Loading...
APPROVED PLN ENG BLD2024-0760+Site_Plan (SURVEY)+6.10.2024_8.42.49_AM+4310411RECEIVED Jun 10 2024 CITY OF EE MONDS DEVELOPMEN SERVICES 9 BLD2024-0760 N E. CDR. LOT ] S59'47'16'E - ( 7 POOXd�cH 8 S �'SI P�15 3 O 9 i.VOPFa z B 00436500000B00 S LINE SW EENGE cOR. ENKSSON'S ADD 0.1' W OF UNE�1 SB9'4J'T6E (RIxR2) - N245' (R2) `- SET BAR h CAP ALONG E-W FENCE PAYNE'S ADDITION LOT 4 00541600000400 27032400207400 r 569Y7'16 SOVI'15"E 10.00. - - II�t�� 1�N- 6 G �N. END FENCE 0.1' E. OF LINE 27032400207200 12.206 S.F. ems: O E_ END CHAIN INK 0.9' N OF UNE O E. END MOOD FENCE 0.9' N. OF UNE © NW CDR WOOD FENCE 0.5' N. OF LINE ❑D CHAIN LINK E. WOOD W 1.6' N. OF LINE E� W. ENO FENCE 0.1' N. OF UNE W. END FENCE 0-2' N. OF LINE "Nothing in this permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermifted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition Is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action" NE CORNER MON 27032400207300 I g /E(RESSNTIUTES $ IENT Al 1625w] 3 -i67s2r-----I-L-'�- NOT FOUND 27032400207600 M -FENCE MUST BE ON PRIVATE PROPERTY -PROPERTY OWNER RESPONSIBLE FOR DETERMINING PROPERTY LINES -FENCE SHALL NOT ENCLOSE OR PREVENT ACCESS TO ANY CITY MAINTAINED UTILITIES -Fence must be U or less LS-UI'1"F/A�11 2/2" BRASS MON. W1rX' GLEN ST /2023 - 569.47'30"E - 660.01 (MEWS) 659.94' (R2) (BASS OF BEARINGS) Survey For. PORT'N GOVT NOT 2, SEC 24. IWP, 27N. RGE 3C. W.M. N TICK F CORI WHITAKER Survey By. (360)-435-5551 11 DWO (RCS)Cascade �\23748\oyjC\R0S\237418 Surveying &Engierin, Inc. VO. BOX 326. ARLINGTON. WASHNGTON, 96223 (105 T DIMSSTREET) 1 3 24 11w®!� MMMM masm FAD. CONC. MON W/2-1/Y BRASS NSK W" N CASE 12/7/2023 (HELD FOR TM AVE CENTEMINE) ALOHA ST gppllcant sM1all repairlreplace all damage to utilities or homage Imprn..-na o Cry dghtuf-way per city standams mat Ie caused er ccurs during in. permided project. OWNERICONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE FTRD. I" 0-D. IRON PIPE N25'53'04-E-D.27' OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. SET 1/2" BAR @ CAP LS. 12716 */TACK I > ENGINEERING DIVISION APPROVED AS NOTED 06/20/2024 I� I,S APPROVED BY PLANNING 6� Jun 212024 LEGAL DESCRIPTION: AFN 2MI12003 ALL v nE SCUM 65 FEET BF TNA PD,,," H)< DOMEpREM L01 �XF aIaHR z4. FORNSW 27 WORM. RANGE 3 EAST. Ill OESOR6FD auoWS BEOIRND AT ME SGU MEAST CORNER OF LOT IL FAMDI4TOlS ADDITIpNR, ACCDI TO E THE PLAT THEREOF RECORDED w VOLUM17 Or PLATS. PAGE 71 AECOROS OF 9gMOWS4 CCAi WA9RwGTON. MDNGE SOUM 89'4716" EAST A DISTANCE OF 18755 FEET TO THE 91TERSECTgH YRH THE EST YAPU1 K 7M AVENUE 6OENCE NORM 01 Y00" FAST ALONG SAO EST uMGIH, A DISTANCE 140 FEET, NENGE NORM 69'4T6' EST, A DISTANCE OF 'SSW FELT TO 1IIE NORDEAST CORNEA