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17901 VISTA DEL MAR DR.PDF11111111111111 15995 17901 VISTA DEL MAR DR At /.? C. 1 sc)�3 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - 425-771-0220 - FAX 425-771-0221 Website: www.cLedmondsma.us PUBLIC WORKS DEPARTMENT Engineering Division February 8, 2010 Irinka Kairez-Schwimer 66655 Wildlife Road Malibu, CA 90265 MEMO TO: Puget Sound Energy Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 US Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County PUD GARY HAAKENISON MAYOR NO SUE,; Fire District No. I Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Edmonds Information Services Allied Waste Comcast This letter is to inform you of a street name change affecting several properties in the City of Edmonds. On February 2,2010 Edmonds City Council passed Ordinance No. 3782, approving the renaming of Kairez Drive to Vista del Mar Drive. Please update your records to reflect the following: Previous Address New Address Tax ID Number 17802 Kairez Drive 17802 Vista del Mar Drive 00914200000700 17804 Kairez Drive 17804 Vista del Mar Drive 00914200000800 17901 Kairez Drive 17901 Vista del Mar Drive 00914200001100 17903 Kairez Drive 17903 Vista del Mar Drive 00914200000900 17905 Kairez Drive 17905 Vista del Mar Drive 00914200001000 17907 Kairez Drive 17907 Vista del Mar Drive 00914200000600 17909 Kairez Drive 17909 Vista del Mar Drive 00914200000500 17910 Kairez Drive 17910 Vista del Mar Drive 00914200000400 18002 Kairez Drive 18002 Vista del Mar Drive 00914200000300 18004 Kairez Drive 18004 Vista del Mar Drive 00914200000200 18006 Kairez Drive 18006 Vista del Mar Drive 00914200000100 18007 Kairez Drive 18007 Vista del Mar Drive 00914200001200 All of the properties noted above are single-family residential properties recorded as part of the subdivision Vista del Mar. A vicinity map highlighting each of the affected properties in yellow Incorporated August 11, 1890 Sister City - Hekinan, Japan w has been attached for your reference. In addition, please find attached copies of the Snohomish County Assessor Parcel Data for each of the properties. If you have any questions regarding this letter, please contact me at 425.771.0220 x 1338 or by e-mail at mcconnellgci.edmonds.wa.us. Respectfully, Qw�e_� Jeanie McConnell Engineering Program Manager A OiF EDIf Vista Del Mar Properties ADDRESSED OFF 178TH PL SW ADDRESSED OFF KAIREZ DR 0 100 200 Feet I I I I I I I By. GC / 0 1. 13.2010 Snohomish County, WA Ass r Parcel Data Page I of 2 SnohomishOnline Government Information & Services County4* Washington, R E A L * Property Information Coun1y Home Assessor Home Treasurer Home Information on which Department to contact Please view Disclaimer If you have questions, comments or suggestions, please Contact Us. Date/Time:2/8/2010 1:11:17 PM Answers to Frequently Asked Questions about Parcel Data (opens as new window) Return to PropeLty Information Ent!y pag—e Parcel Number 00914200001100 Prev Parcel Reference I_4ap of this parcel (opens as new window)l� General Information Taxpayer Name 11 Address (contact the Treasurer if you have questions) KARIEZ-SCHWIMER IRINKA 116655 WILDLIFE RD --- MALIBU, CA 90265 If the above mailing address is incorrect and you want to make a change, see the information on Name and Address Changes Owner Name 11 Address (contact the Assessor if you have questions) KARIEZ-SCHWIMER IRINKA 116655 WILDLIFE RD --- MALIBU, CA 90265 If the above name and address is incorrect due to a recent sale, please see the information on Name and Address Chancles After a Sale Street (Situs) Address (contact the Assessor if you have questions) 17901 KAIREZ DR --- EDMONDS, WA 98026-5337 Parcel Legal Description Section 18 Township 27 Range 04 Quarter NW VISTA DEL MAR BLK 000 D-00 - LOT I I TGW EQ & UND INT IN KAIREZ DR Go to top of pgge ---------- - Treasurer's Tax Information Taxes For answers to questions about Taxes, please contact the Treasurer's office (opens as new window) 2010 Taxes for this parcel $5,356.37 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees and any fees related to late payments. LID charges, if any, are not included.) To obtain a duplicate tax statement, either download our Tax Statement Request form or call 425-388-3366 to request it by phone. Go to tor) of Daqe Assessor's Property Data Characteristics and Value Data below are for 2010 tax year. Please contact the Treasurer's office for answers to questions about Taxes (opens as new window) For questions ONLY about property characteristics or property values (NOT taxes), please contact the Assessor's Office Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons Values exemption. littp:Hweb5.co.snohomish.wa.uslpropsyslasr-tr-propinqlPrpinqO2-ParcelData.asp?PN=0091... 2/8/2010 I Snohomish County, WA Ass 0 r Parcel Data 40F Page 2 of 2 Reductions for exemptions are made on the property tax bill. Tax Year 2010 Market Land $590,000 Market Improvement $14,4001 Market Total $604,4001 Go to top of page Valuation, Payment, and Property Tax History View Histo[y (opens as new window) Go to top of pBge Property Characteristics Tax Code Area (TCA) 00213 View Taxing Districts for this Parcel (opens as new window) U,eCode Ill Single Family Residence -Detached SizeBasis ACRE Size 0.48 (Size may include undivided interest in common tracts and road parcels) Go to top of pAge Property Structures Type Yr.Built Structure Description Dwelling 1922 1 Story View Structure Data (opens as new window) Go to top of pAge Property Sales since 7/31/1999 Explanation of Sales Information (opens as new window) Sales data is based solely upon excise affidavits processed by the Assessor. Transfer Receipt Sales Price Excise Deed Grantor (Seller) Grantee (Buyer) Other Parcels Date Date Number Type 6/7/2007 12/26/2007 $0 119502 W SCHWIMER STEVIE KARIEZ-SCHWIMER IRINKA No 10/31/2003 11/6/2003 $740,000 283940 W VISTA DEL MAR LLC KARIEZ-SCHWIMER IRINKA Yes 3/9/2001 3/12/2001 $0 262930 QC GEORGE KAIREZ VISTA DEL MAR LLC No Go to top of pgge Property Maps Township/Range/Section/Quarter, links to maps Neighborhood 1504000 Explanation of Neighborhood Code (opens as new window) Township 27 Range 03 Section 12 Quarter SE Find parcel maps for this Town sh ip/Ra nge/Sectio n View Map of this parcel (opens as new w=indow) I http://web5.co.snohomish.wa.uslpropsyslasr-tr-propinqlPrpinqO2-ParcelData.asp?PN=0091... 2/8/2010 158400 1,U5T4LL, "57IE'EE-T- E7A.1D,5 " 516AJ 8' S E C. 12 & S E C. 13 7 T. 2 7 N. I R. 3 E. & S E C. 7 & S E C. 18 7 T - 2 7 N . I R. 4 E. I W. M. , .,% - 0 � Q\ 9N r"l. N . ,F 0Q ,� -1 �* . i -ki : � --_� I �t (� � - � �j kJ I) z 'r .- . . �3 � N r, q, , , N k IQ �4 N -o,, ,) ,j 4) N 1b . k- CL �11; � �- R � '� I I "'� / , 10 I"V�1'1' " . . MONUMEN TFRAM — ­ ­ CZ), ­­ EAAND COVE�. KUAD AND 51UHM DRAINAGE NOTES , ­ , SE�- HOZMENT C SE DETAIL - - If I 7Y 07-0�5. -,--.,--..--.- - . .... .... .... - P ..­ I --� . ­ " � ,\,,J �, - MATCH EXIST. ACP DEPTH. I 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM B. CONCRETE 6" THRU 21" DIAMETER PIPE SHALL BE NON -REINFORCED, BELL AND —..-.----. --- ----- - -- --.-..-.-- .....— ­.­ I ..... 1. - ­ , 0 1 - It - (MIN. DEPTH 2') . AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-14 OR . � __--- SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS SHOWN AND FOR J-1-­ ..--- --­­ I . 7 1 1 ­­7 ---� -7-1:­ - I ­ ­ . I -.1" � : � ; : DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID CONCRETE 12" THRU 21" DIAMETER PIPE N�AY BE REINFORCED, BELL AND SPIGOT 16 �11 61 61 --- I-% - -- '. -- . / - - .. ----- "I 0 - DAMAGE OR DISTURBANCE. THE UNDERGROUND UTILITY LOCATION SERVICE SHALL � I 'O -1 \ 0 � WITH RUBBER GASKET JOINTS, CONFORMING 1­0 ASTM C-76 CLASS 11. � TALBOT .�-o \N .5 " q I � ' - BE CONTACTED FOR FIELD LOCATION PRIOR TO ANY CONSTRUCTION. THE OWNER .. 4) .- ­ ----- ,_---- - OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY ­ -..- I I -- CONFLICT EXISTS. CONCRETE 24" DIAMETER AND LAPGER PI:'E SHALL 13E REINFORCED, BELL AND - \1 .. -, . I -- __ .- — ­ ---I- ---- 1: FOR UTIL!TY LOCATION IN SNOHOMISH COUNTY, CALL 1-800-424-5555. evi , - -,-,----7 W I . .1 \ .- � � ,­--­-­-- 1 6­ S/8' CSTC /16' VIDE FAD, 1/8' HI;H SPIGOT WITH RUBBER GASKET JOINrs, CONFORMING TO ASTM C-76 CLASS 11. , . .1 \, I - I . .. ... -­­­ 116-roP­C,3o,,,y16H wr,�rvol�y)l COMPACTED SUBGRADE S 1/2, 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR �� Ell(. A5PH. ---=f�� 0 r , ! � 1kJ674LL ­ — C. HIGH DENSITY POLYETHYLENE (hDPE) NAT ALLOWED WA L r- I ---- -- -- .