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23913 104TH AVE W.PDFiiiiii lill 257 23913 104TH AVE W CITY OF EDMONDS 121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - fax (425) 771-0221 www.edmondswa-gov DEVELOPMENT SERVICES DEPARTMENT 1"7C. ISC)o December 9, 2014 MEMO TO: Edmonds School District Veriz'on Northwest - SNOCOM Police and Fire Dispatch SNOPAC' Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Puget Sound- Energy Fire District No. 1 Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Edmonds Information Services Comcast Cable Waste Management Northwest Allied Waste DAVE EARLING MAYOR Due to a short subdivision of parcel 00555100000700 dividing 1 lot into 2, a new address is being created to the Edmonds Address System. LOT 1: To remain as address 23911 104'h Ave W LOT 2: New Address: 23913 104' Ave W ' If you have any questions regarding this lotter,-please contact a City of Edmonds Permit Coordinator at 425-771-0220. Please contact our office if you wish to be removed from future address change notifications. Sincerely, Linda Thomquist Senior Permit Coordinator Cc: file Incorporated August 11, 1890 Sister City - Hekinan, Japan u 10723 2 MROEL313EE��R 3-15TIHiPLS 723 25TH PL �S .626 10710 T. Woodway 23515 High Sweball 7-22 23610 7 Z4 23610 !2 23:05 6 6 23605 2.3815 — 0 23( iTH PL 23610 23611 3620 23623 2390 c M .1 :::: 0 2 1 23621 o 17 , 231119 2311"1 23819 23628 31 23627 23629 23625 23626 23627 23702 23701 23701 as 23700 LU 23701 9 2 23701 23632 — 23633, 23708 23709 23700 23706 707 EL 23707 23700 2 23707 23712 23711 23711 23112 Lu;-, 23715', :.t. . 23718 23713 2377H PL SW 10109 23718 ix- 10617 losos ./--- 23722 23721 10502 23721 I 23726 23726$ [123726 23725 10625 0611 1050 1050 238T ST SW 23806 23 11 237,10 23TrH 23729 23728 PL SW 10616 10510 10526 10514 . 00 I E 238 2M380S 3 23808 23816 10014 Lu Uj 23815 w 23E e -0 E cm 23821 < jj23812 lL 23813 23816 a. 2381 2 0 Lu o L) 28 2382B 23824 23825 23906 23907 Ce ca 24104! 23911 23918 23915 03 23ql 2,08 M07 991 2410 2410 1 23914 23926 23915 23918 23910' 991 2392 i 239 23923 99 24111 23927 2M392 23927 2392� 24i..i3 400"1 24018 24019 10307 11,01, 240A0 '24U 111 VL SW 24016 24117 24026 T -1 240Q, 24022 10212 TA 24020 24121 1124102 - 2 jj� I 24 1 ST' 0 241ST - 24032 5? 9 2 24026 24026 1 .24108 V 24103 24104 24103 24104 24101 2.1.. 24107 24031 24030 24032 24103 241 '25 f", I 24114 24109 24115 24110 24116 24iag — 241 io — 24113 — 24114 — 2411S z. 24106 24111 10310 0 24110 24115 2� t1l 24122 3r, 24117 24118 3: 24119 24120 3: w 2 116 24106 24133 24128 (L 24123 24124 241 25 24126 24127 24128 2412 -ro 24124 241STPL SW �jzZ 24131 24132 24131 1 24132 1 08 2.4201 24202 S 9 . - G 24 '137 n 9, 24202 2 — 24203 242G4 - -- 24207 24208 05 741- - Ul > (2,141 — 2.208 — 24211 24212 24215 24216 24205 24 08 24145 24216 24217 — 24218 — 242ND PL SW 24217 llp� 24213 NO PL 5W. 2-41.4. 24225 2422e p 24— 0,0, 24220 2.2 2 24 32 24229 .22. M2 ,?415.3 2430S 24302 24301 24232 9924 24157 2 , 13RD PL SW 24313 lujiv 10303 10229 10217 IUZU9 24310 cn Z; 10109 F, F' 24304 24161 77— 24315 24�TM ST SW 10207 :243RD PL SW 99le 10718 12 10318 10 5 9W914 .7t7 7 in IIII In I= In to In Bm to in In 24 9912 I In IIII on Iam I gal 706 7, 53 lbq �J� ArVE�,Ltj' Snohomish County Online Property Information Page 1 of 1 nohomish Countv Online Pronertv Information .23806 10 .1 ST P L.W J! 0 10 2-38TH ST SW. .2- 8TH T SW- 10316`2­21" 23809 104TH'AVE W 10364 2,38THST SW 23-B 14,102ND AVE W�—, 8T.H 1'7 t S�v 214,23 UNKNOWN UNKNOWN ',2'3A*i 7"-1-64TFi AVE W' Lu NOWN < UNKNOWN UNK > -----:7-10220 238TH ST SW 4 T,-1 .23828 102 ND AVE W N .17 1 2390,1,1,,04TH AVE W -23907.1104THAVE I 4 T-H- A-V E lb 'AVE 23830 102 ND AVE* W UNKNdWW6lNkN`OWN 23905 104THAVE-W Legend ----------- 303]1 b4'TR AVE W -------- Street Names 'D AVE'W 23902 102K Cities .239,TT,104TH,AVE*W 3.102NDAVE,W V'7. w:, I � y unincorporated Count Lu'_ x .239101102NDAVE-W IncoTporited City X,� Lw - Tax Parcels Tm �V 104' 23924 1.01 ST P L :239-17-�164TH�� Street Addresses 102NDM'E�W�.,- Rural Miles 23911102ND AVE W�,, h92 04TH� T' VE, .. I :., —, _,. I/ ; : �*- '�; - �ig'& 16 1 ST P LVd. TownshipfRanqe Grid zJ%J r.104TH:AVE W iUND AVE Section Grid [--2,3925-1G4-TH'AV&W. Major Waterbodies 'i24 . 102 1' 24 .,L:,.Sw 10203 240T 16*1 OtH P .10203 240T L SW SW,/ I BOYS S.W., PL Pt SW .101292 H PL SW' LS .03072 OTH�� � . : . N. 240Tk PL SW`L-.:-- -��0�12 102ND PL W UM ot pond H: PL-,.SW.