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13300 SW 72ND AVENUE Designed Date awn pato Chocked — Data Revisions CRITERION EQUITIES 1, w, H G. TA AN 0 P6 LA EGON _ 1��Ill., VC cr,.u�+r•• Ill( -C,- r.11�,rF'}� - tlAr�� sw_..11� �'l =a�• \ I t$Iv- D` QLSLiZ— ttr frr��- .L t(xusr j*WG l Df 1 U =t: �. > G r( t. ? ; rAs•u(NA_ AI Ju ' , _(� • � ��( _ :!� , > A (3b0 \4J S '1 O` $w_ U00I or the �zW 1 ;_ I ;_ �,! _s,x DEVELOPMENT uA w if jI r f 1 1 1 I - fw , : �►, uue GROUP �r7. _ 3 REAL ESiniE DEVI'LOPMrtii •.i rl t;ES -- `' � - I k — I , ^"� WAYNE HEIKKALA � A l I > . I retS�v \i^f (206) 254.1800 Fw Suite 2C8, Cresrwcod ` �> 7la> 11818 Southeast Mili Plein Bovlevurd tw17nGAn 7A. Vuncouver, ),VA 766F4 / � iu 4 />I I lawT �. to 31 >r�rCAru.�J� r4.� Z • � • � � � � 6. fw>llly' �: � suurlvaws •y�ja " (lDA,.lI viii _ [[ —' sl �l• coati t •' ,syr Ir �� k LA �r fW _ 1 rrsfNN al As �ITP' .1. r7S • .9�ry� j I p� i 1A ' ? .q To7/cr .� 10 Ir•M•. •r./ r l ( ��, 1 +► s f vyo LAA; Cq „ry _ • _ I I Cr. I i s�c�tt'1.rte. r f r' �a �'\ • .� ` t t S L . 4 � It M t� s.vsOVNr1YVr_ �� sutiyir 4r W I � 1 � I o +• gal s '. i �+'!, p d(ti)� i.1nNo•�(b'.1•t�'' �` r V i a j. r JI,/ � rr }} ,r ar'$L r• "!(A I �G z _ ., y ;n I 1� 1''. �,• l L-- f •I sw 2 M, /r 3(•r -- '1 Nl t o +r •�. o''��;•� .; \ `'_ ``�. sw invwa � �` � 't2!tblf•�Q_" I : -- f A d ) f 1-- �_ ft �`i►f il• 4 •r (��'`��y sw cn(stvlrws S' �.w MEinuSE > to �t4 car."' j• .fi `\\ x 1'J s J C rs Js>C •I'��1b C/, � ! " $W r{{,W{�-,' !� i _ � ! vv Wli AA$f C I 11 S�(1�YY"D • r� �•vr;\777�� >,. r y >. ,�' Jr�ja }�(tSr V�(lY-SCI • r,. d W (DU(yQ�D�4fLJ rS � r t • `j`- '6��•. _1 O 1 Dire• .J I 1W I SN-, T4�� K7r f�fi($ I i ti(•(Virw •rill •V .(il $I tilQj I $W 41(• /E Clq > > l AI t LA Lm. �•1� r -fir• 1 �I �1Y zir Z tai' .11 l 161, Sw •�76ot(Irn v`'� \ ' J�r$ SW N /•� / Q sll,/.Irt,w �'� Iw r�.\ \. t 4/.ill lullr iyt cQsx L I t.( Ii 4r I /mccf (J T. IL l�1'lrr Ctoi. I £ (� MLw iVn4.A • ,v,l �j t )�� 1.711.1 I l� r Sw Sr�.17r 1.r11 • I �i�• Cn�_ t.u>,e j�► f: .an...1.. I — f.t1N( � O sw > .ky I,I 2 &ALLILL& \ '•i / `Io5' >��. I ` _..,/.� .nDl^ CITY OF TtG.A9D _ Approved......................................r....,............ ( (: QConditionally Approved ........................................ .pc For on;ythe wark,,acrih VICINITY MAP PERMIT NO See later to: FOIlo%v................................................ [ I: Attach.............................................. .� 4 ? 1 Jib Addlesc: ✓ J rC4l/ C� C•'.- \� ARCHITECTURAL: LANDSCAPE 0 j o COVER SHEET L- 1 LANDSCAPE TlDALATIN VALLEY FIRE MARSHAL OFFICE �Q APPROVED . . . . . . . . . . . . . . . . . . . (.] V I CONDITIONALLY APPROVED . . . . . . . [� S- 1 S PLAN , SITE LIGHTING APPROVAL OF PLANS IS NOT AN APPROVAL OFOMIS1 A- 1 CONSTRUCTLION ASSEMBLY GENERAL NOTES SEAAMA�T fa OV LETTE/ SELETTER A- 2 BUILDING ELEVATIONS PLF4DA I CML i a A- 3 BUILDING ELEVATION / GARAGE PLANS - A- 4 UNIT TYPE ' A' C - 1 �� . TITLE aD HE E T AND VICINITY MAP �..