�-7- -', - : , 4' MIN MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED _WITHIN PUBLIC RIqF *----.-- -----.— —*W - -! � - - --�--��,, - "AA4E,5161-1 "/7 -//,Pz-. .W _ _IT.OF- " DIAMETER PIPE SHALL BE CORRUGATED EXTERIORIISMOOTH , , __ , :.. _ ____ ___ SneEE7 87 . " .-I �.. .. a BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY INTERIOR CONFORMING TO AASIITO 1,12911, TYPE S. PIPE SHALL CONFORM TO ASTM ., , ; 1; '. ,p6R .0 7y 5-ID6. . , In.- 1 1 - % HEARINGS ON THIS PLAT. . � .1 : I . . ., - , ,.. . : - , � I j D3350. FITTINGS SHALL BE EXIRUSIOII WELDED. COUPLINGS TO - �, - - , - - I ..*., �.. -114' MIN.*DIAMETER I " 11 11 MEET - - / 11 , � ; "r. I " . . . ., I . . . ... I — 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS REQUIREMENTS OF ASTM F667 WI­,H ADDITION OF . I I ; EXA5 T I I % . . I BRASS DISC I- -I- , - .. GASKETS MEETING REQUIREMENTS CLOSED CELL NEOPRENE MAILeOXC`6 /=09 L-07-6 /3 -/5 .1 1�0 . .... . .,�. -- 12. MIN. #4 RE3AR R SHALL NOTIFY THE CITY OF HIS SCHEDULE IN SUFFICIENT OF .ASTN D1056, GASKETS TO 13E INSTALLED pocKl5py /" ! I " z . ... � TO FULLY ENCLOSE PIPE JOINT. INSTALLA`ION SHALL BE ACCORDING TO AsTm TO k3i5 4DOE-L) 70 EW167.76T,41AJO I , I . I � . � . '... *..:. -----CONCRETE MONUMENT 1/2" -5/8- -- TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. D2321, STANDARD PRACTICE FOR UNDErIGROUND INSTALLATION OF FLEXIBLE , I � I 11 � I . .... .... q . 2 66-r,eVIC11,1a /7606 7-A1-0O7-)ZD- %, \ , . N 1. . � . . I THERMOPLASTIC PIPE. USE ADS N-12­ OR EQUAL MEETING WSDOT/APWA 1. '�",[- N . - ... Ii. . . . . . ;1 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO REQUIREMENTS FOR MATERIALS, BLODING & INSI"ALLATION. I .):� ��) C I. I . I THE INSPECTION OF THE ENGINEER. N ., .) \ � � . --.----. ­ ­­ - .­­ ­ - ; - . "l I \ ` F ­. . . I—— - ,..... --i c !, 01 " N 1 3 1 . : ...., . I D. ­1 POLY VINYL CHLORIDE (PVC) 4" THROUGH i�� , i I t. . 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD ! . I .��\ . I I .i. " .. .... ­1 --- AND UTILITY CONSTRUCTION. CONFORM TO ASTM D3034. 12" DIAMETER PIPE S14ALL I .. I I . I t/� 1. 6' MIN. " 11 I 1;�'. I . ­­ �, 11 I 1. — 6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION 8. ALL PIPE SHALL BE PLACED ON SI.A111.1' EIRIII, OR IF IN k1s, I ---� - I L-LI � I - f COLLECTION FACILITIES TO CITY INSPECTOR, THE THE OPINION OF THE \� I I evo C&SED CONCRETE HCHUNEW e-1/8, 1, INSURE SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE EXISTING FOfflDArION IS UNSATISFACTORY, THEN IT SHALL 1. I I I � L- - " rs-LI-11-1-111-111,11=-..Ul,�l-IL�lI BE EXCAVATED BELOW GRADE AND BACK FILLED WITH A GRAVEL MATERIAL TO " I \ - \ I . � SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND SUPPORT THE PIPE. " \ EXIST\ � ", \ GRADING, AND SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETE I ,�� 1, ' - � I -< 1;) CQNSTRUCTION 5EQUENCE SCHEDULE AND THE POTENTIAL OF ON -SITE EROSION HAS PASSED. 9. THE BACKFILL SHALL BE PLACED EQU.Mly ct.1 Cj -;� \ HOUSE\ - �-- \ \ -\I - - , F30TIA SIDES OF THE PIPE OR PIPE. \ ARCH IN LAYERS WITH A LOOSE AVJRAGE� DEPTH OF 6", MAXIMUM DEPTH ", I ­ � u) 1. CLEARING LIMITS LOCATED AND FIELD IDENTIFIED. 7. ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING THOROUGHLY TAMPING EACH LAY�'R ' I HrSE COMPACTED LAYERS 8 11 \ \ -, \ - -, � 1-1-1 I MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS. ALL PIPE JOINTS MUST FOR ONE DIAMETER ON EACH c'. - MUST EXTEND I it . ,.5� . - .­ .--- . � -.-.- 2. PRECONSTRUCTION CONFERENCE ONSITE, INCLUDING CITY BE GASKETED AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SIDE CI: 'IIIE PIPE OR TO THE SIDE OF THE \ \ � -- - - - - --- ­­ - , ­­­ - , -,-- ­ INSPECTOR, CONTRACTOR, AND GEOTECHNICAL ENGINEER TO REVIEW SHALL HAVE A MINIMUM COVER AS SHOWN BELOW AND SHALL BE ADEQUATELY TRENCH. MATERIALS TO COMPLET,: TIE FIL. 01VER PIPE SHALL BE THE SAME AS \ \ I \ \ � \ � \ CLEARING, TEMPORARY EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION (REFER TO THE MANUFACTURER'S DESCRIBED. (REFER TO WSDC'T STANDARD SPECIFICATION 7-04.3(3) AND 11 , . " \ MEASURES, TEMPORARY DRAINAGE CONSIDERATIONS, AND PROPOSED RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). STANDARD SPECIFICATION 2-03.3(1,41"., METI-KID B & C. . 1'-0 lk I,\ - � I LLI METHODS OF SITE PREPARATION. . . . 10. ROAD RESTORATION SHALL BE PE.9 \\ I � \ \ . \ �', -\ I �L � �' � ) "COVERAGE REQUIREMENTS FOR 18" OR SMALLER PIPE CI'y OF !:DMONDS STANDARDS. (SEC-- De-rAl I �'.., \- -I - I. 1 3. ROCK CONSTRUCTION ENTRANCES AND INSTALLATION OF TEMPORARY \ N ­,­- - EROSION CONTROL MEASURES AS SHOWN ON THE TESCP, INCLUDING L-) I V I \ ! > - MODIFICATIONS RESULTING FROM THE PRECONSTRUCTION 11. ALL ROOF DRAINS BE CONNECIE,I�) Ti) HIE STORM DRAINAGE SYSTEM. \� ,I ... I .. 1, -i 1-. - ) < 1.0' - REQUIRES RCP (REINFORCED CONCRETE PIPE) MINIMUM SHALL I 11 I % .1 .1 I <� 10 CONFERENCE. INCLUDES THOSE PORTIONS OF THE DRAINAG!',YS;I'EM 1 O' - 1 r' - 01:n"1DCC �M \"A N \ k . , I - I DETERMINED NECESSARY TO IMPLEMENT EROSION CONTROL . . 1lL,lUl1vl­nc1E: PIPE1 MINIMUM 12. ALL ROOF DRAIN STUBS SHALL BE ,--IAW�EE- WITH 2"X4" POST SHOWING DEPTH -I- ­_1 I \ / J/y I ,-f.-,.0/ - - - - -1 ./do 1-11 MEAUSRES > 1.5' - REQUIRES 16 GAUGE CMP (CORRUGATED METAL PIPE) MINIMUM PVC, OR I , , - -- I We/ 5e" ". HDPE AND MARKED "DRAIN". C� ­11-�— 65 .. \ \ % 1/) 4. � � - - - I , \ - , k . . . . i . � .--- REMOVE VEGETATION AS REQUIRED. 'CMP INDICATES CORRUGATED METAL, CONCRETE PVC, OR HOPE PIPE MAY BE 13. ALL CATCH BASINS SHALL BE TYPE I WILF';3 OTHERWISE NOTED. -< CO 1:��, \ . 1, I . ,�� -P . -03 1\ \ I 11 I ­­­­.. ----- -- . ­­­- . . -- - .. . ­ 5. GRADING PER GRADING PLAN. INTERMEDIATE MULCHING, RESEEDING USED. 14DPe- PIPE WOr ALL0\"r=1) I&J R0AC:>V,1A-15 oIZ -rp-A\,/EEL-ED SUF-FAc�e. - , j� - 1� . . � 135 ---- OR PLASTIC COVERING OF DISTURBED SLOPES SHALL BE PERFORMED - 14. ALL CATCH BASINS AND INLETS SHALL HAVE LOCKING GRATES, LIDS OR COVERS. L.1- \ I I . - I - -­ . I C� I AS REQUIRED TO PREVENT SEDIMENT TRANSPORT DURING *CP INDICATES CONCRETE OR HDPE PIPE MAY BE USED (SUBJECT TO COVERAGE . 9 \" \ I REQUIREMENTS.) 1-�,W 8./91- r\ \ .- CONSTRUCTION. CONSTRUCTION OF ROCKERIES AND RETAINING j , \ 0 C) I " I , . . � 1-1-1 I WALLS, AND CERTAIN UTILITIES MAY BE REQUIRED IN CONJUNC 110N RCP INDICATES REINFORCED CONCRETE PIPE IS REQUIRED. 15. ALL TYPE 11 CATCH BASINS SHALL HAVE- I"CLYPTIOPYLENE STEPS. , i I — 1'-�� - * \1-14 WITH GRADING ACTIVITIES. (6EC NOT-E 20, TEM PORArZi` 16. ALL CATCH BASINS AND INLETS I -) 1 I I I * <' -�t - - . i '. ER0510" CONTROL- NOTES, SHEET` 7) A. CORRUGATED METAL PIPE (CMP) TO BE AASHTO M236 TYPE 1 & TYPE 2 OCK-1 "G I 0 C)" I . - i- 11 - 130 -11 6. CONSTRUCT WALLS AND ROCKERIES. COVERS. OU�EIP:' CI- PAVED AREAS SHALL HAVE SOLID L 1:7) 1 . cr , I - I I ,� " �) j GALVANIZED STEEL WITH TREATMENT 1 ASPHALT COATING OR BETTER, ALUMINUM �- 11 I I \ \ .1 '. , I . i'o,l (P < /I / 7. DISTURBED AREAS SUBJECT TO EXCESSIVE GROUND OR SURFACE OR AASHTO M274-70 ALUMINIZED STEEL. ALL PIPES HAVE COUPLING BANDS WITH . A . � V., -Y 17. ALL CATCH BASINS AND INLETS WITIM-4, THE ROADWAY SHALL HAVE A VANED IIJ7-AK6 I - ON . W -,5' - . I -�' / WATER FLOWS SHALL BE DRAINED BY TEMPORARY BYPASS PIPIES OR NEOPRENE GASKETS. ALL CMP TO BE 16 GAUGE UNLESS OTHERWISE NOTED. - Q . . I '. 10 / /, SWALES WHICH WILL DISCHARGE TO NATURAL OR CONSTRUCTED GRATE PER WSDOT STANDARD PLAN 8.2� UNLESS OTHERWISE NOTED. W1 T)'Z4514 MCK(C167AiL. SHT 6) ,+ �N 1. �- I �) -IZ5 !,�C.Y 6"r0e;'(?V4IZ&CQ % 1.10, , (3L < ` - . " I '. 1. N # 10E / PERMANENT DRAINAGE COURSES. � > 6x 10 VV \ � 0,,�,j q "e- i2 -,, i I 1. � 6PALL- VV41C,r-�T'IP-) _I " 4) - I 6ee- r? � I r. 14- 1 ­ ---/zo I � � Vr� 9. 8. SEEDING OF FINISHED SLOPES, AND ANY CLEARED AREAS WHICH WILL E I - /W (-) Z. 9 7- "'. C50 I NP9 I ,\, 6 85 �; . � . .. � OF10 r01?-*-`) � E,K. so I - " in so ( ) I NOT BE SUBJECT TO IMMEDIATE OTHER CONSTRUCTION. EXISTING 44V / / / 11� 1(z 0� 4G;�. A -A/ �. i ��­====­---- 9. INSTALL DRAINAGE SYSTEM AND OTHER UTILITIES AS SHOWN ON THE . 1 7' 1 �� 1�-= - 11 3-h7O 'Lr ,,,�,, III , -,�-- ROAD AND STORM DRAINAGE PLANS, SEWER PLAN, ANDWATERPLAN. 