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21105 SHELL VALLEY RD.PDF11111111111111 13043 21105 SHELL VALLEY RD ADDRESS: TAX ACCOUNT/PARCEL NUMBER: 7--`� rh,27 07 BUILDING PERMIT (NEW STRUCTURE): Kn� COVENANTS (RECORDED) FOR: CRITICAL AREAS: DETERMINATION: 0 Conditional Waiver E] Study Required [] Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: — PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: q--1 SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: LATEMP\DS'Ps\Fomis\Street File Checklist.doc PER a,. S,70366 CITY CAWMONDS CONSTRUCTIONIMMIT APPLICATION ,CB NAML (OR NAME OF BUSINESS) ADDRESS y 9,- r4 A LEGAL DESCRIPTIT 14 C�FCK SU5 UIVIsION 'No LID 110 -5 -2 .7 -Pci MAV PUBLIC FIGHT 01 WAY PER OFFICIAL STREET MAP EXISTING REOUIRED DEDICATION PnoPOSE6,PAAf.V47U— RIGHT OF VIJAY CONSTRUCTION PERMIT REOUIRED DDRESS STREET USE PERMIT REOUIRED SEE ENGINEERING MEMO DATED EPH.1E NUMBER PEM�R �,-W611;lrele tv( , j7,,!r,5,1L-&01V Ree-2W M mETER IZE E 'Z 1BUILDING SUPPLY SI11 JFIXIUIIE UNITS ILEPHONE NUMBER e5 RE7RK� .ICENSE NUMBER SIGN AREA ALLOWED PROPOSED EN W COMPLETVE :;FVI!XEMPT 0 A0iJ NO. Proppirty - incllude all easements balo �Dpl 5 Z 17, 1— — Z")r .0 L'., RE , L7- VARIANCE OR CU ;LANNING REVIEW BY 1, �� DATE 15li 4 YARDS (C HEIGHT [LOT COVERA Z FRONT SIDE REAR RrMARKS NEW E-SIDEN EJ PLUMBING AIALL CU AODIALTER CO M M �ERTCI MECHANICAL J-;-:�ALAOF� El WALL SIGN U �4 (V—, REPA1.1 RETAINING FENCE CHECKED BY TION I CODE HEIGHT EXCAVATE El On V:IL' FT) OV JTY��Ul DEMOLISH INSIP�sp. swim LIVAEN POOL C, S ECIAL INSPECTOR XREA P REOUIRED JOCCUPANCY Rou�� j.rCUPA T LOAD REMODEL YES -4. WOOD STOVEI INSERT ART- BLIDC RENEWAL Z REMARKS a In, 07013Rr NUMBER OF STORIES NUMBER OF DW LL`NG BE DON NAT RE OF WOR TO_ E (ATT UNI S H PLOT PLAN) T 10 ;d PLAN CHECK FEE BUILDING PLUMBING MECHINICAL !VALUA TN This Permit covers work to be done On private property ONLY. GRAOtt0FILL Any construction on the public doinain (curbs. sidewllks AM driveways, marquees, etc.) will require separate permiss;o� STATE SURCHARGE Permit Application: 180 Days ENERGY CODE Permit Limit: 1 Year - Provided Work is Started Within 180 Days "Applicant, on behalf of his or her spouse. heirs, assigns and successors in interest, agrees to indemnity, de!end and hold harmless the C ' Washington. its Officials. Of Edmonds employees, and agents from any �nd all claims for dz nages of i5suance whatever nature, arising directly or indirectly from the PLAN CHECK DEPori r of thi% permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requ!r�ment of any city ordinance 7W c. nor limit in any w'y the City's ability to enforce any ordin8oce TOTAL AMOUNT DUE 79 -ro provision." I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APMOVAL information given is correct; and that I am the owner. or the duly authorized agent of the owner. I agree to Comply with city and THIS PERMIT This application is not a permit until stale laws reguiatilig construction; and in doing the work authoriz- AUTHOR, Z E " signed by the Building Official or his K a d thereby, no person will be employed In violation of the Labor ONLY THE WORK NOTED Deputy;,and fees are paid, and receipt Is Code of the State of Washington relating to Workmen's Compensa. acknow edged in space provided. lion Insuranc. z.— OR AGENT) 0A rE SI IN SIGN TURE (OWNER JINSPE,,TION EPARTMENT O�FCIAL S -JC IOURE DATE CITY OF EDMOND�S� 4AS1. 771.: 32 0 BY TTEN ION IT IS UNLI%WFUL Tu USE OR CCUPY A BUILDING OR STRUCTURE A F!NAL INSPEC�TION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector UNTIL A CERTIF CATE OF OCCUPANCY HAS BEEN GRANTED. USC PINK — Owner GOLD — Assessor CHAPTER 3. 102-78 -7 1A1>11,-f -7 OF INSPECTIO.N-S Date Passe porches, Piers IQ— Gim,-e. carport glound Rough -in Water serViCP HEATING SYSTEM. FRAMING WALLBOARD qNAL P0--*bv' -/ f ED#"9ND For Inspection Call 771-3202 Address of Construction: 9 ST 8EET FILE ER PERMIT PERMIT NO. 07745 .. 0 ef 7 0 Property Legal Description (Include all easements): 4p Z Owner and/or Bui I der: Contractor & License No: FI-AF #�qm 1316<1_16 Single Family Residence Multi -Family - Commercial (No. of Units -) (No. of fixture Units [EDMONDS TREATMENT PLANT I - �Nd Invasion into City Right -of -Way: No X Yes - (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: No Yes - (If Yes, easement required, attach legal description and county easement number.) PLEASE RE THE ITEMS LISTED ON THE BACK I certify tOrat have read and shall com�_ly Date with the items/71isted on the back. Permit Fee: Issued By: Trunk Charge: 6ate Issued:' Assessment Fee: Receipt No.: Partial Inspection: Comments Date Initial Final Inspection Approved: Date Initial Rejected: Reason -'ffa-te Initial ** PERMIT MUST BE POSTED ON JOB SITE ** WhIte Copy - File Green Copy -'Inspector Buff Copy - Applicant Side Sewer Drawing The City of Edmonds EASEMENT NO . ............ ---------------------------- NEW CONSTRUCTION REPAIRS F� LID NO - ------------------ ASMT. NO - ------------------ OWNER ------- ............................. CONTRACTOR k ---------- 40 Wk 4-- ----1 ---------- PERMIT NO. JOB ADDRESS --- LEGAL DESCRIPTION: LOT NO - ------- k ------------- I ---------------- BLOCK NO - ------------------------------------ -10 A ..................... -------------------------------------------------------------- - ---------------- -------------------------------- - .......................... NAMEOF ADDITION ---------- ----------------------------------- ---------------------- I ........................... ---------------------- Ll EMqo TPtEAT' NIEN PWW-0001 -11/75 (REV. 11/78) (0 6) I kaj ID Appmveda "I AY00 DATE.......... By � ------------ e .................................... I 0 lz/zd/ZUII 10,16!m SNOHOMISH COUNTY SHINGTON Return Address: City Clerk City of Edmonds 121 - 5th Ave. N. Edmonds, WA 98020 Property Address: None IMIXANIL-1-4911 DEC 28 2011 UTILITY EASEMENT KtRKE MVERS, Sn*60 Coun� Treasurer By- KIRKE SIEVERS Itlo 1-4,14 0 - Assessor's Property Tax Parcel Nos.: 00373600500713, 00373600500714, 00373600500715 IN CONSIDERATION of benefits to accrue to the grantors herein, the undersigned, Leslie L. Ruthford hereby grant to the CITY OF EDMONDS, a Municipal Corporation, a permanen easement for the installation, construction, operation, maintenance, repair, reconstruction or replacement of a waterline conveyance pipe and necessary appurtenances over, across, through, and below the following described property, and the further right to remove trees, bushes, undergrowth and other obstructions thereon interfering with the location, construction, operation, maintenance, repair, reconstruction or replacement of said waterline conveyance pipe and necessary appurtenances together with the right of access to the easement at any time for the stated purpose. The easement hereby granted is located in the COUNTY OF SNOHOMISH, STATE OF WASHINGTON, described as follows: THAT CERTAIN PRIVATE ROAD OVER LOT 7, BLOCK 5, ALDERWOOD MANOR NO. 9 DESCRIBED AS THE SOUTH 50 FEET OF THE EAST 135 FEET OF THE NORTH 330 FEET, AND THE WEST 50 FEET OF THE EAST 135 FEET, EXCEPT THE NORTH 280 FEET THEREOF. The easement area is depicted in the drawing attached as Exhibit A. THE CITY agrees to restore to substantially the original condition such improvements as are disturbed during the construction, maintenance, and repair of said utility or utilities, provided the grantors, their heirs, or assigns shall not construct any permanent structure over, upon, or within the permanent easement. DATED THIS DAY OF J1_1 2009 Leslie L Ruthford STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH) On this day personally appeared before me Leslie L. Ruthford, to me known to be the individual deqcribed in and who executed the within and foregoing instrument and acknowledged that IQ3�sfigned the same as -44'free and voluntary act and deed, for the uses and purposes therein mentioned. — IL UNDER MY HAND AND OFFICIAL SEAL THIS �6' DAY OF, NOTARY PUBLIC in aElYfor the State of Washington, residing at 200' '? T- EXHIBIT A MAIN ST 7 NOTICE TO PERMITTEE AND/OR OWNER PARTIAL APP&OVAL VIOLATION CORRECTIONS R PERMIT NUMBER :70 JOB ADDRESS z&/, ENO PERMIT — STOP WORK — REMOVE CONsTRucrWN OR-OBtAIN J PERMIT AND MAKE WORK COMPLY WITH BUILDIN15 LAWS. CONSTRUCTION IS NOT IN ACCORDANCE WITH "PROVED PLANS AND PERMIT — STOP WORK. MAKE EXISTING WORK COMPLY WITH "PROVED PLANS AND PERMIT OR REMOVE IT. El STOP WORK — UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ICORRECnONS LISTED BELOW MUST BE MADE BEFORE WORK CAN D BE APPROVED. [-� WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED. CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT. El RECALL FOR INSPECTION. THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAY BE APPLIED. INSPECTIONS CALL: 771-3202. BUILDING DIV. INSPECTOR PUBLIC WORKS CITY OF DATE 0 FIRE DEPT. EDMONDS CITY OF EDMONDS li2/NEW ADDITION RETIREMENT STRE FILE ASSET INFORMATION SHEET ASSET NO. ADDITION TO ASSET NO. ,5-j () DESCRIPTION SERIAL NO. LOCATION Dje-PT. N PURCHASE ORDER NO. PURCHASE ORDER DATE COST *PROJECT NUMBER & =,,,) �lk PROJECT COMPLETION DATE -,L2 COST B.A.R.S. ACCOUNT NO. Q Oel - ESTIMATED LIFE INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY 2//DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT G.L. ENTRY REFERENCE tnp INITIAL 45"'IL - VERIFIED By PROCESSED BATCH NO. DATE Pita=, REVIEW qAME.; PROJE)= ADDRESS: Z RECE I CCMAEMS 1-ii WTR/ Oil ]-,FIRE i�u y 11 N KCHEcKED Plarm g, A 101,111 USE"TE :P�111,4 A 41' NAL HY 11; 14 111e, 4tt 1111 /7Tff IREMEM Lai Y4 1, z 7 7, -v, 1A h/ / ff/ NIM n/v 5- S!, ip -it VEHian 4,j :7 u Vilik, yi ,:PLAN -�jOnl Si H/ V.t ;!8 ti U"! 