� 9 p 1 9 C'H& -,= Contractor: 0fiJ i`J1.4F1�s it L#71=1t-21-F . Contact- -Tei1 )4AJ bEJ�-i64J —� Mailing Address: MAI)U -5-7" Phone: State License #: 0P-t!�e%'C'' 46/0A Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision y j �( y (P ❑ City Project 7` Utility UD, GTE, WNG, WATER) ABL , ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut: ❑ Yes N0 G. Size of Cut: x H. Charge $ APPLICANT TO READ AN6 SIGN INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City o%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 of granting this permit. 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 FEES 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. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all times for inspection purposes. ���> Signature: Date: (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: RIGHT OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER ti �4. CA,� DAYS SPECIAL CONDITIONS: : COMMENTS: L9104 #3 DISRUPTION FEE/FUND III: RESTORATION FEE: PERMIT FEE: TOTAL FEE: RECEIPT FEE: ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 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: r7/17 lsrqfhs-w 6i?AVE;L- 2)L)rLy i -z" PIPE 2FTLJEElv PEL)EgTALS EL LSL14AIb TO r26+KAO W = I / 7 )sr7fh sw 7-7 LAUeEL PEDGE 6RAVEL SUfZ`/ 1 Z" PIPS 2FTWE�EA/ PEDESTALS --�, n 1 � G2RVEL s� 0 1SLPAlb To ►2o+)\Au w --:�o .E/-16-iJUEE1C-JNtf--3- dogI ©ice zu'-gy '-pp, ry - CITY OF EDMONDS _ .PU* C WORKS DEPARTMENT, ENGI * ING DI FILt' APPLICATION FOR RIGHT-OF—WAY CONSTPU TIONd P__ERM_Ij THIS PERMIT MUST BE AVAILABLE AT ,THE JOB SITE FOR INSPECTION PURPOSES Applicant to Complete Parts A and B A, Permit to be issued to: --s; For Work at:(address or vicinity) 1-T-;-"IR- -i- S VV 26A Type of Work to be done: �-� Nr-l= I a T<Z , cn= (attach drawing when applicable) Time Required -- Start: Finish: Owner: �tNm , Co. # Name 2101.2 4w�j. G9 Mailing Address 1—uNN• , WN• City I IState Zip Contractor: S,-Ms7 AS ASC)y Name Mailing Address -7-74- ZIIZ Telephone Number State License Number City State Zip Telephone Number 0 B. INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or 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, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is subject to inspection and restoration in accordance with City Code. A 24-hour notice is required for inspection by Engineering. Call 775-2525, ext. 220. I understand that this permit must be available at the job site for inspection purposes at all times. Signature: �GL Date: .7 - s'- 7 ? Owner or Agent („ TO BE COMPLETED BY ISSUING AGENCY: Date Issued: /7'Y Permit No./6 s Fee:�s Security Bond: ,-47 Time Authorized: �C a/4YS - APPROVED BY��- - Z� Date :-;/' z& �- 1 1 1 11 1 M- 1 i 0 f N I 1018 PUBLIC UTILITY DISTRICT No.1 of Snohomish County 2,(-t j-r ► C-),-J w'rY_ AREA Rev.10177 location_ 7 1 1 -1 1 S -7 7:H A r5>. W• . aL, ;;' ,i . Dater 5 - i -> W.O. No. _a_\6L_1/4 1E; S _T4— _ R Revision — Scale 1 11 - Z C-2 n Reason for work T r\i-..`T , T1aT_:::>. AN1_7 T` N C_ Engineer (-TAT-)P�CD►S As Built �+. LC. U.G. File No. — PERMIT REQUIRED Type G ITY OF EXr M . Company FOREIGN CONTACTS 11%N. No. Date Granted Gra Fees required Yes® No❑ D Log Posted Inventor Type '#DEL , -t- -PM7-• Transf.Card Pole Dept. Date 2• Amount 21 Ma Posted Circuit Ma Approvals. EASEMENT r� ranted Date Released For Construction Date Work Completed By Foreman Circuit Number La q Z Substation pEr - 1 ! N V ENVIRONMENTAL ANALYSIS Exempt under District SEPA procedures, Section I I I -A Paragraph, Item Date By Interpretation Referred To: Date By. O.H. U.G. Cond_._KV Add Ckt-ft PH Remv -"Ckt Ft PH Ne+-�Ckt Ft Water Sewer Gas Backhoe -7I1-7 L. it 1 ice, � A.1 c v � Tl;,�•.1 � , 1✓ - � �� o -7 T N O . S — __-- S' E:-- 1~ . N 0 • — VCDLT1--1 �9E 4. 