� A- 5 UNIT TYPE B C_ 2r � GENERAL NOTES) AND SPECIFICATIONS A— 6 UNIT TYPE ' C' C- 3 S PLAN o A— 7 BUILDING FLOOR PLANS C - 4 MASTER UTILITY PLAN o A- 8 ROOF PLAN / ROOF FRAMING PLAN C- 5 GRADING AND EROSIO "KT� . CONTROL PLAN A— 9 SECOND STORY FLOOR FRAMING PLAN C- 6 ON SITE STORM SEWER SYSTEM A-- 10 FIRST STORY FLOOR FRAMING PLAN C 7 ON SITE SANITARY SEWER SYSTEM A-- 11 FOUNDATION FLAN C- 8 ON SITE WATER SYSTEM A— 12 BUILDING SECTION #1 AND #2 C- 9F'1"*R _ erChitPCts , pcSTREET STORM & STREET IMPROVEMENTS 1»5SW Bow"CwryAd Lake Oswego.OR 97o3s(503)63s-3s i e -- 13 BUILDING SECTION #3 / TRASH ENCLOSURE C — 10 _ 101 E Sth Street / FIR STREET WATER & ScANITARY IMPROVEMENTS �� Vanc(wver,WA 9AQ60(:06)695-4:557 MAILBOXES � 25 Central Way 03M C— 11 D E TAILS U Ud Klrkanc WA 9=(A*)922 44.6 z A— 14 DETAILS yu C- 12 DETAILS �ti , A�— 15 DETAILS _ �� ,� COVER C- 13 72nd AVENUE STREET, STORM & � A- 16 CARPORTS shat No. WATER IMPROVEMENTS J PE RM i 1 # 9t.:.1I :I _ . , 2585 I FIF Pro act No. . r � ( I ( I I I I � I I � I I l 1 i I I j I l �tl�---•-I,. , .I,�. '..; I�I�...I.,_�,.. ,I�i_.,,i I_.._....._r>..._` I ,�F<...„, ,�. -„ ,,,. , . �;� � ::ate- +*�!• .. ..,.... 5 � 11 1' 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 111 5 t t t t t t t I 1*t t 1 ( (Z t 't t I t ! ! ! I II � ! I I 1 I I t I t I t t t 1 t ( t t I t I 5 I I I I �(I , ► l I 1ul r I I t I I f 5 5 ► 5 5 IlI ..� rn . I I I I I I I I 1 1 1 1 1 1 1 I� I I I I I• I I I I I I I I I I I I I I I I I I � Illlllilt ) - � I E: IF THIS MICROFILMED hl I ------ 3 4�. 5 • 6 7 8 9 6 1 I 12 DRAWING IS LESS CLEAR THAN Y. THIS NOTICE, IT IS DUE TO I THF OUAIITY OF THE ORIGINAL { DRA►OING. 1 QE 62 9Z LZ 92 SZ OZ Et- ZZ - 18 OZ tlf o1 it 91 SI t►I EI z 11 01 d 9 L 9 S tf E Z t (►tl�Itullnl�ulllllnllllllul5�uulllu�uulttit�tritdiu>!�Smb�alt��Eln,Slwulnu�trulnn�urlII111�r1rtNln�Ilttintt�ult11f11�nnlnu�tntlntl�nnlnit�Ilnlltu�llllltln�lutitnl�rllllrllt�rlll,lltlt�lutllnt�tntlltu�tlullW�lW�It11�Irullru�I11IIInl�tlttltltl�IWlu�► E 19 1991 Deskjil Date IDrawn —' Date - I Chocked Date Revision* S1U ._ —-- -- -- ---- NORTH 1 I � TIGARCD i PROJECT SITE / RALPH G TA. AN TLANDY ON OF o � the DEVELOP)MEENP AC:)DITIONAL 10' R/W REAL ESTATE DEVELOPMENT SEWICES STORAGE ENCLOSURE ID' DEEDICATIONTRASH ENCLOSURE WITH LIGHT PER � WAYNE .F'iEIKKALA _ — - —--- (206) 254.1800 ' r-IA I LESOX 641.50' N 87441 6 E -- I ----- I 2m'-3 ENGLOSUR — - ---- — --- ----- I_1Suile 208,Crestwood .2, 1m Vanc ver, Mill Plain Bulevard o � — _ VancouvarWA 98684 —"�L 1. � �T�L L •,_'s.-G.c c_..[fit—'l.