1 -�C33 1 / ) P - $13-,5 - , /�- -;, - / Ij W 1-10 LOCA�hvc '? - �,, ------. --)-'I 015 #-4( 4, "DIA.j TYPUZ) 10. PAVE ALL ROADS AND ADD SIDEWALK. / / I � \ - xr�. - .. I -� - - - �. - /(- I ! 1q- � I I , I - " , - 7-Rar- r , N , sto � ,)—cy- W1601-1,9 L06kl"c LIA9 / 1­1 . I ov�� ? -Tj�',--�- �' I I �� - N ex`157-.04" , 5 ­­ .� , -1 LZ , // -.­­ 11. HYDROSEED AS REQUIRED. U JN P L.r,-\ T T Err-� D . / / 111� . -1 I 1. I () V Z' �. . . I — \ " --­', . .. ' . '-r, _j "T V, \ , ,� -1-1 � I - 12. REMOVE T.E.S.C. MEASURES AFTER SITE HAS BEEN STABILIZED. . / / to I cm/c. VERIFYIN A I � . ...7 A I b // li:n4 .t C.ON Z"��--Tc-:Z.D. -N-AVL--t AND I- INSTALL. * -WI-0 !� I) - - P910j1Z 7Z) COAJ5T I,- - 0. Ili , f-l- , / li.. i /,5HOV,j 'NEW bFIS16IN ­ - -­ / 2, N 4) III . - � . i I I " DIELF-71 f= 7PDt-AD\ 7%" 0\?,AWW E-I - - - I-- jl�j , N 1�4�=f / -1 1. N. ". I 1, / (SOUTH 001JI419) �'Q '-' '-'� tf) OUMALL eA 11 ( j -� 11 . q\jI " -�--' 0 � / " - " ­­' . Q, — �11 - \: I I -1( "�� ., - r -11 / / .) -,; " -I— � I I It: I ,., . ., I . I � - . �6 k --- I I "r. " ! ", 11') il I/ .�­ . I / / ., f 'p ;-z YO CY & T08" QUAP-9Y- Gy ' I . ,+ "i .�, ki,) � A 1AXOT4 I-L PIPE AAjClqokS , I - � 5� 1�� I ,9PALLS 1'7741ck:�� Ill " I... .1 �� - � . 0 ) , '01,4 - P51F DE-T AIL- OAJ;514T &OF /0 .1 I 6i ,/ 8M I I I \ , , ?, I C 5 *t 5 (54' -, 7 I F�E xr) / I W. 9 3. 0 -7-,---- TOP e)o - E30 �� ... .. " � , � WAJ,� �.) - I 11) �! . ,)----- WI)Z66-rPZIC7-0k'�IW�-10 I I INV 85-04 -24'� 1 .. , * I r � ,:j - I-- ��) , - _- ! ANJ� A6 PP,OP-1 LEO ON ONT 3 OF 10 0 / ------� /0 1 PV1,95 6,41,1. � , N I . --, ­ - Ljxr-IAJC LID. ----- --r 1 1.4 - W -1 - 2) � *�4 %�� �) 1� , �) 1 a - exis . �-v I 65M77 rj� "Ill 1---i I . f-� (TO Rr--K4i^4j,j) " 5W9. I- , 1P .1. `�`o":­;i-'�,­, '1� I I I - /\1 15,-Ircmp 0 1 1-1 , - - r, --- . , - �—, ) . 11 A- I '' c8g 2 5z- !6 L , /.- - - \ . � r J9 �A d"% I VICINITY MAP N.TS. I OWNER GEORGE P. KAIREZ RO. BOX 3197 �� LYNNWOOD, WASHINGTON 98046 1 � � TELEPHONE: (206) 771-9554 � . : I � ,ENGINEER I : I l . LOVELL-SAUERLAND & ASSOCIATES, INC. .' 19400 33RD AVENUE Will SUITE 200 LYNNWOOD, WASHINGTON 98036 � TELEPHONE: (206) 775-1591 1 i BENCHMARK ! I BOATSPIKE IN EAST' SIDE OF POWER P6�L � f -. � , '\ n 00- - to Z j ­ I , -,, . it, � , , . . I I \ . - I I NO. 27X ON TALBOT ROAD - I \ ,'-�o j=11-7-)yZT10�­1 X I ' - `-, ( � � - - iq 4-bl-7.37, ,F �- I I %�x , ,5. /'Vk- 7. 1 1 1 .V . I ,tl/ I I 6 VVA 0 I-00, 0 1 ; L . � . .1 �i­,i"­4 I I � , I / / T119a CUk"43 1A)LEF lz-� y I idu � . . ELEV, = 1-11.70 . � 1, ,--f, I if - I ) DP I a i \ I I j /01 11 / \4 * 1�2) . I \ � DATUM: = CITY OF EDMONDS I V) �7YP) ,�,E-E ;5Hr , �-.,) . / / N - 10 1,96-, MPH. , , , (M. L. L. W.) , �, \ I I - ut'ji- It- # I e 1�o 0 � � \,A0 0 i I .\\ � lvcl)j \\, \ % 4) / �1) , ­ '// if 8 W.7 ,,, ,.., , Ito I 1 4 1 - . .. . , I )ecckE - ;:;lk; 1. I .1 I , 1\ 1, I / , � - 1Aj,VU(, 04-q:r gy \, \ , %". I I, 'f) 4 OF-110 � / I 7k / I . -- 1,10 je)o 1. I 0 \ \,i V\/ .\ ,?. I I - - ­� � I I -� " / I I � ( \ . 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TY11-11CAL FZOADWAY 'SECI-ION .1 N.T.S. . . � . . - EXISTING IGI ROCKERY- HF-IGHT -Q k, VA R I F- G . -- - MIN. 17.7. =. IT, I -- I re;erlo4z, cezeer ,� aurrl--K -",\ ".WW$WWW="WW�­ -Z-21'- — I ­ "��MIIE,11 -11 grg-i.ij - jjji=11l1- - qrz= 170th PLACE S.W. ­­ - I 1-=1 z-_i I= _1jUpnqU,­­ � 7-YPICAL ROAOWAY SECT101,1 0"COMPr Z�FPrtl 01--"`,8"`A5P,Y4(-7- 00A./C. ,Urn F" M/M C044PrOEP77­1 Ce. t9ORF,L-11-16 rop c0j1g_-,,- /I 4"AIIIJ Colv7p,r 0,s�qrll - Cig.,5URF,?01,(1C7 6,4,9e eoel,e�5.T . L^4 /�,/- I ur-- . ­!,111.,­---1-'101r. —­t�. I 1%,��­---­-- I. " .. ­--M. �­ —,-W;:;- -, � . I w1h alk bft j% a & M I' PI.F" I Al'�, I V VED F, *1 00 1� P ; ,H,,x1w%T1f1V,'Q T10" ; : - ! 7 4" , V� t­ -"- 7 -Z-71 in . . ,� ,,,A 'it:-z- / ,z 't-t-m*0 ..- t­" - Z4;;�; =­--.� . . .;I. V -=11=1'11�­- .. .. - , , �� '. 4, . . �. .,. � M .. - ­4711 , . . I . ,.,., -C�r- . - - �= .-. . ­t�­.. - ­ ,�,:...­-­ � . . I I y Ir. .. � q . rr!,- t'�j . ­7400 ... ­ ...­Ij.. — - 11 - -)e L>f; Il.-- -7 1 I' I—' ; — - 144-7--k4;t;s�Z-7�.*ra��". ( .. VF 1:.UIVIVINUO 1 . I i .. .1 , ( SNOHOMISH COUNTY, WASHINGTON (l..-, - - 912? KM - - . gwnv- SHrzGT NO'S., NOTE., 1713-th ROAL2 SEC. PP-R CITY COMMP-NTS 7-?)l ". I . 5) )ZeV, P0Z C17Y ColiliMQjT5 -/0-97 g". I - 4 LM:5 19�. Z) 9EV PE-Wf Cl ly COMMi�:--AJ75l z-,�9-9-7 LA45 it� 4 4 I I ) r2'r-- L� /')/')A A 4=)/- / AAC� -%<-Flr�f4i % T� if 4 4 - V1--w;1C;L.-1 f-C�IK- L-C100". I V I C_- /11-j I k-2 / I -C-� , . ,,, N,*.,:Z-';,q,-0"` .11-,/5/76 111.11M - i I - N Loveii-sauerland & Associates, Inc. I --� :71,4�-7�--.i,,� e - :E. j I MWA No WAR 1111941010111 6- --h Z-�[>­ i t/:;,, b-.Ix N= jMW E Engineers/ Surveyors/ Planners/ Development Consultants �fq( , fsa . - - M . W r, , 4w,��l­llvlxii' 19400 33rd Avenue W., Suite 200 - Lynnwood, WA 98036 - (206) 775-1591 - (206) 340-0830 Coi.c. P�--­V,I -,/11�1-() 7 DRAW14 CHECKED DATE F.B. - -- - -- - - I SCALE F1LE NO. �,g, 12606# ,� � 1; 1"3�e- LNIS CMC 5-30-95 410 III = 50 1 92-2926 � *1 I i 1 I I I I I Oct 6 1 04�-- rLAT 1--1 L F.- (-,�:or�/O- C% I 1 r- r- Ir 1 - /�!i I= f1l . - I - I - .. ___ 11 , I __� I .. I ARAnn - ­ -, 7"''- - - ­ ­ I - - I . �, i I - __ __ � I I I . I- - � - . . , . I - � � I . � . . I I t- T.27N. R.3E. & SEC.7 & SEC. 18 T-27N. ,,, : , � . ,� � SEC. 12 & SEC. 13 7 7 7 7 R. 4 E. I W. M. — I ') . � __ - — ).-�-- � � �__ m � 11____�­- �_A 1�4__" ­,//�I/ 3y %t __1 I I - MONUMENT FRAMF* Amn rnvr* I ROAD AND STORM DRAINAGE NOTES ________7 � , I I I I / / / _­/ / I / ; i , I 1A I / /-f I- L� ,-./ / /'- (-- " I - I-L�_ - . -- , - -1 __ I SEE MONUMENT CASE DETAIL . � ,, . I . - L ; I � i ,.; - �. ,,Ijo pARr - oF IVERE'FER - .1 ; , 1. APPR'O"XIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM ,lAja WE�67 _._,__­­ : �, ---- , ___ - - - J� I �k, B. CONCRETE 6" THRU 21" DIAMETER PIPE SHALL BE NON -REINFORCED, I ELL AND _LX5. �_.___ _.- - -- I ,\�j V, ____ )J, MATCH EXIST. ACP DEPTH. AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR 3 CITY 57 __ ___ n - - I $�i - "I i / (MIN. DEPTH 2') SPIGOT WITH RUBBER GASKt:T Inim-ro (�, 13N t- N - , 0 !� �,Q ,_ , u 6 : � __� '-z 4�3 k,) , � \,3 \j 1� r . "Ir - . . �j N N r, q, , , N k n �4 [\� -qz, 'I) ��j W N It . k- ft- *15 M,� -:* ,a , m -.1--­ - _­ I .- ____7 � . ____ � I . / I SHALL BE RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS SHOWN AND FOR I CONFORMING TO ASTM C-14 OR ___ ------.--.-,--- - J_ _____ __ ___­_�_ � , # DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID CONCRETE 12" THRU 21" DIAMETER PIPE MAY BE REINFORCED, BELL AND SPIGOT k -_ ___----7 j _.. -_ " DAMAGE OR DISTURBANCE. THE UNDERGROUND UTILITY LOCATION SERVICE SHALL I __ ___ -,-,-,- _� - �----­ - / - . � WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76 CLASS 11. __4­1 -7 1 - �­­ - ,--- 1______" � - - ___._ i­ - � C . I . 0 0 0 . 3 - BE CONTACTED FOR FIELD LOCATION PRIOR TO ANY CONSTRUCTION. THE OWNER %N . - � - 000 - pl. I C'n � � - f.- -5", -, I A UTILITY CONFLICT EXISTS. 0 Z . OR HIS REPRESENTATIVE SHALL BE CONTACTED IF ft _�_ _ CONCRETE 24" DIAMETER AND LARGER PIPE SHALL I __ --- � TALBOT 9 . - - __ - 77 - __' * - -, __ ,_------, - 5/8' CSTC /16' WIDE READ, 1/8' HIGH FOR UTILITY LOCATION IN SNOHOMISH COUNTY, CALL 1-800-424-5555. BE - - - . - _:�� 1� - � I I . 6' 1 REINFORCED, BELL AND --.---- - ------- _ .- - ______ __ I - - - ; 11 __� SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76 CLASS 11. _ , __­ ___._ . . , - - 6,101— -- iA ­ .�__ - __ ____� � I - .....--- -, ' ­ I I � : ,_ ,,.--- _,.---- /1 vo P', Cw,, u 16H /,ur4-_r .`,-IT COMPACTED SUBGRADE 5 1/2, 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR � \ ' _L­- I I lkJ6541-L 5 , /)/ - MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED C. HIC31A DENSITY POLYETHYLENE (HDPE) F� pp --"' - � 1 -H Pl_ - K/ 1, 4' MIN " DIAMETER PIPE SHA - - OR/SMOOTH n_ ,5,X.A5 -_-, _,j " --..,.._­-�'�. \: , OT ALLOWED WITHIN PUBLIC RIGHT-OF- (\3 -EK . - � _­�' � I I , _­­ - ., � 5rfeEF 6AJ " /79 7 . _ .-! 81, I BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY INTERIOR CONFORMING TO AASHTO � LL BE C6rRL16X:��'�'E��E�� WA - - --- - --- ---..*w - -1 i -7__-_______- - T,VAME,51 .., - I HEARINGS ON THIS PLAT. 1`0194 TYPE S. PIPE SHALL CONFORM TO ASTM I----- ----.---...---. , , I !.* - *. II_ � I ,1 ,9�6R ,fl TY 57V,�5. . . . 1 1/21- 1 - -1 D3350. FITTINGS SHALL BE EXTRUSION WELDED. \% , I I .: ... .'.'.� COUPLINGS TO MEET �, � . : 1, , ...,.! � .,.