--:: -�T�1031&240TKRL SW Lundsurroundodbyabodyal' water 24025 1'04TH- P'L�W t-240122 102ND PLW '10�202 240TH �PLSW' Non4nwinafemum @ A . -1W UNKNOWN UNIKN4DWN 7 7-3 Sand or qrcm in OW VAMW Disclaimer: StTem k1l maps, data, and information set forth herein *('Data'), are for illustrative purposes only and are not to be 12 mnsidered an official citation to, or representation of, the Snohomish County Code. Amendments and Airports jpdates to the Data, together with other applicable County Code provisions, may apply which are not Jepicted herein. Snohomish County makes no representation or warranty concerning the content, accuracy, ,urrency, completeness or quality of the Data contained herein and expressly disclaims any warranty of nerchantability or fitness for any particular purpose. All persons accessing or otherwise using this Data assume all responsibility for use thereof and agree to hold Snohomish County harmless from and against any damages, loss, claim or liability arising out of any error, defect or omission contained within said Data. Washington State Law, Ch. 42.56 RCW, prohibits state and local agencies from providing access to lists of individuals intended for use for commercial purposes and, thus, no commercial use may be made of any Data comprising lists of individuals contained herein. Printed on: 12/9/2014 http://gis.snoco.orglservleticom.esri.esrimap.Esrimap?ServiceName=Overview&ClientVersion=9.3.0&Form=T... 12/9/2014 . PLANNING DATA SINGLE FAMILY RESIDENTIAL =FILE Name: Date: Site Address: 2-3 0) (( 10 (AJ Plan Check #: 1;ce Project Description: Reduced Site Plan Provided: OE/ NO) Zoning: Map Page: I Corner Lot: (YES Flag Lot: NO) Critical Areas Determination #: 4 aa:7 El Study Required R—waiver SEPA Determination: Exempt Needed'(for over 500 cubic yards of grading) 0 Fee 0 Checklist 0 APO List with notarized form Sy A T: Side: Actual Setback5 11, 6(f Side: de: :7 7-7 27- 11 Detached Structures: El Rockeries: El Fences/Trellises: El Bay Windows/Projecting Modulation: EILStairs/Deck: ek/i�io a(-, e Ok E Height Datum Point: VW4 m Elevation: Ma ximum Height Allowed: Actual Height: Other Parking Required: Parking Provided: Lot Area: Maximum Lot Coverage: 35% Proposed: /-7- -S Lot Coverage Calculations: 0 usc — ADU Created: (YES Subdivision: Legal Nonconforming Land Use Determination Issued: (YES 19 Comments 136?- 1( N z: 3,Llo --c( 3 q1. -7 Z- Z-y -:- 36 5-- iST' moy, C -3 �0 -L(5- glo Wf 5k b tAAC� 5 r"\ Plan Review By: (u,; f VON Planning Data Form 04-11-06.doc City of Edmonds Traffic Impact Analysis Name of Proposed Project: Owner/Applicant �* �e 161 revr _-L, \IeJmeii,�, Cie - Name 410VI �57_ Street/Mailing Address C4 State Zip Telephone: L12_�_- CWS, H t)D E - L) OCT 3 12014 DEVELOPMENT SERVICES C UNT WorwsHeet Applicant Contact Person: Name Street/Mailing Address City State Zip Telephone: Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): Finn Name Telephone: THRESHOLD LEVELS OF ANALYSIS Contact Name E-mail: Pr2ject Traffic Levels Sections to Complete 1. Less than 25 peak -hour trips generated I and 7 only (Worksheet/Cheeklist) 11. More than 25 peak-hou.r trips generated All sections 1. PROJECT DESCRIPTION a. Location - Street address:— /WL A-oe7 (Attach a vicinity niap and site plan.) b. Specify existing land use: Valo-An J� c. Specify proposed type and size of development: Ak.-A �o,,.:AJA (#ofresideiitialuttitsaiidlorsqtiarefootageofbitildiiig) Revised on 6124110 E82 - Traffic hnpactAnalysis Worksheet Page I of 5 d. Date construction will begin and be completed: 14) e. Define proposed access locations: 4 ;�A;e-_ Ck( ;Ve- L,2- C-N c re__,c;'S. .1"-1 f. Define proposed sight distance at site egress locations: QV S-Ile— e314110ce- 2. TRIP GENERATION Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation manual. For independent fee calculations, the current edition of the 17, E manual may be used. ADT = Average Daily Traffic PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer) a. Existing Site Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT b. Proposed Project Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT c. Net New Project Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips OUT d. State assumptions and methodology for internal, link -diverted or passby trips: Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 2 of 5 3. TRIP DISTRIBUTION Prepare and attach a graphic showing project trip distribution percentages and assignments. For developments that generate ovet 75 peak -hour trips, the City Engineer reserves the right to require trip distribution to be det ermined through use of the City traffic model. 