�,,tr". �/ I — — — -- — — — off`f•=,r' GIE' I I V ti L elN HANDICAPPED__ INCANDESCENT - FLOURESCENT _ _ __ - - ---- - --PA1�CiN�. PICAL 2 I WALL-MOUNT _/ _ CE_li Inl�s_r-!n;,lN�� --- - -- - - CARPORT-TYPICAL I ® 2m' I ,G�� LIGHT CARPORT LIGHT GARAGE-TYPICAL — 1 C < 8L — — — — O EG. BLD 1 ► 'a - Mill 4' WALKWAY- 13331 I C I I O / / r TYPICAL _ C I / ,r / I 311E DATA• O �u / • \ C C I I BLDG. ARTA 44,910 SQFT. / I Z3 ROADWAY 31,390 SQ. FT. I w / 3 3 5CQOJ LANDSCAPE/ ® C ) LU OPEN SPACE 95,900 SQ. FT. J-33 C •j '_!� ® PARKING AREA 29,100 SQ. FT. Z i� • C I I '" SITE AREA 201,"300 SQ. FT. I C C c C C C -- - I V` I ® I I w337_SLL- �IT L64►sI 1C - I I UNIT TYPE NUMBER SQ. FTG. TOTAL SQ. FT. m I+ -__ k-4 COMPACT - TRASH ENCLOSURE -0 I I A 40 159 3fT.3ro0 Z PARKItTG�TAt� - - - _ - � I I _ - T` PELEC. VAULT I ` , Z I B 40 1002 40,080 • 20 1104 22,080 / R O G C o I I 100 92,520 2 �� 4 a g I RS • • � L— I rl PARKIN�z STAT • I - C 1 • _ I ' 1�',4RKING LEGEND / m 20 I -- - /� 50 GARAGE / I 54 CARPORT 16 OPEN SPACES C I 45 COMPACT s�`f • / / 3-367 28 STANDARD V 3 HANDICAPPED C EXISTING CURB I ) -- ----- --i h� / �- • 4 SIDEWALK I 180 TOTAL SP=ACES — RASH riNCLOSURE / i l� C /33.ZS - -- - - 24' C ! Lr) - ✓ f - // -^ 151b3' S 81d21'1' E 26 -5 ..�� C I ! 261b9' S 81421'1' E '� — - • -4 I `v 9! R25 I I TYP. 16' POLE LIGHT — O --------------- - NORTH s —+• L: ^T-Y. SYi�+�p� k- r �r� c FiC�, T ,�L) I� + - - - - architects , p . c . I ►' � ' �/ti f JI Q -,,*- _rAvs.0l17355 S W Eloones ferry Ra I` ,- �� -A- (�- r �. 1 _ (� v'-•�•r'- /F i 1-5-3-!2 5 lake 0swego.OR 970.1515511635-3618 101 E 8th Streel i C �, ��/ 0 10 20 30 6O 1 Vancouver,WA 9WW(206)695-0357 �,i(InKt=""•..c:t."1 , i' O �Ic!+�'t"L`�_l!_.� �U�- 4�7'ti s'', 6 ►�L > I SCALE IN FEET 25 Central Way Ill ill-L- '0111 llG' r� F�TL r�F/ L... t0�?�? Kirkland.WA 999=(206)822-4416 SITE f"LAN / LIG; HTING -- W Fp I cle- 7c' I I Sheet No. a s < I m i s 2585 Pro Oct No, • r I .. it ,,,�,,. ..; 'r'., •'"'� ^'� 11rae�.+aerr_ _ .arMM1Y6r'x.. + i�.w. .a.,., ..,a:.:, ... 1 1 1�t 111 II! 111 111 ,1 111 111111 I�I 111 ISI III III 111 lilt 11'1 111 111 III 111 11 , III III ! I I � � � I � (' � I�,I i + I + � 111I111 ) IIIIIIIi1 � � II111111111 � ► I1 � 1 ! � NOTE; IF THIS MICROFILMED I 2 3 4 5 4 6 y 7 8 _ 9 110 I I 12 DRAWING IS LESS CLEAR 1HAN THIS NOTICE, 21 IS DUE TO THF QUALITY OF THF ORIGINAL. DRAWING. Of; 6Z 92 1Z 9Z SZ bZ EZ ZIL IZ QZ 61 BI LI 91 SI b{! f.l ZI II 01 6 9 L 9 SI--_,�. b C rr!IIIIIIIIIIIIII1111111111n111111t111�1111111.'�1►i111H11t11111t111�1lIIN111Hut>11Illlllltt11�n111nu11111II1ninnlllulIllfill II!IIIIInl�lul�lulln1111Iu11111IIn111u1i1111�uuilnllllll�nllllluiuu�llnlln11u1IIlIII�Inllllll!suhll111nllilul�lllllll��u�►nllnllillu11111 _ -.