� 1-1/4' MIN.*DIAMETER . - I 1 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS REQUIREMENTS OF ASTM F667 WITH ADDITION OF CLOSED CELL I ! I .. . I ...: BRASS DISC NEOPRENE . I I I_-1-w GASKETS MEETING REQUIREMENTS OF ASTM D1056. GASKETS TO 13E INSTALLED " �' % - �.'-.' R SHALL NOTIFY THE CITY OF: HIS SCHEDULE IN SUFFICIENT TO FULLY ENCLOSE PIPE JOINT. INSTALLATION SHALL BF- ACCORDING TO ASTM , .. o , _� 12' MIN. 114 RE3AR , � 5x1:5 T � 1�6_ I /­ * � : .; 1/2, TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. I . POCKE'ley /I � :. ... ... - ___- CONCRETE MONUMENT IWAILBOXC-5 FO)E� W7_6 /,3 -15 , 1. . m . : q-5/8. -_ D2321, STANDARD PRACTICE FOR UNDLRGROUND INSTALLATION OF FLEXIBLE - � I I ; - , .:." V 7-0 06 AD05D _f0 a<167. 6T,q"Ll I . 6 :. . ..:.. . THERMOPLASTIC PIPE. USE ADS N-12, OR EQUAL MEETING WSDOT/APWA i , I � \ .. � .. .. 7- 1 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO - 6C-7,eV1C1AJa 1.7606 rALOC7_90. % I 1� 1. I � t... �. .. . � . THE INSPECTION OF THE ENGINEER. REQUIREMENTS FOR MATERIALS, BEDDING 84 INSTALLATION. , N .. .. . , 6 11 11 US , ; _____._ I I .. . . . .­�%.." � '. � I - _.__________ ---------- I \ .�.l - _. � �, ID -_ i_ - -_ -_ _____ . .. - , I., I � 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD D. POLY VINYL CHLORIDE (PVC) 4" THROUGH 12" DIAMETER PIP . I � . � - � ­1 - � ... .:.. . .!.�: % E SHALL . I � ,�� .1 1, . I 1 6' . MIN. .. I � AND UTILITY CONSTRUCTION. CONFORM TO ASTM D3034. . I t /� . �_­% , I I �� 1\ - '. ,9 "I . I I � . J _f I I --- � --- I 11 6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO 8. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE OPINION OF THE . 'n bd f - I CITY INSPECTOR, THE EXISTING FOUNDATION IS UNSATISFACTORY, THEN IT SHALL 11 ___\ `\ _-, � 870 CASED CONCRETE mGmUmEHV I 11 a-1/81 I INSURE SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE ; '. 1��:5� � - -_ 1 � L SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BE EXCAVATED BELOW GRADE AND BACK FILLED WITH A GRAVEL MATERIAL TO . \ I I I I ; . I - I - SUPPORT THE PIPE. I 1_1� I;). i GRADING, AND SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETE I I., '\�IMST\ � \ �� AND THE POTENTIAL OF ON -SITE EROSION HAS PASSED. " \ CONSTRUCTION SEQUENCE SCHEDULE 9. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE- ,::C�\ \HOUSE\ \,_ ­..� I � __ - 17. ALL STORM DRAIN ARCH IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6", MAXIMUM DEPTH 8", \ � , -, � u) I � . I 1. CLEARING LIMITS LOCATED AND FIELD IDENTIFIED. PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING THOROUGHLY TAMPING EACH LAYER. T14[:'_-I- ---..I-- MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS. ALL PIPE JOINTS MUST - COMPACTED LAYERS MUST EXTEND . \ \ %, .,;- � . I.-LI I � 2. PRECONSTRUCTION CONFERENCE ONSITE, INCLUDING CITY BE GASKETED AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE FOR ONE DIAMETER ON EACH SIDE OF -;HE PIPE OR TO THE SIDE OF THE \ \ � , _. ___ - ___.___._.__ . TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS k - - -.---------- / INSPECTOR, CONTRACTOR, AND GEOTECHNICAL ENGINEER TO REVIEW SHALL HAVE A MINIMUM COVER AS SHOWN BELOW AND SHALL BE ADEQUATELY DESCRIBED. (REFER TO WSDOT STANDARD SPECIFICATION -1,-a - � - , * - _­ "------- � I , I \ \ \ \ , 11 � I- - -----I i I "I CLEARING, TEMPORARY EROSION AND SEDIME14T CONTROL ION (REFER TO THE MANUFACTURER'S 7-04.3(3) AND 11., \ \-\ \ � I MEASURES, TEMPORARY DRAINAGE CONSIDERATIONS, AND PROPOSED RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). STANDARD SPECIFICATION 2-03.3(1,1)C, METW)L) B & c. \ \. \ METHODS OF SITE PREPARATION. I 11 , � \ . . ,�o \ I � i �­' b-1 . 10. ROAD RESTORATION SHALL BE PER. CIrY Or- EDIVIONDS I \ . ".. 3. ROCK CONSTRUCTION ENTRANCES AND INSTALLATION OF TEMPORARY *COVERAGE REQUIREMENTS FOR 18" OR SMALLER PIPE STANDARDS. (Se De-r * I ,,, \ ,\ \ \ �_� � \ V...� I _-) i -e 41L) \ \ \ , \ __\_ - � � � � > -) I - EROSION CONTROL MEASURES AS SHOWN ON THE TESCP, INCLUDINr3 - REQUIRES RCP (REINFORCED CONCRETE PIPE) MINIMUM 11. ALL ROOF DRAINS SHALL BE CONNECT'ED To TIjE STORM DRAINAGE S�'STEM. \� N - MODIFICATIONS RESULTING FROM THE PRECONSTRUCTION < 1.01 � � �_­i_ \ I �L . -) CONFERENCE. INCLUDES THOSE PORTIONS OF THE DRAINAG SYSTEM I \ � 1. 1.0' - 1.5' - REQUIRES CP (CONCRETE PIPE) MINIMUM - � \ I % I � .. i -1 DETERMINED NECESSARY TO IMPLEMENT EROSION CONTROL > 1.5' - REQUIRES 16 GAUGE CMP (CORRUGATED METAL PIPE) MINIMUM PVC, OR 12. ALL ROOF DRAIN STUBS SHALL BE MARKED WITH 2"X4" POST SHOWING DEPTH \._A \ \ \ � .6/ '5,7"W \ � 1-1-1 I MEAUSRES HDPE . .1 AND MARKED "DRAIN". � I \ , I F(". 0,1 ' _%_ - ­­_____ ., ,�, I i �, u) . 1 4. REMOVE VEGETATION AS REQUIRED. .- ­­_,_,7­'­`­'­ ­­­­ ' . 65 -4, ' , . - -\ \ . I � I � I *CMP INDICATES CORRUGATED METAL, CONCRETE PVC, OR HDPE PIPE MAY BE 13. ALL CATCH BASINS SHALL BE TYPE 1 ONLES-1. OTHERWISE 'NOTED. - ci� __711e_7_ --I I \ 1� - �z -1 1 - - -.--.- 5. GRADING PER GRADING PLAN. INTERMEDIATE -MULCHING, RESEEDINO USED. HOPE PIPE WOTAL.LoWEFC) IM R0,4c�'VVA-/5 09 _rP-A',/eL_ED'5UF_F=Acs6. . ,VI C I N__ITY_ M A P % \ . . �, , I ,.­._.____,_ ­ - ._._____­_____ ____ .., OR PLASTIC COVERING OF DISTURBED SLOPES SHALL BE PERFORMED *CP INDICATES CONCRETE OR HDPE PIPE MAY BE USED (SUBJECT TO COVERAGE 14. ALL CATCH BASINS AND INLETS SHALL HAVE LOCKING GRATES, LIDS OR COVERS. N.TS. .., ) I AS REQUIRED TO PREVENT SEDIMENT TRANSPORT DURING .1 -< C,5 \ \ " '. �j "' \ , "' - _. I I lz� ..�i CONSTRUCTION. CONSTRUCTION OF ROCKERIES AND RETAINING REQUIREMENTS.) 15. ALL TYPE 11 CATCH BASINS SHALL HAVE POI.VP,IOr'YLENE STEPS. . - 11 11 . . I � RCP INDICATES REINFORCED CONCRETE PIPE IS REQUIRED. . . I L11 ) 8./19 I_T_ * I \ . � \ . . 1. 1-LI .:! - I I WALLS, AND CERTAIN UTILITIES MAY BE REQUIRED IN CONJUNCTION . . ­ _�, I ' \1 LU 8\ 111�� I I WITH GRADING ACTIVITIES. (SEC NOTE: 20, TEM PORAFz,/ 16. ALL CATCH BASINS AND INLETS OUTO 'L . I 1:51 \11� I ER05ION CONTROL NOTES, SHEET 7 ) A. CORRUGATED METAL PIPE (CMP) TO BE AASHTO M236 TYPE I & TYPE �* -_ ()I PAVED AREAS SHALL HAVE SOLID LOCK-I,kiG . , '__ - - � 1-1 2 COVERS. I < 'c---, - , I 1, �.. 6. CONSTRUCT WALLS AND ROCKERIES. . GALVANIZED STEEL WITH TREATMENT 1 ASPHALT COATING OR BETTER, ALUMINUM I ) I 1'� U0 0\ � - 11 . - ioD - - - - � � I � OR AASHTO M274-70 ALUMINIZED STEEL. ALL PIPES HAVE COUPLING SANDS WITH I OWNER I 15 �, I (�) _< 7. DISTURBED AREAS SUBJECT TO EXCESSIVE GROUND OR SURFACE 17. ALL CATCH BASINS AND INLETS WITHIN THE ROADWAY CL A NEOPRENE GASKETS. ALL CMP TO BE 16 GAUGE UNLESS SHALL - cr 11 I � - --;-y - 1, / ID I , * \ - - .. -,I\ � , , N - WATER FLOWS SHALL BE DRAINED BY TEMPORARY BYPASS PIPES OR! OTHERWISE NOTED. � I , , - - -, ' GRATE PER WSDOT STANDARD PLAN B-2B UN-ESS OTHERWISE NOTED. GEORGER - 1.1.j":�'.5 1"-r.4gi5 1A �_ . I I I- , 1, .. .. I �'. _/0.5 / i, SWALES WHICH WILL DISCHARGE TO NATURAL OR CONSTRUCTED KAIREZ \ , _ ; - PERMANENT DRAINAGE COURSES. - , , N:) - * - , ICE I/ // RO. BOX 3197 ,ACK(�E-r,2 SHT-6 \ CL < - " , �j ,5x. 10, VV I I W1 Tk4514 P 1-11 > 0 C I - ''. /,/ 5wp- 8. SEEDING OF FINISHED SLOPES, AND ANY CLEARED AREAS WHICH WIU_ . LYNNWOOD, WASHINGTON .. 11 v06 I 0)402 ) �, .1 \ I , A, , - /?O L_ F 7- , NOT BE SUBJECT TO IMMEDIATE OTHER CONSTRUCTION. 98046 � CD ,� N q �e. -E7).n, 4. I � � , ,_ . 4f, / " / / YZ CY (D 0 _,c 5E " I I ,,, , 5 I " .+ CL .� ;,�-i �, ex. so I - _ --.60 ( .1 EXISTING TELEPHONE (206) 771-95541, / /�!� 0) 1i -1 . - 0 i:: I 0 ,�:'-'(-, p- - _�� — � 6PAI-1- 1"n4iCUT'lP.) I C J5 Ilk A I �. �6 (_�Q - ;�4, 6r- .. , - I '... --- - e� 7:=7=--�==�— 9. INSTALL DRAINAGE SYSTEM AND OTHER UTILITIES AS SHOWN ON THE! i Typ6 Ir I :-� -A ­4 " --- — - ROAD AND STORM DRAINAGE PLANS. SEWER PLAN, AND WATER PLAN. I ��, % $4 5_0 / - I -, i '�­______ __ -17 � k, �� , .1 _� I I -.-- ,` �.�,, 0� � ../, I I ) 10. PAVE ALL ROADS AND ADD SIDEWALK. _.�,;:, , - , - � 08 #_4 ( , "DIA - - -_ - ­ __ . >- I . I ", - .�, � .c)Z � Ll . , _1_ry._,5_`r) _j j T T E D / / / //kj\/ ()Z 'I' 34-70 7't �� D "I ) Z . " . -CF— W1601-10 LOChflAYC LIC ____ 11. HYDROSEED AS REQUIRED. . . O LXK1146 5 — / ENGINEER .�j N -6v . ,.� / _�-- I) \ . / ,_ U 1\1 P I /\ I / , . - � . . I N . / - I 10. CO3U57RVCF -� ­­- - - .�, - . N '�, " �_. . .. I - j %., --- " - I I I . N I � / rO -_� .