1 4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY a. Have sight distance requirements at egress location been met per AASHTO requirements? b. Intersection Level ofService (LOS) Analysis: Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer Existing Conditions LOS Delays Year of Opening LOS Delays Five Years Beyond Change of LOS I Delays] Land Use c. Describe channelization warxants: (Attach striping plait.) d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths): 50% 95% Existing Conditions Year of Opening Five Years Beyond Change of Land Use e. If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants): t 2 f. Summarize local accident history (only required for access to principal and minor arterials): Available upon request at City of Edmonds Development Services Department 2 Available upon request at City of Edmonds Police Department Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 3 qf 5 5. TRAFFIC VOLUMES Provide the following and other planned development traffic within the city. a. Describe existing ADT and peak -hour counts (less than two years -old), including turning movements, on street adjacdnt to and directly impacted by the project. b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the project is fully open (with and without project traffic). c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the project has been fully open (with and without project traffic). d. State annual background traffic growth factor and source: 6. LEVEL OF SERVICE (LOS) ANALYSIS a. Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide the following documentation for each arterial street or arterial intersection impacted by .ten or more peak-houi r trips. Other City -planned developments I must also be factored into the LOS calculations. LO§ LOS Existing Conditions Existing Delays Year of Opening With Project Without Project Five Years Beyond Change of Land Use With Project Without Project b. Note any assumptions/variations to standard analysis default values and justifications: 1 A list of planned developments are available at the City upon request for public records Revised on 6124110 E82 - Traffic hyipact Analysis Worksheet Page 4 of 5 I . I a 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calci'ilated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130.' CHANGE IN USE Fee for prior use shail be based on fee established at the time the prior use was permitted. If the previous use was permitted prior to the adoption of Ordiriance 3516 (effective date: 09/12/04), the 2004 ECDC 18.82.120 impact fee shall be used. ITE Land Use Category Per Unit Fee Rate New Use Prior Use X Units in square feet, # of dwelling, vfi), etc. New Use Fee: $ Prior Use Fee: $ s E XNEWDEVELOPMtNT ITE Land Use Category Per Unit Fee Rate FNew Use I C-D $ 0 OTHER Units in square feet, # of dwelling, vfp, etc . I Fee Fee INDEPENDENT FEE CALCULATION: $200.00 (+ consultant fee) $ 13 TOTAL TRAFFIC IMPACT FEE $ City of Ed Division Approval HMF No impact fees will be due, nor*will a credit be given, for an irnpact fee calculation resulting in a net negative. Revised on 6124110 E82 - Traffic Impact Analysis Work -sheet Page 5 of 5 /3 loy '1, 146 W ("t-z) ED City of Edmonds '�;4 , V RECEI Site Classification Worksheet Page 1 of 2 OCT 2014 A �COUNTER 411JUINI The project's Site Classification will dictate the specific stormwater management requirements applicable to your site. Completing this worksheet will help determine the amount of regulated impervious surface, and whether your project falls into the classification of a Small Site (Category I or Category 2), or a Minor Site. Please reference the Glossary (pp. 10- 11), FiPlures Q and E, (pp. 8-9), and Examples (pp. 11-12), to assist with completion of this worksheet. 1) Is Permeable Pavementi:Proposed For Use on this Site? El Yes N Refer to Stonnivater S4pplenient Chapter 5.1 0 If YES, the subject area is tc, be considered impervious for initial site classification purposes. Include total permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface areas in the table below. 2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site Refer to Stonnwater �upplenient Chapter 2 and Fig. C Line 1: Identify the Non -Regulated Impervious Surface Area. Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exemp and Reizulated; either or both may be zero. Note: For p� roject classification purposes, Replaced Impervious may only be considered exempt tinder certain conditions. Refer to the Glossary and Figure D. Line 3: Identify the New Impervious Surface Area for your project. All imperviou s* areas created POSt-Elly 7, 1977 or after the date of annexation into the City are regulated & should be included in this total unless they can be categorized separately as a Replaced -Regulated area. Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas. Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system. Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which stormwater controls have not yet been applied. Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques. Line 8: Identify the total area proposed to be mitigated through conventional- Stormwater Management Techniques. Provide a copy of the following table on the drainage plan sheet for the proposed proJect Line Type Area (square feet) Non -Regulated 2. Replaced,' Exempt Regulated 3. 4. New (Post 1977) Total Regulated Impervious Area Mitigation required i f in excess of 2000�f + 77 , �,7 5. 6. Total Area Mitigated -by Existing Stormwater Management System(s) Regulated Area Not Yet Mitigated 1/ 7 7. Area Proposed to be Mitigated by Low Impact Development Techniques qaq: 8. Area Proposed to be Mitigated through Conventional SWM Techniques I — I (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone) Revised on 310512012 E72-SWM—El-osioii—Coiiti-ol-03.05.12.doc Page 5 of 12 City of Edmonds Site Classificati on Worksheet Page 2 of 2 /;; � �,s 9 r, 3) Determine the Total Area of Land Disturbing Activity Refer to Stonnwater Supplenient Chapter 8 sf 4) Determine the Quantity of Grading, Fill and/or Excavation cy 5) Will the project convert 3/4 A . ere or More of Native Vegetation to Lawn or Yes 4 No . Landscaped Area? F 6) Identify the Watershed the Existing Site Runoff Discharges to Refer to Storinwater Supp�enzent Chapter 2.3 Based on Site Location and'Watershed Map — Figure-C. Check all that apply. A. El Direct Discharge B. El Creek or Lake Basin • Edmonds Way Bas.in • Puget Sound Basin X- -F -DS A CI.Puget Sound Piped Basin DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE AND THE PROJECT CLASSIFICATION CHARY(Figure B, pg 4) )Ysmall Site - Category.1 El Small Site - C . ategory 2 El Minor Site Stonnwater Supplement. Stonnwater Supplement Stormwater Supplement Chapter 5 Chapter 5 Chapter 6 Revised on 310512012 E72-SWM—Ei-osioii—Coitti-ol-03.05.12.doc Page 6 of 12 C) : r.0 � 1 W 8 &.&� Vale 01 "CCU .,BUiJdffi'g,�._,Djvj """ sion N anc This certificate is issued in accordance with the requ'ireme'nt�s, -fie 2012 'Interiji "I'll'Jild0l cod& III of I certifying that at the time of issuance this single family resid - .4 Ho lo the codes and ordinances of the city regulating construction and'use "Mpliance witli the al)l)lic:ib'!(�','I)I,()VlsioIls, of Description: 64 - Single Farhily Residence New Site Address: 23913 104TH AVE W, EDMONDS Construction Type- �VB Owner ECHELBARGER INVESTMENTS 4001 198TH ST SW STE 2 LYNNWOOD, WA 98036 Bu�ying Official Permit NO' .20i�, BLD Parcel No: 0055510000wU Occupancy Group- R-3/6 in 09411.0/201 Date Issued POST IN A CONS PICUOUS'PLACE #A J- PRIVATE ACCESS AND UTILITY SIDE SEWER PER' EASEMENT FOR LOTS 1 AND 2 OLYMPIC MEW S Z 7 C-7—/ /�'- , / / � , / 1 —1 '�4 ' , ' - - r,�' 1 , 7 7 Y" 7� > 00 CO (o lo' u-nuT) JEASEMENT . TYPICAL SCALE: 1"=20' Vi_m� A,! L, 0' 5' 10' 20' N 89*12'30" E-301.32' (RVT) N 89*12'26" E-301.03' (M,BLA2,SPF) --342- - — — ___1 56.00' E N 89*12'26" UNDERGROUND POWER AND COMMUNICATIONS SERVICES 12,329 SQ. FT. 0 C T. (NET) 0 Zone /c_S corndO,82111W Setbacks 21g1ired Actual z A/ r S 'Olt -7-5— id cl R -7 fer Li Hei&h—t Lo 151.08" TR? ID y p NNIJ G PROJECT -BENCH MARK AREAS LOWER FLOOR TOP OF MONUMENT IN CASING LOCATED MAIN FLOOR 30' WEST AND 174.4' SOUTH OF THE UPPER FLOOR SOUTHWEST CORNER OF THE SHORT GARAGE ,PLAT -PER SURVEY BY PACIFIC COAST COVERED PORCH SURVEYS, INC,, DATED OCTOBER.2013 --WALKWAY ELEVATION : 333.28 DRIVEWAY PATIO/STOOP DATUM : NAVD 88 0 SQ. FT. 1,520 SO. FT. 1,676 SQ. FT. 838 SO. FT. 32 SQ. FT. 61 SO. FT. 1,196 SQ. FT. 143 SQ. FT. 206..02' 11.68' GAS SERVICE 11. IT G --- - - - - - - - - - - - LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �K U - - - - - - - - - - - - - 70.77' IN 42.00' A=341.4 13=341.72:�y 192'-1* WATER 0 CeNC ,FE-TE. DRJVE- SERVICE PER Ct 1 1196 SF: Al f OLYMPIC VIEW STDS. I I L . . 1.1 0 8.00' 1 14 STOOP SF _21..00' , PLAN M2870B3FT 00 00 13,919 SO. FT. 4 2.00' COVERED I po PORCH 32 SF I I L 2.. 0 1.. 00' I 4TICI 50' 132- 34 �3 BUILDING SETBACK 7.5' q \&4.50' C--340.45 LINE - - - - - - - - - - - - - - 7.5' z D-339.80 7.50' 7.50' �n 150.01' LA N 89'12'26" E-301.09' (M)� N 89'12'30" E-301.35' (RVT) N 89*13'06" E-301.09' (BLA,SP) Scanned ENGINEE,,_ ING C)IVISION V AS NO Date IMPERVIOUS AREAS ROOF DRIVEWAY PORCH CONC. PAD CONC. WALK LOT COVERAGE 2,788 SQ. FT. 1,196 SQ. FT. FOOTPRINT — 2,414 SQ FT 32 SO. FT. COVERAGE 2,414+13,919 =17.34% 143 SO. FT. 88 SO, FT, TOTAL 4,247 SO. FT. BUILDING HEIGHT CALCULATION A=341.45 B=341.72 C=340.45 D=339,80 1363.42 � 4 = 340.85 AVE. ELEV. MAXIMUM HEIGHT = 340.86 + 25 =365.85 PROPOSED MAX. ELEVA'nON=365.5 LOVELL— SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036 DEC 12 2014 TELEPHONE: 425.775.1591 LSA FILE NO. 5436 DATE: 10-29-14 DRAWN: JTT SITE PLAN INFORMATION PROPERTY OWNER & CONTRACTOR: ECHELBARGER INVESTMENTS, LLC 4001 198TH STREET S.W. LYNNWOOD, WA 98036 425-673-1100 REGISTRATION NO. ECHELIL90506 SITE ADDRESS: �LTV_q �259)( 104th