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23927 104TH AVE W.PDFa iiiiiii - III 279 23927 104TH AVE W il 41 0 -Pp PU �- STORM DRAINAGE REPORT NELSON SHORT PLAT 23927 104'h Avenue West Edmonds, WA PINNACLE ENGINEERING PROJECT NO. 97029 0 Prepared for: Jim Nelson Preview Properties 1222 N. 185h, Suite 102 Seattle, WA 98133 Prepared by: Pinnacle Engineering, Inc. 11100 NE 8h Street, Suite 3 5 5 Bellevue, WA 98004 October 10, 1997 10/V�7 I EXPIRES 10/19/ cj7 -1 200� 0 EXISTING SITE CONDITIONS The subject property is,located at 23927 104'h Avenue West and is comprised of approximately 0.60 acres. The property is currently developed, consisting of a single- family residence. The site is bound on the North, East, and South sides by single family residences and on the West side by 104th Avenue West. Vegetation is mixed with scattered evergreens and brush, a grassed rear yard, and a gravel driveway in the front. The site slopes mostly west and southwest at slopes averaging 2.9%. EXISTING DRAINAGE Drainage presently sheetflows following existing topography. There is no apparent drainage system along the frontage of the pr� Oth tPerty. The nearest drainage system appears at the intersection of 24 Place SW and 104t Avenue West. PROPOSED USE The site will be developed into 3 single-family lots. Runoff from the lots and driveways will be conveyed to individual infiltration trenches sized for the developed runoff from a 1 0-year design storm. Infiltration rates were obtained ftom Advanced Drainfield Systems (see Appendix). APPENDIX 10/ 9/97 0""?innacle Engineering Inc. AIN page NELSON SHORT PLAT BASIN SUMMARY BASIN ID: D10 NAME: 10 YEAR STORM - DEVELOPED SBUH METHODOLOGY TOTAL AREA ....... 0.18 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPElA PERVIOUS AREA PRECIPITATION .... 2.00 inches AREA..: 0.13 Acres TIME INTERVAL .... 10.00 min CN.... : 86.00 TIME OF CONC ..... 9.96 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.05 Acres CN.... : 98.00 TcReach - Sheet L: 70.00 ns:0.1500 p2yr: 1.30 s:0.0290 PEAK RATE: 0.04 cfs VOL: 0.02 Ac-ft TIME: 480 min PA r i FROM ADVANCED DRAINFIELD SYSTEMS PHONE NO. : 745 2766 N -3 I\v Sep. 15 1997 05:44PM P2 .. ( 7 T -- ,, i - -3 - I U 7,--� 9CO86 WA 'POOIAUuAl M-stl tl9z XQ9 *Old onoaq Im SWUSAS UnMANIM a23NVAGV vvA J )".0% L, j � , "00 ".� ') v q3UT/UTW T < t/ C4 TCA815 -y PUBS 9SIR00 149C-OT nTpaw AII@AeZ5 A19A PUBS - 0 tl UmOlq ,OT is q3Ul/UTW T < d TBASa5 V PUBS @SIB00 +OC-6T PUBS nTP8W AITgAel5 AJaA UMOlq &16T-0 cis qOUT/uTw T < '-d aSI803 'JaAeX6 V PUBS +&tilZ-6T z U2G WnTPGW ATTaA815 umoiq ,6T-0 'is qOUT/UTW T < T d aSjB03 61QAaJb f PUBS +,&qC-CC ES WnTPaW ATTQABJ5 umoaq 115:C-9z PUBS WnTPOW AWBOT ATTgAezb AXaA UMOiq jqZ-0 1-is S8WOH laulBil L6-OT-6 E5 4 1 to !s (-� —L-L-x �=% %--- , I use -37 TVLC� L^C+4- AA 0.--33 "Xmv�4 0,00046-5 Cf JF- ZA STORM DRAINAGE REPORT NELSON SHORT PLAT 23927 104'h Avenue West Edmonds, WA PINNACLE ENGINEERING PROJECT NO. 97029 Prepared for: Jim Nelson Preview Properties 1222 N. 185fl, Suite 102 Seattle, WA 98133 Prepared by: Pinnacle Engineering, Inc. I I 100 NE 8h Street, Suite 3 5 5 Bellevue, WA 98004 October 10, 1997 Is N IVAL _�4 1 -7 I EXPIRES 10/19/cl-7 EXISTING SITE CONDITIONS The ' subject property is located at 23927 104th Avenue West and is comprised of approximately 0.60 acres. The property is currently developed, consisting of a single- family residence. The site is bound on the North, East, and South sides by single family residences and on the West side by 104th Avenue West. Vegetation is mixed with scattered evergreens and brush, a grassed rear yard, and a gravel driveway in the front. The site slopes mostly west and southwest at slopes averaging 2.9%. EXISTING DRAINAGE Drainage presently sheetflows following existing topography. There is no apparent drainage system along the frontage of th - e property. The nearest drainage system appears at the intersection of 240'h Place SW and 100 Avenue West. PROPOSED USE The site will be developed into 3 single-family lots. Runoff from the lots and driveways will be conveyed to individual infiltration trenches sized for the developed runoff from a W-year design storm. Infiltration rates were obtained from Advanced Drainfield Systems (see Appendix). MC'h%V".O-* �— , P9, r 12 �e4 IL 5 ct r4 Zr-e- 41k APPENDIX 10/ 9/97 einnacle Engineering Inc. page NELSON SHORT PLAT BASIN SUMMARY BASIN ID: D10 NAME: 10 YEAR STORM - DEVELOPED SBUH METHODOLOGY TOTAL AREA ....... 