- -1 1 N STA L. L .,,P-, t� �q I - 0 LOVELL-SAUERLAND & ASSOCIATES, INC. "T - I � ... - A � . / � _i:Z.11 .1 - ,-, ____1 REMOVE T.E.S.C. MEASURES AFTER SITE HAS BEEN Sl.',BILIZED. . / / / �� % I V I/ , ., , - --, 12. 1:�, OVE,Q i5r. 04 " / I , � I . - , . - SI 1, I �,� r� " __ / , . . . '1q. '--, _j �) I p9j09 7Z) COA-15T - - . 11.1 I,, - - -'\* j , I I LYNNWOOD, WASHINGTON 98036 !� o ,� - � I �. I I I I __­ A _-, / / -z � *,,a, t- COAX. VC-RIFY1111V A 11 I � , CL / , � / / - - ­_` SUITE 200 � - . I -, � Z_ - 'I) 4) "-N ( 11-1 \; I . � 1.4. I , T / I - - I / / TELEPHONE: (206) 775-1591 1 tf) OUTFALL OA U , , ` , "fN I IA�5TAL-L- PIPC- A'Aic"Oks __ I / _�_ - , /� / - �� , 6 / < , Q) � \ I . I � � I., (�"j - � 4 ' _' ­� I . , 13 . -I PE 21 I" I T) k '--; YZ C �/ ep " 7-0 8" QUA p- 1z -/ C"y - - . C 6 4*5 , / p -:z . . �� I .111. . ?I 1 (54 "01A., 7 ) /FEW- DETAIL OA-1 614T & OF /0 I . .. � . I I � ' � !� -, SPA1�L6'7'7P16K__�-, c5mlH 10 � : �; I ko , ��----vvlgE��,-pzlcrok 0'01-10 At\'� A-5 , Pp-orILE0 ON O"T. 3 OF 10 : / ' z - I '' If) �, A I -_ � I -11 -7----' IAJV.,5-3. -z4"w ,I) ;V -_ t - lki W, 1/jV-')5.0 TO Wo. 80 . \ � ",,�� �, L-CCA�1A./(:7 LID. / / / / --- S - G X IS T.; k-'7 - lb BENCHMARK --, -,5A . N - . I I -4) I ;�01� ____ � . " -, ID, W/06 /a., lz;� *J \ k \ I I x I I _ ( TO R rt M Al N ) I . I I _'­ � -i- - (_� I ,�.A - I .- 11 I -,,--ma / 0 , / le -I f1:7 / � .4 17 . . (55m 1F - If' " __ I .- 15, /, �.. I . , - . � 1-i I I ','� �.. I I " . I / f', L5 -A 8 � I AW& 1, I - . BOATSPIKE IN EAST SIDE OF POWER POLE r ___ m '\N , I // ! I . `� ) C5 J-4 fp 'a- 2 I I ;�� / , I I NO. 27X ON TALBOT ROAD ,,.,, I � .- I I !� / � I \ '-10 7_/0iIJ . �". I / / 0 TAIRU Cuq3 11,xL--T- i �.:_., 0 , I %.# \ ELEV. = 11 1.70 , - I -,,) � 0 1 -I- , ; ,�,, ; / .01, 16 j I � � I - ��iillll' --� '510 -14 1 1 - I , �ZQ , " ( N 4Y -, <5-/�,Rr 2 � 4�-/-7-57, q /_ O/ I . _11 �, ''. � IQ , @ 1.00� ,il'� U/ 6 / \� \N1 \ ld � g,\, \ I - , DATUM: . I 1­� e, # 'O '16�1 \ 1 M-PH. I ') '/ �, = CITY OF EDMONDS (M.L.L.W.) 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I VERr.-RCILLEP SACO< OF' TRANSITION ID TRANSITION /�--ROLLEVI CURB _-CONST JOINT FLOWLINE-, ------- MEET NORMAL PAVING SECTION 5,-11 YA, (-�ROAP SUIZFrACC� FRAME - OLYMPIC FOUNCIRY Or SM 52 COMBINATION FRAME OR -EQUAL HOOP OLYMPIC POUNPRY*SM52 COMBINATION HOOP OR. EQUAL C4`-,ATE OLYMPIC F'OUNI7RY-V5M"G 01AGONAL SLOT DUCTILE IRON GRATE OR EQUAL CONSTRUCTION JOINTS NORMAL GUTTER GRAVE--,, t1j cl 5ECTION A -A THRU CURE3 INLET 0 5* CALvANIZED OR PION-CORROSIVEE BOLTS AND NUTS 4 EACH 0.25'r 2-4' STRIPS 4e LD TO 0 75"$ FRAVE UNIFORMLY SPACED 0. 75'o FRAME N 0. 75'o SOLID RACK BARS 45* 21- a ENDS TO BE wEL0 WIN. TO FRAME END VIEW SIDE VIEW 0. 75'0 FRA 0. 75'0 RA BARS ENDS TO BE WELDED TO FRAME VIEW A A CK Q&TA IL -IRASH R SCALF-* NONE a NOTES: 1. CONSTRUCTION OF CURB DETAILS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICAT1ONS FOP ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOT/APWA SPECIFICATIONS) UNLESS OTHERYASE MODIFIED BELOW. 2. ALL CONCRETE SHALL BE AIR ENTRAINED CONCRETE CLASS 3000. 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED, STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8 INCH MINIMUM PREMOLDED JOINT AT POINTS MATERIAL SHALL BE PLACED ADJACENT TO CATCH BASINS. INLETS AND OF TANGENCY ON STREETS AND DRIVEWAY RETURNS. MAXIMUM SPACING SHAH BE 20 FEET. 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8' MIN. X 2" OF PREMOLDED JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS OF 10 FEET. ALL BE CLEAN AND EDGED. 6. ALL JOiNTS SH BE A LIGHT BROOM FINISH. 7. FINISH SHALL EERS SHALL BE SPRAYED VvITH A CLEAR CURING COMPOUt"D. B. FINISHED CURBS AND GUTT 9. vERTICAL CURS WLL BE REQUIRED IN Al -I CASES EXCEPT ON ACCESS AND SUBCOLLECTOR STREETS. FOR THESE STREETS, VERTICAL OR ROI I ED CURBS WILL BE ALLOWED AT THE DISCRETION OF THE DEVELOPER. 10. TOP OF CURB AT ACCESS POINT APPROACH. PLAN VIEW ELEVATION VIEW "W FIN4L JOINT SHALL BE SAW CUT OR NE -A CUT AS REQUIRED BY CITY ACP SHALL: BE COMPACTED TO Fl.��D ENGINEER. A MINIMUM DEPTH OF (2'MIN.). (SEE NOTE #4) ALL EDGES TO BE TACKED NEATLY WITH AR-4000. EXISTING ACP EXISTING ACP ­-­ 6' v 81 0, : : -BACKFILL SHALL BE PLACED IN A MAXIMUM OF 12' LIFTS. 6' CRUSHED SURFACING TOP COURSE. BACKFILL MATERIAL SHALL BE IMPORTED PIT RUN OR NATIVE. COMPACTION SHALL BE A MINIMUM OF 95% (SEE NOTE #5) NOTES: 1. SEE SECTIONS 2-09 AND 2-12 OF THE CITY OF EDMONDS SPECIFICATIONS FOR PATCHING AND BACKFILLING REQUIREMENTS. 2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER. 3. FINAL TRENCH PATCHING IN THE CITY RIGHT-OF-WAY SHALL BE ACCOMPLISHED WITHIN TWO WEEKS OF WORK COMPLETION UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 4. ARTERIAL OR COLLECTOR ROADWAYS SHALL HAVE A MIN. OF 3 INCHES OF ASPHALT. 5. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANY VERIFYING BACKFILL MEETS CITY STANDARDS AND MINIMUM 957 DENSITY PER ASTM D 1557. LOCATION AND QUANTITY OF TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. ACP FA7-C-�4 Y4­ Hole TYP I A z 0 -0 T Ground line 7 74 "1 Ty, G ,�..n 'ne 0 r] TYPE I I Y4*' DIA Post bolt r woshe for T x I and 2 rail 18" button head bolt with Type rail I and 2 only -.7 oval grip, ond recessed hex nut C� lo 1b Type 3 and 4 rail x 25" bulfon head bolt with 1/32 ';ee notes , oval grip with recessed hex nut or W S 6 and T rod threaded both ends with hex nut a o (L x 1 1/4" button head sp I ice bat with 73z " oval grip and recessed hex nut (eight required per splice). Screw slot or milled wrench shoulders in bolt head opt ionrl. ,WOOD POST ASSEMBLY DETAILS i FACE OF VERTICAL CURB I PAVEMENT W07ri I"R 1/2-R r 1/2-R 1 R !A VERTICAL CURB NOTES: 1. YARD DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPE. IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN ON THE PLANS OR NOTED IN THE SPECIRCATIONS. 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS YARD DRAIN WALL THICKNESS. 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL FITS INTO BELL RECESS AND EXTENDS 4. CAST IRON BELL GRATE. THE GRATE SHALL HAVE SLOTS FLUSH WITH FACE OF BELL. (HOLES) THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 5. WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. 6. VARIES 12 INCHES OR 18 INCHES. 7. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN DETAIL NO SCALE ­14 RING & COVE '4GTH PIPE STORM DRAIN CLEAN -OUT DETAIL N.T.S. SEE DETAIL BELOW -SOLID ROUND LOCKING LID OFFSET WHERE OPENING IS DIRECTLY 'OVER LADDER AND RESTRICTOR IS VISIBLE AT ONE EDGE OF GRATE TOP ELEV. /57.916t VA A 6" MIN. 6- Ml . - OVERFLOW ELEV. /0357 �7 -GTE P5 NOTES PIPE SUPPORT-------.L .. 1. When called for in the Special Provisions, a 4" x 4" x 1/4" (2 REQ'D.) snow load post washer shall be used on the backside of the po (in I ieu of the IY4" DIA post bolt washer) and a IY4" x 3" x 0. 64V ALUMINUM ROD I snow oad ra I I washer sho I I be p I aced on the face s I de Type I m C pe Bea Guardrai I. Snow I oad ra I 1 nd Ty 2 washers arenof to be installed on posts 2 through 8 of a Breakoway Cable IBCT) installation. P� 2. Rai I washers. also cat led "snow load rai I washers" are not in required on new instal lotions, except as Cal led for in Note 1. LIj a: Rai I w shers need not be removed on existing instal lotions. I -7 X //7 X -79 exceptoposts 2 th oug a 0 r h f a BCT Installation. tjj 3. Guardro I I post spac I ng for a I I types sho I I be G'- 3" on centers. Ili V) , . I ,4gC,q ]7.) 4. A tolerance of 3 percent on any dimension of the rat I element SHEAR GATE OMP OMP w I I I be allowed. MIN.- 5. Timber block Shot I be toe nailed to post with a 16d galvanized 0 noi I to restrict block rotation. 6. Post and blocks y be 6" x 8" or 8" x B" treated timber or C/vl P 0-507. W6 x 9 or "C" shmoope 5.875" . 4.340" galvanized steel unless otherwise noted. For steel posts detcl Is see Standard Plan "Steel Post and Block For Beam Guardrail". Treated timber R.Ow INV. FLOW I posts and blocks may be S4S or rougt) sawn. �44&3 7. When Beam Guardrail Type 1. -- Foot Long Post, is specified in 9 the Conlract, the post length shot I be stamped with numbers that 2r2 ! Vz­ MIN height and 1/4" deep at the location where the I efter .3" M114 CLEARANCE--�- 24" H is shown on the detail. After insiallation of long post, 11 sha I I be the Controclor's responsibill,ty to ensure that the r stomped numbe s are still legible and 1/4' deep. B. When Beam Guardral I Type I. Foot Long Post, Is specified in \\-TYPE C the ontract, the stee I post lengths sho I I be increased I' for auger and back fi I I I nsi a I I at I on. The I dent i f I cot i on stamp of the long post shall remain as specified by the contract. 