1 ///777 7 TI TH 1 /4 ?:iA . :9 scRinim yFRIPTCATTrw' 7 T T,41, 1777TVRIIII 7777777VI �DF.DiCAT`164S f j'I V 'UM"X 10 LIN! T-177797 n `t,._.i.PLMLTC/P 777TI7777 ///I/. Wuw 12 COR��TCN,MNMO`LID S /V '13 811146SUN P�TMMS !4.4 4 6, LIM RFM M/f/A "11,11,14 'lV I I Iiii—P, 2AK p FOR,P W/// )NDITTaIS 4:1,q 777777777 tffb" CNECR 7-f1111111 7H11141.1 i 71// RMUT illdllsi,"'t T/-// / 111 J� I I K b JIRED l "I low It % 7-7 777T11111 t1l 2: ttik,44� MINNOW, — 2: I ING REX)D�i rill �51 24 717777 ell rh WERWAI 77T[11111 2 G WrER 1MAKIN b 15 1 'T M -7777TMI 7 iluTV, Z '2 all. SIZE M' TITITTR7 2 XM" -_sT---- T: 777TIll '14 2 AIUAX A 64N 1114; ZE lid SI 2 -'INSP ION -7 7/1 707T 77TM/111� , V , IVIII 3 3 .1kiiiii t97 X/W/zA Y 777-11 V 77h IINE'61ARGk, REW r.;-SPRINKLFA J;ij f 3 cur T1111 I I, III I F - X TSTI Tr17 3 Arm. HH/M./i, MEMO TO: Building Division FROM: Engineering Division . SUBJECT: After review of the subject building I permit application, we have the following comments: 1) Connection to City water system required. 2) Connection to City sanitary sewer system required. 3) Right-of-way permit required for any work.on City property. 4) Driveway slope not to exceed 14%. 5) Back water valve required if downstairs plumbing is below elevation of upstream manhole. 6) Water and sewer lines to be separated by 10 foot minimum. 7) Builder/owner responsible for containing all temporary runoff And erosion on site and may not impact neighboring properties in any way. 8) Construction hours from 7:00 a.m. to 10:00 p.m. on weekdays and 10:00 a.m. to 6:00 D.M. on weekends and holidays. 14- I �W' .:)ORTIOM OF. LOT 7 5LOCK G) P- UAWO' WO- 9 WASHIWC-7TOW Z: Ui -r .. I "AR -,;rvlc cr-NIr 6MONDS. WA 9f E 11 " 0 90. 0' so, FT E-J V) w 0 0 0 MZ cy- 0 z 0 0 w LL CY- 0� w < w w CL U- w=O 0 a� U W UJ U Z) co >- V) >- �- I w W-J" V) -J -J U -J < w U- V) 0— w w -J C�U_ U af w 0 0 ly z w = U- L < = Ln UJ -J I CO �- 0� -< w I Q cy- U- w > C� m =)�-0=0 U1 W M Z I-- 0� V)w W CL F- U 0 >- :2 -4 -< I I 1,0SO V) 0 a: U- 0 z 1-- 0 0 ZZW L L I IJ r-- 0 0 1-yricAt- Z U I-- Ld cy- 0 m 0 ; :�3- w 0 Ln w 0 Ui z w z > 0 rV0 6,002,* 0 T ny 0 A C T 10 2. L 0 T 6 1.101,F: Approval I -fj�i--s short subdi\ siol, is subject I tile conditions found in CitY Of Edmonds File #S-27-85. 6 I? or- LOT -7 AUTHORIZED FOR RECORDING ,r,j r)Tq, rnmn'NTDS 6 0 k ? * 4 0 '* MEMORANDUM April 6, 1987 TO: Project File FROM: Jerry Hauth, Hydraulics Engineer �44 SUBJECT: DETENTION PIPE (JIM SMITH'S SHORT PLAT) On March 2, 1987, 1 inspected the interior of the 36" detention pipe installed in Jim Smith's short plat. The gaps at the joints, discovered on previous inspections, have been covered with an asphaltic emulsion. This material was of a runny consistency, and, consequently, it is impossible to determine if this will be a satisfactory plug for the gaps between the pipes. The intent is to stop the pipe from leaking.- (See the attached letter to Jim Smith for a history of this pipe.) At the present time, I feel this may be the best product we can get with the given circumstances. I recommend that we accept the pipe, aware of the existing limitations. I feel that we should determine if it is necessary to use saw of the bond money for road repairs prior to releasing the bond. JH/sdt Attachment DERrION/TXTST530 V Q 0---- rts v r MtLrch CITY OF EDMONDS LARRY S. NAUGHTEN 250 51h AVE. N. - EDMONDS, WASHINGTON 98020 - (206) 771-3202 MAYOR COMMUNITY SERVICES PETER E. HAHN DIRECTOR February 25, 1987 Jim Smith Olympic Properties, Inc. 620 Edmonds Way Edmonds, WA. 98020 SUBJECT: SHORT PLAT IN SHELL VALLEY Dear Jim: I am writing in response to your request for a list of conditions required in order to proceed with the subject development. In order to do this, it is necessary to list the problems with the existing systems and the events leading up to the present. 1) The existing system is too small. 2) The work was buried without an inspection. 3) An observation pit had to be dug in the new asphalt. 4) Large gaps exist at the pipe joints. 5) Difficulty trying to resolve the probl-em with your contractor. We are willing to issue the second building permit based on the following conditions: 1) The existing joints shall be sealed and inspected to our satisfaction. 