0.18 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPElA PERVIOUS AREA PRECIPITATION .... 2.00 inches AREA..: 0.13 Acres TIME INTERVAL .... 10.00 min CN.... : 86.00 TIME OF CONC ..... 9.96 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.05 Acres CN.... : 98.00 TcReach - Sheet L: 70.00 ns:0.1500 p2yr: 1.30 s:0.0290 PEAK RATE: 0.04 cfs VOL: 0.02 Ac-ft TIME: 480 min V tzg-10-97 M�irnel Homes SL 1 0-2611 brown very gravelly loamy medium sand 26-3311 brown gravelly medium sand 33-3611+ sand & gravel, coarse p > 1 min/inch SL 2 0-1911 brown gravelly medium sand 19-2411+ sand & gravel, coarse p > 1 min/inch SL 3 0-1911 brown very gravel ly medium sand 19-3611+ coarse sand & gravel p 3 > 1 min/inch SL 4 071011 brown very gravelly medium sand 10-3611 coarse sand & gravel p 4 > 1 min/inch ADVANCED DRAINFIELD SYSTEMS Dale Esnough P.O. Box 2614 745-2766 Lynnwood, WA 98036 LOT C-- La 5 -- LOT R LOT Flk Zd Wdt7t7:So 4661 ST 'das AIVE LJ --*- 992-Z GV2- : 'ON 3NOHd SW31S),S G131JNIU8G G3DNU()Gb : W08J k 0 '3� vv,\ k V-1 ZI Ltc-++- (5-0 % L—> At,, 4c\,H --�; -5 LA —%eNV\5 k -,A> k CoAME-S A �'F-- FL� -k/ i-\C A �- 01000,�6-5 WX�� Cf is u5e� � -( ) -�O' L-.i- .3 " LA.� / -F- (Uc;--e —<;�--) N-;:,- Lor-A� Ub/U1/1JJb UJ; U1 lb'j-46b-28W HD KIN6 CONS I* PAGE 02 Plan Chock#: 98-99 City of Edmonds Plan Review Coffections Date: April 16,1998 Project Name/Addr"*: King SFR 23925 - 104dAve. W. . Contact Person/Address: King Construcdon 129 - 2441h St. S.W. Bothell, WA 9M Reviewer- Go* HydeqO Department: Engineering In order to complete your construction permit application, the following should be submitted to the permit coordinator : 1) Short Plat 97-84 utilized infiltration trenches for storm water. The trenches were designed for 2200 sq. ft. of impewious area. This proposal is for approximately 2600 sq. ft. of roof area plus approximately 450 sq. ft. of driveway. Infiltration trench needs to be re -sized accordingly. 2) Show how driveway will dmin to infiluation. If you have any questions, please feel free to call we at 771-0220. DATEFAXED_ (Aftub f&x trsusmittal) I PAGE OF 05/01/1998 05:01 169-485-2860 HD KING CONST PAGE 03 . Is 861 IC-3 C4 N 89*12'46" E 100 ..T EXISTING HOUS5.., FF=;9Z.63 26'H 22'* 4'H 14' 2 I Cc S 89 12'26" W Ttt-- D0 LA.� CHAI FEW CB 4—TYPI B 12'H FRAME W RI =302.& 30'H I o,H IE-T299.00 0 10, 0 2�� 24-H 12'H 10'. �OT C 'LOT B 26-H 4!.m #102 6" DOW DOWNS�WT 8-f STUBOU /r�l STUBO(J)7-" + 10, C, 26'H 0 B-H 12-H Ic -�O-H 34 -m 24-H 20-H 26'" # "Vk 14 �B TYPL w AME & GR)�TE RIM 299.00 L 11-H IE 96.W— 5'.*--\ L JL 301.20' OOD F- JCE )l \— 30LF It .30[F INFILTRATION TRENCI TRENCH W/ Go PERF. PVC. PVC. 6" CLEAl 6' CLEANO(JT TO GRAC TO GRADE IE-299.0 SILT IE=296.00 FENCE 01 AFrER RECORDING MAIL TO: Pro Escrow, Inc. 1222 N. 185th Street Seattle, WA 98133 Filed for Record at Request of Pro Escrow, Inc. EscrowNumber. 4368 SPECLAL POWER OF ATrORNEY (SALE) Grantor(s): JOHN L. NELSON Grantee(s): JAMES L. -NELSON Abbreviated Ugak LOT 9, RICHMOND VILLA TRACTS, VOL. 13, PAGE 77 Full Legal Description on Page 2 Assessor's Tax Parcel Number(s): V E D MAR 2 7 1998 _EF Cf)t)NT;:H- 1, JOHN L. NELSON hereby appoint JAMES L. NELSON as my true and lawful attorney for me and in my name and stead, and for my use and benefit to bargain, sell, contract to convey, or convey any and all right, title, interest in and to the following described real property: See Attached Exhibit "A' Together with any personal property located thereon. Giving and granting unto my said attorney in fact full authority and power to do and perform any and all other acts necessary or incident to the performance and execution of the powers herein expressly granted with power to do and perform all acts authorized hereby-, as fully to all intents and purposes as the Grantor might or could do if personally present. This Special Power of Attorney will cease and be or no further effect after the day of 19 or six (6) months from the date hereof, whichever first occurs. WARNING: This power of attorney will result in D. t day of May-41 another person having full right to sell you property. ILTPA-1, It is recommended that you obtain counsel from your ;UL" NELSON attorney prior to execution of this document. I STATE OF WASHINGTON COUNTY OF KING I certify that I know or have satisfactory evidence thatJOHN L. NELSON