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. ... . � . .... ;ti:-�•-s r.•_.. . . _ ._- . _ ___._ . . . ..__ ._.._ _ __ - _ .. . . . . . . . _ . .____ .. . _; . - . .. . . __._._ . __ . . . . .__.___.__.._.. _. ... _.. ._ . .. . . .. ... . . ... . . . _-_ - . -_ _ . , <br /> Permit#: 81702-010 <br /> Site Address: 3313 OAKES AVE NN/f(�i <br /> Owner: RAINIER BUILQIN6 CORPORATION <br /> Tenant: [TenName] <br /> App.Date: 2/7/2017 <br /> �:� z :;: <br /> _ f ; ,t Proposed Use: NEW .SFR <br /> '<�` - Descriptian: NEW SFR DWEWNG <br /> � � <br /> „ �owes�ior,e Reviewed By: " Date: <br /> PROJECT SUMMARY BUILDING CODE PRo�ECT � c�'",''r°vrm��` �pfficeSet �obs�teset Fire/PlanningSet <br /> SITE � � � : � <, ,._. . �� <br /> THE SITE IS AN EXISTING VACANT LOT THAT SLOPES TO THE EAST. SITEWORK SHALL INCLUDE REGRADING SITE, EXCAVATING FOR CODE COMPLIANCE: _ - <br /> FOOTINGS, FOUNDATION, DRIVEWAY,AND CONSTRUCTION OF STORMWATER RETAINING SYSTEM. THIS DUPLEX RESIDENCE AND INFILL RESIDENCE("COTTAGE UNIT") SHALL BE s3�3 oakes Ave�ue . - C'dlt J . �U15UI1 - 1',rCrllteCt I�LLC� <br /> OWNER OF THIS PROPERTY OWNS PROPERTY TO THE NORTH AND WILL GRANT AN ACCESS EASEMENT TO THE PROJECT SITE. CONSTRUCTED TO PROVIDE FULL COMPLIANCE T0:THE 2015 RESIDENTIAL CODE WITH _ �:�r� <br /> THIS ACCESS HAS BEEN APPROVED BY THE CITY OF EVERETT PLANNING DEPARTMENT. STATE AMENDMENTS,2015 INTERNATIONAL MECHANICAL CODE (INCLUDING Z�J623 ZOt�1 AVe. �U <br /> A 3 LEVEL RESIDENTIAL DUPLEX (W/ATTACHED GARAGES-2 PARKING SPACES PER UNIT)AND A 2 LEVEL DETACHED SINGLE INTERNATIONAL FUEL GAS CODE)WITH STATE AMENDMENTS, 2015 INTERNATI ONAL _ PROJ ECT �' <br /> FAMILY RESIDENCE (W/ATTACHED GARAGE- 1 PARKING SPACE)WILL BE CONSTRUCTED ON THIS SITE. FIRE SITE BOt�1ell, WA 98021 <br /> CODE WITH STATE AMENDMENTS, 2015 UNIFORM PLUMBING CODE WITH STATE � .. <br /> AMENDMENTS, 2015 WASHINGTON STATE ENERGY CODE(WAC 51-11). , 3,3oakestive��e 425-806-3703 <br /> SITE & ZONING DATA DEFERRED SUBMITTALS: � VVWWCa�ICOlS011AYC111teCt.COI11 <br /> ALL DESIGN-BUILD DRAWINGS AND APPLICATIONS FOR THE FOLLOWING PERMITS WILL <br /> PROJECT ADDRESS: BE SUBMITTED BY THE GENERAL CONTRACTOR AT A LATER DATE: � C01111TleYCla.l BL ReS1C�e11tlal <br /> 3313 OAKES AVE. a) ELECTRICAL, b) MECHANICAL,c) PLUMBING, � <br /> EVERETT, WA 98201 d)WATER METER,e)SIDE SEWER. g) FIRE SPRINKLER - ,;;, � ArC�1lteCtUYe <br /> � <br /> PROJECT OWNER: BUILDING CODE <br /> RAINIER BUILDING CORPORATION 2015 INTERNATIONAL RESIDENTIAL CODE SITE