2) The observation pit shall be filled with crushed rock, compacted to City standards and paved with 3" of ACP. 3) The drainage deficiencies shall be addressed with an on -site system on lot 3 prior to issuing the remaining building permit. In a separate matter, it is necessary to 0'int out that this is not a final punch list for the subject plat. Other items, such as the failure of the road, will need to be repaired to City standards even though they may not be addressed herein. PUBLIC WORKS PLANNING PARWA AMM =f-OCArieui Jim Smith February 25, 1987 Page 2 Hopefully, we can work together to complete your short plat as quickly as possible. Very truly yours, JERRY W. HAUTH, P.E. Hydraulics Engineer JWH/sdt JIMSMITH/TXTST530 MMM M-0 '16 0 -0 , 0 7 CITY OF EDMONOS 250 51h AVE. N. - EDMONDS. WASHINGTON 98020 * (206) 771- 3202 COMMUNITY SERVICES January 28, 1987 Tom Belt B & M Contractors P. 0. Box 216 Lynnwood, WA. 98036 SUBJECT: SMITH SHORT PLAT Dear Mr. Belt: LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR With respect to the subject project, it appears necessary to clarify a few things. First, I concur with your interpretation of the standard specifications. It very clearly states that, if required in the plans, a storm sewer can be tested by exfiltration. You will recall, that storm sewer was installed and backfilled without an engineer from the City inspecting it. In addition, there was some question about the size of pipe installed. The receipts that you gave us show 36" diameter pipe and the approved plan shows 42" diameter (73% of the required volume). We attempted the exfiltration test not to "test" the pipe, but to establish the amount of capacity available in the buried pipe. We tried to fill the pipe from a nearby fire hydrant. The meter on the hydrant indicated that we had put sufficient water in the pipe to fill it, and yet there was no visible indication that the pipe was filling with water. At that time, it was agreed that I would make a visual inspection of the pipe from the inside after your crew removed the end section. Upon entering the pipe, I found the ends of the pipes to have up to 2" of gap between them. This certainly explains why the system failed to hold water. This information was relayed to one of your crew. At a later date, we found your crew trying to seal the gaps with "rubberized acrylic caulk." A subsequent exfiltration test indicated the pipe still fails to hold water. Since it was the intent of this pipe to hold water, and since it fails to hold water, the pipe does not serve its function and is unacceptable as constructed. PUBLIC WORKS a PLANNING 0 PARKS AND RECREATION ENGINEERING I Tom Bel t January 28, 1987 Page 2 I previously offered to work with the developer in an attempt to come up with a way to compensate for the 27% + deficiency in detention volume. This offer still stands. However, as this system currently exists with the introduction of a large volume of water under the road, the system is not in accordance with generally accepted engineering practices. If you have any other questions on this matter, contact me at your convenience. Very truly y urs, W JERRY W. HAUTH, P.E. Hydraulics Engineer JWH/sdt cc: Jim Smith Bob Jones SMITH/TXTST530 Fill 441 --- - - - - - - - - - INVOICE MAIL PAYMENT TO, CASCADE CULVERT P-0- BOX 217 ARLINGTON, WASHINGTON 982 CASCADE CULVERT CORP. cA!c2)- ovw- in ft P.O. BOX qvpm*ovdm"*6 ALU4NUU 217, ARLINGTON, WASHINGTON 98223-0217 TELEPHONE (206) 435-2181 SEATTLE/BELLEVUE 625-0554 PAGE 2 SOUTHERN CALIFORNIA (619) 741-8737 D.U.N.S. 04-067-9904 S m ----------- 0 CONTRACTORS L P 0 BOX 216 D LYNNWOOD WA 98036 T 0 032001 — WILL CALL 43e85 6/06/1816� 72 ACTOR S R M CON H B M ONTRACTORS JAMES SMITH SHORT PLAT P E 1) MONDS'v SHI COMPLETE P E 1) MO NO Sp WASHINGTON T 0 V/ TOM—A-E—LT PLAT ATTN/ T 29t 'T NOTE C NT Or4, r 0 1 L L ALL �.E-R AND ftAy ::.ER: AVA AlLe N 0 T �E' CUST,.:oMt - , . I . ffti CALL :F*c MAIERIAL BETW8EN "0. 00 A,*M. ANO -10 ".00 A.Mo FR-IbAY 6/6/ % '4A 2 OF It —200A� �Ei 7*21 1 1-9443'sa � 2 — DUPLICATE INVOICE INVOICE MAIL PAYMEN CASCADE CULVERT P.O. BOX 217 CASCADECULVERT CORP. ARLINGTON ' WASHINGTON 98223-02 Vic, PAGE I P.O. BOX 217, ARLINGTON, WASHINGTON 98223-0217 TELEPHONE (206) 435-2181 SEATTLEIBELLEVUE 625-0554 D.U.N.S. 04-067-9904 SOUTHERN CALIFORNIA (619) 741-8737 S B & M CONTRACTORS 6/06/86 1 —6-71-106/-89-61 7 2 0 S 8 & M CONTRACTORS L P 0 BOX 216 H I JAMES SMITH SHORT PLAT D LYNNWOOD WA 98036 P EDMONDS9 WASHINGTON T COMPLETE 0 T 0 3200 SHIP VIA: WILL CALL :,,:.ORDER NU MBE V/ TOM BELT 3 112 OF 1% 20DAY NET 3 M. T FEE T:� TAL . 7777- - �:'� .' L35920 16GA 0 8 1 N X2 Of-.:T- i:AL-* 'S P, 19 A L PIPE EA 3 60 2*95 177*00 16GA 0 8 X 01- J,:r v-1 7 000 000 .3 / 8 1 N X 0 T1 "x`6&. TNI%.DIA.�."NE�0� IGASKE-t 'EA- 2' 000 *00 301 1-4GA Vii:�; G TR1 PIPE %'E A 2 is'q�o 8 o 779*60 302 FT Gt JR I P I PE 14GA 36 N)q y.��'R;Ec EA. 3 331*33 303 16GA 3 k 1 NX, 8 57 'T� I . P �.f EA� 155*92 304 16GA 36 j*X1 0�.--51 N 1 PC EA1 000 305 TR- 1:- S'A os.- 3/ 8 INX 12 TNA16 lkkl�" E A' 00 *00 iEA 000 306 12GA 16,rN "E *00 307 T 2 40-0 00.0 -s 014, WA Hl-NG70N �S--T A.T.-E TAX-C.10DE/; RESALE': - ,1,:Nb,r,E. Cktt,'�� WHEN --.READY.