Is the person who appeared before me, and said person —acknowledged that he signed this lnstrum(Fnt —and acknowledge it to be his free -and voluntary act for the uses and purposes mentioned In this Instrument. Dated: %% TEFX'V BERKLEV 010Tpily % Notery Public In and for the State of WASHINGTON Residingat 925 NORTH 88TH STREET, SEATTLE WA 98103 My appointment expires: FEBRUARY 28, 2001 PUBUC Page 1 LPB-70 0 EXHMIT"A" LOT 9. RICHMOND VILLA TRACTS, AS RECORDED IN VOLUME 13, PAGE 77, . RECORDS OF SNOHOMISH COUNTY, STATE OF WASHIINGTON. Page 2 LPB-70 ILE JAN -5 cop 1� 5TORM DRAINAGE REPORT KING SMOR-1-PLAT - LOT D Edmonds, WA PINNACLE ENGINEERING PROJECT NO. 98023 Prepared for: H.D. King Construction Co. 129 — 244h SW Bothell, WA 98021 Prepared by: Pinnacle Engineering, Inc. 11100 NE 8th Street, Suite 3 5 5 Bellevue, WA 98004 September 23, 1998 M I EXPIRES 10/19/qj eta fty EXISTING SITE CONDITIONS The subject lot is located at 23927 104'h Avenue West and is comprised of approximately 0.19 acres. The lot is currently undeveloped. The lot is bound on the North, East, and West sides by single family residences and on the South side by the recent constructed Lot C. Vegetation is mixed with scattered evergreens and brush. The site slopes mostly west at a slope of approximately 3%. EXISTING DRAINAGE Drainage presently sheetflows following existing topography. There is no apparent drainage system along the frontage of the property. The nearest drainage system appears at the intersection of 240ffi Place SW and 104 Avenue West. PROPOSED USE The site will be developed into 1 single-family lot. Runoff from the rooftop and driveway will be conveyed to individual infiltration trench sized for the developed runoff from a 25-year design storm. Infiltration rates were obtained from Advanced Drainfield Systems (see Appendix). 6,Dp,c- e- f,) TO C-A FLA r�le rvz�e VOOF 1 2,q �v C-- A�. 'Plt ILVVAf� :> T I to 1-4, 1p�r 0 S7 Asz� 80) 6 ee_-- Tk e- % %-% 70 0, 7LIO 0 t>M%ViFWA-1 e_j Z, 3-7 A-5 174-5 4 9 Is = if wall WW48KP�� TO 39Vd iSNOO ONIA CH 098z-sev-69T SZ:VT 866T/80/60 EXISTING GRADE 3/4'-1 1/2'- WASHED ROCK BACKFILL 'vlSCXJEEN 6"0 PERF. PVC nc:) oc 6�9 C) 6' NATIVE BACKFILL 2'- 2' ool(r,o )60 L 4 3' INFILTRATION TRENCH N. T. S. APPENDIX STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN r ON 0 50 C *11-11111-Iff 45� 3 25 -25 CENT 4 20 YAKi 10 3 20 45' M 15 35 3 !ADA..z 46 7�- 45, 3 25 WASHINGTON 10 0 10 20 30 40 PPL —�Geq N E Figure 25 — — MILES 20 r fill NOAA ATLAS 2, volume ix ISOPLUVIALS F 2-YR 24-HR PRECIPRATI N IN Prepared by U.S, Department of merce TENTHS OF A INCH N:tionai Oceanic and Atmospheric ministration N tionsi Weather Servic'11, Office Of Hydrology Prepared for U.S. Department of Africulture, Soil Conserve ion service, Engineerng Division 124 123 122 121 111-1-44 FEBRUARY, 199-2 49 124 123 1'2 2 121 120 5- 35 30 Vqr— '-4, ��, �7L 119 - 1,01( S- Al" 118 74 in 1- —49 -.40 btuf HA!A�- L 'Wn FRIDAY HARBOR 3 JPORT STANLEY T' L%Y�60 2 E.A \2 60 55 50 Q 35 48 302 48 6 5 VERETT 7 7 3 5 3 IK 4 Ills a X 2 AIRA DAV �RT 2-72 6 7 50 1 �j 20 3! 5 E?H eT4 AC OMA 50 MOSES 47 rl QGLFAX 47 5 AB 0 5 -35ENT 30 L 36,; AK 13 8 45p 55( .50 3) 31 is ROSSE < r4�11. Ju- LO zrw ADAMS -215 �2 \ WAL ALLAI 46�i 35 —7 67nQ0 I 6 46 2 �AR 21- 'ION OUR PRECIPITAI 3 Ij Got ENO; Livi ISOPLt LS OF 25-YEAR 24-HOUR PRECIPITATION IN TENTHS ANCO u IT, -3B, . .. . ....... ... . ...... WASHINGTON OF AN IN CH NNUAL . 10 0 10 20 30 40 MILES dL 120 119 118 0 117 124— 122 123 121 9/23/98 9:26:14 am Shareware Release page 1 KING SHORT PLAT BASIN SUMMARY BASIN ID: D25 NAME: 25 YEAR STORM - DEVELOPED SBUH METHODOLOGY TOTAL AREA ....... 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE1A PERV IMP PRECIPITATION .... 2.50 inches AREA..: 0.12 Acres 0.07 Acres TIME INTERVAL .... 10.00 min CN .... 86.00 98.00 TC .... 13.28 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 102.00 ns:0.1S00 p2yr: 1.30 s:0.0300 PEAK RATE: 0.06 cfs VOL: 0.02 Ac-ft TIME: 480 min a . ! D 9 -Ir pr,\/ E [�'). - --. . - Ed WdVP:SO L66T ST -daS 99LZ GVL 3NOHd SW31S�,S G-13IiNIU8G G33NUnGd : W083 M8rnel Homes /— Lo., -\> SL 0-2611 brow very gravelly ioamy medium sand 26-3311 bro n gravelly medium sa 33-36"+ sa d & gravel, coarse p 1 > 1 min/in:h SL2 0-1911 orow) gravelly mediwm san 19-24"+ said & gravel, coarse p 2. > I min/in F h SL 3 0-191, orowli very gravelly mediu sand 19-36"+ coarse sand & gravel p 3 > 1 min/in�fi SL4 Orio" brown very gravelly medi: sand 10-361, coarse sand & gravel p 4 > I min/inch ADVANCED DRAINFIELD SYSTEMS Dale Esnough P.O. Box 2614 745-2766 Lynnwood, WA 98036 9-10-97 ci AVZ-E5- St 127 1 6100 '-2 U 5 V-4 0,00040-,, 0, /.s e-r- 30' k. -P 4- WAME & GRATE 299. 