24" 2 CATCH BAS114 54-INCH DIAMETER CUT HOLE 03yj",�, i I . -s (JOINT LOCATION VARIES) .14 � . I .. - INCH DIA. IN 12 GA. A PLATE AND WELD O.F. ELEV. /55. 8"CMP ELEV. 14-�.150 ORIFICE C14 Z Y4: !NV. 146.58 TO CMP CROSS. HOLE TO BE SHAO-EDGED, SHOP DRILLED. Al I STEEL PARTS AND SURFACES MUST BE GALVANIZED R CTOR CATCH BASIN C13 #f,4AND COATED WITH ASPHALT (TREA17MENT 1) OR BETTER NO SCALE PER PLAN) C-1 - TABLE A STEEL POSTS WOOD POSTS AUGER AND D RIVEN I AUGER AND BACKFIL BACKFILL 6' r NOTES: 1. FULL DEPTII EXPANSION JOINT. 3/8- MINIMUM TIIICKNESS. 2. FULL DIPTII EXPA?ISION JOINT. 3/B- MINIMUM TIIICKNESS. IF VADTII OF DRIVEWAY IS 15 FEET OR GREATER. 3. DRIVEWAY IS TO BE SURFACED WITII ASPHALT OR CONCRETE. 4. DRIVEWAY CEMENT COUCRETE THICKNESS SHALL BE A MINIMUM OF 6" THICK AND PLACED Ott COMPACTED GRADE. S. ALL CONCRETE SHALL 01 CLASS 3000. G. CLEAN A14D EDGE ALL JOINTS. DRIVEWAY WTHOUT PLANTER NO SCALE 9E5T)21C7-0R OE7-41L 54`01A.17YPEff A-76�5,TRIC 7DR DOER SOLID ROUND LOCKING LID OFFSET MERE OPENING IS DIRECTLY OVER LADDER AND RESTRICTOR IS VISIBLE AT ONE EDGE OF GRATE TOP ELEV. 105. 00f F-S. 4� 6" MIN. OVERFLOW ELEV. /02.33 STEPS PIPE SUPPORT----,_ (2 REQ'D.) ALUMINUM ROD 0 U) LLI Q� 2 LLI 55'- LLI SHEAR GATE C'm P MIN:-- Ln it 0'- 3& 0. 50 CA4P INV. '--9)5.00 FLOW 1=4 3" MIN CLEARANCE 24" P 24" \�TYPE 2 CATCH BASIN 54-INCH DIAMETER O.F. ELEV. 100.33 8"CMP ELEV. -319.40 nj'ORIFIC1 INV. -25 -C IIZ66TRICT09 DE74 IL CUT HOLE Z . . ., -4 - -4 (JOINT LOCATION VARIES) INCH DIA. IN 12 GA. PLATE AND W1--LD - TO CMP CROSS. HOLE TO BE SHARP -EDGED, SHOP DRILLED. ALL STEEL PARTS AND SURFACES MUST BE GALVANIZED RESTRICTOR CATCH BASIN CFJ #5 AND COATED NTH ASPHALT (TREATMENT 1) OR BET7ER NO SCALE NOTES: IR ROCKERYNOTES 1. CONSTRUCTION OF TCEIIALKS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIO14S 1-11R /6 it '911 :FNT ROAD. LIPTOE. AND 1-11-IN'ICTAL CV4S 7.1 - tC ION AS FUELISHED BY THE WASHINGICN STATE MATERIALS OF TRANSPORTATION AND THE AMERICAN FUBUC WCRKS ASSOCIATION. (WSDOT/APWA SPECIFIC 49ONS) -*.5 A45AA QUARRY SPALL BACKFILL UNLESS OT`.`.E:RW­1E: MCC!FIED BELOW. (1) SIZE CATEGORIES SHALL INCLUDE- CEuENT CC�jCRETE 2. AL. CC;j0n-E�a SHALL BE A:R E.,,41RAINED CONCRETE CLASS 2COO. CUR9 AND CUTTER TWO -MAN ROCKS (300 TO 600 POUNDS), 13- IN LEAST DIMENSION: THREE-MAN ROCKS (800 TO 1200 POUNDS). 16- IN LEAST DIMENSION; AND 1. -CURELY STAKED. STEEL FORMS ONLY SH',L BE FORMS SHALL BE TRUE TO LINE ANIO GRADE AND SF FOUR -MAN ROCKS (1500 TO 2200 POUNDS), IS- IN LEAST DIMENSION. USED ON TANGENT SECFICNS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. lffiggt PfA - C71fX llfl-, 3 FOUR -MAN ROCKS SHALL BE USED FOR BoT-rom COURSE ROCK IN ALL ROCKERIES 4. EXPANSION JOINTS CONSISTING rF 3/5- FULL DEPTH PREMOLDED JOINT MATERIAL SHALL BE PL1110ED CEMENT OVER 6' IN HEIGHT. �2 AROUND FIRE HYDRANTS, POLES, METER BOXES AND OTHER OBSTRUCTIONS AND ALONG WALLS C.R STRUCTL-RES CONCRETE SIDEWALY EA &oe 0/:* lillIZ-", IN PAVED AREAS. EXPANSICIN JOINTS SHALL ALSO BE PLACED AT THE 8E�­'1N!N'G AND THE END OF EACH CURV­r, (2) THE ROCK MATERIAL SHALL BE AS NEARLY RECTANGULAR AS POSSIBLE. NO ON EACH SIDE OF STRUCTURES, DROP CURB DRIVEWAYS AND CURB RAMPS. BETWEEN SIDEWALK AND BACK OF CURB STONE SHALL BE USED WHICH DOES NOT EXTEND THROUGH THE WALL THE 20" WHEN POURED SEPARATELY. AND AT OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. FULL EXPANSION ROCK MATERIAL SHALL BE HARD, SOUND. DURABLE AND FREE FROM In JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB AITH A MAXiMUM WEATHERED PORTIONS, SEAMS, CRACKS, OTHER DEFECTS. THE ROCK DENSITY SHALL BE A MINIMUM OF 160 POUNDS PER CUBIC FOOT. SPACING OF 20 FEET. 3- 5, CONTRACTION JONTS (DIjMkjY MNTS) CONSISTING OF 3/8' X 2" OF P:7EuC4-D;-TI YYNT !AATER!�L CE THE ROOKERY SHALL BE STARTED BY EXCAVATING A TRENCH ONE (1) FOOT IN DEPTH CC�ISTRVCTED AT !1ITERY BELOW SUBGRADE IN EXCAVATION SECTIONS OR BELOW THE EMBANKMENT ALS NCT T-1 EXCEED 10 F7:7T. WHEN S!DEY�ALKE ARE PI-CE' , 3-. =P-FCRM;I;O, A FREMOLDED t2 Ki�� W111W\ -INTS) IN SIDEffALKS FOUNDATION IN EMBANKMENT SECTIONS. SMV OF 3/8' THICK AND UP TO FULL DEPTH MAY LIE USED. CC.IMACT:CN 'OUW�4'( 4 >1 # I, < SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHE-oriER SiMrIiiALK IS AD 'ArctIT TO L'URB Ti jO;N-. cr TS FOR SAIWED AC,;NTS SP44LIL MEET P�E ROCK SELEC ON AND PLACEMENT SHALL BE SUCH THAT THERE VALL BE MINIMUM :2 26" OR SEoakRATED Sy I 5!1!r. -0:0 OS AND, N THE EXPOSED FACE OF THE WALL, NO OPEN VOIDS OVER SIX (6) REQJIREMENTS OF SECTION 9-04.2 OF THE W-SOOT/Al"NA SFEr!r!CA'nCNS. 4.'4 3 INCHES ACROSS IN ANY DIRECTION. THE FINAL COURSE SHAU HAVE A CON'TNUOUS 10 (a APPEARANCE AND BE PLACED TO MINIMIZE EROSION OF THE BACKFILL MATE IAL THE EAN AND EDGED. CI 6. ALL JOINTS SHALL BE CLE Do LARGER ROCKS SHALL BE PLACED AT THE BASE OF THE ROOKERY SO THAT THE WALL WiLL BE STABLE AND HAVE A STABLE APPEARANCE. THE ROCKS SHALL BE A 7. CEMENT CONCRETE SIDEWALKS SHALL BE A MINIMUM OF INCHES THICK PLACED IN A MANNER SUCH sHAT LONGITUDINAL AXIS OF THE ROCK SHALL BE AT 28" RIGHT ANGLES OR PERPENDICULAR TO THE ROOKERY FACE. THE ROCKS SHALL HA P VE to - j .. - . 0. .0 ALL INCUNING FACES SLOPING TO THE BACK OF `IHE ROOKERY. EACH COURSE OF 4 ROCKS SHALL BE SEATED AS TIGHTLY AND EVENLY AS POSSIBLE ON THE COURSE 8 THE WIDTH OF SIDEWALK SHALL TS 5' FEET 1,AIM. 0. - F BENEATH. AFTER SETTING EACH COURSE OF ROCK, ALL VOIDS BETWEEN THE ROCKS o SHALL BE CHINKED ON THE BACK WITH QUARRY ROCK TO EUMINATE ANY VOID SUFFICIENT TO PASS A 2-INCH SQUARE PROBE. 29 9. SCORE: MARKS. 1 /4' DEEP, ARE TO BE FLACED ON 5 FOOT CENTEERE. ANO TO C1CR.9ES,"Ci-'O TO 7HE THE WALL BACKFILL SHALL CONSIST OF QUARRY SPALLS WITH A MAXIMUM SIZE OF UARKINrS S'TINC- SIDEIMALKE. VeHEIJ 1H." S!0E'-','-'LK ',-'-G7r4 rHT- LC.; L FOUR (4) INCHES AND A MINIMUM SIZE OF TWO (2) INCHES. THIS MATERIAL SHALL IN El-LI C :A TIRE WALL 1-yL, BE PLACED TO A TWELVE (12) INCH MINIMUM THICKNESS BETWEEN THE EN SCORE AT THE CENTER OF THE SIDEWALK SH�U­ BE PROVIDED. AND THE CUT OD FILL MATERIAL THE SACKFILL MATERIAL SHALL BE PLACED IN LIFTS TO AN ELEVATION APPROXIMATELY SIX (6) INCHES BELOW THE TOP OF EACH 36- 6" PERF. PVC 10. ADDITIONAL WIDTH TO MAINTAIN A MINIMUM OF 5 FEET OF CLEAR SIDEWALK AfLow Ine?, ;r 0/1- COURSE OF ROCKS AS THEY ARE PLACED. UNTIL THE UPPERMOST COURSE IS PLACED. IN SHALL BE PROVIDED WHEN OBSTRUCTIONS SUCH AS UTILITIES EXIST. 1011of ANY BACKFILL MATERIAL ON THE BEARING SURFACE OF ONE ROCK COURSE SHALL BE REMOVED BEFORE SETTING THE NEXT COURSE. 11. FINISH SHALL' LIE A LIGHT BROOM RNISH. SIDEWALK WHEN A SIDEWALK IS TO BE BUILT OVER A ROCK RETAINING WALL, THE TOP OF THE 12 . GRAVEL BORROW OR EQUIVALD4T. NO SCALE WALL SHALL BE SEALED AND LEVELED WITH A CAP CONSTRUCTED OF CEMENT CONCRETE, CLASS 'C" IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 6-02 OF THE W.S.D.O.T. STANDARD SPECIFICATIONS, BUT WITH REDUCED WATER CONTENT RESULTING IN SLUMP OF NOT OVER TWO (2) INCHES. 12" ROCKERY DETAIL N.T.S. RESAWN COVER CABLE ENDS WITH 1/2 SHAKES EXT. PLYWOOD TRIANGLE 27'XI6'X1S" 1/2- EXT. PLYWOOD 2X4 27- 4X4X8' NOTES: 1. FOR ACCESS AND SUBCOLLECTOR STREETS WHERE THE POSTED SPEED LIMIT !S 2-5 MPH C-= LESS. AL-' C-`I-.-E--.= EiREE-tS, MAILBOX 7m=!4o.*j-rs- 2XI5 9(Y-TED CONFORMING TO STD DING 6-156 WILL BE REQUIRED. DETAIL 2. MAILROY HFI(',HT VARIFS ACCORDING TO THE TYPE OF DELIVERY VEHICLE. YMEPE !A:L 01 VERY IS ACCO-1-PUSHED " MAML TPUCI'S "MOUNITED' IDOUITESN. THE MA!Leox % CAP HEICxTS S14ALL BE 44 NCXES. WHERE V.�i%IL DELIvERT' iS ACCCMPUSHED BY -H SIDE -R It 1.1 ROUT'ES), THE: MAJIL99OX HEIGHT SHA- BE 35 TO 38 INCHES. iriESE HFIGH-i, WLL BE: DFTERWNED BY THE POSTMASTER DURING PLAN REV.EW. SEE DETAIL 4"-4, 'r',:)cDiPCST S. 'PHIS DRAVIIIIG DEPICTS A MINIMUM STIRUC-IURAL AND DIMENSIONAL STAINDARD. ALTERNATIVE DESIGNS WILL REQUIRE APPROVAL BY THE ENGINEER. 6. ALL WOOD TO BE PRESSURE TREATED RR OR HEMLOCK. 7. FOR M.A!'LBOX C!-USTER LOCATION NI SH10"ILDER SECTION', CURB TRANSITION REFER TO STANDARD DRAWNG 6-150, SHOULDER SECTION. No SCALE .,AJLROX CURB SEC71ON 0 "-12 22 nnnnhnnnn. -- I 11 VARIES 11 35'-44' Q FAuE C* uugtj It 4 B 0 XE S W1 - 1. 