LOCATION MAP AREA VICINITY MAP 3313 O akes Ave. <br /> TAX LOT NUMBER: ENERGY CODE <br /> 00439079400700 2015 WASHINGTON ENERGY CODE W/PRESCRIPTIVE PERFORMANCE PROJ ECT TEAM Ap artments <br /> LEGAL DESCRIPTION: OCCUPANCY GROUP Pro�ect 1�ddress <br /> LOTS 7 AND 8 IN BLOCK 794 OF EVERETT LAND COMPANY'S R-3 OWNERS ARCHITECT STRUCTURAL ENGINEER CIVIL ENGINEER <br /> FIRST ADDITION TO EVERETT, ACCORDING TO THE PLAT RAINIER BUILDING CORP. CARL J. COLSON -ARCHITECT PLLC SOUND STRUCTURAL SOLUTIONS, INC. HARMSEN &ASSOCIATES, �N�. 3313 Oakes Ave. <br /> THEREOF RECORDED IN VOLUME 3 OF PLATS OF PLATS AT PAGE CONSTRUCTION TYPE P.O. BOX 1947 23623 20T!-!AVE W. 6628 212th St SW#205 $4o SE 8th St. Everett WA 98206 <br /> 20, RECORDS OF SNOHOMISH COUNTY,WASHINGTON. TYPE V-B EVERETT,WA 98206 BOTHELL, WA 98021 LYNNWOOD, WA 98036 OAK HARBOR, WA � � <br /> Tel: 425-864-4060 Tel: (425) 806-3703 Tel: (425) 778-1023 Tel: (360) 282-3063 <br /> SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS BUILDING HEIGHT Fax: Fax: - Fax: Fax: <br /> OF RECORD. SEE SHEET A-3.1 AND a-3.2 OF THIS SET OF DRAWINGS FOR PROPOSED BUILDING <br /> HEIGHTS. Contact: CHRIS DUGOVICH Contact: CARL COLSON Contact: RON SKINNER, P.E. Contact: MICHAEL RYAN, P.E. <br /> SURVEY BENCHMARK: <br /> CITY OF EVERETT CONTROL STATION INCA 7. 2" BRASS DISK SEPARATIONS SURVEYOR LANDSCAPE ARCHiTECT <br /> STAMPED INCA 7LOCATED ON THE EAST SIDE OF TRAFFIC THERE IS AN ATTACHED GARAGE AT EACH RESIDENCE LOVELL SAUERLAND &ASSOCIATES, INC. TOBIASON &COMPANY, INC. <br /> ISLAND AT THE INTERSECTION OF 33rd STREET AND LOMBARD SEE GARAGE/LIVING AREA SEPARATION NOTES ON SHEET A-2.1 AND A-4.1. Pro�ect Client <br /> AVENUE 19217 36th AVE. W., Suite 106 20434 10th Place SW � <br /> WALL RATINGS AT DETACHED SINGLE FAMILY RESIDENCES LYNNWOOD,WA 98036 Seattle,WA 98166-4106 Rainler Building Corp. <br /> ELEVATION : 115.80 INTERIOR BEARING&NON-BEARING WALLS: NO RATING REQUIRED Tel: (425)775-1591 Tel: (206) 824-1133 P.O. BOY 1�4� <br /> EXTERIOR BEARING WALLS: NO RATWG REQUIRED Fax: . Fax: . E�-e�ett, Wl� 98206 <br /> DATUM : NAVD 88 EXTERIOR NON-BEARING WALLS: NO RATING REQUIRED Contact: JEFF TREIBER Contact: LAUREY TOBIASON <br /> CEILINGS- FLOORS: NO RATING REQUIRED Sheet Title <br /> TBM :TOP OF IRON PIPE MONUMENT IN CASE AT THE SEE GARAGE/LIVING AREA SEPARATION NOTES ON SHEET A-2.1 AND A-4.1. � <br /> INTERSECTION OF 33rd STREETAND OAKES AVENUE (14' NORTH FIRE, INSULATION, ENERGY CODE DRAWING LIST Cover Sheet - Proj ect <br /> &21.97 FEET) STAIRWAY/STEPS CONSTRUCTION <br /> WOOD CONSTRUCTION W/WOOD RISERS AND TREADS. FIRE PROTECTION SYSTEM ARCHITECTURAL <br /> ELEVATION : 148.14 SEE STAIR NOTES ON SHEET A-4.1 FOR ADDITIONAL INFORMATION. PER EVERETT CITY CODE/FIRE MARSHALL AND FIRE CODE,THE UNIT#3 RESIDENCE IS D ata <br /> REQUIRED TO BE SPRINKLERED. A-1.1 PROJECT DATA&COVER SHEET <br /> PROJECT ZONING: ACCESSIBLE UNITS A-1.2 PROJECT GENERAL NOTES <br /> R-4 PER THE 2015 I.R.C., SINGLE FAMILY RESIDENCES ARE NOT REQUIRED TO BE INSULATION DATA/ENERGY CODE REQUIREMENTS A-2.1 UNITS 1,2, 3: LEVEL 1 FLOOR PLAN <br /> ACCESSIBLE UNITS AS DEFINED BY THE ACCESSIBILITY SECTION OF THE CODE. INSULATION VALUES DETERMINED BY PRESCRIPTIVE APPROACH PER 2015 A-2.2 UNITS 1, 2, 3: LEVEL 2 FLOOR PLAN <br /> LOT SIZE: �:niv� it,i�ri�, �i�.;,i � �'ivirJ,, WASHINGTON STATE ENERGY CODE. THIS RESIDENCE WILL BE HEATED WITH A HIGH A-2.2 UNITS 1,2: LEVEL 3 FLOOR PLAN & PARTY WALL <br /> "HER EQUIPMENT OR APPURTEF <br /> LOT SIZE (0.14 ACRES) 5993 S.F. ;Y NOT BE LOCATED IN THE FRC RECYCLE&GARBAGE STORAGE AREAS EFFICIENCY GAS FIRED FORCED AIR FURNACE(W/AIR CONDITIONING AND A SECTION <br /> ' �.SIDE SETBACKS. PROPANE 1� THIS RESIDENCE WILL STORE GARBAGE AND RECYCLE MATERIALS IN BINS WITHIN THE THERMOSTAT FOR TEMPERATURE CONTROL). A-2.3 UNITS 1, 2, 3: ROOF PLAN & ROOF NOTES <br /> BUILDING SETBACKS: " GARAGE. A DUMPSTER(WITHIN A TRASH ENCLOSURE)WILL BE LOCATED TO THE DOMESTIC HOT WATER WILL BE PROVIDED BY A GAS HIGH EFFICIENCY WA7ER A-2.4 ELECTRICAL FIXTURE PLAN- LEVEL 1 <br /> �-QU'�RE ADDITIONAL PFP�'�rc ��� <br /> FRONT SETBACK 20' ' TNE eVERETT FIR'r ACCESS DRIVEWAY FOR THIS PROJECT. HEATER. A-2.5 ELECTRICAL FIXTURE PLAN - LEVEL 2 Professional Stamn . <br /> SIDE SETBACK 5' EACH RESIDENTIAL UNIT WILL HAVE STORAGE CLOSETS TO STORE COMMON REFER TO THE ENERGY CODE CALCULATIONS FOR REQUIRED WSULATION VALUES. IN A-3.1 UNITS 1, 2: EXTERIOR BUILDING ELEVATIONS 7543 <br /> REAR SETBACK NONE RESIDENTIAL HOUSEHOLD ITEMS. ORDER TO MEET A PORTION OF THE 3.5 CREDITS REQUIRED THE FOLLOWING A-3.2 UNIT 3: EXTERIOR BUILDING ELEVATIONS REGISTERE <br /> INSULATION VALUES ARE PROPOSED: A-4.1 BUILDING SECTION& NOTES ARCHITECT <br /> LOT COVERAGE: HAZARDOUS MATERIAL WALLS R-21, CEILING(ATTIC) R-49, FLOORS OVER UNHEATED SPACE R-30. A-4.2 PARTIAL WALL SECTIONS G�IG� __. <br /> UNIT 1 &2 &3 FOOTPRINT W,% PORCHES 2604' S.F. THIS IS A RESIDENTIAL PROJECT AND NO HAZARDOUS MATERIAL WILL BE HANDLED OR (SEE ENERGY CODE ON SHEET A-6.1 FOR ADDITIONAL REQUIRED ENERGY CODE A-5.1 DOOR&WINDOW DETAILS <br /> %LOT COVERAGE (2604/ �993) 43% , STORED AT THIS PROJECT. CREDITS) A-6.1 ENERGY CODE CALCULATIONS CARL J. COLSON <br /> _ _ :_�..:.:,, �� .