The URL can be used to link to this page

18817 88TH AVE W.PDF11111111111111 15447 18817 88TH AVE W TAX ACCOUNT/PARCEL NUMBERJN��=1105 BUILDING PERMIT (NEW STRUCTURE):20022652— COVENANTS (RECORDED) CRITICAL AREAS: . DETERMINATION. 0 Conditional Waiver E] Study Required 0 Waiver DISCRETIONARY PERMIT DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: ot -4q LOT: 2- BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DA OTHER: LATEMKDSrs\Fonns\Street File Checklist.doc Addiess of Coty'of Edmonds SIDE SEWER PERMIT.-., __O, Property Tax Acc6unt Parcel N .PERMIT NO: 9669 PERMIT EXPIRES- -LID # Attach copies of all access and utility easements Verified and Approved by Owner and/or Contractor: en- LL&(- C_ Contractor License #: -Building Permit VSingle Family Multi -Family (No. of Units Commercial (No. of Units Public 0 1�1') -747-1 W Invasion into City *Right -of Way: 0 Yes XNO *RW Construction Permit Cross other "Private Property: Yes �*Attach legal description and copy,of recorded nt. Owner or contractor signature and acknowledgement statemekt: By.signing'for this * permit I certify that. I have read the'City's p entitled --Oide Sewer. Specifi'cations, and shall comply with all.City requirements outlined therein. CALL DIAL -A -DIG (1-8004Z,45555) BEFORE ANYEX W FOR INSPECTION CALL 425-774-0220 extensiod,' J3 24 HOUR NOTICE REOUIRED FOR ALL INSPECTION RE6_U1 City Permit Surcharge Fee $5.00. total Fees Paid $ A)O Date VATION 9 NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site Ready YES' No Date: Initial: Partial Inspection: Date: Initial: Partial Inspection: Date: Initial:- 17 -7 FINAL INSPECTION APPROVED: Date, EZ54 -.6 - y ....-L As -built to Street File: 41 f� PERMIT MUST BE POSTED bN JOB SITE f� White Copy: File Green Copy: Inspector Buff Copy:' Applicant L;temp;bl dgformsssperrnitj I g4/00 -il-I 80 t rV < > 4.5' C/o 23' 00 00 31.5' CITY OF EDMONDS SIDE SEWER AS -BUILT ADDRESS 18817 88TH AVE W PERMIT NUMBER 9661) HOMEOWNER xxxxxxxxxx CONTRACTOR xxxxxx DATE xxxxxxx DRAWN BY ISMAEL - ABILA NOTICE: The information shown on the 3ttached of Map(s) w3s cO.Mpiled for use by the City Edmondsl its Employees and Consultants. Th.e City of *Edm.onds does not. warrant the - et forth on these accuracy of anything s Map(�_). An . y person or entity -requesting a copy should conduct an independent inquiry regarding the inform-ation shown on t -M a p (s) , "ncludinS, but not limited to, c ion of any sewer stub shown. Such the lo' at' sewer stubs may or may- not exist and may or may not exist at the location shown. ,-ity of Edmo-nds nor it5 Neither the k-1 empl-o-yee-s o*r office-rs,shal*l be !Jab-lfe for the information giVen on this map(s), nor for any one representation provided based upon'said map(s). TRA,C-T 997 S C, L C 1"= 10'- 0 APPROVED By PLAN ING LOT 2, S P Ar etry oF EjDmowas SWCHOMI-SH co, WA.. REET, FILE 10 re 0 X\A -T(lees 4e) (&IIIII Pep -Pr�, 4 C 1,1 vkl-Ik 46y" 5,�Ae_ f,r %fl 'I If, pt cl\ vs- 0 %f%l (X:d \1I PLANNING DATA NAME: j±f- I I DATE: SITE ADDRESS: I 13'b (-7 Atle- vV PLANCHK#: 0 2- - 3f7-1 PROJECT DESCRIPTION: _'3 F7P REDUCED SITE PLAN PROVIDED?�*Nol MAP PAGE: CORNER LOT: (Y—G�so FLAG LOT(� POS/ 6 ZONING: ;261 CRITICAL AREAS DETERMINATION #: El Study Reguired: -'E�alver Ll Conditional Waiver SEPA DETERMINATION: L3 Fee Ll Checklist L3 APO list wl notarized form L6.31 INeeded for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) kl4j Exempt SETBACKS: Required Setbacks: .Stfeet.- JCY Left Side: Right Side: 1(2 Actual Setbacks; Street: t2�� Left Side: Right Side: Rear: Street map che7c—kedfor additional setback required? (Yes NgQTM> ,,I�ACHED STRUCTURES: ,��KERIES: ,05ENCES1TRELLISES: 101BAY WINDOWS/ PROJECTING MODULATION: ;24MRS / DECKS: PARKING: Required: �-7 Actual: LOT AREA: LOT CO ERAGF,, Calculations: 137- GNf 0 2-P�I(XZ'X S2.'= -70j� ZL13Z/12- 0,00 A:r-- BUILDING HEIGHT: DatumPoint:. C'r'(+C'� Datum Elevation: --2 6 -2 .7 Maximum Allowed:-2-5 Z7!� S _ActualHeight: A.D.U. CREATE 1� �Noe—s SUBDIVISION: LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: me—sto 0 OTHE ZA 1 1-1 95;1� 4 Sm- HL� be� v-2-u-i- A-12 14-ccl-70-p L-f-Ots, -Iga�- A2343-'�' �'s - C;' C-1 k�e- e-e4&-4'&L1 1-t- 6(4em L -See 04Ar-' Plan Review By. NewBPPIanningDataFornLD0C LOT Z, S P lw ciry oF somobjr).4. ACCEPTABLE TIGHTLINE MATERIAL SCH 40 JFjeu TRMET F810 HANgg STREET FILE' 3GO ly V, NZ 4 lie- ur CA 39so 6,7. ou(� 40 WNERICONTRACTOR IS RESPONSIBLE FOR Al'/ EROSION CONTROL AND DRAINAGE FOOTING DRAIN NOT TO BE TIED INTO MENTION SYSTSM APPROVED AS NOTERo BY ENGINEERING WATER & SEWER INSPECTIONS REQ'D Date: t7 o t, CALL 425-771-0220 EXT. 1326 L7 1 . 3(;&l qo 1/1 �-vp' - co TR)-\�C-T 99?. "o WA�a 5 S C-A L G". 1"= 10� 0 1 T E P Lo-r ?-, s P 4r CIT-Y OF EDMOWD�$ SNOHOMISH CO., WX. FIRE AND AID ADDRESS SIGN REQUIRED 70'- 0 STREET FILE JUL 3 0 2og2 DEVELOP"ENT SERVICES CTR CITY OF F-L)rV ONI)s A d rA. J, RIGHT-OF-WAY CONSTRUCTION PERMIT AND INSPECTION REQUIRED 3950 LQ IcT lmrsrrzVIOQ'D ID F I G.HT CALC5 4 -H 3 4.6- ' cV 3 1 f. JH c t� - 7. APPROVED AS NO 37 0. 0 me',4V.fNGINEERING 2 .5. D. 60-13CEVE Date: --A APPROVED BY PLAN�ING LOT 2. S P ciry oF, EDmowois STREt i FILE smomomrsH co, WA.. � OMERICON'MCTOR IS RESPONSIBLE FOR J U L �" 6 2002 EROSION COKROL MD DRAINAGE DEVELOPMENT SERVICES CTR. 7o-o CITY OF EDMONDS cr 99? .0/ Rock- t-D- 91 4% "o TION �9JP0RARY;--,'-I,17T,9UC'f 5 ENTRANCE REQUIRED lk I"= '401 0 A 1-5 0.00 (0- 00 ALL EXPOSED SURFACES To APPROVED AS N TEDo /A I BE COVERED WITHIN 2 DAYS BY ENGINEERIN C'*C-r, AfIZ(L Le Date: ai, o 7- EDMONDS L I V I I -ON 0. 1r, R E E T -1 CITY OF flEff I C S DEPARTMENt, ENGINEERI* A P RLLCAT N R RIGHT-OF-WAY CONSTFUCTION-PERMIT -10' FO THIS PERMIT MUST BE AVAILABLE AT THE JOB SITE FOiINSPECTION PURPOSES Applicant to Complete Parts A and B A. Permit to be issued to' SA10)vOnIls Coe-, 7>. 10�_ For Work at :(address or vicinity) 1,,f �4 Ve� /Z_:77d_,M CLAI, 4,-7L12k_0e_7___ A . /-0, "3 �Z_S- Type of Work to be done: �nt (attach drawing when applicable) Time Required Start: Finish: Owner: Name — Z/ M�iling Address City State Zip 7 Z�Z - �Telephone Number I Contractor: Name State License Number Mailing Address City State zip Telephone Number 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 a . ny . kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the.City of Edm ' onds, or any of its departments or employees, including or noe limited to the defense of any legal proceedings including defense costs, court costs,. and attorney fees by reason of granting this permit - Upon issuance 0 f this permit, the contractor -is responsible for workmanship -uiaterials 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 unti 1 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 77572525,.ext. 220. 1 understand that this permit must be available at,the job site for inspection purposes at all times. Signature: Date: Z Owner or Agent TO BE COMPLETED BY I�SSUING AGENCY: Date Issued: lop Permit No-.: -7 ? - _ i C),T Fee: "Security Bond: Time Authorized:-, ro J APPROVED By Dat :_J/ I I.- I I I " I Vi .-A I Iola Re�. 10177 PUB#TILITY DISTRICT No.1 of Snohomish County "�,ou-r)-4 GI�Ljtjr AREA y Location 1 -7 &\j 1EE� __Uk1/4_jZ_S ZQ T__4 R Date W.QNo. 99---2-cls; 1 Reason for work _M N Z'r, 9-, 1+ w'd 1=>=17:>' T=n Revision Scale 4nQ Engineer G:ZA-1DMQ1-15L As Built L--T- U.G. File No. Approvals PERMIT REQUIRED FOREIGN CONTACTS 'T EASEMENT ENVIRONMENTAL ANALYSIS Ty pe-C- I :T-� C2EE-E�*":"K-_-' - [&u:teGranted Company C:�99:bl Exempt under District SEPA - J.RN.No procedures, Section III -A Fees required YesID Grant oso NoO !!