-- w F-4 191991 0•�lgned _ Dete CONSTRUCTION a n � �c � Date ,GENERAL NOTES ASSEM5LY LOCATION 4S5EMBL-1" FIRE 57,C. GRAPHIC A55EMBL1- Checked - Date NUMBER RA 1- NG RATING REPRESENTATION ESCRIPTION Revisions -- GYPSUM FLOOR 5/8' PROPRIETARY TYPE '/' GYPSUM GENERAL_A0TES INTERIOR FC 5101 1 55 UNDERLAYMENT WALLBOARD OR VENEER BASE APPLIED 1. Type V 1 hour construction. STR['CTiIRAL FLOOR CEILING GYPSUM ASSOCIATION 1-4R TO PLYWOOD AT RIGHT ANGLES TO RESILIENT FURRING DESIGN MANUAL WOOD JOISTS CHANNELS WITH I' TYPE S DRYWALL NOTES �-i55EMBL�' TWELFTH EDITION C✓� SCREWS 12' O.C. WALLBOARD END JOINTS 2. P.11 work performed on this project shall be in conformance Live Lo 0-2 LOCATED MIDWAY BETWEEN CONTINUOUS with the applicable codes, standards, ordinances, etc. , of the CHANNELS AN[) ATTACHED TO ADDITIONAL OF CHANNEL 54' LONG WITH SCREWS gove, ning municipality, city, county, or. state which has Roof 25 LBS p/sq ft jur.i, ,Action. Floor 4U LBS p/sq ftj� =- - - ------- AT 12' O.C. RESILIENT FURRING CHANNELS Floor Partition Allowance 20 LBS p/sq ft SPACED 24' O.C. ATTACHED WITH 1 1/4' TYPE 3. General contractor shall verify all dimensions and conditions Wind--U.B.C. Basic 25 LBS p/sq ft -RES discrepancies. ILIENT CHANNEL W SCREWS TO 2 X 10 WOOD JOISTS AT !6' prior to construction and notify Architect immediately of any ;seismic U.B.C. Zone II \_ - O.C. SUPPORTING 19/32' PLYWOOD SUB- �oundatians GTF'SUM WALL BOARD FLOOR AND 3/4' 1000 PSI SANDED GYPSUM ' 4. '� �� t First floor or basement slabs shall be poured and cured 43 CAD REF. a R-I FLOOR UNDERLAYMENT, r hours minimum prior to backfilling against structure. Maximum 1. Foundation sizes are based on a total load bearing soil 18" backfill height differential. on stem walls. No compacting pressure of 1500 LBS per square foot. ONE LAYER 5/f+' TYPE 'X' GYPSUM WALL- without shoring unless backfill is of equal height on both INTERIOR U. F 3510 1 35 G`I PSUfr! WALL. BOARD �rT sides of stem wall. 2. All footings shall be founded on firm undisturbed original BOARD OR VENEER BASE APPLIED LOAD BEARING GYPSUM ASSOCIATION i-�R TO ----WOOp STUDS '/ f PARALLEL WITH OR AT RIGHT ANGLES TO soil, or compacted fill as specified on the grading plans. structure ss�al.l be adequately braced for wind or. DESIGN MANUAL EACH SIDE OF 2 x 4 WOOD STUDS SPACED 5. The W,4LL ASSEMBLY TWELFTH EDITION 3g -^ 24' O.C. WITH 6d COATED NAILS 1 7/8' - _,� earthquake forces until the roof and wall units have been 3. All footings shall be a minimum of 1'-6" below final graded or __ -- -T_-�g" permanently attached thereto. 1'0" below existing grade, whichever is lower. ----- - --- LONC- 0.0915' SHANK, 1/4' HEADS, 1' O.C. WALLBOARD NAILED TO TOP AND BOTTOM PH G. (AH AN 6,. Heating, cocking, furnace, metal fireplace and similar service 4. All disturbed soil shall be removed by hand operation from ---GYPSUM WALL BOARD PLATES AT l' O.G. STAGGER JOINTS 24' O.C. EACH SIDE o equipment to be approved and listed by a nationally recognized footing excavation to neat lines. C"D REPO