� ':*1,C0NTRACT/.:':, AME T. S s m 1T)i -Is R. f P�JED -ft A� E 2 — DUPLICATE INVOICE TOM BELT 0 4 0 0 778-0247 City of Edmonds 250 - 5th Ave. N. Edmonds, Wa. 98020 /-? & In Contractori AttN; Jerry Hauf Engineering Dept. Dear Sir: P 0 BOX 216 LYNNWOOD WA 98036 REr,EIVED JAN 19, 1987 ENGINEERING 1-16-87 RE!f: Storm- Jim Smith Short Plat - Shell Valley Lovell-Sauerland Plan 85-1430 We believe we have installed the retention on Mr. Smith's short plat to meet the necessary requirements. You have physically inspected the inside of the pipe, the bands and the grade, and to our knowledge you have found no problem. Regarding your requirement to have the pipe water tested, I believe, in reading to me the requirements for testing storm., that you are assuming that all storm is tested. The fact is that most all storm installed in all of our surrounding areas, including Snohomish and King Counties, is not required to be tested, so plans do not call for pipes to be constructed of material to be tested. In the plan for Mr. Smith, which was designed by Lovell-Sauerland and approved by the City, item 7 in the general notes calls for galvanized or aluminum pipe, which is a material that is not designed nor built to be pressure tested in any form. Refer to the enclosed letter from the Marketing Manager for Cascade Culvert Corp. who manufacture and distribute metal pipe in the 3 Western States and Alaska. Also refer to the insert which refers to testing of storm drains constructed of premiable materials, which the aluminum pipe is not. Mr. Smith has posted a cash performance bond, so I see no need to withold the building permits on these lots. Your written reply will be appreciated. Yours truly, 1, aik Tom Belt B & M Contractors Encl. 2 cc Bob Alberts, Engineer, City of Edmonds Hal Reeves, Building official James Smith, owner Jerry Lovell, Lovell-Sauerland 776-2829 CASCADE CULVERT CORP. P.O. BOX 217, ARLINGTON, WASHINGTON 98223-0217 TELEPHONE 206-435-21.81 TELEX: 15.2461 November 24, 1986 B & M Contractors P.O. Box 216 Lynnwood, WA 98036 Attn: Mr. Tom Belt Ref: James Smith Short Plat Dear Tom: This letter is to confirm our conversation of November 21, 1986 regarding the*above-referenced job. Cascade Culvert had no knowledge that the Pipe Supplied was to be water tested. Corrugated metal Pipe typically will not pass any form of pressure test at the joint or the helical lockseam. It has been our experience that when tested storm sewer is required, it will be specified on the engineer's plans. Any questions regarding this or future storm sewer applications, please don't hesitate to call. Sincerely, Oki Robert Showalter Marketing Manager RS:mm CASCADE CULVERT CORP. P 0. BOX 217, ARLINGTON, WASHINGTON 98223-0217 TELEPHONE 206-435-2181 TELEX: 15-2461 November 5, 1986 B & M Contractors P.O. Box 216 Lynnwood, WA 98036 Dear Customer: Cascade Culvert is now entering its 22nd year. We were originally established in May 1965. In 'February 1983 we were acquired by an Australian firm known as The Bell Group, Ltd. Anticipating the need to widen our market area in late 1984, we added manufacturing . another plant in Escondido, California. We now operate as a full range Culvert company throughout Alaska, Washington, Oregon and California. Looking into the future, we are dedicating ourselves to meeting the total needs within our industry. While we know progress has been made over the past 21 years, we recognize there are areas for improvement. In an effort to monitor our development towards this goal, we would appreciate your candid opinion on some critical areas. We have attached a short questionnaire, along with a self-addressed, stamped envelope. We welcome any additional comments. Thank you for your interest. Yours very truly, Robert Showalter Marketing Manager Enclosure RS:mm e Section 62-Pipe Laying, Jointing and Testing prior to testing and shall be tested after backfill by the exfiltration metho * d, or by the low pressure air method, unless otherwise provided in the special provisions. How- ever, where the natural groundwater table is such as to preclude a proper exfiltration test, the Engineer may re- quire infiltration tests. All work involved in cleaning and testing sewer lines between manholes and/or rodding inlets as required herein shall be completed within 15 working days after backfilling of sewer lines and structures. Any further delay will require the written consent of the Engineer. The Contractor shall furnish all labor, materials, tools and equipment necessary to make the test, clean the lines and to perform all work incidental thereto. Precau- tions shall be taken to prevent joints from drawing during tests, and any damage resulting from tests shall be repaired by the Contractor at his own expense. The manner and time of testing shall be subject to approval of the Engineer, provided that the Engineer may limit pipe footage to be laid prior to testing. All wyes, tees and stubs shall be plugged with flexible Jointed caps, or acceptable alternate, securely fastened to withstand the internal test pressure. Such plugs or caps shall be readily