20 IE-296.20 � --q�/ $.>- la"m AT TV ss-717= � U:- - Le:jl 2�mj-cgf c>m �+j t54 LST I t-14 I u < Fie T-� N 8912'46" E rA RA 301.14' -r..r ----------- ------- 11 30'" qMrW 10ow 24'W ;o DOWN IT tj TUB #�H 7. 41 34-H w �IFRE 0 R 4299.00 301.20' *16*H 20'H x o Q4 2crH c - % -* ! I HAINUyll FENCE 14—M WFRAME 84 GRATE W/o ; 302.1 /RI =302.00 OC IE-4'299.00 10, 1 5*0 ?I -ls� 10 \�-NOLF INFILTRATION TRENCH W/ 6' PERF. PVC. 6' CLEANOUT TO GRADE IE-296.00 ACCEpTABLE TIGHTLINE MATERIA N-12 ADS Sch 40 PVC SDR 35 (ASTM D3034) �10T C c, 10'H :.j 6 DOYM;O'UT* 20 41 otl STUBOUT 1 1, 4'H 26'H r cl, I 20�1 4- -30LF INFILTRAnON TRENCH W/ 6" PERF. PVC. 6' CLEANOUT TO GRADE IE-299.00 ? ty 6f E oncis RIGHT-OF-WAY CONSTU'UCTION PERMIT PermitNumber: I" 7-i /17 C. A. Address or Vicinity of Construction: 40 a B. Type of Work (be specific): (EL41('y, C. Contractor:OL440.04 �g4(14zg -�,4�;�.Contact: Mailing Address: jf52 Phone: State License #: D. Building Permit # (if applicable): L&sueDate: Clf-1411— 1=12-11,19FEW-5111 W10' N Ap. a Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. E] Commercial []Subdivision 0 City Project Utility (PUD, GTE, WNG, CABLE(IETIE3i E] Multi -Family [:] SinglS Family Other INSPECTOR: WNSPEC517AR: 964 W- F. Pavement or Concrete Cut Yes �QNO G. Size of Cut: — x H. Chargo�_$ APPLICANTTOREAD - DSIGN INDEMNITY.- Applicant understands and by his signature to this application to hold the City of Edmonds harmlessfrom injuries, damages, or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREETPATCHIS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT Two sets of construction drawings of proposed work req'uired,with perm . t application. A 24 hour notice is required for inspection. Please call the Engineering Vision, 771-0220. Work and material is to be inspected during'progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut trench work shall be,,patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read thql'a',bove statements and understand the permit requirements and the pink copy of the permit will be available on si�e 'at all t' fi 'ns ' purposes. O'e 1 es 67 r )V A 7 A,10A( Signat�ure: A-. IV I I I AA11U ALI I Date: ((70hti6M� or Sgdnt) RIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: NJ TIME AUTHORIZED: VOID AFTER DAYS SPECIAL CONDITIONS: RIGHT OF WAY FEE: DISRUPTION FEEIFUND I 11: RESTORATION FEE: T OTAL FEE: 00 RECEIPT NO.: ISSUED BY,:, A NO WORK SHALL BEGIN PRIOR W-PERMIT ISSUANCE Eng. Div 1997 FIELD INSPECTION NOTES '(Fund 111 Route copy to Street Dept.) Comments: Diagram.: CONTRACTOR CALLED FOR INSPECTION El YES 'NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: �z�z�- Wlr��rt-J&Gq:� OL-64pi�-- V(6� k4RF D�r 405 774 -?74�q 03-e�2,E� qe 01 OM�RHGAJD P/P/C- -T-t4'(:S -Slb!�7 5)Hi- _DMIC4 ov-:3H.I-X�c 71 �3NV ��Vc)� I J�G �j" )Vq� 7 -ZT- -17 �4, -7 7- I 9P 8 9 0 -10 - '6ty of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT ber. Permit Num A. Address or'Vicinity of Const B. Type of Work (be specific): f IC-t ki C N r) C I . Contractor: -">NO'4 &-4640NTY Contact: IDA V I 7 Mailine Address* x Phone: State,License#: eve(ee-r-r,'WA'. 94� D. Building Permit'* (if applicable): Liability Insurance: Issue Date: xkcorl . -cm FX157-v Bond: $ Side Sewer Permit # (if applicable): E. E] 'Commercial Subdivision F1 CityProject '6 Utilit�, �UGTE,WKG, CABLE, WATER) n Multi-Farnily Single Family n Other . I INSPECTOR: I INSPECTOR: Pt-,q 7- F. Pavement or Concrete Cut: - 0Yes /NNo G. Size of Cut:. x H. Chargq_$ APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City ofEdmond8 harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against th� City of Edmonds, or any of its departments or emplo I yees, including or not limited to the defense ofany legalproceedings including defense costs; and attorney fees by reason ofgranting thispermit. W' THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLO G THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE I�INAL STREET PA TCH IS COMPLETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing* of proposed work required with permit application. A 24 ho . ur notice is required for inspection; Please call the Engineering Division, 771-0220.. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. Ihave read the above statements an nderstand the permit requirements and the pink copy of thepermit will be available 7okat all titnes flo inspe ton ses. I ),.,_ n - / 5 - LL3 1. 9 Sighatur Date: (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY 'APPROVED BY: 'TIME AUTHORIZED: VOID AIUXR DAYS SP I ECIAL CONDITIONS: NA. COMMENTS: DATE: RIGHT OF.WAY DEPOSIT DISRUPTION FEE/FUND Ill: RESTORATION FEE: PERMIT FEE. TOTAL FEE: co 00 RECEIPT FEE: ISSUED NO WORK SHALL BEGIN PATQI�,TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES Comments: Diagram.: CONTRACTOR CALLED FOR INSPECTION Partial Work Inspection by P.W.: Work Disapproved By: FINAL APPROVAL BY: (Fund 111 - Route copy to Street Dept.) M YES Date: Date: rm JWI�-.4,COL)NTY-* SNIC&HOM P PUBtIC UT LIBLIC UTILITY DISTRICT. NO. I PERMIT REQUISITION work order #302280 Requested By: GARY MCLAURY TASK # 04 Phone: 514-5628 Date: 9-5-98 Jurisdiction issuing permit: (specify) CITY EDMONDS COUNTY STATE AGENCY OTHER Type of Permit Requested: overhead Underground Description of Project / Activity.: 900.v TI AVE W THE N TRENCH IN RIGHT OF WAY TO TO -94� BORE 104 PLAT OF KING SHORTPLAT AT 23927-104 TI AVE W, EDMONDS R/W Frontage (lineal feet) Customer H DALE KING Property Address 23927-104 T11 AV W, EDMONDS Section 36 Township 27 Range 4 CONSTRUCT -ION: Estimated Start date 9-28-98 # of days to complete I Estimated cost (Mountlake Terrace only) Additional information for incorporation in transmittal or permit application: Inte.rnal Use Onl_v Permit Requested Permit Received Requester Notified 7`74—.�—"i- 77_0�z City of. Eldmonds RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. 9 .9 - Lmue Date: A. Address or Vicinity of Construction:- 2 3112 7 - 6 A B. Type of Work (be specifi c): I is. r '�i ijL g- C F C -,I Ac C. Contra ctor: Z) L1&4 (��A,41:2� Contact: Mailing Address: 12 Z .4� 1-4t, 2A,,>l - 1-63-744 3 6,14 L s- Phone: et P0 7- 1 State License #: 61 n K I U!;C i 1,a &I (D _ Liability Insurance:/ ill" Bond:$aCcd,0ej D. Building Permit# (if applicable): ?,3q2S-- low Side Sewer Permit # (if applicable): E. E) Commercial Subdivision El City Project EJ Utility (PUD, GTE, WNG, CABLE, WATER) n Multi -Family E Single Family E] Other INSPECTOR: INSPECTOR: F. - Pavement or Concrete Cut Nq] Yes E]No G. Size of Cut- ,4 x 1�_ H. Cha4q�,, APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmlessfrom injuries, dam!�ges, or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs and atiorneyfees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE -FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEkS,WILL"BE PELD UNTIL.THE FINAL STREETPATCHIS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSn��E TbTfieAPPLICANT Two sets of construction drawings of proposed work required with permit application. � .1 � - - - A 24 hour notice is required for inspection. Please call the Engi'n'bermg-D.ivJ§ion, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink co Py of the permit will be available on site at all times for inspection purposes. Signature: (Contractor or Date: iklhll CALL DIAL -A -DIG PRIOR TO BEGINNING- WORK FOR CITY USE ONLY APPROVED BN�. RIGHT OF WAY FEE: .30. 11) AFTER DAYS DISRUPTION FEE/FUND I 11: TIME AUTHORIZED: V 90 SPECIAL CONDITIONS: P-1-4AI RESTORATION FEE: T OTAL FEE: 30 RECEIPTNO.: ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div 1997 FIELD INSPECTION NOTES (Fund 1.11 Route copy to Street Dept.) Comments:. CONTRACTOR CALLED FOK INSPECTION El YES ONO Partial Work Inspection by *P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: -6 J?. 30' ..z V AME & GRWT-E W 99. RW2 20 IE-296.20 1 14*1 I" -pl 7z- CNN :j pp. A�' ms�-j Z r T� N 89*12'46" E :;- z- �� x MO. 0 U.- I \\,-30LF Lft.p INFILTRATION TRENCH W/ 6- PERF. PVC. 6' CLEANOUT TO GRADE IE-296.00 rri ACCEPTABLE TIGHTUNE MATERIAL N-12 ADS SCh 40 PVC C-D SDR 35 (ASTM D3034) cr.; --- %.A 301.14' 70 ur y I + Irw 30*H 24*K m 30' � S. DOWNWbUT T TU l(rc", Ul' Irc 34A 03 024 'W IFRAME & GR`ATE Z6 RlwM,.2,,.00 R, D15 IE- QA-M- rA-b-_' * .-1 4. 