R-2 testing agency's specifications and recognized safe practices. P T ND REGON J�' 5. Hotton of footings shall be stepped from elevation to ✓�` 7. A.S.M.E. approved pressure relief valves are required for all elevation at 2'-0" horizontal to 1'-0" vertical steps or shall EXTERIOR a8 U,B,C. 1 water heaters, installed either in separate water tank P INTERIOR GYPSUM �� EXTERIOR SURFACE WITH 3/4' DROP 2399 P port or be sloped not to exceed 1 vertical to 4 horizontal when LOAD BEARING TABLE 43-B NR / WALLBOARD /' SIDING O'✓ER I/2' GYPSUM SHEATHING ON o� oA in port for hot water line. No shutoff valves between tank approved by the engineer. 1 I-{0u1'C� ALL I �-E • 11-1.1 �- WOOD STUDS 2 X 4 UKDOD STUDS AT 16' O.C.t INTERIOR and relief valve. SURFACE TREATMENT AS REQUIRED Fc-,)R Concrete - Cast in Place A55EMBL'1' ONE-HOUR-RATED EXTEIOR OR INTERIOR 8. Approved smoke detectors shall be provided as shown on the -�-� 2 X 4 WOOD STUD PARTITIONS. GYPSUM plans, and as specified by the 1988 U.B.C. section 1210 and 1. All concrete shall develor a minimum 28 day laboratory curet. the U.B.C. standard no. 43-6. compressive-cylinder strength of 2500 P.S.I. for foundations SHEATHING NAILED WITH 1 3/•" BY NO. 11 ®EVELOPMENt' and interior slabs on grade: 300 P.S.I. for other concrete - EXTERIOR GYP. SHEATHING GAUGE BY 1116' HEAD GALV.INIZED 9. Windows to comply with 1988 U.B.C. and the Federal "Consamer exposed to elements. Slump 4" ± 1/2", all concrete. NAILS A 8' D.G. SIDING NAILED WITH 1d GAD REF. " R-4 - - EXTERIOR SIDING GALVANIZED SMOOTH BOX NAILS GROUP Product Safety Act." 16 CFR 1201. This compliance is the Rent ESiAtF DEVELOPrJEur ;ERVICES window supplier's responsibility. Window designations used 2. Concrete reinforcing: A.S.T.M. A-615 grade 40 deformed bars. are standard aluninum window "call" sizes. All bedrooms to E,<TERiOR FL541m I 35 WOOD FINISH FLOOR 1/2' TYPE 'X' G`'PSUM WALLBOARD OR WAYNE HEIKKALA have at least one operable "exit" window, with a minimum 20" Framing Lumber �• rsYPSUM ASSOCIATION �- WOOD SUBFLOOR VENEER BASE .4PP'_IED AT RIGHT ANGLES (206) 254-1800 clear width, 5.7 s.f. minimum clear opening, if an exterior e'�L-��ONY 4-IR TO door is not otherwise provided in the room. DESIGN MANUAL / TO 2 X 10 WOOD JC'STS 16' CC. WITH 5d Suite 208, Crestwood 1. All framing lumber shall be Douglas Fir or Larch graded to FLOOR TWELFTH EDITION 39 �j^ WOOD JOISTS NAILS 1 5/8' LONG, OTOS ' SHANK, 114' 11818 Southeust Mill Plan Boulevard standard grading rules $16 for West Coast Lumber. Grades HEADS, 6' O.C. SUPPORTING I' NOMINAL Vancouver, wn 98684 All windows are double glazed with bronze anodized aluminum, typical as shown unless otherwise noted on plans. T 4 G WOOD SUB AND FINISH FLOOR, OR frames, with thermal break provided. A. Exterior wall studs 19/32' PLYWOOD FINISHED