�.���,y:.:;��i �Jr. ; it. <br /> S ATE OF WASHINGTO <br /> IMPERVIOUS AREAS: -' =:.��'� `�,"-,';:�'�.� �;u,I�ll�b F;.;�; : <br /> r t CONSTRUCTION EROSION CONTROL STRUCTURAL <br /> IMPERVIOUS AREA 4892 S.F. CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND APPROVED BY S-1.0 GENERAL NOTES <br /> (INCLUDES ROOF OVcRHANG& PORCHES, PAVING) BUILDING DEPARTMENT PRIOR TO ANY EARTH DISTURBANCE. CALL BUILDING S-1.1 GENERAL NOTES <br /> BUILDING CODE AND AREA CALCULATIONS DEPARTMENT TO SCHEDULE AN WSPECTION APPOINTMENT FOR THIS ITEM. S-1.2 ABBREVIATIONS Document Set T���e: <br /> LANDSCAPEARE!'�: -r���8-� s�:-r:�`tZ,�►;��� t���,:?f�; . <br /> . S-2.0 FOUNDATION PLAN ISSUED FOR PERl'�TIT: FEB. 6, 2017 <br /> LANDSCAPE ARE_A 1832 S.F. (30%) ��ER GROUND) REQUIRE� CODE STANDARD ADDRESS SIGNAGE S-2.1 LEVEL 2 FRAMING PLAN <br /> e� ��-,� ��� �� 2015 INTERNATIONAL RESIDENTIAL CODE W/STATE OF WASHINGTON AMENDMENTS TEMPORARY ADDRESSING OF THE RESIDENTIAL UNITS SHALL BE CLEARLY VISIBLE S-2.3 LEVEL 3 FRAMING PLAN - <br /> BUILDING HEI�HT @ UNIT 1-2: � � FROM THE PUBLIC RIGHT OF WAY PRIOR TO CONSTRUCTION OF COMBUSTIBLE S-2.4 ROOF FRAMING PLAN i Revision Schedule <br /> MAXIMUM A��LOWABLE HEIGHT 45' UNIT 1 &2 (DUPLEX UNITS) MATERIALS. S-3.0 DETAILS <br /> PROPOSE� HEIGHT 33'-3° (AREAS SHOWN ARE FOR EACH UNIT) PERMANENT ADDRESSING OF THE RESIDENTIAL UNIT SHALL BE CLEARLY S-3.1 DETAILS I' Rev. �� , <br /> VISIBLE FROM THE PUBLIC RIGHT OF WAY ON PRIOR TO CERTIFICATE OF OCCUPANCY. S-4.0 DETAILS # Date Description � <br /> BUILDIN;,a HEIGHT @ UNIT 3: ��r -�-hs� ������g ��, j;-,;��;�; OCCUPANCY NUMBER OF STORIES BUILDINGS SHALL HAVE S-4.1 DETAILS <br /> MAXIM,'UM ALLOWABLE HEIGHT 45' R-3 TWO STORY W/DAYLIGHT BASEMENT APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR S-4.2 DETAILS ** ** <br /> PROPOSED HEIGHT 26'-10 3/4" � .� ,�,,�,� �� APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE S-4.3 DETAILS ', 1 i � * <br /> ���m���� 1�` �'''`T� "~` LOCATION CONDITIONED UNCONDITIONED AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. S-4.4 DETAILS ' <br /> OREN SPACE: � l�echani�al � <br /> LEVEL 1 (GARAGE/STORAGE/STAIRS) 275 SQ FT 474 SQ FT(GARAGE) THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. � <br /> UNIT 1 (PORCH &COVERED DECK) 111 S.F. -� �,t LEVEL 2(LIVING, DINING, KITCHEN) 715 SQ FT 0 SQ FT ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. <br /> ��'��'��" LEVEL 3(BEDROOMS, BATHROOMS) 634 SQ FT 0 SQ FT r <br /> UNIT 2 (PORCH &COVERED DECK) 111 S.F. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE <br /> UNIT 1 (YARD &COVERED DECK) 444 S.F. TOTAL 1624 SQ FT 474 SQ FT WIDTH OF 1/2 INCH(12.7 MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND <br /> THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY,A MONUMENT, <br /> PARKING: FRONT PORCH AREA 0 SQ FT 110 SQ FT POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUC7URE. � <br /> UNIT 1 (IN GARAGE) 2 SPACES REAR PORCH AREA 0 SQ FT 71 SQ FT - <br /> UNIT 2 (IN GARAGE) 2 SPACES �[ is ow-er� resp�rt�ibi�i�1 to es6���isu �f+� ��Kfl� SUBMITTALS <br /> EANNIN�E7�PT. INS��C:Ti�N Ft��UIRED <br /> �RIORTO RE UEST FOR FINAL INSPECTION DRI�WING USE NOTIFICI-�TION <br /> UNIT 3(IN GARAGE) 1 SPACE p;o;ie,ty �ines. UNIT 3(COTTAGE UNIT) Q <br /> (UNIT 3 IS AN INFILL RESIDENCE AND REQUIRES ONLY 1 PARKING IF BUILDING IS �'vI� POSITi�;��:i� fi; OCCUPANCY NUMBER OF STORIES <br /> THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE CONTRACTOR TO �` LandseaPing Fencing $(� This set of drawings is being issued as a Progress or Permit Set oE <br /> SPACE FOR A TWO BEDROOM UNIT) INDICATED ON APPRCVED SITE YLATv, R-3 TWO STORY VERIFY EACH CONDITION WITH THE PRODUCT MANUFACTURER OR SUPPLIER, ,-�...�.Environmentaily Sens�ive Aree Drawings and is subject to change and adding of additional information <br /> A NEW SITE PLAN SHALL BE SUBMI I'- AND/OR LOCAL JURISDICTIONS FOR THEIR REQUIREMENTS PRIOR TO ,,,�„.��het' and drawings as required by review of the Building Department in the <br /> jurisdiction where this project is located. <br /> CRITICAL AREAS/WETLANDS THIS SITE HAS NO CRITICAL TED. No FU�.�HER INSr�ECTi�r�.s wg���. LOCATION CONDITIONED UNCONDITIONED SUBMITTING A BID TO THE OWNER OR PROCEEDING WITH WORK. '��� Do�ToT usE 7�xis nR��r�rNc7 Fox co�sTxucTloN uN1.Ess <br /> AREAS OR WETLANDS. BE MAD,; ON THIS PRO�ECT UNTIL T���: LEVEL 1 (GAR./BEDROOM/STAIRS) 494 SQ FT 231 SQ FT(GARAGE) THE ITEMS OUTLINED BELOW ARE NOT NTENDED TO BE AN EXHAUSTIVE ',�t25)2�7-f�7�a. �.� .�._ _�7'd-'I w , „ � THIs nR�wING tr.�s.��t,TT1,D1�G DFP.�x1�IEi�T°.