__C� Paragra h JES , Item Is Log Posted Inventory r Type_Ej�+�-NxT- Granted Date By C-iAi7-,pnj!t7. Transf.Card Pole Dept. t. 1i Date_Z�L&_Amount z Is, 'd Interpretation Referred To: to Mao Post Circuit M 2E VA 2 Date Released For Construction Date -By Date Work Completed BY Foreman O.H. U.G. Cond V Circuit Nu m-6er Substation -PH Rem Ckt Ft-PIHH Ckt Ft F-5 CD -7 &,T 00 bG 1 WV%X1Wr Sewer Gas 8ackhoe F1 '�D)A L ID I C7- =.VJ I Z — 17-4 9 T�- LA N' 1. _10 T___' EZ =1 W.O.No. 28ag'sl I I 10 Fn RMIT EXPIRES' CITY OF EDMONDS LISE PERMIT ZQNE CON$TRUCTIQN PERMIT APPLII;ATION Joe SyITE/APT# ADDRESS OWNth �AVEINA.4E OF BUSINE �S PIAT NAME/SYSPIVISION N9. LOT NO. LID NO. MAILING ADD - E S (�(A LIP FEE PUBLIQ RIGHT OF WAY PER OFFICIAL STREET MAP X P.,=. Q Strael vermt, CIT; ZIP TELEPHONE` EXISTINQ ---7- PRC?PQSED REQUIRED PEPICATIQN_ FT use NAM -C 3 Y\s V 1i METER SIZE' LIN'E Sla NO. OF FIXFURES go SRV(EQUIRED YE) NO ADDRESS", Sax 006 REMARKS 9WNEP/69NTR.ACTQR RESPONSIBLE FOR EROSION CONTRQUI)FI,AINA(IE CITY ZIP TEL I EPHONE KIM; rK, J, ge T _1-jU NAME (0 CBL# ENGINEERING REVIEWED BY PATE III: ADDRESS W69,FjZT. �2;z L21 0 CITY ZIP VA 0 TEkEPHO�F FIRE REVIEWED BY QATE STATE LICENSE qM13%.. EX!M19N PATE ISE , rn4l VARIANQE OR CU SHORELINE OR ADS# INSPECTIP14 W BOND PqSTED E' V6 S - 6EPA REVIEW COMPLETE EXE MPT SIQN AREA ALLOWED PR9PqSE0 !� - - I HEIGHT ALLOWEP PROPOSED PR9PERTY TAX APPOU�T PARCEqN9. q \At jj� 4 Z _SS( EXP ar NEW Z�rRESIDENTAL BING / MECH LOT COVERAGE ALLOWED REOVIRED SETBACKS (FT.) FRON SIDE REAR PRQjPOSEP SETBACKS (FT.) FRONT IJRSIDE REAR PROPOSED ADDITION COMMERCIAL COMPLIANCE OR CHANGE OF USE a /0 17',20' REMODEL MULTIFAI�ILY SIGN PARKING REQ'P PNVIDE LbT AREA PkANININQ RiVIEW9D BY A 1,e_TPf( FENCE REPAIR YMPOCYDS Z, goo I ( x FT) T7 DEMOLISH TANK 0 HER ki V-0, pARAGE RETAINING WALL )kQr F RE SPRINKLER ARPQRT ROCKERY F:RE AWM T-d 2- A *-'7 1 Ole 1,4 /#.1 /W e4�/C7= BVSIWSS OR ftAEbF U A&MITY) EXPLAjN: 4.L1.0. j920r_ g& _ 11 �SJE, CHECKED BY TYPE OF CON CCUPAN GROUP 0 1 NUMBER 9F Z. NUAj0ER OF PWELLINQ CRITICAL AREAS SPECIAL INSPEidTION [AREA QQCVPANT MP( ;,-If 0 STORI UNITS NUPBER 17 REQVIREQ YES LOAD DESCRIBE WORK TO BE PONE . "'. I REMARKS PROGRESS INSPECTIONS PER VOC 1Qf/FINAL INSPECTION REIWO a k) t A--f 43 L VALUATION Description FEE Description FEE Plan Check / I'U 7 State Surcharge HPT SO E 1 111 Al I LOT S1 0 Building Permit Z City Svrcharge TLUA C,HEC.K.NO VEST IT ED DATE Plumbing zn n Mechanical THIS PERMIT AUTHORINS ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO 1= X BE PONE ON PRIVATE PROPERTY QMLX ANY CONSTRUCTION ON THE PUBLIC Grading G I n DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Ic SEPARATE PERMISSION. Engr. Review E n r CAT PERMIT APPLI ION: 160 DAYS PERMIT LIMIR I YEAR - PROVIDED WORK is STARTED WITHIN 100 DAYS E n, Engr. Inspection 0 0 SEE BACK OF PINK PERMIT FOR 44ORE INFORMATION 'APPLICANT. ON `1BEHALF OF HIS OR -HER . S.PQVSE HEIRS. ASSIGNS AND SUCCESORS F rf Fire Review Plan Chk. Qeposit IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY'OF EPMONPS, WASHINGTON. ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND F rf Fire Inspection Receipt # MZJ/V ALL 1;1,AIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE PEtMEO TO MODIFY. WAIVE OR REDUCE ANY hEQUIREMENT OF ANY CITY ORDINANCE Lar Landscapelnsp. Total Amt. PUB 0 Zi NOR LIMIT IN ANY WAY THE CITYS ABILITY TO,ENF0RCE ANY ORDINANCE PROVISION." Re( Recording Fee Receipt III I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN is CORRECT, A ' No THAT I A - M THE OWNER. OR THE OULY AUTHORIZED AGENT OF APPLICATION AP THE OWNER. I AGREE TO rOMPLY WITH CITY AND STATE LAWS REGULATING CONSTRVC_ TIQN; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL This application is not a porn -di . until el I gFko by . Vie Building Oftial or his/her pepoy: I anO Fees are pakd, end IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN.��A��NCE AND RCW 18.27. 0 FOR INSPECTION FOC61PI Is ackn.avviedged I.n sj) ace prWideiO. I SIG (OWNER _j &ZAT E fSI G N E D (425) F IALS SIGNATURE PATE =11ELSEP :�:�OA A 771-0220 ATTENTION W 1333 BY ATE IT IS UNLAWFUL TQ USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A QERTIFI- CATE OF OCCUPANCY -HAS REEN GRANTED. t)BC SECTION 109 ORIGIN ' AL - Fit N /1NSPEC9R 04/02 PRESS HARD -YOU ARE PINK - �W!NiJER GOLD - ASSESSOR MAKING 5 COPIES GREEN - ACCOUNTING I i - - " 'P A - City if Edmonds kl HU Permit No:.000,2- RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: A. Address or Vicinity of B. Type of C. Contractor: %W00-Malm IN MailingAddress: I ��10YU- ( AU IV State License #:. D. Building Permit # (if applicable): E. Commercial - Multi -Family El (�,u6division El Single Family rd '14 " PE. YY)CA 30 , e (a I L� Contact: ':3 LAJ S 4 (A I C,1 L Phone:a c) Lo - 4 1 - 14,� �) 9 Liability Insurance: Bond: Side Sewer Permit # (if applicable):_ -,0 El, City Project -F] EUC (PUD, VERIZON, PSE, AT& T, OVVrD) Other F. PAVEMENT CUT: El YES R NO G. SIZE OF CUT X CONCRETE CUT: El YES El NO /I , INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless ftom injuries, damages qr 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 but not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLL097NG THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT WiLL BEPROCESSED FOR ISSUANCE TO THEAPPLIC4NT. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required .'by (WAC) 296-155-305 and must have certiflcation verifying completion of the required training in their possession. Restoration is to be in accordance with City codes.- All street -cut trench Work shall be patched with asphalt or City - ,approved material prior. to the end of the workday - NO EXCEPTIONS. Thrce,�ets of construction drawings of proposed work are required with the permit application.. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK I HA VE READ THE ABOVE STA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THA TI MUSTMAKE THE PINK COPY OF THE PERMITA VAILABLE ONSITE A TALL TIMES FOR INSPECTIONS Signature: ),.k� lcu-) Date: /a 7. (contractor or Agent) FOR CITY USE ONLY h, L65m— - Approved by: Right of -way Fee:, Time Authorized: I Void After Disrupti.on-Fee/Fund Ill: Special Conditions: 1?fs-S-M9F- ledW rO CIZV Restoration Fee: eMAMARDC , TRFril e00WL;;LAfAeVVED A!; Total Fee: -1!5: MOT&D mail ELI AAV AEFOM 0044AW6." Receipt No-.--� - Issued'by: UPON COMPLETION OF PERMITTEDWORK, AN ENGINEERING FINAL INSPEC,TION.IS REQUIRED PER CHAPTER 18.00 ' OF THE EDMONDS C -OMMUN-IT-V-.-DE,-V-ELOP-M-E-NTt.-.CODE..(-Ph'on,e�-425,-7717,0220,�Ext.:1326),., FINAL APPROVAL OF PERMITTED WORK: (PL', DATE: tthwio-1 's sighqtul b4spector For inspection requirements see Engin,'c'vr1Hg-JLH3p"%.-.i informa-tion-liandout.... NO WOIZK Sl1ALLJ3E(;1N NUOIZ TO 1l,'1ZNl1T ISSLJANCE d DAI ments\Forms\Engnmg\R03Y9TM1L.! 0CW P, t.. 4, P�-AN -�:T � r I 6 00 0 Go 00 V_ TIE-IN 2" BRANCH 17'ECL, ±15'SCL 1ECL, _'SCL 188th ST S.W. 5/8" 991S 1 198�- :4 — — H W 02- Lij 211 X 1-1/4" REDUCER' 00 18'ECL, ±15'SCL 00 'ECLI 'SCL 60' R/W TRENCH *WTH 24' AIIN FkhKL GRADE 36" MkV COVER la, U#4 -M, "a. 12' 12' 6' SAND COVER U1 I I PROP 1-1/4" PE MAIN ±15'SCL (IN ESMT) .'SCL U r--fff _GTL 11 ESMT 110 Uj CL , 00 1-1/4" PE VALVE 32WCL, ±15'SCL WCL 'SCL S\N I B9 PROPOSED G4S WN 3' S4W BED&W PROPOSED PG*V? LM LOCATION COMMMrAZIONS JOINT TRENCH DETAIL MTS ROPES FROM TO 1-1/41' PE CAP/EOM i 140'WCLv ±8'SCL 'WCLj 'SCL 20' UTILITY EASEMENT FITTER (CHECK BOX IF COMPLETE) Work area left in Clean & Safe condition Complete all Pipe Tables and Gas Pressure Stamp Field changes Red —Lined on as—bUilt Material verified and Changes oted on paperwork El All Valve & Tie—in Locations noted an as —built El Note beginning of Main, EOM & Line of Main locations 1:1 Show Rope Locations & Cul—de—sac Radius F1 Foreman's Signature Company Employee ID# STANDARD NCC GAS CONSTRUCTION NOTES: 1. FIELD LOCATE ALL UNDERGROUND UTILITIES. CALL "ONE- CALL* TWO WORKING DAYS PRIOR TO CONSTRUCTION, 1-800-424-5555. 2. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS STANDARDS PROCEDURES MANUAL 3. INSTALL MAIN VALVES OUT OF TRAFFIC WERE POSSIBLE. 4. ANY CHANGE IN ROUTE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY PROJECT MANAGER. 5. COMPLETE "PIPE CONDITION REPORT" ON ALL EXPOSED EXISTING PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE BOX (TEST LEAD) INSTALLATION. 6. INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE GAS OPERATING STANDARDS 14.2 AND 14.5. 7. MAINTAIN CATHODIC PROTECTION FOR STEEL MAINS BY THE USE OF CON11NUITY BONDS OR OTHER MEANS DETERMINED BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARDS 10.3 8. INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS STANDARDS PROCEDURES P0201 AND P0303 AND PSE GAS OPERATING STANDARD 10.2. TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS. 9. REFER TO PSE GAS OPERATING STANDARD 6.8 FOR MAIN AND SERVICE COVER REQUIREMENTS. 10. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 6.14, 6.17 AND 14.2 AND PSE GAS FIELD PROCEDURE P0816. 11. CUSTOMER PROVIDED TRENCHES ON PRIVATE PROPERTY SHALL CONFORM TO PSE STANDARDS. 12. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICT10N REQUIREMENTS. 13. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEM, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY A PSE REPRESENTATIVE. 14. SYSTEM MAOP DENOTED BA SYSTEM MAo'p = 45 PSIG. 15. COORDINATE INSTALLATION WITH CORROSION CONTROL- ED VOOGT 206-396-2799 GAS MAIN INSTALLATIONIRETIREMENT Type/Work Pipe Size Type Estimated Length Actual Length Manufacturer INSTALL 1-1/4" PE 120' Gi,.S MAIN PinE*_`_'1URE & FEsTING T,.�ETEST PRESSURE TESTED iiY DATE ON TIME ON DATE OFF TIME OFF TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF TIME OFF n 60 SYS MAOP 45 PROJECT PHASE NOTIF# ORDER# U) SAP Superior Service/Meter Service/Meter Service/Meter Service/Meter Ind. Service Ind. MSA Dis. Reg. / FT HP Svc/MSA Relocate Retirement X799526149 107014277 Contractor CONSTRUCTION COST CODES: 021-103-1 1— 1 1 Vicinity Map WORK SITE nd R P 4th Si- 175thS _IYU t ZiN %J' two 'j7 18800 88th Ave W 0261 s tj M h, 1 th t-S 24 Z_ K 3 0? Z162n Z rd-MSTS Owner/ Developer Contact Info SVEN HELLEREN CONST INC. PO BOX 374 EDMONDS, WA 98020 206-947-2875 CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES REAL ESTATE/EASEMIENT PERMIT EXISTING EDMONDS REV# DATE BY DESCRIPTION FUNCTION CONTACT PHONE DATE 3 PROJECT MGR DOUG USiTALO 206-418-4236 9-3-02 2 ENGR-GAS 1 DRAWN BY PEGGY SHULL 206-418-4253 9-3-02 CHECKED BY DOUG USITALO 206-418-4236 COUNTY SNO EMER SECT 4 GAS WK CTR MCNSEG APPROVED BY DOUG USITALO 206-418-4236 FITTER #1 1/4 SEC SW 18-27-4 OP MAP 160.068 PLAT MAP 161.068 FITTER #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES SNO PUD VERIZON NW AT&T CONTACT MARK PEDERSON KCBROWN DANNY MIMS PHONEH 425-514-5689 425-317-9601 1 425-471-1867 1 ,�i. PUGET SVEN HELLEREN CONST ENMGY 18800 88 AV W, EDMONDS TOUND 1-1/4" PE IP JT MAIN EXTN IV DESIGNED BY PILCHUCK CONTRACTORS INC. i 0-7-01,14 27, T - - * * SCALE: 1PAGE 0. 11 1"=5 1 1 1 IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 E.,W.M. 188th STREET S.W. tA En 2) 30' EXISTING DRIVEWAY CUT AND WALKWAY SHALL BE REPLACED WITH NEW CURBING AND 5' WIDE ASPHALT WALKWAY CB #1 TYPE 2-48 SADDLE -SEE DETAIL SAW CUT & REPAIR EX. ASPHALT AS NECESSARY. L 0 T -1 1 EDNIONDS SEA VIEW TRACTS 4346-000-017-0105 J.C. LARMORE RS-12 CB #4 TYPE 2- 48" SOUTH LINE OF THE NORTH 124.03 FEET OF TRACT 17, AS MEASURED ALONG THE 20' LITILITY— 0 WEST LINE I EASEMENT I 313.99'(MEAS.) 4�TRUGTF-D -VRIVEWLAY�t�COJE 0 A T 0 4X7 - b-LI—RiNd BUILDING RMIT PHASE ss 000 /PRIVATE ROAD, 1+2 20 1 - SS— — 2,312 S.F. 25'-8" PVC 0 1.4% \EX. C.B. TOP 358.93 INV 354.63 ,2 20' 14— ASPHALT CURB BACK OF ASPHALT WALK ADDRESS SIGN FOR EMERGENCY VEHICLES A CB #2 CB #3 TYPE 1 TYPE 2- 54" UTILITY POLE 64 LF 84" DETENTION PIPE 0.00: V I 1PE 1 '1'1'UT1't-1'Ty OLE NTH 1 FT. DEAD STORAGE. I Yj 6'-13" PVC 02.0% N 89'44'50" W � V A Iti URING BUILDING PERMIT PHASE ';?o CONTRACTOR TO CONNECT YARD AND RO3F CRAINS TO DETENTION P03 10' UTILITY- (T*YP.) EASEMENT �O U) L q10 bi I \ —10 Tp BE E CAIED 10 THE 0 E ONDS. LLJ Fay 10' U`IILIT co EASEM�NT 0 > < C- LOT 1 00 F 12,000 S.F. 60 21 It EX. ASPHALT WALK EX. ASPHALT CURB — Wm 0. )oll- 10' N 89'31'43" E 145.76' OLE 89*46'47" W 145.75' lb EXCEPTION -PARCEL CONVEYED TO ADJACENT 1,�> OWNER BY ORDER AND JUDGEMENT QUIETING 1 6, 7 ' TITLE DATED MARCH 3 2002 UNDER 4-� I N 00*21'01" E 5.52' C� Cq 00 LOT 3 0 12,000 S.F. 'CO c6 LOT 2 12,003\�S.F. CP 7/7� r9 47 774 r W I I I N 89*46'47" W 317.55'(DESC.) 313.97'(MEAS.) -i SNOHOMISH COUNTY SUPERIOR COURT FILE r NO. 01-2-04896 EX. C.B. TOP 365.53 INV 354.68 H o- j\jI —F' L A H H E I G- H T S 2 RS-12 7260-000-002-0008 7260-000-001-0009 MARLA A. TIMM 30' 30' J. SULLIVAN LOT CONSTRUCTION NOTES 1. CONNECT ROOF DRAINS AND DRIVEWAY INLETS TO DRAINAGE SYSTEM. 2. PROVIDE TURN AROUNDS FOR EACH LOT. DRAINAGE FROM ALL PAVED SURFACE SHALL BE CONVEYED TO DETENTION SYSTEMS. 3. ALLOWABLE IMPERVIOUS SURFACES: LOT 1 = 5,400 SF LOT 2 = 5,400 SF LOT 3 = 7,700 SF PRIVATE ROAD = 2,100 SF 158.22' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: A5s V CITY ENGINEER SCALE 1"=20' 10 0 30 0 20 2 6456-000-002-0004 CA RS-12 Q 9 LLI -1 Z" 7-3 6456-000-003--0003 JOAN D. WATSON 184TIl ST. S.W. A� 188TH ST. S.W. W 49 S I TE Al PUGET DR. S.R. 524 CASPERS ST. or 01 co 40 < MAIN SL DAYTON ST. ck� VICINITY MAP NO SCALE OWNER/DEVELOPER SVEN HELLEREN CONSTRUCTION, INC. P.O. BOX 374 EDMONDS, WA. 98020 PH.: 425-776-3762 ENGINEER/SURVEYOR_ LOVELL— SAUERLAND & ASSOCIATES, INC. 19400-33RD AVENUE W., SUITE 200 LYNNWOOD, WA. 98036 CONTACT: ROBERT LONG, P.E. PH.: 425-775-1591 FAX: 425-672-7§98 VERTICAL DATUM INVERT OF SANITARY SEWER MANHOLE NO. 251 AT THE INTERSECTION OF 88TH AVENUE W. AND 188TH STREET S.W. ELEVATION : 350.00 DATUM : CITY OF EDMONDS (M.L.L.W.) LEGAL DESCRIPTION ALL THAT PORTION OF TRACT 17, EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DECSRIBED AS FOLLOWS: BEGIN14ING AT THE NORTHWEST CORNER OF- SAID TRACT �17; -THENCE SOUTH,ALONG 111E WEST LINE OF SAID LOT, 126.2 FEET TO THE, TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH ALONG SAID'WEST'LINE, 126.2 FEET; THENCE EAST 317.55 FEET, MORE OR LESS,, TO THE EAST LINE OF SAID LOT; THENCE NORTH ALONG EAST LINE TO A POINT EAST OF POINT OF BEGINNING; THENCE WEST 317.87 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION OF TRACT 17, EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 1. HOMELAND HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGES 253 AND 254, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; THENCE S 89*46'47" E. A DISTANCE OF 145.75 FEET TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE N 0*21'01" E, ALONG THE NORTHERLY PROLONGATION OF THE EASTERLY LINE OF SAID LOT 1, A DISTANCE OF 5.52 FEET; THENCE S 89*31'43" W, A DISTANCE OF 145.76 FEET TO THE NORTHERLY PROLONGATION OF THE WESTERLY LINE OF SAID LOT 1; THENCE S 0'21'01" W, ALONG SAID PROLONGATED LINE, A DISTANCE OF 3.76 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THE SOUTH 2.17 FEET (2-2-) OF THE NORTH 126.2 FEET, AS MEASURED ALONG THE WEST LINE, OF TRACT 17, EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. (COPY INDEX OF DRAWINGS 1 OF 4 ROAD AND STORM DRAINAGE PLAN 2 OF 4 ROAD AND STORM DRAINAGE NOTES AND DETAILS 3 OF 4 GRADING AND T.E. & S.C. PLAN 4 OF 4 WATER AND SANITARY SEWER PLAN STREET FILE AS 0 36508 IST q -0 FEXPIRES 8/17/021 ROAD AND STORM DRAINAGE PLAN FOR SVEN HELLEREN CONSTRUCTION., INC. IN . NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 E.,W.M. CITY OF EDMONDS SNOHOM Ht 6 oc> rw 0. cl -7 60 t REV. 01 PER CITY CO TS 7-9-02 Lovell — Sauerland & Associates, Inc. SHEET oil Engineers/Surveyors/Planners/Development Consultants Lamm -M 19400 33rd Avenue W., Suite 200 * Lynnwood, WA 98036 9 (425)775-1591 9 Fax 672-7998 DRAWN CHECKED DATE F.B. SCALE FILE NO. JAE RLL 6-4-02 425A. P.50 I" = 20' 4246-0-01 OF IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 E.AM. GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO W.S.D.O.T. 2002 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAN (W.S.D.O.T. 2002). 