301.20 6 FENCE I W FRAME GRATE RI -302.00 1 IE-p299.00 I 101 T DOWNJPOU' !MBOUTI 25*K v WH ft -30LF INFILTRA71ON TRENCH W/ 6' PERF PVC. 6' CLEANOUT TO GRADE IE-299.00 PLANNING DATA NAME: - SITE ADDRESS: DATE: A9 ZONING: �� - 8 PLAN CHK#:- �9 - Ala CORNER LOT__ &t_(Yes/No) FLAG LOT NO (Yes/No) SETBACKS: Required Setbacks: Front: Left Side: Right Side: Rear: IC;-" Actual Setbacks: Front:-.,Z� -Left Side: 'Right Side: Rear: Street map checked for additional setback required? (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N) LOT COVERAGE: Maximum Allowed: Actual: 17. BUILDING HEIGHT: Maximum Allowed:— Actual Height:_ Datum Point: 40 Datum Elevation: �Eo A.D.U. CREATED?: ,< - 0,7- C;t/ za /?^I / , �,- - � I - CRITICAL AREAS #: SEPA DETERMINATION: A) LOT AREA: 9-4. ��/ R: Mllfyf Plan Rdview B, CA FILE NO. Critical Areas Checklist -------------------------------------------------------------- Site Information (soils/ topography/ hydrology/ vegetation) 1. Site Address/ Location: "23217 I-J- /)�/ -*_ 2. Property Tax Account Number: __ r-rS) - 0 bo - 00 cl - _Q 0 0 3. Approximat e Site Size (acres or square feet): 9 6 , 2 �_/ :�, A �:- 4. Is this site currently developed? V-yes; no. If yes; how is site developed? ,;c 5. Describe the general site topography. Check all that apply. >c/, - Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15 % and less than 30 % ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: A30 Approx. Depth: 7. Site contains areas of seasonal standing water: 1,�,o Approx. Depth: What season(s) of the year? 8. Site is in the floodway__6�� floodplain /JD of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? A)t) Flows are seasonal? /J-,> (What time of year? 10. Site is primarily: forested meadow ;shrubs K mixed P'(- urban landscaped (lawn,shrubs etc) Y. 11. Obvious wetland is present on site: 0 btTERMINATION ^ca_chk.doc, Rev 02/11/97 'J OV EDA,- City of Edmonds TP Critical Areas Checklist /10 7C 777-) Q� The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/ Applicant: Applicant Representative: Name Name f-) . 3 (— / ,- AJ Street Address Phone r) 7-1/Z !�ignatdrey - Date ZO 3 / —/ �� vW o o:�,- AJ Street Address �;; �-13 CITY OF EDMONDS 250 5TH AVENUE NORTH - EDMONDS,WA98020 - (206)771-0220 FAX(2W771-0221 COMMUNITY SERVICES DEPARTMENT Public Works * Planning e Parks and Recreation Engineering C. 1 B ()" June 24, 1997 Gary Coopral 20351 Greenwood North Shoreline, WA 98133 Subject: Determination regarding Critical Areas Checklist # 97.-10,8 Dear Applicant: BARBARA FAHEY MAYOR Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. IMPOhtANTO dc.z TIONTOSENOTED:. PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY. The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. go, You must submit a col2y of the CRITICAL AREAS CHECKLISTand DETERMINATION WITH ALL _411111IIIIIIIIIII PERMITAPPLICATIONS or YOUR APPLICATION WILL NOT 13E PROCESSED. Permit applications include the following: Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Thank you. . - Diane Cunningham Planning Secretary Copies to: John Nelson 20351 Greenwood North Shoreline, WA 98133 Note Attachments: None * Architectural Design Board C:Reception\JanakCRLTR.doc 9 Incorporated August 11, 1890 0 Sister Cities International —, Hekinan, Japan CITY OF EDMONDS USE ZONE r�s PERMIT NUMBER CONSTRUCTION PERMIT APPLICATIOTN' Joe JOB SUITE/A0 ADDRESS L4 +t, Ar OWNEFJ NA AME OF, BUSINESS LEGAL DESCRIPTION CHECKI SUBDIVISION.NO. LID NO, CC LU Z MAILING A — A 9 S D E 9 1 IV 1A 0 V 1:415 D PUBLIC RIGHT OF WAY PE4 EIPPI W&,STIReerM*P-. TESCP ApprovedA5107ZO, 0 CITY, TELEPHONE NUMBER EXISTING -30 REQUIRED DEDICATION 0 RW Permit Required/Vo 0 . V2 ltk�4 Street Use Permit Req'dlVp PROPOSED Inspection Required IIE-19 Sidewalk Required VE�.S 0 CC NAME- mc No -A) yj METER SIZE LINE SIZE I NO. OF FIXTURES PRV REO . U . IRED. YE NO 0 SX i U0 ADDRESS FE 4/ ro q1_1 kf� REMARKS PAfO 11 1 DF C�&_5?V AJ C, 0 A17A 0 IS-7 &0:, _14t3 ul Z < CITY ZIP ITELEPHONE NUMBER q90)j f4x)-775' 6171 737"Er/77,00 NAME Int-A LASho",--lan a: 0 ADDRESS Z, Zq to ENGINEERING MEMO DATED REVIEW 0 q7 7TY 1 F CIT -Z TELEP HONE NUMBER FIRE MEMO DATED REVIEWED BY tu Z mi 0 Cr. 0 STATE LICENSE NUMBER fA (a ExpinAiWh VARIANCE OR QU __ ADS# . SHORELINE # r!7 'I', I V Llidal'Description-of PrOlperty - include all easeme 6\L \ SEPA REVIEW COMPLETE I EXEMPT' EXP SIGN AREA ALLOWED I PROPOSED V, HEIGHT ALLOWED I PROPOSED Z vi CL cc 77 CA LOT COVERAGE REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS Lu ALLOWED PROPOSED FRONT SIDE REAR FRONT 1�q SIDE REAR 0 15- F Z wi Property Tax Account 555 0( 50 - L0003 LOT AREA Z Y D Parcel No. r l;av - 4 REMARKS - NEW RESIDENTIAL PLUMBINGfMECH COMPLIANCE OR F ADDITION COMMERCIAL CHANGE OF USE not 1--ri -rj A4471 rr .:hl- �?n APT. BLDG. El REMODEL SIGN HECKED BY TYPE OF CON TRUCTION , aIA7 I OCOCU N GR GRADING FENCE REPAIR CYDS. L_ x _FT) WOODSTOVE SWIM POOL __LDEMOLISH INSERT HOT TUB/SPA SPECIAL -INSPECTOR REQUIRED OCCUPANT OGARAGE RETAINING WALL/ RENI�WAL EjYES I EAL AD REMARKS CARPORT ROCKERY z 0 PROGRESS INSPECTIONS PER UBC 108 �ITY (TYPE OF USE. BUSINESS OR ACTf IN: 4, tliai, 15Y 4bML4, Q=, -71 cc W NUMBER NUMBER OF CRITICAVqq -101 0 OF DWELLING I AREAS INUMBER CC STORIES UNITS In, INS[ 1Z "V 5-- 14 DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) kl=i�, FINAL INSPECTIWN REQUIRED A-dJ ?4-11 54(t. A& /r! it of VALUATION FEE K FEE C( HEAT SOURCE: GLAZING 5 0 1q, PLUMBING Plan.. Check No. MECHANICAL GRADINGIFILL Z__ This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewplks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE 14, 5-D Permit Application: 180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE ENG. INSPECTION FEE "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees. to indemnify, defend and hold ',n harmless the City of Edmonds, Washington, its officials, 2 employees, and agents from any and all claims for damages of PLAN CHECK DEPOSIT --Z/ cc < whatever nature, arising directly or indirectly from the Issuance of this permit. issuance of this permit shall not be deemed to 0 modify, waive or reduce any requirement of any city ordinance nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE qcj provision . (.Ci)u I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL information given is correct; and that I am the owner, or the duly authorized ge I 'e owner. I agree to comply with city and THIS PERMIT This application is . not a permit until state laws r:gu1nation'Jonstruction; and In doing the work authoriz- AUTHORIZES ed there S will be employed in Violation of the Labor ONLY THE signed by. the Building Official or his/her by no p Code of t" Stat ashington relating to Workmen's Compensa. WORK NOTED Deputy; and fees are paid, and receipt is tion Ins I 4rand a0m 18.27. INSPECTION acknowledged in space provided. IGNA AGENT) DA I N DEPARTMENT T OFFIC L' N�� R CITY OF Y7 Ar`* EDMONDS j 1-1 CALL FOR RELEA� -I 011AI',r. TE ATTE N INSPECTION IT IS UNL FUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A F AL INSPECTION HAS BEEN MADE AND APPROVAL OR 771,0220, ORi'41 NtAl — File 1YEl I OW — Inspector .A' CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 1 SECTION 109 /zf PINK — Owner GOLD — Assessor LEGEND: LAYOUT �2 PADMOUNT TRANSFORMER SECONDARY PEDESTAL PRIMARY UNDERGROUND CABLE — — — — — — — — 4/0 SECONDARY UNDERGROUND CABLE POLE AND OVERHEAD LINE —PROPERTY LINE —OF—WAY LINE RIGHT SCHEMATIC LEGEND: & 10 TRANSFORMER FUSE PRIMARY UNDERGROUND CABLE OVHD EXISTING OVERHEAD 213' 71 ROAD BORE, fSNOHOWISH COUNTY GAS IN PLAT UF 0 vr-wuc tffuTy DISTRICT NO I TRANSFORMER CABLE LDCATION 23927 104TH "E W. EDMONDS 98020 AREA so co 286' OF (1) 02 AL CNCTRC NEUT DB JCKTD PRI IN 2" PVC A-30411 25 KVA 7200-120/240V POLE NO SW 1AS 36 T 27 R 3 DATE 8/25/98 WO No 302280 MAKE PO REEL REASON FOR WORK PROVIDE 10 PRIMARY �EN0INEtk',MCl:AURYkF-'.�? TASK 04 DIST N— _X 180' OF 4/0 AL TRX DB SEC IN 3" PVC UNDERGROUND SERVICE FOR DRAFTER PRATHER UGND NO 9701 . SER KNG SHORT PLAT APPROVED Mp SCALE NOTED MAKE 4'LOTS PRINTED DATE WORK COMPLETED EOREMAN ENVIRONMENTAL. ANALYSIS DUCT I JBSTATION RICHMOND PARK M EXEMPT:.. 0NOT EXEMPT ASSY# 12U612 S 28' OF 2" PVC BY PUD OR PUD'S CONTRACTOR (ROAD BORE) C 3 IRCUIT NO 12-232 PHASE 1 FEES REQ'D M YES 0 NO PARA.- 18 ITEM—C PRIMARY OVERHEAD OVHD CONDUCTOR KV ROAD CROSSINGS ONLY 0 RESIDENTIAL ADD CKT FT PH VAULT BY PUD APPV DATE DESCRIPTION 0 COMMERCIAL REM CKT FT PH SECONDARY PEDESTALS LEO* NET CKT FT A � 30411 a S_ 3 UGND CONDUCTOR 7.2 KV 42" x 42" x 30" OPEN 130TTOM 2 SEC PEDS/INSTALL PER DIST ASSYO 1U801 F?EVISIONS PRIMARY UNDERGROUND W/A 21" x 25" ACCESS HOLE APPV NO. DATE DESCRIPTION 0 RESIDENTIAL ADD 216 CKT FT 1 PH REM CKT FT PH COMMERCIAL BASIC FEE S NET 216 CKT FT LEU* PERMITS (DATE GRANTED) S 0 TREE TRIM 0STATE SECONDARY UNDERGROUND 4 M SNOHOMISH 13LANKET BASIC FEE S S 0 CITY WIDTH VARIES 0 36T' MINIMUM 4—POS/5—POS UNDERGROUND PLAT EASEMENTS 0 REQUIRED SET SCREW BASIC FEE S j i TERMINALS ENGINEERING E# 0 NOT REQUIRED NOTE: I- tFT a S 1177 1. 