FLOOR WITH All windows or glass within 18" of floor, or 12" to doorways DF-L No. 2 . . . . . . . . . . . . Fb = 1450 -- LONG EDGES T 4 G 44ND 15/32' INTERIOR o Q as sFecified in the 1985 U.B.C. section 5406 (d) , shall be B. Interior wall studs PLYWOOD WITH EXTERIOR GLUE SUBFLOOR N glazed with tempered or safety glass. DF-L "Stud" . . . . . . . . . . . Fb = 800 LLL��GYPSUM WALLBOARD PERPENDICULAR TO JOISTS WITH JOINTS C. Joists STAGGERED. NAILS PLACED 3/4' FROM (7 10. Framing Anchors: Designations given are "Simpson Compa-y." DF-L ":o. 2 . . . . . . . . . . . . Fb = 1250 �� /� BOARD EDGE JOINTS AND 1/2' FROM Provide Simpson or approved equal. All nails used sha",l be of D. Beams GAD REP. " R-5 BOARD END JOINTS. � P-4the size and length specified by the manufacturer. ' ill all DF-L No. 2 . . . . . . . . . . . . Fb = 1250 O holes with the appropriate fasteners. DF-L No. 1 . . . . . . . . . . . . Fn = 1350 CEILING SIMILAR TO: 1 E. Glulams, Exterior Grade . . . . . Fb = 2400 (24 F) - WOOD JOISTS / BASE LAYER 518' TYPE 'X' GYPSUM _ 11. Prefabricated Trusses: Shop drawings required. Provide shop Interior, exposed glulams shall be architectural grsde. A55EMBL' FC54m(o PER NR / TRUSSES SUBSTITUTED PER WALLBOARD APPLIED AT RIGHT ANGLES drawings of all prefabricated trusses to Architect prior to Standard upward pre-camber 2" in 60'-•D". i.GB.O. REPORT " 1352 TO 2 X 10 WOOD JOISTS 24' O.C. WITH I,C.B.O, construction for review. Provide shop drawings as required to F. Posts REPORT I I/4' TYPE S DRYWALL SCREWS 24' O.C- the City or County per their requirements for permit. Truss No. 1 . . . . . . . . . . . . . . Fb = 1250 1352 I I I I FACE LAYER 5'8' TYPE 'X' GYPSUM ra manuf. is to notify Architect immediately upon discovery of G. Blocking, plates and bridging I I I I WALLBOARD RO VENEER BASE APPLIED an on site errors or variations of the plan set as provided Standard . . . . . . . . . . . . . Fb = 600 Y P P I I I AT RIGHT ANGLES TO JOISTS THROUGH herein. - �I I I I BASE LAYER WITH 1 1/8' TYPE S DRYWALL 0 Provide solid blocking (same depth of member) at all points of 12. All exterior doors to be weatherstripped and, except storage bearing and 1 x 4 bridging, or solid blocking at 8'-0" O.C. SCREWS 12' O.C. AT JOINTS AND unit doors, shall have metal thresholds and deadbolt. Wide maximum. -- INTERMED14TE J0I5TS. FACE LAYER JOINTS angle viewers shall be provided on all entry doors. r OFFSET 24' FROM BASE LAYER JOINTS 3. All plates and ledgers in contact with concrete _r masonry BASE LAYER 1 1/2' TYPE G DRYWALL SCREWS PLACED 13. Exhaust fans to be ducted to outside. Ducts and pipes in shall be pressure treated per A.S.T.M. D 1760. Ledger and \� GYPSUM WALLBOARD 2' BACK CN EITHER SIDE Ci7 FACE LAYER unheated areas shall be insulated. beams in pockets may be separated form concrete or :masonry � 1-� END JOINTS !2' O.G. with 30 lb. asphaltic felt or galvanized sheet metal. FACE LAYER P 9 i . 