2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MARKERS NTH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED ON THE MARKERS, AND PRIOR TO BACKFILLING. 4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220, EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS OF THE SIDE SEWERS AND WATER SERVICES. 5. UPON COMPLETION OF THE.SITE IMPROVEMENTS AND UNDERGROUND UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE SEWER LATERALS OR TEES, WATER LINES OR OTHER PERTINENT INFORMATION. 6. UNDERGROUND WRING REQUIRED WITH STREET LIGHTING (PRIVATE). 7. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH LOT. 8. THE CONTRACTOR SHALL ARRANGE FOR AND MAKE AIR TESTS OF SANITARY SEWER AND SEWER CONNECTIONS UNDER THE SUPERVISION OF THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. LATERALS TO BE 6" CONCRETE PIPE, OR P.V.C. CONFORMING TO SDR 3034 .STANDARDS. 9. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING -THE CONTRACTOR IN LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING NTH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS OPERATIONS. 10. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM LINE, RETENTION SYSTEM, ETC. WRITTEN ACCEPTANCE BY THE CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER. 12. ALL WOR K AND MATERIALS SHALL BE IN ACCORDANCE NTH W.S.D.O.T. 2002/A.P.W.A. STANDARD SPECIFICATIONS OR AS DIRECTED BY THE CITY OF EDMONDS. 13. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. 14. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAVING. 15. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR IN SITE EROSION HAS PASSED. 16. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE ENGINEERING DIVISION. 17. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF LOCATION. 18. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS LANDSCAPING/EROSION CONTROL MEASURES ARE EMPLOYED. 19. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12", 18". 24" & 36" INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1. 20. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO - SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. 21. PIPING SPECIFICATIONS AS NOTED. 22. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1 (ASPHALT COATED). 23. ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE NTH THE CITY OF EDMONDS AND SNOHOMISH COUNTY P.U.D. STANDARDS. 2" MIN. COMP'T. DEPTH CL."B" A.C.P. PAVEMENT 2" MIN. COMP'T. DEPTH AGG. LEVELING COURSE 4" MIN. COMP'T. DEPTH AGG. BASE COURSE APPROVED SUBBASE TYPICAL PAVEMENT DETAIL N. T. S. n�' ?_ X. GROUND PRIVATE ROAD DETAIL N.T.S. PLAN N.T.S. ELEV. 360.85 6" CMP ELBOW (TYP.) ELEV. 359.00 T 1" DIA. ORIFICE ELEV. 358.40 3 (TYP'.) 1" DIA. ORIFICE ELEV. 355.00 ELEV. 353.00 2/3" DIA. ORIFICE RESTRICTOR N.T.S. LOCKING LID OFFSET WHERE OPENING IS DIRECTLY OVER LADDER AND RESTRICTOR IS TOP ELEV. 362.90 VISIBLE AT ONE EDGE OF GRATE 6" MIN. STD. POLYPROPYLENE STEPS OVERFLOW ELEV. 360.85 ALUMINUM ROD------.:_ PIPE SU PPORT 64LF-84" DETENTION PIPE SLOPE = 0.00% 3"xl" CORRUGATION 16 GAUGE W ASPHALT COATED CMP W S2 V) 2'-36"CMP 2'-24"CMP Ld pf 24" MIN. ASPHALT ASPHALT 9 COATED COATED W W CONNECTOR CONNECTOR CLEANOUT/SHEAR GATE V) PIPE PIPE FLOW FLOW INV. 355.00 _L A STORAGE -x�,A inn 3" MIN CLEARANCE- 24" 24" CEI#3 TYPE 2 CATCH BASIN CB#4 - CUT HOLE 2/3"__/'i 54" DIA. TYPE 2 CATCH BASIN DIA. IN 12 GA. .4 (JOINT LOCATION VARIES) 48" DIA. (JOINT LOCATION VAMES) PLATE AND WELD TO CMP CROSS. HOLE TO BE SHARP -EDGED, SHOP DRILLED. DETENT10N SYSTEM DETAIL N.T.S. 0 W PAVEMENT WIDTH 12" LIMIT --OUTSIDE PAVEMENT EDGE no NOTES: 1. EXTRUDED CEMENT CONCRETE CURB SHALL BE BONDED TO THE PAVEMENT WITH TACK COAT OR SLURRY MIXTURE ADHESIVE. 2. JOINTS IN EXTRUDED CEMENT CONCRETE CURB SHALL BE CUT VERTICALLY AT 10 FOOT INTERVALS TO A MINIMUM DEPTH OF 5 INCHES. SAWED CUTS SHALLBE 1/8 INCH MINIMUM WIDTH. EXTRUDED CURB N.T.S. NOTES: DO NOT CUT INTO STORM MAIN UNTIL REMAINDER OF EXTENSION IS READY FOR SERVICE AND AUTHORIZED BY CITY. SADDLE MANHOLE N. T. S. )UT EXTERIOR MANHOLE 4TS (TYPICAL) > 4" AIR VENT ST IN PLACE CONC. iml 3641 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ln . . . . . . . . . . Cq . . . . < + 00 Of CZ4 00 0 0 C14 (d + . . . . . . . . . . . LO '+ 0 to (D C-j to Ld r) z > A if LL_ oil- ;� > C3 z ow H U) Uj _j _j UL W . . . . . < (n W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... ...... .......................... % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 360- .. ........ ............................ ............. DETENTION PIPE C13 #2 (SEE DETAIL) TYPE 1 STA. 0+31.5, 7' LT. TOP=362.60 INV=3.59.00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ll L U A C13 #3 C13 0 TYPE 2-; 54" T`YPE 2- 48^ W/ SOLID LID W/ SOLID LID 356. / A X . . . . . . . . . . . . . . . tTA.'d+3S.7b,"1' CT: . . . . . . . . STA. A + 0.26, 11' LT. CONTRO� STRUCTURE (StE DETAIL) TOP=365.40 TOP=362.90 11-=363.50-8" IN I.E.=36.80-6" IN Lt.=363.50-8" IN 11.=354.00-�4" OUT C13 #1 1.11.=358�88-8- IN J' . . . . . . . - - - - - - - - - - - - - TYPE 2-48" I.E.=355.-OO-8" OUT STA. 0+08.2, 1' LT. TOP=362.60 INV=354.65 SADDLE -SEE DETAIL *CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION 352 .............. ......................... --0 - - ----------- to. N 'i cli to co to ED W ff) n n . to V) . . . . . . . . . . . . . N . * . . " 1 '0 . . . . . . . . . . . . . . . . . . . . . . " . . . . . . . . . . 0+00 0+50 1+00 ACCESS ROAD PROFILE SCALE: H 1"=20' V 1"=2' APPROVED FOR CONSTRUCTION CITY DMONDS DATE: '72 0 - n 'z_ BY: /4jj PITY ENGINEER 'Q L. .4 0 � a ,w36508 is 0 FEXPIRE 8/17/021 ROAD AN'D STORM DRAINAGE NOTES AND DETAILS, FOR SVEN HELLEREN CONSTRUCTION., INC. IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 E.,W.M. CITY OF EDMONDS .SNOHOMISH COUNTY, WASHINGTON REV. 01 PER CITY COMMENTS RLL 7-9-02 Lovell -S auerland & Associates, Inc. SHEET Engineers/Surveyors/Planners/Development Consultants 2 19400 33rd Avenu6 W., Suite 200 e Lynnwood, WA 98036 e (425)775-1591 * Fax 672-7998 DRAWN CHECKED DAT-E4-02 F.B. SCALE FILE NO. 4 JAE RLL 425A, P.50 4246-0-01 OF IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 E.,W.M. L ASPHALT CURB BACK OF ASPHALT WALK -1 7260-000-001-0009 J. SULLIVAN 1, a T -1 7 D I\jl 0 JN D S S E A V I r W Er T R A C T S 4346-000-017-0105 J.C. LARMORE RS-12 j\jJ 5, L A JN D J-1 _E- I G- r11 T Sil RS-12 2 7260-000-002-0008 MARLA A. TIMM A% 2 6456-000-002-0004 GARY A. AND DEBORAH THUNELL RS-12 LLI 3 6456-000-003--0003 JOAN D. WATSON 4 N SCALE 1 fp=20' 10 0 30 0 20 NEWLY GRADED OR DISTURBED SLOPE ATTACH FILTER FABRIC TO POSTS WITH WIRE RINGS OR STAPLES INSTALL PER CITY STD. DETAIL E1.1 2"X 4" DOUGLAS FIR SUPPORT POST FILTER FABRIC 6" EX. GROUNDJ;1� 18':MAX. 15 MIN. 8" to I O"j SECTION 811_� MIRAF1 140 OR EQUAL FILTER FABRIC 6- I ':MAX. 8 f4iHiElfBiffiff 15 MIN. i W4"' 8"MIN. 2"X 4"DOUGLAS FIR EXTEND BOTTOM OF POSTS 0 3'O.C. MIN. FILTER FABRIC INTO ELEVATION 4"WIDE X 4"DEEP TRENCH FILTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR STANDARD STRENGTH SYNTHETIC FILTER FABRIC. IT IS DESIGNED FOR LOW OR MODERATE FLOWS NOT EXCEEDING I C.F.S. 1. THE HEIGHT OF A FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND SHALL NOT EXCEED 18 INCHES. 