4504 TERRACE DR 2025-04-18 - Laserfiche WebLink

;.. 0 00 0 1 ` (NI NOTES P E ',0 1.,0 / - 13i0'• / I.VERIFY ALL DIMENSIONS ON SITE i FOLNDATIOFI DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM 1 • 1, WALL PER RIR LEVEL SURVEY. _. m 3.REFER TO THE FOLLOV . ILS OR ADDITIONA INFORMATION; 4 HELICAL P LES ES ........... SOLI DRIVEN PILES 50.1.1 4.REFER TO S]9UC7URAL CALCULATIONS RACMMAGE DATED AUGUST 27. SITE 2023.FOR ADDITIONAL INFORMATION. ECIRCATI .AND REQUIREMENTS. 5.LEVEL SURVEY PER RSA REPAIR PLAN DATED NOV..2022 REFER TO PLAN 5 S]RUCNMAI GM CEP ATMS PACNAGF FOR MDIIIRCAGONS MO ADDITIONAL IREMENTS FOR REPAIR PLAN. I DRIVEWAY e v .///Jy� 1 ,� F EMIM E ' MINIMUM d W DIAMETER SI RFST/S'.H=11%COWSIRUT10N9 PEP ACCESS SAFETY '/y/�/ Lori RIP MEET LISTED DESIGN STRENGTH WITH AMICABLE FACTORS OF --'- 3 ' IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH,0., N. •''' Y' a TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED • • w DOPIER PILE INSTALLATION PROIDED I HAT NU IWO AWA00N SPANS � -' EXCEED THE SPACING LIMITATION 0'D.BMOC.AW%MLM I I I 6 ALL SUPPLEMENTAL LIMNNELSOSPAN FRT.PILE TOPLk AND EXTEND U,J W MINE PAST SUPPORTING PILES ENO. 0 L .. / ; 5 ALLSUPP.EMENTALCH4NNELS 10 St ANCHORED TO THE FOUNUAIpN WTIR N DW.1.IA SIMPSON MEN ND SCREW ANCHORS TOR APPROVED D l — I L 1 EOUIVALENE;AT A MAXIMUM SPACING•SOC.ANCHORS TO SE CENTERED ON F-LLI ;;/;' EI RESIDENCE �� OVERALL PARCEL PLAN TA FIELD AALLETIE CENTER E02 TH CHANNEL CD -' Everett 4504 Way. N.T.$ 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE X,7 Fi lY EVtlltlD WA 98203 ATTACHMENT IOCATIONS ARE e'THICK MINIMUM WITH 28 HEIGHT Z W ' L (MEASURED FROM DFTO TO TICONCI MNIMIM FIELD VERIFY EXISTING / CONCRETE SLAB-COL GRAVE AISL k ATTACHMENTS a'THICK MINIMUM. O a IT PARCEL DIMENSIONS PROVIDED BY CITY OF SNOHOMISH NOT TO AREA OF SCALE.PROPERTY LINE ANILDSRERESUENCE LOCATING DIMENSIONS OATH IXICATF /WORK ASTER SK'1 APPROXIMATED PER SNOHOMISH CCJNTY MAP AND SEATTLE PRIMARY DEPARTMENT OF CONSTRUCTION AND INSPECTIONS G S MAPPINGS. } ENTRANCE NOT TORE USED FOR LEGAL PURPCGES. V STE FEATURES AND EXSTING STRUCTURES ON ALMACENT PARCELS NOT , �il -!1 SHOWN FOR U.' PILES I 13.PILES SHALD RE L BE INSTALLED IO A MINIMUM SIP OF It OR UNTIL -I � POST SITE PLAN LEGEND REFUSAL WHICHEVER IS SHALLOWER. ' N El EXISTING RESIDENCE STRUCTURE DRIVEN PILEXEFUS�CRR£RIA. ADVANCEMENT OF THE PILE SHALL CONTINUE UNTIL A WORKING 9A EXISTING ADJACENT STRUCTURE PRESSURE IS ACNEVEO TO,PROVIDE TOE SPECIRE0 MINABIMVERTICAL lE HELICAL Y _ CAPAGIET WITH A SAFETY FACTOR 0i NO LESS TASTE TWO ADVANCEMENT AREA OF PROPOSED WORK SHALL BE HALTED INMEQPTELY If THE STRUCTURE BEGINS TO EXPERIENCE • PIE...DER -- UPLIFT=IEXLRE ,xc POST Iw6T I PROPERTY } 1 • aI RI MOW,OC MA% HEMS PILE REFUSAL CRITERIA �y APPROXIMATE DIMENSION TOROVINCOF THE PILE SRAM_CONTINUE UNTIL.A HYMN"IC PRESSURE 0 MrIINIFai6M 8I "'" IS ACHIEVED TO PROVIDE TILE SPECIFIER MINIMUM VERTICAL CAPACITY WITH CAIEPLENITHNAT 1 y A WE,rsoyon OP NO LCSS THAN TWD ADVANCEMENT SHALL BE HALTED yy1 MAX OF CORNER YX HELICAL PILE IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERENCF UPLRFEXURE Nn 4..E. - HI PILES @-.e-O.0.MAIL ,a.