removable, and for their removal shall provide a socket suitable for making a flexible jointed lateral connection or extension. In the event that the Contractor elects to test large diameter pipe one joint at a time, leakage allowances shall be converted from GPM per 100 feet to GPM per joint by dividing by the number of joints occurring in 100 feet. If leakage exceeds the allowable amouiTt, corrective measures shall be takun and the line then retested to the satisfaction of the engineer.. Testing of storm drains shall be the same as for sanitary sewers. -3.10A Exfiltration Test Prior to making exfiltration leakage tests, the Contrac- tor may fill the pipe with clear water to permit normal absorption into the pipe walls provided, however, that after so filling the pipe he shall complete the leakage test within 24 hours after filling. When under test, the Yak - age allowable shall be limited according to the provisions that follow. Specified allowances assume pre -wetted pipe. Leakage shall be no more than five -tenths (0.5) gallon per hour per inch of diameter per one hundred (100) feet of sewer pipe, with a minimum test pressure of six (6) feet of water column above the crown at the upper end of the pipe or above the active ground water table, whichever is higher as determined by the Engi- neer. The length of pipe tested shall be limited so that the pressure on the invert of the lower end of the section tested shall not exceed sixteen (16) feet of water col- umn, and in no case shall be greater than 700 feet or the distance between manholes when greater than 700 feet. For each increase in pressure of two (2) feet above a basic six (6) feet measured above the crown at the lower end of the test station, the allowable leakage shall be increased by 10 percent, tabulated in the table which fol- lows. ALLOWABLE LEAKAGE IN GALS. / 100 UINEAR FEET / HR. Head Above Crown on Lower End of Test Station Pipe Size (Inches) 6 Ft. 8 Ft. 10 Ft. 12 Ft. 14 Ft. 16 Ft. 4 2.0 2.2 2.4 2.6 2.8 3.0 6 3.0 3.3 3.6 3.9 4.2 4.5 8 4.0 4.4 4.8 5.2 5.6 6.0 10 5.0 5:5 6.0 6.5 7.0 7.5 12 6.0 6.6 7.2 7.8 8.4 9.0 15 7.5 8.2 9.0 9.8 10.5 11.2 18 9.0 9.9 10.8 11.7 12.6 13.5 21 10.5 11.6 12.6 13.6 14.7 15.8 24 12.0 13.2 14.4 15.6 16.8 18.0 27 13.5 14.9 16.2 17.6 28.9 20.2 so 15.0 16.5 18.0 19.5 21.0 22.5 36 18.0 19.8 21.6 23.4 25.2 27.0 42 21.0 23.1 25.2 27.3 29.4 31.5 48 24.0 26.4 28.8 31.2 33.6 36.0 54 27.0 29.7 32.4 35.1 37.8 40.5 60 30.0 33.0 36.0 39.0 42.0 45.0 72 36.0 39.6 43.2 46.8 50.4 54.0 In any case where the measured leakage is excedld�d- but is not more than one hundred and forty- p6rcent (140%) of the allowable leakage, the Contractor will be permitted, at his option and at his own expense, to iep9ir the defective section without removing and relaying the pipe. Such repairs shall satisfactorily comply with re- quirements of the leakage test. In event the measured leakage should be more than one hundred forty percent (140%) of the allowable, the Contractor, at his own expense, shall remove and discird all defective pipe and relay new pipe to conform with the requirements of the leakage test. The Contractor shall furnish all equipment, materials and labor necessary for making the leakage tests. Any arrangement of test equipment which will provide accu- rate means of measurement will be approved by the Engineer. The leakage test will be made by the Contrac- tor in the presence of the Engineer. -3.10B ]Infiltration Test When the natural ground water table is above the crown of the higher end of the test section, the maximum allowable limit for infiltration shall be four tenths (0.4) gallon per hour per inch of internal diameter per 100 feet of length, with no allowance for external hydrostatic head. -3.10C Other Test Allowances All lateral or side sewer branches included in the test section shall be taken into account in computing allowable leakage. An allowance of 0.2 GPH per foot of head above invert shall be made for each manhole included in a't�est section or tested separately. -3.10D Air Pressure Test f6k lgi�wers and Storm Drains Constructed of Air4�reimeable Materials 1. Pipelines may be tested with low pressure air in lieu of water exfiltration, by either the constant pressure method or the pressure drop method. Con- stant pressure shall be 3 psig greater than the average back pressure of groundwater above the centerline of the pipe, and pressure drop shall be from 31/2 to 21/2 psfg greater than the average back pressure of groundwater above the center of the pipe. At the contractor's option, pipe may be tested without pre-wettin'g; however, test allowances fol- lowing assume pre -wetted pipe. 2. The rate of air loss shall not exceed 0.003 CFM per sq, ft. of Interior pipe surface, except that when the computed rate for a test section Is less than 2 CFM, the allowable rate shall be 