2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGHT OF THE BARRIER TO AVOID THE USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE BARRIER). 3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 8 INCHES). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER. 5. THE FILTER MATERIAL SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES AT LEAST 1/2 INCH LONG SHALL BE USED. FILTER MATERIAL SHALL NOT BE STAPLED TO EXISTING TREES. 6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER MATERIAL. 7. IF A FILTER BARRIER IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR HORSESHOE WITH THE ENDS ORIENTED UPSLOPE. 8. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. nLTER BARRIER N.T.S. SITE GRADING AND EROSION CONTROL NOTES GRADING QUANTHIES: CONSTRUCTION SEQUENCE DISIURBED SOIL PROTECTION NOTE TOTAL CUT = 400 C.Y. 50' MIN. 1. STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING TOTAL FILL = 400 C.Y. STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, INSPECTOR (771-0220) TO SET UP MEETING. NOTE: SOIL PROTECTION BMP'S SHALL BE APPLIED WITHIN THE OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, FOLLOWING SCHEDULE: THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED 2. CALL FOR UTILITY LOCATIONS (1-800-42�-5555). AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE FROM MAY 1 TO SEPTEMBER 30: PURPOSES. THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 3. CONTRACTOR TO REVIEW AND READ ESC 140TES AND PLAN. THROUGH SEPTEMBER 30). ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE *DOES NOT INCLUDE EXCAVATION FOR INDIVIDUAL HOUSE FOUNDATIONS. 4. FLAG CLEARING LIMITS. PERFORMED WITHIN 7 DAYS SHALL BE PROTECTED BY STRAW MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD 2. OTHER BMPS. AS REQUIRED BY, THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF 5. INSTALL FILTER FABRIC FENCE, ROCKED CONSTRUCTION ENTRANCE, APPROVED BY THE CITY. INCREASED RUNOFF SHALL BE APPLIED. AND OTHER ESC DEVICES. 3. MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND 6.. INSTALL AND MAINTAIN CATCH BASIN PROTECTION. FROM OCTOBER I TO APRIL 30: MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE GRADING AND T.E. & S.C. PLAN MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. 7. CLEAR SITE PER THIS PLAN (GRUBBING, ROUGH GRADING). PERFORMED WITHIN 2 DAYS SHALL BE PROTECTED BY STRAW 12" OF 4"-8" QUARRY SPALLS. 4. EXPOSED SOILS SHALL 13E PROTECTED BY STRAW MULCH, PLASTIC SHEETING, HYDROSEEDING 8. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD FOR TOP WITH CRUSHED SURFACE TOP R=25' OR OTHER METHOD APPROVED BY THE CITY. REQUIREMENTS. APPROVED BY THE CITY. COURSE AS NEEDED. 5. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY 9. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.). S VEN HELL EREN CONSTRUCTION., INC. SEEDING AND MULCHING. HYDROSEED PREFERRED. 10. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION. MMPORARY CONSTRUC'nON ENTRANCE 6. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY IN NW1/4,SW1/4 'OF SECTION 18,T.27 N.,R.4 E.,W.M. AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING 11. HYDROSEED AND MULCH ALL EXPOSED AREAS. N. T. S. AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING CITY OF EDMONDS SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 12. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION 7. CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, MEASURES ARE INSTALLED. APPROVED FOR CONSTRUCTION SNOHOMISH COUNTY, WASHINGTON LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRYSPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. NOTES: 8. TO AVOID TRACKING MATERIALS ONTO THE PUBLIC STREET ALL VEHICLES LEAVING THE SITE SHALL BE oy CLEAN. I. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS DATE: Cn_ REV. 01 PER CITY COMMENTS RLL 7-9-02 RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCATIONS 9. DURING CONSTRUCTION PROPER BMP'S SHALL BE EMPLOYED TO CONTROL DUST. PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED SHEET CONTACT ENGINEER IMMEDIATELY. BY: 365013 EMS Lovell - Sauerland & Associates, Inc. Is mmmmm CITY ENGINEER TO Engineers/Surveyors/Planners/Development Consultants CALL BEFORE YOU DIG: 1-BOO-424-5555 L 1-9,02 L m m 3 2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED DEPENDING ON rEXPIRES 8/17/02� 19400 33rd Avenue W., Suite 200 e Lynnwood, WA 98036 e (425)775-1691 Fax 679-7998 EXISTING UTILITY LOCATIONS. DRAWN CHECKED DATE __ IF.B. SCALE FILE NO. JAE RLL 6-4-02 425A. P.50 4246-0-01 OF IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 E.,W.M. -_j c bf T4W M 0 20 STUB 6" SIDE SEWER INV.= 352.90 FIELD VERIFY 2-WATER METERS FOR LOTS 2 & 3 BY CITY :D > < 4-j 00 00 21 EX. ASPHALT WALK EX. ASPHALT CURB - EX. WATER METER T Z BE USED FOR LOT I 0 RELOCATE TO PROP. LINE 22 .EX. MH#251 TOP = 358.24 INV = 350.00 188th 0 EX. C. B. TOP 358.93 INV 354.63 ASPHALT CURB 0 BACK OF ASPHALT WALK CONNECT EXISTING--\ SEWER SERVICE dlUTILITY POLE FIELD VERIFY PRIOR TO CONSTRUCTION. L T 1 7 Er D J\jl 0 N D S S Er A V I E W A C T S 4346-000-017-0105 J.C. LARMORE RS-12 \1 - SEWER CLEAN OUT SEWER CLEAN OUT INV.= 356.00 A ss PVC 1 �4-0% � 4- TD Xf- T - - - - - - --- -00 100 6" PV� 0 4.0% /PRIVATE ROAD 1 goo ss ss i73-12S.F. 3 r0ro - - - - - - - - - - - - \\2� 1- ATER SER\4+ 6ESJ�, I 1011 10' LITILITY- EASEMENT �O ca L 1 -- - - - - - -10 1p BE E CAIED 10 THE O� E ONDS. FITY 10' U�ILIT EASEM�NT LOT 1 12,000 S.F. 90 CID. A LU ter UTILITY OLE I EX. C. B. LOT 2 12,003 S.F TOP 365.53 jH j\jl F: L A 1\1 D 11-1 Er G- 11-1 T INV 354.68 IRS-12, 7260-obo-ool-000g J. SULLIVAN NOTES: EX. MH#251 TOP 366.39 1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS INV = 354.13 RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENG INEER IMMEDIATELY. CALL BEFORE YOU DIG: 1-800-424-5555 2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED DEPENDING ON EXISTING UTILITY LOCATIONS. 20' UTILITY EASEMENT �4 6-6� --y -pV,C 0 4 SEWER CLEAN OUT INV.= 360.00 L9 C'4 00 6 z 0 2 7260-000-002-0008 MARLA A. TIMM LOT 3 12,000 S.F. APPROVED FOR CONSTRUCTION CITY OF E YONDS DATE: -M/ 6 07. BY: 2� CITY ENGINEER SCALE 1"=200 10 0 30 0 20 2 6456-000-002-0004 GARY A. AND DEBORAH THUNEiLL RS-12 3 6456-000-003--0003 JOAN D. WATSON ,v L. 1::� OF 0 0 44 IST L 1-9-DA [UF�ES - 8/17/021 SITE 0, W PUGET DR. W V) z D (n 184TH ST. S.W. or CASPERS ST. iE 00 0, 01 00 01 <) A% OF MAIN ST. DAYTON ST. 40 VICINITY MAP N.T.S. S.R. 524 SANITARY SEWER NOTES 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE UNDERGROUND UnLITY LOCATION SERVICE SHALL BE CONTACTED FOR FIELD LOCATION PRIOR TO ANY CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. FOR UTILITY LOCATION IN SNOHOMISH COUNTY, CALL 1-800-424-5555. 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT. 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUB ECT 0 INSPECTION OF THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD AND UTILITY CONSTRUCTION. 6. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL AND BEDDED PER CITY STANDARD DETAILS. NATIVE MATERIAL CAN BE USED FOR BACK FILL PROVIDED SHARP ROCKS ARE KEPT OFF THE PIPE DURING THEBACK FILL PROCESS. 7.. SIDE SEWERS SHALL BE INSTALLED ACCORDING TO CITY OF EDMONDS STANDARDS FOR SUCH INSTALLATION. 8. SIDE SEWER STUBS ON EACH LOT SHALL BE MARKED WITH A 2"X4" LOCATED AT THE END WITH PORTION ABOVE GROUND PAINTED WHITE WITH BLACK LETTERS LABELED "SEWER" WITH DEPTH. 9. LOCKING LAMPHOLE COVERS SHALL BE PLACED OVER CLEANOUTS AT THE RIGHT-OF-WAY AND AT ALL PROPERTY LINES. WATER NOTES 1. APPROXIMATE LOCATIONS. OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE UNDERGROUND UTILITY LOCATION SERVICE SHALL BE CONTACTED FOR FIELD LOCATION PRIOR TO ANY CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. FOR UTILITY LOCATION IN SNOHOMISH COUNTY, CALL 1-800-424-5555. 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT. 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE QITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION OF THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD AND UTILITY CONSTRUCTION. 6. ALL CONNECTIONS TO EXISTING WATERMAINS TO BE ACCOMPLISHED BY THE CONTRACTOR. ALL NECESSARY EXCAVATION, BACK -FILL AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON SITE PRIOR TO NOTIFICATION TO WATER DEPARTMENT TO SCHEDULE CONNECTIONS. 7. WATER SERVICES SHALL BE TYPE 'Y' COPPER PIPE OR HI MOL POLY PIPE (160 PSI MIN.) PER CITY STANDARDS. WATER AND SANITARY SEWER PLAN FOR SVEN HELLEREN CONSTRUCTIONP INC._ IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R..4 E.AM. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON REV. 01 PER CITY COMMENTS RLL 7-9-02 EMOOM Lovell- Sauerland & Asso ciates, Inc. SHEET L Engineers/Surveyors/Planners/Development ConsulLants 4 19400 33rd Avenue W., Sufte 200 e Lynnwood, WA 98036 0 (425)775-1591 9 Fax 672-7998 DRAWN CHECKED I I DA6T-F4-02 F.B. 1 SCIA"!20' FILE NO. 4 JAE RLL 425A. P. 50 42-46-0-01 OF 3: 2 30' EXISTING DRIVEWAY CUT AND WALKWAY SHALL BE REPLACED WITH NEW CURBING AND 5' WIDE ASPHALT WALKWAY C13 #1 TYPE 2-48" SADDLE -SEE DETAIL SAW CUT & REPAIR EX. ASPHALT AS NECESSARY. 20 25'-8" PVC 01.4% 3t Lu > < 00 co 21 EX. ASPHALT WALK EX. ASPHALT CURB z 30' IN NW1/4,SW1/4, OF SECTION 18,T.27 N.,R.4 E.,W.M. I 188th STREET S.W. E LXC. . B. 1Z TOP 358.93 INV 354.63 C� L 0 T -1 1 P EDINJID NDS SgA V 19W TRACTS 4346-000-017-0105 J.C. LARMORE 20' ASPHALT CURB' BACK OF ASPHALT WALK ADDRESS SIGN FOR RS-12 EMERGENCY VEHICLES CB #2 CB #3 TYPE 1 TYPE 2- 54" C13 #4 UTILITY POLE 64 LF 84" DETENTION PIPE 0 0.00 TYPE 2- 48" SOUTH -LINE OF THE NORTH 124.03 FEET 16'-f3" PVC NTH 1 FT. DEAD STORAGE. OF TRACT 17, AS MEASURED ALONG THE 20'. UTILITY 2 2 2.0 WEST LINE .0 .0 2.0 2.0 N 89*44'50" W I 313.99'(MEAS.) EASEMENT VPE VOLE C 0 BE (�ON�TR�Lr_'LEJ -DRIVEWAYS' -TR- -------- AGT49�9— 0 �XA b_U�FNG_I3_UICDW_(; —PERMIT PHASE j- Ss /PRIVATE ROAD, 1+00 0_00 _,Ss 1+2 2.312 S.F. O� . ................. 7 DURING BUILDING PERMIT PHASE `po. CONTRACTOR TO CONNECT YARD AND RODF DRAINS TO DETENTION (TYP.) 10' UTILITY - EASEMENT �O 00 L9 kD le >< (D 0 Ld 10 1p BE 00 7 �CATED TO THE fITY 0 E ONDS. OC) LOT 3 \ It 0' 0ILIT 12,000 S.F. 00 c6 I c6 EASEMVNT �! I c6 i - LOT 2 z 12,003 S.F. LOT 1 12,000 S.F. O� IB ff Wm A N 00'21'01" E b 0 )011 10' N 89'31'43" E 145.76' 5.52' L TILI I Y OLE r 89'46'47" W 145.75' N 89'46'47" W 158.22' 0 1 ,'>Ib EXCEPTION -PARCEL CONVEYED TO ADJACENT OWNER BY ORDER AND JUDGEMENT QUIETING _j TITLE DATED MARCH 3, 2002 UNDER SNOHOMISH COUNTY SUPERIOR COURT FILE N 89*46'47" W 317.55'(DESC.) 313.97'(MEAS.) k1r) 01_')_f)AP0CZ ig r EX. C. B. TOP = 365.53 L A 1\1 D -1r] E I G H T S INV = 354.68 H 0 j\/1 _E 30' R%9-12 7260-000-001-0009 J. SULLIVAN LOT CONSTRUCTION NOTES 2 7260-000-002-0008 MARLA A. TIMM 1. CONNECT ROOF DRAINS AND DRIVEWAY INLETS TO DRAINAGE SYSTEM. 2. PROVIDE TURN AROUNDS FOR EACH LOT. DRAINAGE FROM ALL PAVED SURFACE SHALL BE CONVEYED TO DETENTION SYSTEMS. 3. ALLOWABLE IMPERVIOUS SURFACES: LOT 1 = 5,400 SF LOT 2 = 5,400 SF LOT 3 = 7,700 SF PRIVATE ROAD = 2,100 SF APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEER SCALE 1"=20' 10 0 30 0 20 2 6456-000-002-0004 GARY A. AND DEBORAH THUNELL IRS-12. C) a _T� 6456-000-003--0003 JOAN D. WATSON A, 184TH ST. S.W. 188TH ST. S.W. e_ i- 5: 3� S I TE ') 0, . PUGET DR. S.R. 524 CASPERS ST. co MAIN ST. DAYTON ST. VICINITY MAP NO SCALE OWNER/DEVELOPER SVEN HELLEREN CONSTRUCTION, INC. P.O. BOX 374 EDMONDS, WA. 98020 PH.: 425-776-3762 ENGINEER SURVEYOR LOVELL- SAUERLAND & ASSOCIATES, INC. 19400-33RD AVENUE W., SUITE 200 LYNNWOOD, WA. 98036 CONTACT: ROBERT LONG, P.E. PH.: 425-775-1591 FAX: 425-672-7698 VERTICAL DATUM INVERT OF SANITARY SEWER MANHOLE NO. 251 AT THE INTERSECTION OF 88TH AVENUE W. AND 188TH STREET S.W. ELEVATION - 350.00 DATUM : CITY OF EDMONDS (M.L.L.W.) LEGAL DESCRIPTION ALL THAT PORTION OF TRACT 17, EDMONDS SEA MEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. DECSRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 17; THENCE SOUTH ALONG THE WEST LINE OF SAID LOT, 126.2 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUE SOUTH ALONG SAID WEST LINE, 126.2 FEET; THENCE EAST 317.55 FEET, MORE OR LESS, TO THE EAST LINE OF SAID LOT; THENCE NORTH ALONG EAST LINE TO A POINT EAST OF POINT OF BEGINNING; THENCE WEST 317.87, FEET. MORE, OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION OF TRACT `17, EDMONDS SEA MEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 1, HOMELAND HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGES 253 AND 254, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; THENCE S 89*46'47" E, A DISTANCE OF 145.75 FEET TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE N 0'21'01" E, ALONG THE NORTHERLY PROLONGATION OF THE EASTERLY LINE OF SAID LOT 1, A DISTANCE OF 5.52 FEET; THENCE S 89'31'43" W, A DISTANCE OF 145.76 FEET TO THE NORTHERLY PROLONGATION OF THE WESTERLY LINE OF SAID LOT 1; THENCE S 0*21'01" W, ALONG SAID PROLONGATED LINE, A DISTANCE OF 3.76 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THE SOUTH 2.17 FEET (2'2") OF THE NORTH 126.2 FEET, AS MEASURED ALONG THE WEST LINE, OF TRACT 17, EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. INDEX OF DRAWINGS 1 OF 4 ROAD AND STORM DRAINAGE PLAN 2 OF 4 ROAD AND STORM DRAINAGE NOTES AND DETAILS 3 OF 4 GRADING AND T.E. & S.C. PLAN 4 OF 4 WATER AND SANITARY SEWER PLAN ROAD AND STORM DRAINAGE' PLAN FOR .SVEN HELLEREN CONSTRUCTION., INC.- IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 E.,W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON REV. 01 PER CITY COMMENTS RLL 7-9-02 SHEET Lovell — Sauerland & Associ�ates, Inc. Engineers/Surveyors/Planners/DevelopmenL Consultants Lamm m 19400 33rd Avenue W., Suite 200 s Lynnwood, WA 98036 e (425)775-1591 Fax 672-7998 DRAWN CHECKED I DATE F.B. SCALE FILE NO. JAE RLL 6-4-02 425A, P.50 I" = 20' 4246-0-01 OF 4- IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 E.,W.M. GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO W.S.D.O.T. 2002 STANDARD S.PECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAN (W.S.D.O.T. 2002). 2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MARKERS NTH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED ON THE MARKERS, AND PRIOR TO BACKFILLING. 4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220, EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS OF THE SIDE SEWERS AND WATER SERVICES. 5. UPON COMPLETION OF THE. SITE IMPROVEMENTS AND UNDERGROUND UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE SEWER LATERALS OR TEES, WATER LINES OR OTHER PERTINENT INFORMATION. 6. UNDERGROUND WRING REQUIRED WITH STREET LIGHTING (PRIVATE). 7. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH LOT. 8. THE CONTRACTOR SHALL ARRANGE FOR AND MAKE AIR TESTS OF SANITARY SEWER AND SEWER CONNECTIONS UNDER THE SUPERVISION OF THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. LATERALS TO BE 6" CONCRETE PIPE, OR P.V.C. CONFORMING TO SDR 3034 STANDARDS. 9. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING -THE CONTRACTOR IN LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND FACILITIES "THIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS OPERATIONS. 10. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM LINE, RETENTION SYSTEM, ETC. WRITTEN ACCEPTANCE BY THE CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER. 12. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE NTH W.S.D.O.T. 2002/A.P.W.A. STANDARD SPECIFICATIONS OR AS DIRECTED BY THE CITY OF EDMONDS. 13. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. 14. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAVING. 1 5. THE TEMPORARY EROSION /SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR IN SITE EROSION HAS PASSED. 16. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE ENGINEERING DIVISION. 17. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF LOCATION. 18. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS LANDSCAPING/EROSION CONTROL MEASURES ARE EMPLOYED. 19. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12", 18", 24" & 36" INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1. 20. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO - SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC. WORKS. 21. PIPING SPECIFICATIONS AS NOTED. 22. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1 (ASPHALT COATED). 23. ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE NTH THE CITY OF EDMONDS AND SNOHOMISH COUNTY P.U.D. STANDARDS. L 2" MIN. COMP'T. DEPTH CL."13" A.C.P. PAVEMENT 2" MIN. COMP'T. DEPTH AGG. LEVELING COURSE 4" MIN. COMP'T. DEPTH AGG. BASE COURSE APPROVED SUBBASE TYPICAL PAVEMENT DETAIL N. T. S. �X. GROUND L_AVINWU�w PRIVATE ROAD DETAIL N.T.S. PLAN N. T. S, TOP ELEV. 362.90 6" MIN. OVERFLOW ELEV. 360.85 ALUMINUM ROD - PIPE SUPPORT a.. d _j 0 wo V) 0 (n W W V) CLEANOUT/SHEAR GATE __u I �200 h" 3" MIN CLEARANCE ELEV. 358.40 1" DIA. ORIFICE a. ELEV. 360.85 rV CMP ELBOW (TYP.) 111-1" DIA. ORIFICE - 3" (TYP.) ELEV. 355.00 ELEV. 353.00 7_1 2/3" DIA. ORIFICE RESTRICTDR N. T. S. LOCKING LID OFFSET WHERE OPENING IS DIRECTLY OVER LADDER AND RESTRICTOR IS VISIBLE AT ONE EDGE OF GRATE STD. POLYPROPYLENE STEPS 64LF-84" DETENTION PIPE SLOPE = 0.00% 3"xl" CORRUGATION 16 GAUGE ASPHALT COATED CMP 2'-36"CMP 2'-24"CMP 24" MIN. ASPHALT ASPHALT COATED COATED CONNECTOR PIPE CONNECTOR PIPE FLOW INV. 355.00 L ---------------------- 1.0' DEAD STORAGE 354.00 24" 24" CB#3 CB#4 TYPE 2 CATCH BASIN TYPE 2 CATCH BASIN CUT HOLE 2/3"--// 54" DIA. 48" DIA. (JOINT LOCATION VARIES) DIA. IN 12 GA. (JOINT LOCATION YARIES) PLATE AND WELD TO CMP CROSS. HOLE TO BE SHARP -EDGED, SHOP DRILLED. DETENT'ION SYSTEM DETAIL N.T.S. m m D 0 PAVEMENT WIDTH 12"' LIMIT .--OUTSIDE PAVEMENT EDGE INN I /'� an NOTES: 1 . EXTRUDED CEMENT CONCRETE CURB SHALL BE BONDED TO THE PAVEMENT WITH TACK COAT OR SLURRY MIXTURE ADHESIVE. 2. JOINTS IN EXTRUDED CEMENT CONCRETE CURB SHALL BE CUT VERTICALLY AT 10 FOOT INTERVALS TO A MINIMUM DEPTH OF 5 INCHES. SAWED CUTS SHALL BE 1/8 INCH MINIMUM WIDTH. EXTRUDED CURB N.T.S. 12" MIN. FOUNDAT GRAVEL I MIN. DEP NOTES: DO NOT CUT INTO STORM MAIN UNTIL REMAINDER OF EXTENSION IS READY FOR SERVICE AND AUTHORIZED BY CITY. SADDLE MANHOLE N.T.S. )UT EXTERIOR MANHOLE NTS (TYPICAL) IN., Do 4" AIR VENT kST IN PLACE CONC. - Wnlnc -.1- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 C, Of C'4 00 0 0 N W(d to 368 to"s . . . . . . . . . . . . . . . . . to . . . . . . . . . . . I[ C-i (D C-i 3::(0- a- W to z 11 to_ U_ oil- > z _j V) W _j W . . . . . m W, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 364 ................... ...... ` .......................... . . . . . 1.40 6. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 360 ---- ------- ---------------- ..... ... DETENTION PIPE C13 #2 (SEE DETAIL) TYPE I STA. 0+31.5, 7' LT. TOP=.362-60 ............. INV=359.00 .... ...... ........................... CI3 #3 U CB #4 - TYPE 2-; 54" TYPE 2- 484 W/ SOLID LID W1 SOLID LIU . . . . . . . . STA-'d+3S.7b,'1' CT" STA, '1+ 06.26, 11' LT. * CONTRO� STRUCTURi (StE DETAIL) TOP=365.40 TOP=362.90 IJE.=363.50-6" IN 11.=363.50-8" IN CB #1 I.E.=38.80-6" IN I.E.=358-88-8" IN . . . . . . . . . I.E.=354.00-�4" OUT . . . . . TYPE 2-48" I.E.=355,00-8".OUT STA. 0+08.2. 1' LT. TOP=362.60 INV=354.65 SADDLE -SEE DETAIL *CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION 352 . . . . . . . . . . . . . . . . . . . . . . . C! LU . . . . . . . . . . . C" C_j * CO. cl V) 'i (D CD ff) to to W .(D to " r) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0+50 1+00 0+00 ACCESS ROAD PROFILE SCALE: H 1"=20' V 1"=2' APPROVED FOR CONSTRUCTION CITY 0 EDMONDS DATE: BY: //4jj �CITY ENGINEER ROAD AND STORM DRAINAGE NOTES AND DETAILS FOR SVEN HELLEREN CONSTRUCTION, INC.. IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 E.,W.M. CITY OF EDMONDS SNOHOMISH COUNTYP WASHINGTON REV. 01 , PER CITY COMMENTS RLL 7-9-02 1 Lovell - S auerland & AssociaLes, Inc. SHEET IMM MOM L Engineers/Surveyors/Planners/Development Consultants 2 19400 33rd Avenue W., Suite 200 Lynnwood, WA 98036 * (425)775-1591 * Fax 672-7998 OF 4 DRAWN CHECKED DATE F.B. SCALE LE N 4246-0-01 JAE RLL 6-4-02 425A. P.50 IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 E.,W.M. L a -f -1 7. Er D J\jl 0 1\1 D S S Er A V I r W A C T S ASPHALT CURB BACK OF ASPHALT WALK CONSTRUCTION ENTERANCE (SEE DETAIL THIS SHEET) O'UTILITY POLE to X" A'C T 9 9 9 RIVATE ROAD c 2,312 S.F. T PAIIO DECK EXISTING BUILDINGS TO BE REMOVED EXISTING HOUSE ro Z > < LOT 1 00 12,000 S.F. 00 EX. ASPHALT WALK EX. ASPHALT CURB col to z of F I 4346-000-017-0105 J.C. LARMORE RS-12 SILT FENCE (TYP.) PER STD. DETAIL E1.1 -X Y%-X x EXISTING TREE -70 13E---'" REMOVED (TYP.) CONC. EXISIING GARAGE LOT 2 12,003 S.F. ly .0" ------------ --- k'//J� 'sj\s \c- L9 �jf- cli c� -37 Cc: 00 0 r- LOT 3 0 12,000 S.F. jV- j\s .0s 6P 0,- cu cp. -374 H a JNJ E L A IN D .1r] E' I G .1r] -f RS-12 7260-000-001-0009 2 7260-000-002-0008 J. SULLIVAN MARLA A. TIMM f 50' MIN. 12" OF 4"-B" QUARRY SPALLS. R=25' TOP WITH CRUSHED SURFACE TOP COURSE AS NEEDED. TEMPORARY CONSTRUCTION ENTRANCE N.T.S. SITE GRADING AND EROSION CONTROL NOTES 1. STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 2. OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGAT E THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 3. MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. 4. EXPOSED SOILS SHALL BE PROTECTED BY STRAW MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD APPROVED BY THE CITY. 5. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY SEEDING AND MULCHING. HYDROSEED PREFERRED. 6. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE. THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. *STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 7. CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. 8. TO AVOID TRACKING MATERIALS ONTO THE PUBLIC STREET ALL VEHICLES LEAVING THE SITE SHALL BE CLEAN. 9. DURING CONSTRUCTION PROPER BMP'S SHALL BE EMPLOYED TO CONTROL DUST. CONSTRUCTION SEQUENCE 1. ATTEND PRE- CONSTRUCTION MEETING. CALL ENGINEERING INSPECTOR (771-0220) TO SET UP MEETING. 2. CALL FOR UTILITY LOCATIONS (1-800-424-5555). 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. 