12" MINIMUM GAS TO PLAT CONSTRUCTION REQUEST NO. IF i;-- uj k FT 0 S POWER SEPARATION. DATE APPROVED V) 2. NUMBER OF CONDUITS IN IL STREET LIGHTING :Z5- jjj M 0- FOREIGN CONTACTS TRENCH VARIES. FT P S_ 0 GTNW JPNO w IL 1 :2 f) uj z z 0 f__4 1 CROSSINGS 0 CATV JPNO 3. ALL CONDUCTORS IN Z >- SECONDARY zco V) 0 V) uj 0 CONDUIT. TRIPLEX CABLES It FT 0 S M JOINT TRENCH: GTNW & CATV OJOINT BORE GTNW & CATV cr z 210� WORK IN RIGHT OF WAY < z w 12 VARIES 0 SMALL/LARGE —PSE 0 C14 io 2 0 PRIMARY m GAS > F 0 SECONDARY S-BUILT — E I MIN _iTT w x 0 SECONDARY z in V) IL PEDESTAL �': I . . . POLE STENCILING w STREET APPV NO. DATE DESCRIPTION FT 0 S 7 3 FROM TO — LIGHT z MISCELLANEOUS FEES TAKE OFF POLE uj 3" PVC DUCT G M VAULT S Li TO FEED IN/OUT PRE—CONSTR REQUIREMENTS 0 OF CORNERS OF PERMIT S 0 TREE TRIM 0 PUD LOCATOR PEDESTAL OBACKHOE 0' TELE COST ESTIMATE 9,343.00 I iu LIGH I I — 10 L SECONDARY LESS 13,y. <1.215.00 M ONE CALL DATE _77 1-1 q_7uf 3" PVO W/900 PRIMARY 24"R BEND AND GAS BELLEND -FROM TOTAL,PUES 6.12a.00 INDEX -POLES PLAT SECONDARY TRANSFORMER/ -MAP LOGS u ;Tn TAklr7 r7XfrOY Int L PEDESTAL DATE PAID 9/l/98 GAS TO STAKE EVERY 10 POWER TO STAKE EVERY 10' RECEIPT* 61578 XFMR F C7MAP GIs OR SHADED AS NEEDED TO AS NEEDED TO RETAIN TRENCH RETAIN TRENCH POSITION. POSITION. NEW SVCE APPLICATION* LOCATION MAP'PAGE'474 G2 -NGINEER GARY McLAURY CUSTOMER HOWARD KING XING PRINTED SINGLE PHASE SU04 —5628 io (425)485-2860 PRINTED '-�'DETATL PHONE (425)514 P1 NE TYPICAL JOINT TRENCH DETAIL PEDESTAL, 66�_ _ _PAGER/�---_ NTS NTS 90 208/239-.5 94-'--CELLULAR' 2 6)663-7943 4 23919 EXCLUDED 7— ---- — ------------- -- -------- — ---------- ------- ----- F-6 ------------ — G------------------------------------- S ------------------- ---------- I --- TH ----------- -------------- TEL — -------------------------- ----- is TY ------- z_�� — — — — — — — — — — — — — — — — — -- - — — — — — — — lffp- — — -- — — — — — — — — — — — — — e 41 3 2 j LAYOUT 111 = -501 IRM CONO tij SCHEMATIC NTS A-30411, N— _X Xe Rollo ON g 110,21 4 � WN, N 45 4 MM J NMI it4 *kl�__nf4�_1�1_11111`11� tog "M KING 244!LST S NTY WORK SITE VICINITY MAP TAGS VAULT: A-30411 CABLE: 54664 0 ocn NO cn .11 000 ocn :31 -- - C'4 0 w__ -) t'-r c 14 FEB 4 1998 LA �4 30' f 04 Z21 Z: m 1 Z3, STREET FILE T 14" 7 L —TW Bil E I W/ FRAME & GRATE r T- >1 RIM=299.20 IE-296.20 I 1� 1--1 4p, F- 14V 301.14' 20-H 30 141 erH Y. N 89*12'46- E A* H 2UFr WH CHA'INLI�K IS-F, FENCE 7 IV rj 77 CB#4*wTYPE E� -5� 5 12'H W/ FRAME GRATE R14=302.00 I W-H 10 IE-F299.00 L I 0 1 1 P�, * -* 18'H 10, k Wit �OT C OD rrl H 10'H P 20' f- LoT - N iA 3M 26"H 6w 21 DOWN�-POUT ,�STUBOUT p DOW loe T N$P6UT I o'c' 8,H U*) V STUBr 2 0 c 2- lrH 13 \A 4- ........... 12'H r% lo .......... 12'C 4*H :J: 34H 24*H 20-ti 20'H ILIA C.) M . .... ...... .. . TYPE 1 r 101H 28'H 4'H -H .:.::, amalmi W jFRAME & 'GRATE oil RIM4-299.00 IE=296-.00--- 5* r 301.20' OD F CE 11H 000 30LF INFILTRATION 3OLF INFILTRATION TRENCH W/ 6- PERF. .41 Le=jl TRENCH W 60 PERF. wr r=X I-ST I PVC. PVC. 6* CLEANOUT 6m CLEANOUT TO GRADE TO GRADE 'ACCEPTABLE I C (A IE-296.'00* H , TL , lN!E h4ATF=01AllE-299.00 SOR (ASYM 03034) k 0 --E IGRAV 0 jw boa- 7 S-D 1 S'H S-2.40% -H 14"D 6' VNE -'I GRA*VCL \-6" DOWNSPOUT -- I WNSP r STUBOUT L 0 OT A . 'E 1 191 2, EXISTING "OUS5.1, AME & GRATJ�-,j -1wd 14'14 RIM=299.00 . "o H AA* 1'r .31 22'Y' IE=295.00 �\2 0 72"H 5 OLF INF1LTRA-nON 14'11 TRENCH W/ 6" PERF. -1 �'26" W x 1- � — — � -# -mr- -. PVC.27-1i S 89 C�1-4utfi CLEANOUT TO GRADE IE=295.00 SILT 3 ' 2-11 i CH 2r,'l I 70 if �1� V! -u r —6" DOWNSPOUT STUBOUT 12"C tB#3 TYPE 1 W`1 rRAME & GRATE R IM 299.00 I I E=!t'qsoo 301.20' 59 30LF INFILTRATION TRENCH W/ 6" PERF. PVC. V6" CLEANIOUT TO GRADE IE=296.00 I � 1.-,) � i w z ui z 15' WIDE TRACT 1, 0- 14' 0 12' 1 : - 24" WIDE x 2" HIGH 2% ASPHALT THICKENED EDG3F EX. -------- EXISTING GRADE 7"' 7771 - 3/4--1 1/2- WASHED ROCK BACKFILL 6"0 PERF. r� r F,ijcf,. CBig4,-TYPE W`1 FRAME 8� GRATE R14=302.00 I IE=F299.00 z 10, o !I co 12.- 20'1 j CA 6 OWN4 OUT 1 0 D 'I .q STUBOUT I 9-1-1 U*) 26"' Q a 5' 30LF INFILTRATION TRENCH W/ 6- PERF. PVC. \\\-6" CLEANOUT TO GRADE IE=299.00 �CC*EPTABLE TIGHTLINE MATER�';','.. N�12 ADS Sch 40 PVC SDR 35 (ASTM D3034) -6" NA11VE BACKFILL 2" COMP. DEPTH CLASS "B" ASPHALT APPROVE"" 2" COMP. DEPTH CR. SURF. TOP COURSE 3' L 4 4" COMP. DEPTH'CR. SURF. BASE COURSE I --- COMPACTED SUBGRADE INFILTRATION TRENCH BUILDINO APR FILE STREt: i