Loading...
Plans (294) \\-\c' T 4"C'V.': - LEGEND: - ss SANITARY SEWER Pacific i . , 1 ' 1��. 1 I 1 ,,, i ' 1 1 - ; Community STORM DRAIN �� 1� ��--- j�' - � �� �� —w WATER LINE Design vim , 12564 SW Main Street — — • • MANHOLE Tigard,OR 97223 — — — � — O CATCH BASIN [T]503-941-9484 v,,,7 ,,,,,,, DATE: 6/8/2017 /GZ 3.00' ALLEY M TRACT M REVISIONS � NO. DATE DESCRIPTION PUE, TYP. 333.2 \ 5.00' 332.5 STREET LIGHT - - emw STRAW WATTLE PERIMETER -, I m 1 - m = -- -, 1E1– –I_-1 EROSION CONTROL - - - - -I, H H 1 i - - - H i i �1�► FLOW DIRECTION ARROW 11 i GARAGE i 1 1 °� 1 I 1 \ 1 1 I STREET SECTION, SEE 5.00' 10 1 5.00' i f\ I I CONSTRUCTION DOCUMENTS III - T - 332 _ - I + _ - I - f--! 333 - _ a --334- 1 335 i -- _ I --- ; = 186 _— 337 336- 1 _ SETBACK SUMMARY 188 _- + r- -_187_ - — 2,560 SF-_ --339-338- NM FRONT SETBACK: 12' - 11- -__ m ___ — _ --- - -340 - __ I - __ _T_ SIDE SETBACK: 3' 341 -_._ I I I - t=o-_-+---BUILDING: 1 ..-_-_ , I 1 .__�. n _ ,„-- *. ao i 40A 1 185 � 184 I STREET SIDE SETBACK: 8' I :T I UFF=343.6 I r I i FRONT PORCH SETBACK: 8' 3 s1- _ I I GFF=333.4 11 i i REAR SETBACK: 3' ci 1111 �� 1V � / I 11 lj 1 o sJl 1 6.00' 1 1]_/jT-iit± 1 o I°-_o! _ — LOT COVERAGE: I` _ i17.25'J L- L— — RIVER .13.29'— — _ LOT AREA: 2,560 SF __ - - - - - - - - - - - — TERRACE co 11111131 dm BUILDING FOOTPRINT: 1,247 SF EAST w� - �� ° 32 ( 3 34n1.3 341.0 COVERED PORCH: 62 SF 0-5 awja P VISI �� "0 COVERED REAR PATIO: 0 SF WATER METER ' - STORM LATERAL i CANTILEVER LIVING SPACE: 0 SF o S — °5 — = 5 - -� 55 - 55 LOT 186 o (1) YELLOWWOOD/ SANITARY LATERAL DECK AREA: 0 SF PLOT PLAN -�/\� CLADRASTIS KENTUCKIA � f ^� i - SD S SD m ---- 0. SD ___-_.-._._ TOTAL COVERAGE: 1,309 SF 3y �,37) - ur -- tAdSW FRIENDLY , — r_.-- �, 51.1 % LANE - a_ N ) A IMPERVIOUS AREA: 1,143 SF Q a E o a U O o POLYGON NORTHWEST (503) 221 -1920 (i) CI PROJECT NO.: 395-041 QTYPE: CONSTRUCTION O 251 W6 SCALE REVIEWED BY: PRE LOT 186 (R-25, SMALL) 0 iiiiij!!!!!! 20 RIVER TERRACE EAST 1 INCH=20 FEET 16899 SW FRIENDLY LANE U a z 93 D Dy ! rn o11 "0 � 0 y on nmZ o z I I Z -a Z o = o A 5TH" z 4'-0' t 10'$1/2 t 29'-41/? t 13'-8' n 0 o 2. .. 111 m c_nm N e 4 1 81 �' cn cn cn m 1 r • Z Z Z OW p + A N A 1 . J3 `i w m ~ B2(10) tan 0 3 •7 a / / J5 (� 7 o m,mo › - - -- -- •�- - ---- Q zm�m�z�g��c» OS • • N-Ino- 2 V - -- - �/ — xZZOWmxt7mnK , . A 7 x ---noDNmr-ZG r A>zz,IL7-5-nmc�0o .p / .. c oxmnAm?,ai.z< N J2 a oo�0��°0��='<o N zmmzzoEnmzmo O Amo_mwZmZ�mDAo U- - \ o w a 'A • po 14'-81/2' 29'-41/2' 13'-8' -� 570 0. C ■ SHOP DRAWING SUBMITTAL REVIEW - XQ CONFORMS TO DESIGN CONCEPT 2 r This review is for general conformance with plans and specifications only. ® CONFORMS TO DESIGN CONCEPT W ITH m + Approvals are subject to contractor's performance within the confines of the REVISIONS NOTED contract documents. Review of dimensions will not serve to relieve the contractor ❑ NON-CONFORMING—REVISE&RESUBMIT o of contractual responsibility for any deviation from the contract requirements. n THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ° WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ Approved-as noted Note markings FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN �-a DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE = PRIORITY OVER THIS SHOP DRAWING. c _Field measurements or templates __Not approved-revise and By Alexia Date 3/3/17 required prior to fabrication resubmit 0 VISTASTRUCTURAL ENGINEERING,LLC MIIBRANDT ARCHITECTS H www.vistastructural.com. �► Z N By Dennis Heier Date:March 2,2017 -t o 0