OF LOT 7. SAD PLAT OF EAxxssaFs ADDITION. THENCE SCUM OVI'15" EAST ALONG THE EAST LINE OF SAID LOTS 7 AND a A DISTANCE OF 140.00 FEET TO THE PON4T OF SErn9DIFn SRUAE w TIE COUNTY OF 940 HOM IS H. STATE GE 1U9r1('TOI. EASEAAENi DESCRIPTION: AN 1625643 THE NORM 20.00 = OF THE SCUM 75,00 FEET OF THAT PORTION OF GOVERMIENT LOT 2 N SECTION 24. TZM. Ri Iii DESCRIBED AS FOLLOWS. BEGINNING AT TIE SOUTNEwST CORNER OF LOT S. ERMssOMs ADDIRON. ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 17 OF PUTS. ON PAGE T2. RECORDGE SN S DIRDIRSH COUNIM WAy9NGTON: THENCE S 69'4r16' E. A DISTANCE OF 167.55 FEET TO Al NTURSECION NTH ME EST WJMIM OF 7M AMIl THENCE H0iY00'E. ALONG SAID EST MARGIN, A DISTANCE OF 140.00 FEET. THEN. H B9'4r1l W. A DISTANCE OF IBRD9 FEET TO THE NORTHEAST COWER OF LOT 7, SAID RAT OF ERWSSOI'S ADDITION: THENCE S 001't5" E. ALONG THE EAST IRE GE SAID LOTS 7 AND 6. A DISTANCE Orr 14DDI .Do FEET TO THE PNT OF BEGIMI NG. DICETH PT E WEST 64.00 FEET THEREa. SITUATED N SHCH-i UNTY CO, WAF SN"C"C . SURVEY REFERENCES: (RI) PLAT OF ETWKSSON'S ADOITIIN, AFN 1310525 REID h ASSOCIATES (R2) SURVEY FOR JOHN PAMICH, AFN 2UQT09305001 LOVELL-SAURLAND h ASSOCIATES ALL RECORDED IN SNCHOMISH COUNTY, WA9RNGTON NOTES 1. BOUNDARIES SHOWN HEREOH MAY NOT CONFORM TO EWSRNG LIES OF OCCUPATION OR FENCE DOES 2, TINS SUPVET DOES N01 PURPOtI TO SHOW Al EASEMENTS, ENCROACHMENIS, OW ENCUMBRANCES AiFECIwG THE SU9.ECT PROPERTY 3. DIMENSIONS SHOWN µE PERPENDICuri TO OR PARALLEL NM ME REFERENCED DOE UNLESS O ,ouR E NOTED. 4. DISTANCES SHOWN µE HORIZITNTAL GROUND DISTANCES N US SURVEY FEET. GRAPHIC SCALE 30 0 15 30 50 ncn - 30 n. BASS OF BEARINGS : CENTERLNE OF GLEN STREET PER (R2) SURVEY INSTRUMENT USED: SOKKIA IX 603 SURVEY INSTRUMENT USED: WON N SERIES SURVEY PROCEDURE- FIELD TRAVERSE SURVEY PRECISION. TMS SURVEY EXCEEDS FIELD TRAVERSE REQUIREMENTS OF AAC 332-130-090 LEGEND: Q 1 DENOTES 1/2" X 24- REBµ & CAP LS. 12715 SET THIS SURVEY UNLESS OTHERMSE NOTED (0) ­ DENOTES DEED DIMENSION -R- I DENOTES WOOD FENCE -O- - DENOTES CHAIN UNK FENCE - DENOTES EDGE OF ASPHALT DENOTES EASEMENT LINE AUDITOR'S FILE# �.�d ,"`AI ^� DENOTES PROPERTY BOUNDARY AUDITOR'S CERTIFICATE _ _ 1 rREQUEST R'S CERTIFICATE E 0' fIF RRECTLY REPRESENTS A SURVEY MADE BY ME AF Iz/e /z0z3 FILED FOR RECORD THIS�DAY OF 1 p MY DIRECTION IN CONFORMANCE WITH THE 2@4. AT II'3-1 EA IN BOOK � OF - � NTS OF THE SURVEY RECORDING ACT, AT THE FP AT PAGE AT THE REQUEST OF CASCADE F I WHI TAKER . t2/]/20J3SURVEYING 6 ENGINEERING, NC 8�2ttk Ai)-$j] LS NO12716 10jE [6 COUNTY AUDITOR PUN AUDI TWO. 2-1/2" BRASS SURFACE 40N W/'X' 12/7/2023 --(HELD FOR 7M AVE CENTERLINE) I Zone_ RS-6 Corner_ Flag Setbacks: Required Actual Front Sides Rear Other Height