AVENUE W. EDMONDS, WA 98026 LEGAL DESCRIPTION: 41 oD --oo po !o z LOT 2, SHORT PLAT NO. PLN20130073 ASSESSOR'S PARCEL NUMBER: 00555100000700 REVISED HEIGHT ENVELOPE TO ENCOMPASS COLUMNS 12-10-14 JTT CITY OF SECTION 36, T.27N., R.H., W.M. EX, CONCRETE MONUMENT WITH 2" BRAAS DISK WITH 'Y' IN CASING ELEVATION : 333.28 238th STREET S.W. 330.76' N 89*06'09" E f / DRAINAGE CONSTRUCTION NOTE: : A 1. PIPE MATERIAL: UNLESS CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS M -1, MM-2 & MM-3. M EXISTING FIRE HYDRANT Existing ROW Or P, "`4"0­ PVC ROOF N 89*12'26" E U9 "-WOOD FENCE 01.35'(P N 0 1.00% N 89*1 1-I'A ------ ------------- 1 OVERFLOW PATH-,`/ 35U1 DRAI 2'30" E (P) r n 010 Property Line GRADE TO DRAIN 0 MIN. (TYP) �j WOOD F��CE TOP 340.4± . . .... 00555100000801 W 338.00 Existing ROW CARL & SUSAN HARRINGTON L --------- 23919 104TH AVE. W. I EDMONDS, WA. 98020 00555100000802 TANONG NALAMLIANG & SIRIKET ------ i K. SUCHONAND 23917 104TH AVE. W. 9 EDMONDS, WA. 98020 e. �b L 0 CC) L --------------------- i WM S 1) 18 -1 6 0 C3 CC) ZONING RS-8 I (.A, N 0 .9 8 -1 2 0 -1 -5 0 0 -1) C-) If-__-- N 4" PERFORATED PVC PIPE OBSERVATION WELL W/ LOCKING CLEAN -OUT RING & COVER -C Solt F1 L.. ('�P'� "IN; 0 ELEV. ** NON -WOVEN FILTER FABRIC (MIRAFI 140NS OR EQUAL) 4" PERF. PVC INV. (SEE PLAN) CLEAN 3/4" TO 1-1 /2" WASHED GRAVEL OR CRUSHED ROCK -SEE INFILTRATION TRENCH DATA THIS SHEET ,�z x .. ......... E'b� AMEND T .......... 4' INFILTRATION TRENCH (A2, C. D1 & D2) NO SCALE INFILTRATION TRENCH CONSTRUCTION SHALL BE MONITORED BY A GEOTECHNICAL ENGINEER. 18" MINIMUM DEPTH AMENDED TREATMENT SOILS. SOILS SHALL MEET DOE VOL. 111, 3.3.7, SSC-6. -CATION EXCHANGE CAPACITY > 5 meq/100g -ORGANIC CONTENT 8% TO 10% -DESIGN INFILTRATION RATE OF > 1 IN/HR AND < 12 IN/HR SOILS CAN BE IMPORTED OR AMENDED NATIVE. TREATMENT SOILS SHALL BE TESTED BY A QUALIFIED LAB AND RESULTS SUBMITTED TO THE CITY OF EDMONDS AND DESIGN ENGINEER PRIOR TO ACCEPTANCE. TYPE 1 CB 6" PVC Z REMOVABLE PLUG 1" VENT HOLE— 6" PVC FACTORY TEE------, 6" PVC PIPE 6 - PVC PIPE 104 ROUT P '�6" PVC PIPE CATCH BASIN #"3 & #6 WITH OIL/WATER SEPARATOR TEE NOSCALE r-1 10 "aQ 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: 425)775-1591 e-mail: info@lsaengineering.com web: Isaengineering.com It It cn r 0 41 :3 C (D E E 0 0 CL .(D > C a) a) E 0. 0 a) L- 0 Q) rn CL '0 -00 0 U) Z Of C� 0% k... 45K 01 -0 < n Lij a 5 X 0 < (A PLAN VIEW -33 W-Q �-E C) ELEVATION VIEW < L --------------------- j NOTES: 117)" 1. YARD DRAINS TO BE CONSTRUCTED FROM HIGH DENSITY r) S POLYETHYLENE (HDPE) N-12 PIPE IN ACCORDANCE WITH ASTM C 14. SCALE 1"=20' 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE REM Effism FAMEEMEEM DIAMETER PLUS YARD DRAIN WALL THICKNESS. ry 0' 5' 10' 20' 30' 40' 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. Q) 0 4. CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS ry 4" PERFORATED PVC PI E FLUSH WITH FACE OF BELL. THE GRATE SHALL HAVE SLOTS (HOLES) V) OBSERVATION WELL W/ THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE, INLET 0 LOCKING CLEAN -OUT BELL SURFACE SHALL BE FINISHED TO ASSURE NON -ROCKING FIT NOTE: "�IogL -k Lo� WITH ANY COVER POSITION. RING & COVER LEGEND .1 1��:; 0 . .. ........ . ............. .............. : PAVEMENT SECTION PER C.O.E. # E2.1 ............. ............. . ............ ASPHALT THICKENED EDGE PER C.O.E. # E2.11 2" MIN. AC PAVEMENT EXISTING FIRE HYDRANT 2" 5/8" CSTC CSBC 4" 1-1/4' ............ APPROVED SUBGRADE PAVEMENT COMPACTION - 91% RICE DENSITY SUBGRADE, BASE, TOP COURSE COMPACTION 95% (ASTM 1557) INFILTRATION TRENCH DATA CELL CONTRIBUTING AREA (SF)- LENGTH (FT) WIDTH (FT) DEPTH OF ROCK (FT) TOP ELEVATION (ROCK) BOTTOM ELEVATION (ROCK) Al 1,786.0 18.0 8.0 3.0 336.1 333.1 A2 1,271.0 24.0 -1 4.0 3.0 336.0 333.0 81 2,867.0 27.0 8.0 3.0 336.2 333.2 B2 NOT USED - - - - - C 1,316.0 26.0 4.0 3.0 338.5 335.5 D1 1,465.5 27.0 4.0 3.0 338.9 335.9 D2 1,465.5 27.0 4.0 3.0 338.9 3,35.9 ** - 18" MINIMUM DEPTH AMENDED TREATMENT SOILS REQUIRED. 1. ALL DISTURBED PERVIOUS AREA (LAWN & LANDSCAPE) SHOULD HAVE COMPOST -AMENDED SOIL PER CITY OF EDMONDS HANDOUT E72C. -�WnZtjtl �Mcxtrwla CtCLW IMPERVIOUS AREAS ON -SITE ROADWAY 1,786 SF LOT 1 ROOF 2,867 SF DRIVEWAY 1,271 SF TOTAL 4,138 SF LOT 2 ROOF 2,788 SF DRIVEWAY 1,196 SF PORCH 32 SF CONC. PAD 143 SF CONC. WALK 88 SF TOTAL 4,247 SF 0 ELEV. ** -SEE INFILTRATION TRENCH DATA THIS SHEET 5. WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. N ON -WOVEN FILTER 6. VARIES 12 INCHES OR AN ON 18 INCHES. CLE -SITE SOIL FABRIC (MIRAFI 140NS OR EQUAL) 7. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR (10-± MIN.) MULTIPLE PIPE CONNECTIONS. 