0 M. A X. VAIRIATIONS SLISJECT TO APPROVAL FO M11 ICTI A*& f 7k 01 I WNW Is 41%0 0 I1 1 , I j 4f -2 j�MC PO-0150' tt/U(196 e- c CONCI�Z Tf PIP4f 14NCIIOR /V TJ ROAD AND STORM DRAINAGE DETAILS FOR 1hAAR V ISTA DEL IVII IN SE 1/4 SEC. 12 NE 1/4 SEC. 13, T 27 N, R. 3 E, W M. AND IN SW 1/4 SEC. 7 & NWI/4 SEC. 18 T27 N., R. 4 E, W. M. CITY OF EDMONDS SNOHOMISH COUNTY WASHINGTON 2. ReV. SHP-ET NO.9. PER CITY COMMF-WTS 7-31-91a KM OEEV16ED PEk C.O.6. 001V1A/?E/J7----? Lovell-Sauerland & Associates, Inc. I 1111� Engineers/ Surveyors/ Planners/ Development Consultants ow 0 E 19400 33rd Avenue W., Suite 200 - Lynnwood, WA 98036 - (206) 775-1591 - (206) 340-0830 DRAWN CHECKED DATE F.B. SCALE FaX NO. LMS CMC 5-30-95 410 1" = 50 1 92-2926 SHEET 4 OF 8 SEC.12 & SEC.13,T.27N.,R.3E. B SEC.7 & SEC. 18,T.27N.,R.4E.XM. 158400 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TEMPORARY EROSION AND SEDIMENT CONTROL NOTES 13. COMPACTION. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF OF MAXIMUM DENSITY AS DETERMINED BY THE MOST RECENT U.B.C. 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH U.B.C. --------- VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY EDMONDS STANDARDS AND SPECIFICATIONS. SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE STANDARDS AS APPROVED BY THE BUILDING OFFICIAL. FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED 2. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE 14. ALL SITE WORK MUST COMPLY TO CHAPTER 33 OF THE UNIFORM BUILDING NO CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, i TALBOT THEY SHOULD BE INSTALLED ACCORDING TO THE MANUFACTURER'S P ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CODE (LATEST EDITION). SPECIFICATIONS. CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR 15. A GRADING PERMIT ISSUED PURSUANT TOI CITY OF EDMONDS REQUIREMENTS SEDIMENTATION CONTROL PLAN SHALL HAVE BEEN OBTAINED FROM THE 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" 3. TEMPORARY EROSION SEDIMENTATION CONTROL FACILITIES SHALL BE DEPARTMENT OF PUBLIC WORKS FOR ANY ON -SITE GRADING WHICH IS NOT CONSTRUCTED BY PLACING SILTATION CONTROL FILTERS AROUND SWALES EXPRESSLY, EXEMPTED BY SECTION 7003 UBC. INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 50 (NATURAL OR MANMADE) AND SHALL BE MAINTAINED IN A SATISFACTORY _rEm Flnz4g V 67RAVEL FEET. (100' MIN. IF 1 ACRE OR MORE IN DISTURBED AREA) CONDITION UNTIL SUCH TIME THAT LAND CLEARING AND/OR CONSTRUCTION OF 16. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS jQL)cr1oxj Em N f" PERMANENT DRAINAGE FACILITIES ARE COMPLETED, OPERATIONAL AND THEN DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED Ookj6T )zA,1Qj(CfE 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD RETURNED TO ORIGINAL GROUND CONDITIONS. SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE GRAVEL, THEN SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHOULD ANTICIPATE THAT 8 CONSTRUCTION SEQUENCE SCHEDULE THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH 4. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY r INSURE SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA E I E 1. CLEARING LIMITS LOCATED AND FIELD IDENTIFIED. 3 TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE, SYSTEM. THESE FACILITIES MUST BE IN DIPERATION PRIOR TO CLEARING AND THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND WASHING' MORE CONVENIENT AND EFFECTIVE. BUILDING CONSTRUCTION, AND SATISFACTORILY MAINTAINED UNTIL RE,PONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT 2. PRECONSTRUCTION CONFERENCE ONSITE, INCLUDING CITY CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON- MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, INSPECTOR, CONTRACTOR, AND GEOTECHNICAL ENGINEER TO REVIEW 5. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SITE EROSION HAS PASSED. O%/ER AND. ABOVE MINIMUM REQUIREMENTS,� AS MAY BE NEEDED TO PROTECT CLEARING, TEMPORARY EROSION AND SEDIMENT CONTROL WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE MEASURES, TEMPORARY DRAINAGE CONSIDERATIONS. AND PROPOSED MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, AS CONDITIONS 5. TEMPORARY SILTATION CONTROL FILTERS SHALL BE APPROVED FILTER FABRICS. SYSTEM. METHODS OF SITE PREPARATION. DEMAND, AND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO TRAP ROCK CONSTRUCTION ENTRANCES AND INSTALLATION OF TEMPORARY EXIST\ SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM 6. BERMS AND SWALES SHALL BE CONSTRUCTED AS NECESSARY TO DIRECT ALL 17. APPROVAL OF THIS TEMPORARY EROSION SEDIMENTATION CONTROL PLAN DOES 3. EROSION CONTROL MEASURES AS SHOWN ON THE TESCP, INCLUDING 2 VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED SEDIMENT -LADEN WATER TO POLLUTION CONTROL FACILITIES. WHERE POSSIBLE, NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION or PIPES, MODIFICATIONS RESULTING FROM THE PRECONSTRUCTION N\HOUSE IMMEDIATELY. MAINTAIN NATURAL VEGETATION FOR SILT CONTROL. RESTRICTORS, CHANNELS, OR RETENTION FACILITIES, BUT IS AN APPROVAL OF CONFERENCE. INCLUDES THOSE PORTIONS OF THE DRAINAG SYSTEM THE TEMPORARY EROSION SEDIMENTATION C�NTROL PLAN ONLY. DETERMINED NECESSARY TO IMPLEMENT EROSION CONTROL 4,9 7. INTERIOR SLOPES OF ALL TEMPORARY RETENTION FACILITIES SHALL BE 3:1 MEAUSRES MAXIMUM. 18. AREAS TO BE ROUGH -GRADED WITH FINISH GRADING TO FOLLOW NEAR PROJECT q�lo QuI 4. REMOVE VEGETATION AS REQUIRED. "5. \ .110 1%�b COMPLETION ARE TO BE SEEDED WITH ANNUAL, PERENNIAL OR HYBRED RYE 8. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED GRASS. THIS INCLUDES PERIMETER DIKES AND THE. SEDIMENT BASIN DING rN `Nfl "00, 5. GRADING PER GRADING PLAN. INTERMEDIATE MULCHING, RESEE 1 yvr,-, BY TEMPORARY SEEDING AND MULCHING. HYDROSEED PREFERRED. EMBANKMENTS. HYDRO -SEED PREFERRED. OR PLASTIC COVERING OF DISTURBED SLOPES SHALL BE PERF b-1 A ORMEDr�,, AS REQUIRED TO PREVENT SEDIMENT TRANSPORT DURING Op 12x, W �12�4f CONSTRUCTION. CONSTRUCTION OF ROCKERIES AND RETAINING V. OLVrr. 1171M Z)LOPE OF Cul 0UnrP%1-00 Or-IIALL OC IMU 0Irr_I­IZn InM11 I I V. IMIVIC"Iml Z61 17W I_�Vv 11� V TI WALLS, AND CERTAIN UTILITIES MAY BE REQUIRED IN CONJUNC ION FOR THE INTENDED USE. CUT SLOPES SHALL BE NO STEEPER THAN TWO OF RAPID, PERSISTENT AND LEGUME) WILLI BE APPLIED (MINIMUM 80# PER I I > WITH GRADING ACTIVITIES. N HORIZONTAL TO ONE VERTICAL (EXCEPT AS NOTED ON PLANS). ACRE). THIS IS TO INCLUDE THE FOLLOWING: 6. CONSTRUCT WALLS AND ROCKERIES. go KERY(TYA) 10. FILL LOCATION. FILL SLOPES SHALL NOT BE CONSTRUCTED ON NATURAL 20% ANNUAL, PERENNIAL OR HYBRID RYEGRASS VICINITY MAP 7. DISTURBED AREAS SUBJECT TO EXCESSIVE GROUND OR SURFACE oc/ ­140 SLOPES STEEPER THAN TWO TO ONE. 40 CREEPING RED FESCUE WATER FLOWS SHALL BE DRAINED BY TEMPORARY BYPASS PIPES oR 40% WHITE CLOVER N.T. S. SWALES WHICH WILL DISCHARGE TO NATURAL OR CONSTRUCTED PERMANENT DRAINAGE COURSES. 11. PREPARATION OF GROUND. THE GROUND SURFACE SHALL BE PREPARED TO HYDRO -SEED PREFERRED. % - RECEIVE FILL BY REMOVING VEGETATION, NON -COMPLYING FILL, TOP -SOIL AND 13- 8. SEEDING OF FINISHED SLOPES, AND ANY CLEARED AREAS WHICH WILL -135 R 25'MIN. OTHER UNSUITABLE MATERIALS SCARIFYING TO PROVIDE A BOND WITH THE FERTILIZER: SHALL BE APPLIED AT 400# PER ACRE OF 10-20-20 (10 POUNDS NOT BE SUBJECT TO IMMEDIATE OTHER CONSTRUCTION. I NEW FILL. PER 1100 SQUARE FEET) OR EQUIVALENT. OWNER 9. INSTALL DRAINAGE SYSTEM AND OTHER UTILITIES AS SHOWN ON THE 12"MIN. ROAD AND STORM DRAINAGE PLANS, SEWER PLAN, AND WATER PLAN. 12. FILL MATERIAL. DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT PREPARATION OF SURFACE: ALL AREAS TO BE SEEDED SHALL BE CULTIVATED GEORGE R KAIREZ <0 BE PERMITTED IN FILLS. EXCEPT AS PERMITTED BY THE BUILDING OFFICIAL, TO THE SATISFACTION OF THE CITY INSPECTOR. THIS MAY BE ACCOMPLISHED 10. PAVE ALL ROADS AND ADD SIDEWALK. < NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION BY DISCING, RAKING, HARROWING OR OTHER ACCEPTABLE MEANS. P.O. BOX 3197 A 4"-8" QUARRY SPALS GREATER THAN 12 INCHES SHALL BE BURIED OR PLACED IN FILLS. 