4r> 7- U S--J -:55c) M C M U 1=> T:J A,.046tj} P_> N =T--= 1:=> W.O. No. 2 9 :�!,S-7 1 1018 PUBLIC UTILITY DISTRICT No.1 of Snohomish County S',c-)i4-rH rC-u irYAREA Rev.10/77 Location -7 1 1 -7 1 S "? �. W., C� IvC . Date - 8 W.O. No. z, 35-1 I a_1/4 3 S2ZT4_ R Revision Scale I " = Z r3' Q ' Reason for work S »-'r• F'I;TZ-2. .4► =: 7- U C • C-ASI=• Engineer (-rant--,%0IS As Built -' 7=0� 1+, t.c . 'FAO f+ M L> N KI U.G. File No. PERMIT REQUIRED Type CITY OF F=l�M' Date Granted Pole Ciro FOREIGN CONTACTS Companyl--r= IRN. No. Fees required Yes® No❑ Type-PEt2, I- T-'MT. Date t 2. Amount 21. Approvals EASEMENT ENVIRONMENTAL ANALYSIS Exempt under District SEPA procedures, Section 1 I I -A r,:� Paragraph U_, Item ranted Date By Interpretation Referred To: Date Released For Construction Date Work Completed By Foreman Circuit Number 1--' - (q 2- Substation T:RF-rf T I N`✓ I -F-= tI �. W. 1 Date By O.H. U.G. Cond V Add Clst-Ff PH Remv Ckt Ft PH Ne Ckt Ft Sewer Gas Backhoe -711-7 `° Dt A L )11 •4 ® 12.EMOvY-EE TS,-�8O-7T SE7 . NO • t-4-A.N G- -77sv vA.. �1 ST. N 0 . S . N V CO L_r 0t- a- E =N If>T. �"1=� N C �� 4(_ 1.: I (�t u W.O. No. n S, 35"7 I CITY OF EDMONDS PUBLIC WORKS DEPARTMENT FOR INSPECTION CALL Permit ° 775-2525 Ext. 220 Issue Date SI.DE SEWER PERMIT PERMIT MUST BE POSTED ON JOB SITE 1. Address of Construction AW'~ LYNNWOOD LINE kk 2. Property Legal Description (include all easements) 3. Single Family Residence Multi -Family No. of Units Commercial 4. Owner and/or Builder 5. Contractor & License No. 6. Invasion into City Right -of -Way: No Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344) before excavation). 7. Cross other private property: Yes No Easement required - attach legal description and county easement number. READ THE FOLLOWING AND SIGN: a. Property owners must obtain a permit to install side sewers on their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. b. The side sewer contractor assumes full reponsibility for each installation for one year. C. Commercial establishment requires a minimum of a six inch (6") side sewer line. d. Side sewers may not be installed closer than thirty inches (30") to any structure. e. Side sewer lines must be laid at a minimum grade of 2% (1.15°) and maximum grade of 100% (450). f. No turn in side sewer greater than 45° (1/8 bend) is0allowed between cleanout. All 90 turns must be constructed of a 45 (1/8 bend) and Wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. k.. Side sewer must be left uncovered until inspected and approved by the City. 1. Inspection during normal working hours only. Two (2) working days notice required. DATE: PERMIT FEE: U W o CONNECTION FEE: PERMIT MI T BE I certify that I have read and shall comply with the above DISAPPROVED By: Date: Date: APPROVED By: Date : tl INSP. Bn R- NoWa POSTED ON JOB SITE NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). The City of Edmonds Side Sewer Drawing EASEMENT NO - ----------------------------------------A IAGrkO. Coati NEW CONSTRUCTION E3 REPAIRS E] LID NO . ..... D.1.0 .... ASMT. NO ............... A.. OWNER --------- Jill ........ L5-77 ...... W . . .................. CONTRACTOR ------------------------------------------------------------------- ................ PERM11—NO. (0 .. S-.Q.5- JOB ADDRESS --------------------------------------------------------------------------------------- LEGAL DESCRIPTION: LOT NO. ------- ------------------------------ BLOCK NO.E� PWW-0001-1 1/75 (REV.1 1178) ---------------------------------------------------------- I ---------------------------------------- I -------------------------------------------------------------- NAMEOF ADDITION ---------------------------------------------------------------------------------- Approved: DATE... ---------------- .... --------- -- ----