4. FLAG CLEARING LIMITS. 5. INSTALL FILTER FABRIC FENCE, ROCKED CONSTRUCTION ENTRANCE, AND OTHER ESC DEVICES. 6. INSTALL AND MAINTAIN CATCH BASIN PROTECTION. 7. CLEAR SITE PER ' THIS PLAN (GRUBBING, ROUGH GRADING). 8. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA REQUIREMENTS. 9. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.). 10. FINAL GRADE/PAVE, MAINTAIN MINIMAL C8 PROTECTION. 11. HYDROSEED AND MULCH ALL EXPOSED AREAS. 12. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION MEASURES ARE INSTALLED. .NOTES: 1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. CALL BEFORE YOU DIG: 1-800-424-5555 2. ADDITIONAL UTILITY EASEMENTS MAYBE RECUIRED DEPENDING ON EXISTING UTILITY LOCATIONS. DISTURBED SOIL PROTECTION NOTE 2 6456-000-002-0004 GARY A. AND DEBORAH THUNELL RS-12 Q LL1 -1 3 6456-000-003--0003 JOAN D. WATSON NOTE: SOIL PROTECTION BMP'S SHALL BE APPLIED WITHIN THE FOLLOWING SCHEDULE: FROM MAY 1 TO SEPTEMBER 30: ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE PERFORMED WITHIN 7 DAYS SHALL BE PROTECTED BY STRAW MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD APPROVED BY THE CITY. FROM OCTOBER 1 TO APRIL 30: ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE PERFORMED WITHIN 2 DAYS SHALL BE PROTECTED BY STRAW MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD APPROVED BY THE CITY. APPROVED FOR CONSTRUCTION Q,T F EWONDS ") 0 DATE: Z)P, b:?�A BY: Ll 6/c CITY ENGINEER 4 N - SCALE 1 to= 200 10 0 30 t--1 20 NEWLYGRADED OR DISTURBED SLOPE "m- ATTACH FILTER FABRIC TO POSTS WITH WIRE RINGS OR STAPLES IRSTALL PER CITY STD. DETAIL EIA 2"X 4" DOUGLAS FIR SUPPORT POST FILTER FABRIC 6" 4 EX. GROUND 18"MAX. ft I 15"MIN. 8" to io"-J SEC11ON 8.1 MIRAFII 140 OR EQUAL FILTER FABRIC I - i 6" Ittt ME 18':MAX. 15 MIN. 8"MIN. 2"X 4"DOUGLAS FIR EXTEND BOTTOM or POSTS @ 3'0.C. MIN.- FILTER FABRIC INTO ELEVATION 4"WIDE X 4"DEEP TRENCH FILTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR STANDARD STRENGTH SYNTHETIC FILTER FABRIC. IT IS DESIGNED FOR LOW OR MODERATE FLOWS NOT EXCEEDING 1 C.F.S. I . THE HEIGHT OF A FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND SHALL NOT EXCEED 18 INCHES. 2. BURLAP OR STANDARD STRENGTH FILTER FA13RIC SHALL 13E PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGHT OF THE BARRIER TO AVOID THE USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE BARRIER). 3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 8 INCHES). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER. 5. THE FILTER MATERIAL SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES AT LEAST 1/2 INCH LONG SHALL BE USED. FILTER MATERIAL SHALL NOT BE STAPLED TO EXISTING TREES. 6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER MATERIAL. 7. IF A FILTER BARRIER IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR HORSESHOE NTH THE ENDS ORIENTED UPSLOPE. 8. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FILTER BARRIER N.T.S. GRADING QUANTITIES: TOTAL CUT = 400 C.Y. TOTAL FILL = 400 C.Y. THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE, AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL PURPOSES. *DOES NOT INCLUDE EXCAVATION FOR INDIVIDUAL HOUSE FOUNDATIONS. GRADING AND T.E. & S.C. PLAN FOR SVEN HELLEREN CONSTRUCTION., INC. IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4.E.,W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON REV. 01 PER CITY COMMENTS RLL 7-9-02 L IN NW1/4,SW1/4 OF E)ECTION 18,T.27 N.,R.4 E.,W.M. b VT 1 4 C! 2 va VC \ - )--oo 20 STUB 6" SIDE SEWER INV.= 352.90 FIELD VERIFY 2-WATER METERL___--j FOR LOTS 2 3 BY CITY I > < -C 4_j 00 00 21 Ex. ASPHALT WALK EX. ASPHALT CURB - EX. WATER METER T BE USED FOR LOT 1 RELOCATE TO PROP. LINE 22 EX. MH#251 TOP = 358.24 INV = 350.00 188th EX. C. B. TOP 358.93 INV 354.63 L 0 T -1 1 EDIMONDS SEA VIEW TRACTS 4346-000-017-0105 J.C. LARMORE RS-12 SEWER CLEAN OUT INV.= 356.00 pVC 0 4.0% SS 6 loo ss- - - - - - - - 42 - - - - - - - - - - EASEMENT co w L ___I -- - - - - - J m Uj -10' Tp BE E CATED TO THE FITY 0�1 E ONDS. 4' 10' U�ILIT CONNECT EXISTING SEWER SERVICE FIELD VERIFY PRIOR TO CONSTRUCTION. SEWER CLEAN OUT T T 999 PVC 0 4.0% /PRIVATE ROAD SS I/ 2,312 S. F. '\2- 1" WATER SERV16ES 0 �01-S 10' 1 !LITY- A_ ASPHALT CURB BACK OF ASPHALT WALK d'UTILITY POLE I EASEMVNT LOT 1 12,000 S.F. lo 0% 01 It ifn LU F UTILITY EX. C. B. 20' UTILITY - EASEMENT 4 '-6 pVC --y 40,z SEWER CLEAN OUT INV.= 360.00 19' C"I r\ 00 c6 LOT 3 12,000 S.F. z LOT 2 12,003 S.F. lot, 363.53 INV 354.68 'A D j\jl E L A N D 11-1 _r I G- H T S RS-12, 7260-000-001-0009 J. SULLIVAN NOTES: EX. MH#251 TOP 366.39 1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS INV = 354.13 RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. CALL BEFORE YOU DIG: 1-800-424-5555 2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED DEPENDING ON EXISTING UTILITY LOCATIONS. 2 7260-000-002-0008 MARLA A. TIMM Z 0 -w APPROVED FOR CONSTRUCTION CITY OF, EDMONDS DATE: �// BY: jAii CITY ENGINEER SCALE 19'=20' 10 0 30 0 20 2 6456-000-002-0004 GARY A. AND DEBORAH THUNELL S-12 Q C) 6456-000-003--0003 JOAN D. WATSON SITE 3-t A" PUGET DR. V) z D V) 184TH ST. S.W. CASPERS ST. iE 00 00 01 <) < MAIN ST. DAYTON ST. <) VICINITY MAP N.T.S. SANITARY SEWER NOTES - S.R. 524 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE UNDERGROUND UTILITY LOCATION SERVICE SHALL BE CONTACTED FOR FIELD LOCATION PRIOR TO ANY CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. FOR UTILITY LOCATION IN SNOHOMISH COUNTY, CALL 1-800-424-5555. 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT. 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION OF THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR.OBTAINING ALL PERMITS FOR ROAD AND UTILITY CONSTRUCTION. 6. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL AND BEDDED PER CITY STANDARD DETAILS. NATIVE MATERIAL CAN BE USED FOR BACK FILL PROVIDED SHARP ROCKS ARE KEPT OFF THE PIPE DURING THEBACK FILL PROCESS. 7. SIDE SEWERS SHALL BE INSTALLED ACCORDING TO CITY OF EDMONDS STANDARDS FOR SUCH INSTALLATION. 8. SIDE SEWER STUBS ON EACH LOT SHALL BE MARKED NTH A 2"X4" LOCATED AT THE END WITH PORTION ABOVE GROUND PAINTED WHITE WITH BLACK LETTERS LABELED "SEWER" WITH DEPTH. 9. LOCKING LAMPHOLE COVERS SHALL BE PLACED OVER CLEANOUTS AT THE RIGHT-OF-WAY AND AT ALL PROPERTY LINES. WATER NOTES 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE UNDERGROUND UTILITY LOCATION SERVICE SHALL BE CONTACTED FOR FIELD LOCATION PRIOR TO ANY CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. FOR UTILITY LOCATION IN SNOHOMISH COUNTY, CALL 1-800-424-5555. 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT. 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION OF THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD AND UTILITY CONSTRUCTION. 6. ALL CONNECTIONS TO EXISTING WATERMAINS TO BE ACCOMPLISHED BY THE CONTRACTOR. ALL NECESSARY EXCAVATION, BACK -FILL AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON SITE PRIOR TO NOTIFICATION TO WATER DEPARTMENT TO SCHEDULE CONNECTIONS. 7. WATER SERVICES SHALL BE TYPE "K" COPPER PIPE OR HI MOL POLY PIPE (160 PSI MIN.) PER CITY STANDARDS. WATER AND SANITARY SEWER PLAN FOR SVEN HELLEREN CON STRUCTION., INC. IN NW1/4,SW1/4 OF SECTION 18,T.27 N.,R.4 LAM. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON REV. 01 PER CITY COMMENTS RLL 7-9-02 Lovell - Sauerland & Associates, Inc. SHEET Engineers/Surveyors/Planners/Develop m*ent Consultants 19400 33rd Avenue W., Suite 200 Lynnwood, WA 98036 9 (425)775-1591 e Fax 672-7998 DRAWN CHECKED I DATE F. B . I FILE NO. JAE I RLL 6-4-02 425A, P. 50 1 SC,A"! 2., 4246-0-01 OF 4