11. HYDROSEED AS REQUIRED. LYNNWOOD, WASHINGTON 98046 TELEPHONE: (206) 771-9554 12. REMOVE T.E.S.C. MEASURES AFTER SITE HAS BEEN STABILIZED. N. I& kvIOE PROVIDEFULLWI THOFINGRESS/EGR SSAREA VROM MAY I TO 9EPT. 30 BIOULTRATION SWALE SEED MIXTURE 15` _1:Vj /J. 5 W9 20- AUV AP-EFA ItJ W"ICH� I`NI0 Ar_>r>IT­I0WAL- 3 V'40P-r- WILL15M PEP-170E-MeD WIT411,3 -I 0A\iS SHALL r 60 25% TALLFESCUE -,"Clro :�S& aE PF_oTr=e_Ter_> B\Y STRAW NAUL-CH 'PLASTIC S14SIETI N44, ENGINEER It it oi�_ 0-MSF- A1>1-90VEO BY, 15% PERENNIAL LUPINE _T me r_ 11-Y. 15% MAACHAR BROME D 15% COMMON VETCH LOVELL-SAUERLAND & ASSOCIATES, INC. -F-ROAA OCT f TO APP-/L 00 WITHIN 9 17AY6 10% RED CREEPING FESCUE LYNNWOOD, WASHINGTON 98036 10% REDTOP TELEPHONE: (206) 775-1591 0 10% THICK -SPIKED WHEATGRASS 19400 33RD AVENUE W., SUITE 200 _Ij ILI ---------- T4��M PO RA R Y 0 WALE STANDPIPE TO BE WRAPPED Ai 7--5 WITH MIRAF1 14ON OR EQUAL 1.0' MIN. FREEBOARD BENCHMARK t9EDIMOU TV�J 130 EL 6WALE1 AJO III BOATSPIKE IN EAST SIDE OF POWER POLE I �TYP) 5ED110EAJTAT10AJ 3/4' 1 1=4 11- DRAIN 101 NO. 27X ON TALBOT ROAD C3WJ0.P1P6_ 'A ROCK ELEV. = 111.70 TYP a* PVC -ryp- ) j I ) - DATUM: CITY OF EDMONDS (M.L.L.W.) to EL. 7 8- PERF. STANDPIPE(1/2- HOL ES) i;O�KIP fl) /0, WID5 SA�J.j s WF1 Esm,T-M V) i I / 11 )l I " 00 ON CONC. BLOCK �p 'e- 150 N 1.0, V) MIN. X , ;�. I 1\ \ 1:. 1 1 1- - 703-/7' . . . . . . . . . 7 \13 f/ Aj 00000701,11 PIP STANDPIPE A 11 'N N"N N N 1NN N N 1. 11� N -T-7 N.T.S. N, 4- 4_� 0, N N N\ NIN,11 -7t- U N N 10 ecb 0 SED;� ENT POND STANDPIPE DETAIL N N NN 6 6 11 5 N_N1 IN N 11\ T RO "N ,N�N\ N 'N N, N­ 175 \N_ 14" (4RI V4 D) TE-MP0R7A1Z'Y CRAVEL i JCC-7 N N. N N. ON. N N1. wlcc-co "CfM- 4 NN,NN, N`\\\11'N If N I N NN�N, N, 7 N N N N ", N N eb N, N N NN , N N \ N *N N N N 'N N N N N N� N N N N N 8 N. N N N N It N N, N N-N IN NN I , -N N, N`N. N',,1 -- N N. N N N N\ 41 N N N N ­441 IN % N. 'N N,� ISE, NN N,, _N NN "IN N. NI N N" N, IN N N "I N N N N 'G AJD);�FE,,_ N N, TY N N, N' N. 7 - N 'N N 'NN N 4. 50 100 N, N - N N.'N -N, IN N. , 11 , N��,N NN N 'N NN N, 3 N N" N N , N 1, N 0 'N\ IN N 'N�-N,'N N 'N", SCALE: I"= 50' N N N. N 'N I-- - - IN N N, N N� N N N N IN< 5 N\ f 1\ IN N. 'NN� N N N- NN­ N N N N NI N, 9 N NO NN N IN I INN -N N N N� N _j N - 11 P -"N' N N -'N 'N cy N - -00 N N, N. 'N NN, N 1-1 N N. -N, N N, N N -1, N, N L N N 0. R TREATM r Nz -DZ KA I , RE N --(92 N N N -N N N N IN z r /95 N 'N N :,C, 11N I N? N� N I -N.NN 7-1 "N N N N N N %_�o N -N -N. N N. N N -N N. x �N , N �, , N, -, " . 7 \ \ 1 54 C3131 _-N. N N NN\` N, N,� " - -1 N , , N /C)O N N, N N N N. N N"N' N 2' MIN. N N N N N I N N N 'N, N N, N N� �_!N G N N N\ N. , I �_ 1 11 _�XISTIN N N`N� F, I NI N N' zi HC USE -N, N NNN N 41 'N % N N N N I Ex. ELIIUC J,�L N N NN, NN PAVEA4 N N," N, N' N7, NN N N 7� N N,� ov Rol N �A N� f, N, C"T7 \LP 0 USE USE NX I N 1, , N N*NN',1N-'N11 -N IN N , N I `N N,� N NN�, N N N N 11 11,N'NN�--N1 "N< F-r. BARRIER T I N, N11 , N, N "qo 'N N N N<NN� N Go NN N�,N, N N N, " N N"T I Jr. 11 N N, N N 1'111\� S .111-111-111-11 1-11 1-­4 11-11 1-__1T N IN, N 40 4 �,eG7711A.IlAla -I I 1=1 I 1E1 I 1EI I a I la I 1E1 I 1EI I 1= N 1, N N 11 N N, "XN "N" 014LI- (7YP) -60 \,S' N, N NI ��ONN N. N N`N, N N ,N, -N , " 1, , N NN, IN N � N N N N N N 'N N. 'JeOleW b'Y OTHeRS N N 'N N N, -N , NN, N N. N N N, N N N NN �,�,N' `45b N N N 'N N C, N N NI 1, N NI �J,'N &>. N ,_, , N N ,, N, I � &'i -, ", Z-1310 1 C) N %, N �N, N ", N % N. N N IN N, GRADING AND T.E. & S.C. PLAN N 1� N. , N N, INN. N N 'N 11 IN , "I N ", NNNNNNN "N'"O'N"N, -A, "NNN7 %N, P j1j1_\ T D ,-\.P L 11- JM J\ IN D.FR N N N N 11 11 N f\ 11 1,- �? r FOR N N" - 9- -6 N -Nb N r� Er N N, IU J F N 11 N A 1. N N N N I N N "N N, 'N N N N N I 11,,�'-?o 2 FOOT SETBACK AT PL 'N 'A 3_.� V 15"' TADEL MAR' NO SCALE I % N 1, N IC? FOR CUTS AND FILLS % N N N T 27 N, .3 E., W M. NN 'NN IN SE 1/4 SEC. 12 & NE 1/4 SEC. 137 11 N 11N,�11' 1 AND N. 'N PJ\-RK R_,E.SjfERVF: 17 IN SW 1/4 SEC. 7 & NWI/4 SEC. 18 T27 N., RA E., W.M.. MAINTENANCE 11 1 CITY OF EDMIONDS N"`N qN0H0M11;H COHNTY V ASHINGTON FILTER FABRIC MATERIAL 2" 13Y 2* BY 14 GA. WIRE FABRIC OR EQUIV, 2'0' PROVIDE 3/4" TO 1.5" WASHED GRAVEL BACKFILI�7- IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 8- 2- BY 4- WOOD POST ALT. STEEL FENCE POSTS --- I SILT FENCES AND FILTER BARRIERS SHALL: BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND 5'0. THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY �1.1 2. MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. QP A )"ll-TER 5A^.A-hE--'K0 DETAIL APPROXIMATE QUANTITIES OF EXCAVATION AND FILL EXCAVATION: -7550 -CUBIC YARDS FILL: 55-70 CUBIC YARDS 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. t6 a L, n ki V 5419"a r V -ON 1"U""10".01 ' E- A 4 12 -:A ce, *619 � W-7/1 0 7 -7 -z+ /0-, 3. REV. SHEET NO.9., NOTE PER CITY COMIAENTS 7-51-qe KM ,?) REV PEW CITY COW7ME&61-5 4-10-97 LM5 1.) 9eV, PE9 QTY COMMEAJ7_6 LMO MEN Lovell-saueriand & Associates, Inc. sm qjM Engineers/ Surveyors/ Planners/ Development Consultants 19400 33rd Avenue W., Suite 200 Lynnwood, WA 98036 - (206) 775-1591 - (206) 340-0830 DRAWN CHECKM I DATE F.B. SCALE F1LE NO. LMS CMC 5-31-95 410 1 11 = 50 92-2926 SHEET 5 OF 3 158400 SEC. 12 & SEC.13 T.27N.,R.3E. & SEC. 7 & SEC. 18 7T.27N., R.4E.7W.M. SANITARY SEWER NOTE'S TALBOT 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 UNPERGROUND 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- 4 -5555. N 24 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. EXISA < 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR -�HOUSE ROAD AND UTILITY CONSTRUCTION. 6. SANITARY SEWER PIPE SHALL BE 8" PVC-SDR35-ASTM SPEC. D3034 MATERIAL -'-a I-Q OR CONCRETE ASTM C-14 CLASS 3, RUBBER GASKET. ENTIRE SYSTEM TO BE PRESSURE AND T.V. TESTED. 7. ALL MANHOLES SHALL HAVE POLYPROPYLENE STEPS. 8. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL NATIVE MATERIAL CAN BE USED FOR BACK FILL PROVIDED SHARP ROCKS ARE' KEPT OFF THE PIPE > N DURING THE BACK FILL PROCESS. 9. SIDE SEWERS SHALL BE INSTALLED ACCORDING TO CITY OF EDMONDS JAJOP061 -140 1 Li STANDARDS FOR SUCH INSTALLATION. 10. SIDE SEWER STUBS ON EACH LOT SHALL BE MARKED WITH A 2"X4" LOCATED It AT THE END WITH PORTION ABOVE GROUND PAINTED WHITE WITH BLACK LETTERS LABELED "SEWER" WITH DEPTH. 61 DE SEWER STUB5 FOR LOT6 LLI 1,10415 TO C0Wf,1F=C-T TO MAMHOL-05. MAM14OLF-6 T0 E5G- CHAUMEL�Ep ACC-012-DIPGLY. 7 130 0 0 ­4 IN A L CO IZ5 CO e-)( /0, W10E 15 Q N, 00- -N W V, U'j\l P L -rl\- -V -r fr-1-- D ILI A 0 ev VICINITY MAP N.TS. OWNER GEORGE R KAIREZ P.O. BOX 3197 LYNNWOOD, WASHINGTON 98046 TELEPHONE: (206) 771-9554 ENGINEER LOVELL-SAUERLAND & ASSOCIATES, INC. 19400 33RD AVENUE W., SUITE 200 LYNNWOOD, WASHINGTON 98036 TELEPHONE: (206) 775-1591 AM BENCHMARK, BOATSPIKE IN EAST SIDE OF POVER POLE NO. 27X ON TALBOT ROAD ELEV. = 111.70 DATUM: = CITY OF EDMONDS (M.L.L.W.) 0 N 0 7 y Aj 00001? 1/0:1.r 03.17' 1 \13 I 'N N \N" I N`-1 4-- N-, 49, N, N N. CE N, N�, W. Izr t -!,i 5 I J (PRIVAT ROAD) 6 /75 N 5' W/C6-00-A �c V N N7. / I N \vk �i - - I I N N N N 51�3 7 N N 104787 N. N N N \10 N N. N J 'gAmIrAky 8 N-N N� VICE Typ) N N V NO "N. N� �11PL - V) L& N IN N N 180 N, /Ve NNNNN NI N\- N C;:4 N N, >< N N NI IN- N Ilk, 1-1 N 11 'N N, 'N N` N," N, N N -N NNZ "'N", N IN 175 N ljsl�� , 0,4 - --- - I NN'N N N AV. - -1- 9� N, N`Nj /0 N, 3 N11 NI N. NI 2-\, N, N, r% 1QQ N, IN. "N N. 46� N. N. N,, N N -N`-, --/-70-- NN \ --- � --02p, V �:s NI VWV / K RE D N N' IN N, 'N� N, N 4 N, N, N, N N NI N N N cicl. 9 NNNN N, NN PL NN N N rTyp) Z66 N NN F-V Ile N, Al '43 NI I N N N.,NN 93' J" NN 'N N --N ------------- -- EX. M 14' N— N -NN N' N I... N 'N !47, E)(15 rING (IC CTIAJ,5w, (2 N AAJ 5WR. LW6' EXISTING H N,, 0 lk OUSE 7 N,�N, N N USE EX. E06E OF N. 14i N 15X16T Mq PAVE-A40Jr N N I-' 1A 1>< N, IN 7 r.r 0 C-X i ov, N. N N-, N' 'N, N NN 0 N N N N N M "N > N 0 1 N M H N I Q) (-\I N J (-v, \, N. N "N -2 11 'NN"111N,1NN---,`N 'N N N N, -N, N, N"- N, N NI N N N, N 9 N, 0 'N -N IN NN� N, N N ND N, 'N N N N N -, 'N�' N N, NN N N N 11 11 P'\ T P L LE 11,� \ N-N N N SCALE` I"= 50' "NN N N 50 100 'N 0 N N 1,NN N N N 'N�---NNN PA-RK REE'ERVE -Nl� 1 17 '1% D t)e :CG 0 C, A 1 Pr"'RI, Vf% V com um F 0 R fin r �z JM 0 F? 47 SANITARY SEWER PLAN FOR VISTA DEL MAR IN SE 1/4 SEC. 12 & NE 1/4. SEC. 13, T 27 N., R. 3 E., W. M. AND IN SWI/4 SEC. 7 & NWI/4 SEC. 18 T27 N., R.4 E, W.M. CITY OF EDMONDS SNOHOMISH COUNTY 7 WASHINGTON 21- Rr:=V. SHGF-T MO'S. P2R CITY COMME=-NTS 7-:31 - qla KM 0 9EV P8FP- CITY 00A1?A4EAJT6- /0 - 08 -9& L/05 Lovell-Sauerland & Associates, Inc. IBM= ME= IM M 0 Engineers / Surveyors / Planners / Development Consultants 19400 33rd Avenue W., Suite 20b - Lynnwood, WA 98036 - (206) 775-1591 - (206) 340-0830 DRAWN CHECKED I DATE F.B. I SCALE FnX NO. LMS I CMC 5-51-95 410 1" = 50 1 92-2926 M 5 �15 F �F SHEET G OF B