2 CFM. In the event that the contractor should elect to test air - permeable pipe without pre -wetting, during dry pipe and/or dry ground conditions, alternate air loss allowances may be substituted as may be appr9ved by the engineer, provided it can be dem�6nttrited that the alternate criteria correlates with the stand- ard criteria for wetted pipe. 3. The test equipment to be used with either method of air testing shall be furnished by the contractor and shall be inspected and approved by the engineer prior to use. The inspector may at any time re- quire a calibration test of gauges or other instru- mentation that is incorporated in the test equipment, 4. SAFETY PROVISIONS. Plugs used to close the sewer pipe for the air test must be securely braced to prevent the unintentional release of a plug which can become a high velocity projectile. Gauges, air piping manifolds and valves shall be located at the top of the ground. No one shall be permitted to en- ter a manhole where a plugged pipe is under pres- sure. Four pounds (gauge) air pressure develops a force against the plug In a 12-inch diameter pipe of approximately 450 lbs. Air testing apparatus shall be equipped with a pressure release device such as a rupture disk or a pressure relief valve designed to relieve pressure in the pipe under test at 6 p.s.i. 5. Recommended procedure for Conducting Acceptance Test by the Constant Pressure Method. a. Plug all pipe outlets with suitable test plugs. Brace each plug securely. b. All 'gauge pressures in the test should be in- creased by the amount of groundwater pressure at the center of the pipe. Page III-11 In U$ coo (4 V C4 A A C4 C4 C4 IL 4,c,- 4 ito r) he�, IS conoc�'� 6Fe:'- 4o 4+e, ��rn +h--, u4s - vi, L."6 ,,�rv6C4OVe-r r CD z7A,,,, AF-= -�-,:::>�z-7:= Ae-, - C, F— = ez� - I c-,- re4l-4- (6 r) I --j� 0 lkl,e4neVJ- = A� - 15 1 = CD. t!S;E5 A�, , I I-CwN&5�pl I rll its,, 4:�:, = 4:, - Zia 44 IA L" An An wl coo In !0 C4 A A A C4 C4 C4 Is Ir 0 0 0 0 -+- 4- 4- (60) 4- + C, OAt:,J 67 1# W--d 4-2- "' e-- m p <—,. E5, tk I . -6,44. W/o "Ile tb- I.- . Im lu IS U, x1mW W) ul coo Inco C4 ; " v —i! A A 0; (9 04 il I (fDri I r, Z) f( Cc 4,) lom% AGE TRAFFIC WATER SEWER ST REETS pLANNING DATE GENERAL NOTES I LOCATIONS OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE APPROXIMATE ONLY AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO�,DETERMINE THE EXACT LOCATION(S) OF ALL UTIL- ITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. EX. M-4 EX. M-4 (oiRop tvH) INV 299.00- 0 N INV 31s.cd!-N 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICA-- EROSION f:ILTEF;,:> &ARRIEFZ�_' INV 312-od- s TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD 0 7 PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIRE- T APRROX. LOC. EX. C>RAINAGE COUP -SE f R tF> RAF> M,ENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT EX..,TEE Ir � � � /,-EX. TEE EX. 8" CONC/ EX. 6,1 CONC. OANITARY SE"�fff;?, 1\44IN ......... EX. TEE 3. ALL CONSTRUCTION IS SUBJECT TO -THE INSPECTION BY THE CITY 0= 0. 1 112 v- 0.0855 OF EDMONDS AND' THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS 0 CONSTRO-C"T 17;>R SCHEDULE IN SUFFICIENT TIME lO PERMIT INSPECTION PRIOR* TO AINAGE SVv/ALE AND DURING THE WORK. 0 4. ALLNORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE H-/c;>RZANT 11 74 ..9 1 � __/ SUBJECT TO THE INSPECTION OF THE ENGINEER. 67 42 CMF:>, N (D 11 mm 1 i Fm m AV ,_—THICf<ENEP EPGF: F2 —1- 1`2 "c m F PERMITS FOR ROAD AND UTILITY C NSTRUCTION. -200// 11/2 PVC, CL 200 2" Pvc, CL. 6. PROVIDE- AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION 6 11 Rvc 5TUE3 5 STUE3 �5 — 6 pvc/// FACILITIES TO INSURE SEDIMENT -LADEN WATER DOES NOT ENTER 40 THE NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN 94-14" 150.00 7 OPERATION PRIOR TO CLEARING AND GRADING, AND SATISFACTORILY F- A MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND THE POTENTIAL LEAI`4�OUT (�Y'P_5 W OF ON -SITE EROSION HAS PASSED. �T 1+ 65 R T 04-45 -,7-' 7. ALL STORM SEWER PIPE SHALL BE CORRUGATED METAL 16 GA. 0 1" WATER MET�� 6� i , ,o/GALVANIZED AND ASPHALT COATED TREATMENT ]OR BETTER, W EP,' �V67ER /6 1-314 A T CORRUGATED ALUMINUM PIPE, 16 GA. OR PVC. u T T /0 -0 (BY THE CIT/,,6fz`EPMONDs) �,/ V 7 1 " I/ - Coe:, 14.t 8. SANITARY SEWER PIPE SHALL BE 6" PVC-SDR35-ASTM SPEC. D3034 �; 4q" � 'o , / // // // // "I /A� -------------------- lap MATERIAL OR CONCRETE ASTM C-14 CLASS 3, RUBBER GASKET. 4W o/ 14 0 A 9. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL.' NATIVE o �4 r MATERIAL CAN BE USEb FOR BACKFILL PROVIDED SHARP ROCKS ARE KEPT OFF THE PIPE DURING THE BACKFILL PROCESS. OV <v, c) (o. 00 0 -41LE 0 CRtEl< C;;'I SION ,W� 04"CMR CUC_Vi5RT RIPRA HE*Ai�;;YWALL 8� 10. ALL CONNECTIONS TO EXISTING WATERMAINS TO BE ACCOMPLISHED BY NG,5 A `LACE 10 UTILITY cRb5si E I N P THE CITY OF EDMONDS WATER DEPARTMENT. SERVICE REQUIREMENTS -/LLEr-). LINE TO BE ARRANGED FOR PRIOR TO START OF CONSTRUCT10N THROUGH �j OR 00N5XRUCTE0)' f: Aql,�P M/ , RLASTIC, LAPRING,/ x �0�0 ENC�/-4 WITH 5 'Z WATER DEPARTMENT CUSTOMER SERVICE SECTION (TEL,,: 775-2525). UPOT9MAM 5EC T io ,bVER A0JACENT c) �VA b STPEAM 'SE ION 11. RO.AD RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS. <,70 - - - - - - - - ab 12. ALL ROOF DRAINS SHALL BE CONNECTED TO STORM'DRAINAGE SYSTEM. 0 94.14' 130.00, Z111110 i 0, I A) 10 NATIVE G/ROWTH P>P-OTECTION BUF-F-ERZ(CREEt< NOT TO OE: C21STUF:Z/&Et:�),� i CUTTING VIMITEC> TO HANC:�(�UTTING OLACf<,4�ERR(ES) TOR 313,76-1," 0 �(111) �7 �(v 0 0 r [i w A - BASE[:;) ON 0FZAW/NG BY c NOTE: TOPOGRAPHY >VE. i I l'Vv4---342---_39_______. =.J:i I.: MIPI�ILETON � ASSOCIATES, INC., -ILE NO 02-8,5-61=) -D EDATE 6-20-85 Eom IT. 05" 1 2!5 Akir � "-T-11 1--r-)= = iA,-r\ '91 7 1 Z PEMlOVAE3LE PVC CAP j CL 'RT PERTH, r \,__�-rHICKENEP EG>GE ASPHALT 2"M/N. COM -LASS "0" ASPHALTIC CONC. Il/z"MIN. COMPT.'CIEPTH, CRUOHEP SUFZPACING, TOP COUR,5E lu Gl;,AVEL- OA5E, CLA55"O", MAY BE RE:O'P, RENPING SOIL CONC;>ITION o>o'vc TYPICAL ROADWAY E5ECTION w U) cl zo w w x . w C3 C3 cc W c Z w en W > � 0 tr wcLomw w 5, 0 C3 w M o o CL X z DRAINAGE TRAFFIC WATER SEWER STREETS PLANNING ca C 0 W w U m ow W wo I-- z c. w ci w 3: t w I , > t-: _j �w L CL 0 0 0 wctn zm ). w w > tr Ix m _j U) CL (D m U) W se _j LA. CO 0 - Ix 0 IL z z ITIAO DATe Ex. A4-4 EX. A4-4 (oRop tvH) N INV 318-00 IN V. '299-00 N 0 N INV S72.00-5 40 EROSION P-ILTEFZ, E3,,!!\FRRIER RAP �AF'RROX. LOC. EX. C;�RAINIAGE COURSE E .,,TE EX. TEE E EX. 8"CONC. S.S. -EX ........ TEE EX. S"CONIC. 5ANITARY SEV%��ER 1\44IN 0= -0. 1112 0.0855 -11, ------ ----------- ;i� `CONSTRUCT O'RAINAGE SWALE E�<. F-IRF 0 0 lljcm�� ,v 67*— 42-"CMP,:, c �_�THI <ENEP EPGP aRr== fI - - - - - - - - - - - - - - - 2" Pvc, CL. '200,// 7 3 5,_6"pvc STUB 5,— 6" pvc/ �o Tur I 1/z " PVC, CL. 200 130. 00 /0 I�A CLEAWOUT (5?/FP_ F->Y. C.B.All Tye�ETA W/FtesTR( TO* 0 + 45 T ----------- 0 1 WATER METE4�ZS WATEII�,:> N41ETER 69 /0 (ay THE 0TY,,oF7 EPMOt\JDS) I0 4 -------- CL) 0 �10 3� lap ON 1'/ 0 lEmF->ORARY CRtE�< PIVE SlOt-4 W�-,IILE 'o 04 CM P CULVi5RT RIPRA HEZ�C;YWALL UTILITY CR NGO A P,10T IN b5si E r->LACE I -ILLED. I INE OR Aq)< P CONS/tRUCTEP LAPPING,- 0/00 T`i�ENCP 4 WITH e5 &41 . FLAS (_)�::IOTF;i�EAM 5ECTIO 'bVEF;Z A01JACEN-F O)O�VK !STREAM SE tON eb /0 .00 eo 94.14 156-93 -TION" B'F-FEFP, (CREEK/ NOT TO OF C715TUR,'aEt:;),� 10'NAT(VE GR/OWTH PROTEC, u CUTTING VIMITEP TO HANP(�UTTING 0LACf<,A3ERRIES) f I I I I I I ?�\o 11 IL TO R 313.76 tll�o 'p, 0 6111�1 1��o 0 .GENERAL NOTES � I 1. LOCATIONS OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE APPROXIMATE ONLY AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO :DETERMINE THE EXACT LOCATION(S) OF ALL UTIL- ITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICA- TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIRE- MENTS ESTABLISHED AT CIlY HEARINGS ON THIS PLAT. 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK, 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION OF THE ENGINEER. 5. THE CONTRACTOR SHALL BE RES'PONSIBLE FOR OBTAiNING ALL PERMITS FOR ROAD AND UTILITY CONSTRUCTI N. 6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND GRADING, AND SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND THE POTENTIAL 'OF ON -SITE EROSION HAS PASSED. 7. ALL STORM SEWER PIPE SHALL BE CORRUGATED METAL 16 GA. GALVANIZED AND ASPHALT COATED TREATMENT I OR BETTER, CORRUGATED ALUMINUM PIPE, 16 GA. OR PVC. 8. SANITARY SEWER PIPE SHALL BE 6"PVC-SDR35-ASTM SPEC. D3034 MATERIAL OR CONCRETE ASTM C-14 CLASS 3, RUBBER 'GASKET, 9. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL. NATIVE MATERIAL CAN BE USED FOR BACKFILL PROVIDED SHARP ROCKS ARE KEPT OFF THE PIPE DURING THE BACKFILL PROCESS. 10. ALL CONNECTIONS TO EXISTING WATERMAINS TO BE ACCOMPLISHED BY THE CITY OF EDMONDS WATER DEPARTMENT. SERVICE REQUIREMENTS TO BE ARRANGED FOR PRIOR TO START OF CONSTRUCTION THROUGH WATER DEPARTMENT CUSTOMER SERVICE SECTION (TEL.: 775-2525). 11. ROAD.RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS. 12'. ALL ROOF DRAINS SHALL BE CONNECTEDTO STORM DRAINAGE Sy, ,,STEM. (-5 S I Gr x) iC_,,D0eGls,5 SL4-szo & IF-- Eom "r. (50' ACCESS AND uTILITIE5 ESM'T) NOTE: TOPOGRAPHY OASEP ON DRAWING BY -LOW 312-39 -7 �e 71" 1 OVERF= REID, A41PL,>LETON � ASSOCIATES, INC., C -ILE F NO. 02-85-69, C>ATED 6-20-85 ""--REl\AOVABLE RVC CAP 0 52"MI'N. PT PERTH, CLASS "B" ASPHALTIC CONC, THI KENED EPGE ASPHALT -roR couR;5E dgmmmmmmmm COMPT, OEPTH, CRUSHEO SURf=ACING, "MIN -T, CRUSHEU> E5UF:P_FrACfNG, &A0E COUSZiSF- 2 l/L -COMf 7/0N ZAVEL 6A5E CLA5SE3'; MAY &E REOG�, I-ENOIIN13 SOIL CON011 LU G F;- e7,0, vc �j 1-4-e-N le:� n -r %�, I r-_2 te% A I r-_7 /-% A r-N I A 1A N_/ e_- ='t"% -r- I Tkl, 7- Vaf ST REET FILE