�Pi�Ro`�r�r�° <br /> ANALYSIS OF ALL POSSIBLE AREAS OF CONCERN OR CONFLICT, BUT RATHER S'r���iP�PPLIED B�THF.I3L'II,DING D�P�RT;�IENT U1�o� <br /> REVISEI3 SITE PLAN HAS BEEN APPROV- LEVEL 2 LIV., DINING, KITCHEN, B.R.) 709 SQ FT 0 SQ FT TO SERVE AS A BEGINNING POINT IN IDENTIFYING COMMONLY OVERLOOKED CO�IPLETION oF'rxE I�Ex�[IT xEv1E�t�1��toCFss. <br /> TRANSIT SERVICE THE NEAREST TRANSIT STOP IS AT 34th Ave FD 13� 7'�-iE gCJ;I�T�I,T•1C��pUBLIC WORi�.�. TOTAL ( 1203 SQ FT 231 SQ FT AREAS IN THE CONSTRUCTION PROCESS. i P ii - nless <br /> AND BROADWAY(2 BLOCKS FROM THE SITE) q>�,�,-�,S Do not use this drawing foi Bidding or Estimatti g t poses u <br /> 1. REVIEW MANUFACTURER'S PRODUCT LITERATURE FOR INSTALLATION - '�'��'Jt� AS 7VOTEL"� <br /> FRONT PORCH AREA 0 SQ FT 72 SQ FT ��;n Zonin � �' authorized bj�Client.During Construction Phase,the Clients General <br /> SITE WORK: � INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRUCTION TYPE. 9, SEPA and discretionar�,: � <br /> THIS PROJECT WILL REQUIRE SITE GRADING. REFER TO CIVIL ` UPPER DECK AREA 0 SQ FT 73 SQ FT A. HVAC EQUIPMENT AND DUCTING permtt requirements. Contraccor(Builder)or De�-eloper shall be responsible for ensuring that all � <br /> ENGINEERS GRADING AND UTILITIES DRAWINGS FOR SCOPE AND C�,RADING AND DRAINAC�E B. RECESSED AND SEMI-RECESSED LIGHTING � . . Construction Personnel of the General Contractor and 111 Subcontracrors <br /> AREAS OF ALL SITE WORK. SITE WORK INCLUDES GRADING AND TOTAL AREA CALCULATIONS � �, - �?�t� �� �3; ;�! aie supplied�vith all,-1 ror�ed and most cuuent documents. <br /> C. ALL EXHAUST FANS AND DUCTING ` �'�f ARCHITECTURAL COPYRIGHT <br /> EXCAVATION FOR FOOTINGS AND SEPTIC SYSTEM, AND <br /> I. Provisions sha11 be made for the control ard d-�ina�e of s�rrfau� GAR GE AREA PROJECTOTOTAL ��79 SQ FT D. BATH TUB AND SHOWER ENCLOSURES y <br /> UNDERGROUND UTILITIES. water around buildings py; gutters, drain lines, infets ar,d catct; E. RECEPTACLE BOXES(I.E.,T.V.,TELEPHONE, ELECTRICAL, PLUMBING) <br /> basins or other necessar draina p UPPER DECK AREA PROJECT TOTAL 215 SQ FT 2. COORDINATE WITH THE FOLLOWING UTILITIES AND COMPLY This sheec of dLa��ings rna}�iioc be reproduced in any foim wichouc <br /> piior approval of Carl J. Colson-.-lrchitect P11C. <br /> Y g.. struetures and shali be instuli��i� PORCH AREA PROJECT TOTAL 292 SQ FT WITH LOCAL JURISDICTIONAL REQUIREMENTS. These document,the ideas,and designs incorporated herein as an <br /> SITE DESIGN DATA where storm water disp�sal eannot b� obt�in�d without their use ot A. GAS UTILITY instrument of service shall remain the property of Carl J.Colson- <br /> SEISMIC: SEISMIC DESIGN CATEGORY: D _SITE CLASS: C_ where erosi�n