=,A,. ;2 STASILLOC PILE 99iggralill • 7 ® EXISTING POST }.•. S • • • ��Z► 4504 Evergreen (9 Way,Everett,WA i 2B'_B-' / 98203 • S221213-1XR 3' 1, 3• 0 s NJ • LOT SIZE: F 0.66 ACRE(S)(28,750 ? MRT SOFT) e PILE 9PACNGBLOAOREIORIA@I18TAME 3 8/27/23 BUILDING LOT 1O, r•.=Emoting Rol NAN0.C.SPACNGO NN VERTCALCAPACTT,94 PROOFTEBTINGL0AO.4AM OIOMNL LINAIW I COVERAGE: •1T4 IEEE ROTATE LOCATION ..- 9 M(2568 SOFT) -3r9 12 .L=3'HMADSI Pile ITS OFFSET ALLOIIAMFLOAONO 12NYYNTNEATOL 10R000 FIESSRE TORQUE PRESSURE -..--.- G.3'Conce2L7M Met 1/4'=1'-O" i 0.27.16 MOMS 5V 29 MAX SOW map I DF • __-- - -- 5re C=PMyummwnaliR 11. XOA 7RNEN FP74WVI 12016 Moro arB .nB 1'. M4 IELCAL Stl 2.0MM IIOro 22aro - - PARCEL NO. -I 3/8s/e wNP 00805502201300 rs r.nn T NOTE* LEGAL DESCRIPTION ss.Y. � ± a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HEUCAL ASSEMBLIES SHALL BE SPECIFIED HY THE PILE VICTORY HEIGHTS ADO TO EVERETT BLK 022 D.00-LOT 13 q( A30 MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE TILE REOUIRED BEARING TGW TH PTN DAF BEG NE COR LOT LOTH SOi'07 DOE ALA E ; �� N .�'-, CAPACITY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT IN SD LOT 12 DIST OF 6S.48FT TH N64.1804W DIST OF 1R 9 '1 EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM 1T0.8TFT TH N89'4031W DIST OF 134.2TFT TAP ONW LN 'y vnluC'VX I•,PAF>•ie i INSTALLATION TORQUE RATING OF 8.300FT'LRS FOR A 2-7/8 INCH DIAMETER HEUCAL PILE WITH 0.203 INCH SHAFT WALL SD LOT 12 TN NO2'12 39E ALGW LN SD LOT 12 DIST OF or THICKNESS PER FSR-3750. 18.O1FT TO NW CORSO LOT 12 S PT ALSO BEARS N89'40 C C } 31W FR POB TH S89'4031E ALG N LN SD LOT I2 DIST OF ` y4A1FFPJ 2y.;6 •N' b.FOR HELICAL PILES.PER IDEAL BRACKET I DWG ND.:2]2A KIPS. THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27/e' C TTO -,.(1., c°"N TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 29 KIPS. NO 941 T TO POB PER CITY OF EVT BLA 1474-17,94 AEC AF -21]aA C.HEUCAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC..IN ACCORDANCE WITH ESR-3750. NO 94122102438 SURV AEC AF NO 9412215008 - d.CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABIL-LOG SYSTEMS.LLC,IN ACCORDANCE WITH I. :(°--:o^^.Q p I.r c w.--li' a,PILE OH ANCHOR LOADS NOT 10 EXCEED MAXIMUM CAPACI IV AS UE I ERMINED BY I HE MANUFAC T UHEA FOR FOR A ANY PART OWNER NAME B ADDRESS • OF THE ASSEMBLY. MCCORD MELISSA NSCHMIOT HERMAN W 111 R&R LEVEL SURVEY I.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. 4504 Evergreen Way,EYemg,WA 98203 SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS g.HELICAL PILE CAPS WILL BE PLACED ON HELICAL PILES 3 AND 4. • NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN a • v. 1