4" PERF. PVC B. CLEAN CUTS ARE REQUIRED FOR DEPTHS OVER 42 INCHES. ::�i LAJ INV. (SEE PLAN) YARD DRAIN n ,CLEAN 3/4" TO 1-1/2" 0 WASHED GRAVEL OR NO SCALE CRUSHED ROCK 18" MINIMUM DEPTH AMENDED TREATMENT SOILS. SOILS SHALL MEET DOE VOL. 111, 3.3.7, SSC-6. -CATION EXCHANGE CAPACITY > 5 meq/100g -DESIGN INFILTRATION ATE OF > 1 IN/HR AND < 12 IN/HR SOILS CAN BE IMPORTED OR AMENDED NATIVE. TREATMENT SOILS SHALL BE TESTED BY A QUALIFIED LAB AND RESULTS SUBMITTED TO THE CITY OF EDMONDS AND DESIGN ENGINEER PRIOR TO ACCEPTANCE. INFILTRATION TRENCH "All' & 09R\111 NO SCALE INFILTR ZON TRENCH CONSTRUCTION SHALL BE MONITORED BY A GEOTEr ENGINEER. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location ' Center (ID,MT,ND,OR,WA) Lu Q1) n d STREET FLIE w :z U5 Qj LJLJ OCT 3 12014 I ­­. 1. 1 � ­ OEVELOr-,V`­1- APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY- Ap� lo/?.q/14 0 0 V) V) n < 0 > LLJ 000 1— 0 C) LLJ U) �5 V) 11 :�E 0 0 0 V) 0 2: SCALE AS SHOWN DRAWN CHECKED SHEET JWY JWY DATE F.B. 5-1-14 1 C7 PFN PLN201300731 1 OF LSA FILE NO - 54,36 OCT 3 0 2014 �4 V TOP=338.42 IE 8- PVC(N)=323.47 IE 8- PVC(S)=323.37 NEW GAS SERVICE FOR LOTS I AND NEW 1" WATER SERVICE FOR LOT 2 PER OLYMPIC MEW WATER & SEWER DISTRICT STANDARDS+—_ REPLACE EXISTING WATER SERVICE WITH NEW 1" SERVICE FOR LOT I PER OLYMPIC VIEW WATER & SEWER DISTRICT STANDARDS--f-- 0 > M C M P Existing ROW 17— EX, CONCRETE MONUMENT WITH 2" BRAAS DISK NTH "X" IN CASING ELEVATION : 333.28 I (n cn N 89*06'09" E EXISTING FIRE HYDRANT Existing ROW e �b EX. CURB AND GUTTER 02 .5 00555100000501 ROBERT & MYRICK WILLIS 23909 104TH AVE. W. EDMONDS, WA. 98020 ACCESS & UTILITY EASEMENT FOR LOTS 1 AND 2- VM SEE UTILITY NOTE 3 THIS SHEEr .......... X:: SSCO 60 LF-6"O PVC SSCO - TOP=338.8± @ 2.0 % -TOP:=339.54 TO INV=333.32 V=332,.12 (MATPH EXIST.) .. . ..... ME % N MW -A.: iL W Wi �-- 'i 'AP, X 5 - I 238th STREET S.W. SECTION 36, T.27N, R.H., W.M. 330.76' 0 00555100000504 ROBIN L PRATT & ANTHONY B. KENNEMUR 23903 104TH AVE. W. EDMONDS, WA. 98020 0�'Pl' IN-' z �411 X \) �\_ <?' \11 �"� '� 27033600302200 FAITH COMMUNITY CHURCH OF EDMONDS 10220 238TH STREET S.W. EDMONDS, WA. 98026 z 00 _U ZONING RS-8 Property Line 00 00589100000300 4 DUSTIN LEE BOYETTE 23914 102ND AVE. W. EDMONDS, WA. 98020 r--------------- -0 ____ :: - L . . .... .... - W_ -1 - \ < I..... . .......... ' 0 �Aj . ............. 4. g V e4_ ............. .:� -: T4.01" ..... . . ........... . ........... 6Y, . . .... ........ . . . ............. ��? . . ........... . . . . ........... . ............ . .. . ............. "77 _._X ------ ;;- X ----------- 01.09, '7::) N 89'12'26" E \1_WOOD FENCE 11 _j K - ------------- 301.35'(P) ZONING : RS-8 S — 0 5 — 1 2 6 (A� N D 2 0 0 6 0 6 0 4 6 -1 9, 4) 2 00555100000502 00555100000503 BARBARA A ' & SASSER HAYES CHRISTOPHER C. & SORA A. BATTEY 23907 104TH AVE. W. 23905 104TH AVE. W. EDMONDS, WA. 98020 EDMONDS, WA. 98020 SSCO TOP=340.72 4.52 INV=33 2'30- E (P) N 1819*1 301.32'(P) SSCO Propert 41.7± y --WOO D FENCE 60 LF-6"O PVC @ 2.0 % /?e1TN0VP==33 35.72/ Line 342— ....... ...... ............ 1S U .......... G GAS SERVICE 1-1 E E W . . . ............ . ........... STUB N 89*12'26" E N 89*12'26" E ,,-29 LF-6"O PVC 11''WATER (TYP.) @ 39 LF-6"O PVC SERVICE­LI'NEI ....... . . ............ @ 2.0 % "_-SSCO - ------- 7 39.5± TOP=3 '�A *.'23, FJ J A 0 -3.0' SSCO INV=336.50 J 0' 41 N. 3. Lot Line---,,, ---l".WATER' NEW SFR ,SEWACE. LINE LOT 2 Ali, 13,919 SF MW " I ` NMI, ` NEW SFR \(FF=342.5± ..... . . . ........... LOT 1 12,329 SF STUB r — — 1TVD N (FF=339.6±) . . . . . . . N OV I JU r- kr-) r Property Line ",,-WOOD F CE A 00555100000801 L Existing ROW CARL & SUSAN HARRINGTON 23919 104TH AVE. W. EDMONDS. WA. 98020 00555100000802 TANONG NALAMLIANG & SIRIKET NEW POWER/TEL/ t - - - - - - - - - - - - K. SUCHONAND 23917 104TH AVE. W. CATV SERVICE FOR 10 EDMONDS, WA. 98020 LOTS 1 AND 2 \' ' L D D 00 --------------------- i WM ZONING RS-8 A, N 0, F) E3 -1 22 0 1 45 0 0 1) C3 Ir L- - - - N W--Q �—E iL ------------------- S SCALE : 1"=20' EMM OEM 0' 5' 10' 20' 30, 40' EXISTING FIRE HYDRANT UTILITY NOTES: 1. ALL UTILITIES SHALL BE UNDERGROUND. 2. REQUIRED SEPARATION OF UTILITIES SHALL BE MET PER OLYMPIC VIEW WATER & SEWER DISTRICT AND INDUSTRY STANDARDS. 3. IN ORDER TO REUSE THE EXISTING SEWER LATERAL, THE CONDITION MUST BE VERIFIED BY OLYMPIC VIEW WATER & SEWER DISTRICT (425-774-7769). IF CONDITION IS NOT SATISFACTORY, A NEW LATERAL SHALL BE EXTENDED TO THE MAIN. 4. EXISTING OVERHEAD POWER LINE TO BE DECOMMISSIONED. COORDINATE WITH ELEC. 5. INVERT TO BE FIELD VERIFIED, AND SHALL BE ADJUSTED ACCORDINGLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF TRENCHES REQUIRED FOR INSTALLATION OF UNDERGROUND UTILITIES CROSSING 104TH AVENUE W. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (lD,MT,ND,0R,WA) 0 V VJ,5 1) OCT 3 12014 DEVEL0:r';,,-'_.i,fI Si�.. � iG']S C`fT CRY OF EDMIOND3 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY. CITY EN IdEEING DIVISIIVI L Lovell— Sauerland & Associates, Inc. Engineers/Surveyors/Planners Development Consultants 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e—mail: info@lsaengineering.com web: Isaengineering.com ..t 14. 0) 0 4.1 U) (D U) 41 U) E E 0 0 C-) > (D E CL 0 C:j CL co Ln > C� < ry 0 ILI_ Li M LIJ :E 0 Z (j LIJ io/zqh4 Li 0 0 000 Cn �5 Cn 11 :2 0 0 1;4- 0 Cn Cn 71 SCALE AS SHOWN DRAWN CHECKED SHEET JWY JWY C8 DATE F.B. 5-1-14 PFN PLN20130073 OF 9 LSA nLE NO 5436 OCT.q In qn1A SECTION 36, T.27N., R.H., W.M. EX. SSMH TOP=338.42 IE 8- PVC(N)=323.47 IE 8- PVC(S)=323.37 TEMPORARY CONSTRIUCTIO� ENTRANCE SEE SHEET C2 VOR DETAILS - SAW CUTILINE (TYP.)- 0 r > M C M PP Existing ROW EX, CONCRETE MONUMENT WITH 2" BRAAS DISK NTH "X" IN CASING ELEVATION : 333.28 " 4, / A N 89*06'09' E HYDRANT Existing ROW C_ CURB AND __�­17EX. GUTTER 10 . . z L 0 00555100000501 ROBERT & MYRICK WILLIS 23909 104TH AVE. W. EDMONDS. WA. 98020 ACCESS & UTILITY EASEMENT FOR LOTS 1 AND 2- VM REMOVE EXIST. CURB AND GUTTER, X ASPHALT SIDEWALK A BEGIN REMOVE iz 4" SIDE SEWER �J\s XL - i X - X - X J SS__ M 2 ' .6'P ..... ... .......................... .................. EX.::OVERHEAD POWER :(TO BE REMOVED) _5 ;A4 EXISTING GARAGE (TO BE REMOVED ............ 238th STREET S.W. 330.76' ZONING : RS-8 S - 0 6 - 1 2 6 (A� N 0� 2 0 0 E3 0 5 0 4 -5 -1 0 41) 00555100000502 2 00555100000503 00555100000504 BARBARA A. & SASSER HAYES CHRISTOPHER C. & SORA A. BATTEY ROBIN L PRATT & 23907 104TH AVE. W. 23905 104TH AVE. W. ANTHONY B. KENNEMUR EDMONDS, WA. 98020 EDMONDS, WA. 98020 23903 104TH AVE. W. EDMONDS, WA. 98020 27033600302200 3N., FAITH COMMUNITY CHURCH OF EDMONDS 10220 238TH STREET S.W. N 89*12'30" E 301.32'(P) REMOVE EXISTING Property 5;._ SEE NOTE 4 THIS SHEET EDMONDS, WA. 98026 WOOD FENCE FENCE '3- Lin e 2L 342- QRk _�IR� .0 X "ON10, 0'6 J"9 mr-muvr- Icy EXISTING r 'a CLEARING LIMITS (T)P.) \0 4� FENCE REMOVE EXISTING W, 56. X FENCE 47.60�.Z . ... . ,--FILTER FABRIC FENCE (TYP.) N 8912'26" E 4" SIDE N 89-12'247- E ....... ............... .. .................... ................ z SEWER REMOVE 4if SEE SHEET C2 C2 -REMOVE ASPHALT SIDE SEAER FOR DETAILS PAVEMENT %[ EXISTING HOUSE (A 23911 104TH AVE. W. a� OD TO BE REMOVED (VACANT) (TO BE REMOVED .... ....... ............ STOCKPILL\ ........... 19- Cq BMP-C123 -8 Lot Line---,, ZONING IRS \PLAsnc cv&RIN6/ AT STOCK Property Line PILE 00589100000300 ......... ... ��! ................. /> DUS71N LEE BOYETTE 0. \'p 23914 102ND AVE. W. EDMONDS, WA. 98020 ....... . ... ....... ..... .......... ............... ... ........ .................... N 4� _U 'If .......... . :. EXISTING CARPORT 01 41� r (TO"`)9E­REMqVEP --------------- ........... .. .... j ........... . ................... ............. 7\" V, R '41 .......... . ..... z !Y N 89*12'26" E r- ------------ N �89'12'30" E (P) Property Line EX. UNDERGROUND TELEPHONE WOOD F� �CE (TO BE REMOVED) SEE NOTE 3 THIS S EET 00555100000801 CARL & SUSAN HARRINGTON Existing ROW 23919 104TH AVE. W. EDMONDS, WA. 98020 ------------ 9 L e. 00 WM cc) C-) ZONING : RS-8 V, C-) EXISTING FIRE HYDRANT TREE LEGEND INDICATES EXISTING TREE TO REMAIN 00 INDICATES EXISTING TREE TO BE REMOVED DURING ACCESS ROAD AND UTILITY DEVELOPMENT INDICATES EXISTING TREE TO BE REMOVED DURING PLAT DEVELOPMENT X_X X X X X WOOD FEN( 0 L---------- 00555100000802 TANONG NALAMLIANG & SIRIKET K.SUCHONAND 23917 104TH AVE. W. EDMONDS, WA. 98020 LG D IL --------------------- S - D a 6 D (A, N D 0 93 -1 2 0 -1 -5. 0 0 -1) N W __Q �_E S SCALE : 1"=20' OEM Elm I OEM REMPENNE9ENEEM 0. 5' 10' 20' 30' 40' L/Am 11­1 WLMN UUAIN 11 1 Z) 301.09' 301.35'(P) NOTE 4 THIS SHEET DISTURBED AREA: 0.425 ACRES EXCAVATION: 350± C.Y. FILL: 200± C.Y. THE QUANT111ES OF EXCAVATION AND FILL ARE APPROXIMATE ONLY AND SHALL NOT BE USED FOR CONTRACTUAL PURPOSES. BEST MANAGEMENT PRACTICES (BMP'S) 1. GRADING AND CONSTRUCTION SHALL BE 11MED AND CONDUCTED IN STAGES TO MINIMIZE SOIL EXPOSURE. 2. THE CONTRACTOR SHALL MINIMIZE OR PREVENT THE TRANSPORT OF SEDIMENT ONTO PAVED SURFACE DURING CONSTRUCTION. IF SEDIMENT IS TRANSPORTED ONTO A PAVED SURFACE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN IT AT THE END OF EACH DAY. 3. SUFFICIENT TESC BMP MATERIALS AND SUPPLIES TO PROTECT THE ENTIRE SITE SHALL BE STOCKPILED ON -SITE PRIOR TO ANY SITE ACTIVITY. 4. THE CONTRACTOR SHALL MAINTAIN AND REPAIR AS NECESSARY ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S TO ASSURE THEIR CONTINUED PERFORMANCE. 5. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. 6. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL TEMPORARY DRAINAGE FACILITIES AND STRUCTURES UPON REACHING A DEPTH OF 6 INCHES. 7. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, STABILIZATION SHALL OCCUR AT THE END OF EACH WORK DAY. 8. SILTATION BARRIERS AND ALL OTHER TESC MEASURES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL EVENT GREATER THAN 0.1" RAINFALL, AND AT LEAST DAILY DURING PROLONGED RAINFALL EVENTS. 9. INLETS OF THE PERMANENT DRAINAGE SYSTEM SHALL BE PROTECTED FROM SEDIMENT INFLUX BY USE OF FILTER FABRIC, MICROPORE BAGS, OR SIMILAR FILTERING MATERIALS AND METHODS. 10. DURING A STORM EVENT, NO CONSTRUCTION ACTIVITY SHALL OCCUR ON SITE EXCEPT FOR WORK ON EROSION CONTROL FACILITIES. THE CONSTRUCTION SWEEP 12 ELEMENTS THE 12 ELEMENTS THAT ARE PART OF A CONSTRUCTION SWPPP ARE AS FOLLOWS: 1. MARK CLEARING LIMITS: PRIOR TO CLEARING OR DISTURBING THE LIMITS MUST BE MARKED. THIS ELEMENT IS PART OF MOST NORMAL CONSTRUCTION PLANS AS ONE OF THE FIRST STEPS. LL EROSION CONTROL PLANS SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE (OR OTHER METHOD OF PREVENTING SEDIMENT TRANSPORT ONTO THE ROADS). IF A STANDARD GRAVEL I - XTILE FABRIC UNDER THE ROCK. NOTE: A WHEEL WASH IS REQUI D FOR PLANS THAT PROPOSE WINTER GRADING. 3. DETAIN FLOWS: BASED ON A DOWNSTREAM ANALYSIS IT MAY BE NECESSARY TO DETAIN RUNOFF FROM A SITE UNDER CONSTRUCTION. IT MAY BE NECESSARY TO CONSTRUCT AND USE A DETENTION POND TO CONTROL FLOWS DURING CONSTRUCTION. 4. INSTALL SEDIMENT CONTROLS: IF THERE IS RUNOFF FROM THE CONSTRUCTION SITE, SEDIMENT SHALL BE REMOVED FROM THE WATER. NOTE THAT THE WATER QUALITY STANDARDS MUST BE MET. 5. STABILIZE SOILS: ALL EXPOSED AND NON -WORKED SOIL SHALL BE STABILIZED BY USE OF BMP'S. NOTE THERE ARE TIME PERIODS OF ALLOWED EXPOSURE THAT DEPEND ON THE SEASON. GROUNDCOVER BOTH TEMPORARY AND PERMANENT NEED TO BE PART OF THE CONSTRUCTION PLANS. 6. PROTECT SLOPES: CUT AND FILL SLOPES NEED TO BE PROTECTED FROM EROSIVE FLOWS AND CONCENTRATED FLOWS UNTIL PERMANENT COVER AND DRAINAGE CONVEYANCE SYSTEMS ARE IN PLACE. 7. PROTECT DRAIN INLETS: ALL STORM DRAIN INLETS REQUIRE PROTECTION FROM SEDIMENT AND SILT LADEN WATER. 8. STABILIZE CHANNELS AND OUTLETS: TEMPORARY AND PERMANENT CONVEYANCE SYSTEMS SHALL BE STABILIZED TO PREVENT EROSION DURING AND AFTER CONSTRUCTION. CULVERT OUTLETS REQUIRE PROTECTION. 9. CONTROL POLLUTANTS: THE PLAN SHALL SHOW HOW ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DE!"OLITION DEBRIS, WILL BE HANDLED. THIS INCLUDES MAINTENANCE OF CONSTRUCTION EQUIPMENT, FERTILIZERS, APPLICATION OF CHEMICALS, AND WATER TREATMENT SYSTEMS. 10. CONTROL DE -WATERING: THE WATER FROM DE -WATERING SYSTEMS FOR TRENCHES, VAULTS AND FOUNDATIONS SHALL BE DISCHARGED INTO A CONTROLLED SYSTEM. 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@Isaengineering.com web: Isaengineering.com .t .4- CD 7) 11. MAINTAIN BMPS: THE PLAN SHALL PROVIDE FOR INSPECTION AND MAINTENANCE OF THE PLANNED AND INSTALLED CONSTRUCTION EIMPS AS WELL AS THEIR REMOVAL AT THE END OF THE PROJECT. 1 W 12. MANAGE THE PROJECT. THE PLAN SHALL OUTLINE HOW THE SITE SHALL BE +-j C MANAGED FOR EROSION CONTROL AND IDENTIFY THE MANAGEMENT TEAM, 0) a) E INCLUDING A CERTIFIED EROSION CONTROL SPECIALIST. IT NEEDS TO COVER -CONSTRUCTION CONFERENCE, COORDINATION NTH 0 0 PHASING, TRAINING, PRE E C) UTILITIES AND CONTRACTORS, MONITORING, AND REPORTING. IT SHALL PROVIDE FOR NOTICE OF PROBLEMS, REVISIONS DURING CONSTRUCTION AND CONTINGENCY PLANNING. ONE OF THE MOST IMPORTANT ELEMENTS IN THE MANAGEMENT OF THE PROJECT IS PLANNING FOR CONTINGENCIES BASED ON E THE RISK OF EXPOSURE DURING PHASES OF THE DEVELOPMENT. IT IS CX ESSENTIAL THAT PLANNING IS ONGOING THROUGHOUT THE LIFE OF THE 0 PROJECT. THE PROJECT CERTIFIED EROSION AND SEDIMENT CONTROL LEAD ? a) (CESCL) NAME AND TELEPHONE NUMBER ARE ROBERT EDWARDS, (206) '2 226-5777. &_ io/?.q/i4 -41 V) -0 Q) Q) n n V) NOTES: 1. SEPARATE DEMOLITION PERMITS ARE REQUIRED FOR THE DEMOLITION OF __j Lij STRUCTURES. n 0 2. WHERE TREES ARE TO BE MAINTAINED, BARRIER FENCING SHALL BE PLACED AT THE DRIP LINE OF THE ry TREE IN ORDER TO PROTECT THE ROOT SYSTEM. 3. ALL UTILITIES TO BE ABANDONED/REMOVED, INCLUDING THE OVERHEAD POWER FEEDS. 0 V) 4. ORANGE BARRIER FENCE AND/OR ORANGE SILT FENCE SHALL BE ADDED n < ALONG THE EDGES OF THE PROJECT TO CLEARLY DELINEATE CLEARING LIMITS DURING CONSTRUCTION. > 7P z!- UTILITY CONFLICT NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) LLJ 0 ry - '6::�i n 0 I 71 Z < I I 000 D F- 0 0 >_ 0 LLJ I F_ LLJ v) D 1 1 __j 0 0 0 ;4- 0 In QC) z Q� __j V) 3: < C/ 0 !7.7 1, 1) Lij 11� OCT 312314 0 0"S CTR. I U1 I Y Ur L!JiViUl eua APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 11-M _1� BY: N-)Q I r, or� Ay) CITY d GfE'R'W Dl� ION 0MRA SCALE AS SHOWN DRAWN CHECKED SHEET JWY JWY DATE F.B. 5-1-14 C3 PFN PLN20130073 L9A FILE NO t) 4,5 b I OF ,OCT 3 0 2014