cannot be r <br /> SEISMIC USE GROUP: II WIND: BASIC WIND SPEED: 85 MPH_ p event.;d by finish grading and ,�la�stir� �. B.TELEPHONE UTILITY <br /> _lrchitect PLLC and are solely for the use on this project only.These <br /> WIND EXPOSURE: B <br /> - �'y welis shall not be installed in areas �vh�re the soif .i; ri�t w�.l! C. CABLE T.V. UTILITY files,dra�vings,ideas,or designs ma}�not be tramsmitted electronicall}� <br /> BUILDING CATEGORY: II_SNOW LOADS 25 PSF_DESIGN LOADS draii�Lc� �,;;�,'�;„ ;, :;,;`;�. <br /> PER CHAPTER 3 OF 2015 INTERNATIONAL RESIDENTIAL CODE D. POWER UTILITY �vithout express permission of.lrchitect They are not be used by the <br /> SOIL BEARING CAPACITY: 3000 PSFPERGEOTECHNICAL REPORT �. �,���;,j Vr_�� �; r` E. TRASH SERVICE <br /> F. LOCAL UTILITY DISTRICT client or an��other part��or entiry on other projects,in whole or part,or <br /> VERIFYSOIL BEARING W/GEOTECH " P�"`�d`��1 t� f. �;re° 1s an e�tension to this project escept b�•agreement in�vriting�vith <br /> (a) Diversion of water away from buildings. FOR: appropriate financial compensation to Carl J.Colson-.lrchirect PLLC. <br /> 1. SAN�TARY SE�/dER Cop�right Carl J.Colson-PLI,C,201%.�11 iights reserved.� <br /> (b) Preven tion of standing water and soii sat�ra#;nn ��trR,;,:�;_�f.„ 2.WATER SUPPLY <br /> GEOTECHNICAL REPORT <br /> to structures and lot use. 4.THE FOLLOWING ITEMS SHALL BE DESIGN/BUILD SYSTEMS. AND SHALL 8E <br /> A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THIS PROJECT AND SHALL BE APPLIED FOR BY THE CONTRACTOR AT A LATER DATE. THE CONTRACTOR Project Number <br /> (c) That natural drainage channels or basins ar� n�#. bto� 2016-04 <br /> REVIEWED BY ALL PROJECT BIDDERS WHEN PRICING WORK FOR THIS PROJECT. fiiled. �Ce� K'� SHALL PROVIDE A COMPLETE SYSTEM TO THE OWNER,WHICH COMPLIES WITH __ <br /> THIS REPORT HAS BEEN PREPARED BY GEOTEST SERVICES INC ON DEC. 9,2016. sheet�ssue Date � <br /> (d) Provisions for the dis ALL JURISDICTIONAL REQUIREMENTS. 03/13/13 � <br /> ALL REQUIREMENTS AND INFORMATION INCLUDED IN THAT REPORT SHALL BE posal af water frorv� � ��. 1. BUILDING ELECTRICAL. <br /> INCORPORATED INTO THIS PROJECT-THIS INCLUDES SOIL EXCAVATION, SHORING,AND +�el Protection af adjoining propert,�a 2. PLUMBING SYSTEM Dra��v�ey - <br /> COMPACTION REQUIREMENTS. 3. MECHANICAL/HEATING SYSTEM Author �; Cover Sheet-Project Data <br /> � <br /> Scale I <br /> �� 12" = 1'-0" �I Sheet Plot Gate2/6/2017 9:56:33 AM <br /> � v�►�ww.CarlColsonArchitect.com <br />