1.4. Use waterproof gypsum board at all watersplash areas. GYPSUM WALLBOARD' • FLOOR HSSEMBL`' OMITTED PER 4. Double all joists under all parallel partitions. GAD REF. " R-6 FOOTNOTE • 15 TABLE 43-C 1988 U.B.0 15. Verify all cabinet sizes and layout with owner in field and notify Architect immediately of any discrepancies. 5. For nailing see schedule and drawings. INTERIOR SIMILAR TO: I -GYPSUM WALL_ BOARD ONE LAYER 5/8' TYPE 'X' GYPSUM WALL 16. Bolts, ASTM A-36 steel, provide cut washers under all nuts and Plywood Sheathing C' S5 s �( BOARD OR VENEER BASE APPLIED boltheads in contact with wood. LOAD BEARING UJ' 3510 NR WOOD STUDS �� /� PARALLEL WITH OR AT RIGHT ANGLES TO 1. All plywood sheathing shall be CD grade ur.iess otherwise shown GYPSUM ASSOCIATION TO EACH SIDE OF 2 X 4 WOOD STUDS SPACED 44 17. Provide sill sealer at all exterior wall plates attached to with exterior glue manufactured in accordance with product DOUBLE IUALL DESIGN MANUAL 5C3 -�-� 24' O.C. WITH 66 COATED NAILS 1 1/8' V concrete. standard PSI-74. 455EM5L'' TWELFTH EDITION SIMILAR LONG, 0.0915' SHANK, 114' HEADS, 1' O.C. 18. Typical at all Building Footings: The bottom outside edge of A. Roof sheathing 1/2" index 32/16 TO: WALLBOARD NAILED TO TOP AND BOTTOM any footing shall be no higher than 2:1 slope from the toe of B. Floor sheathing 5/8" index 32/16 WP5510 I' SEPERATION PLATES AT 1' O.C. STAGGER JOINTS 24' U2 any exiting, or new slopes, nor a 1:1 slope from the bottom of C. Wall sheathing 1./2" index 32/16 O.C. EACH SIDE FIBER any nearby public utility line. CsLASS FIBER INSULATION 2. Plywood sheathing shall be laid with end joints staggered 41- CAD REF" " R-1 GYPSUM WALL BOARD oil. 1 9 GENERAL FRAMING INTERIOR NONE NONE 3. Lay out plywood to eliminate any width less than 110" at walls -GYPSUM WALL BOARD I/2' GYPSUM WALLBOARD OR VENEER 1. Joists under and parallel to bearing partitions shall be and 210" at roofs. LOAD BEARING BASE APPLIED PRALLEL WITH OR AT doubled. WOOD STUD 4. Block all wall sheathing with 2 x 4 flat blocking at all IUALI ASSEMBLE __ RIGHT ANGLES TO EACH SIDE WOOD edges. ~• OR PARKER NA!!_S 1' O.C.�� --�- _� STUDS SPACED 16' O.C. WITH 6d COOLER - 2. In exterior walls and bearing partitions, any wood stud may be GAD REF. • N-1 � �Csl'PSUM WALL BOARD � r_4cut or notched to a depth not exceeding 25 percent of its 5. Nail as per schedule and drawings. O width. Cutting or notching of studs to a depth not greater than 40 percent of the width of the stud is permitted in Plywood Sheathing EXTERIOR NONE NONE EXTERIOR SIDING FINISH ON I/2' APA 3 /16 7-4 nonbearing partitions supporting no loads other than the --EXTERIOR SIDING weight of the partition. 1. Roof sheathing /1 2 index 32/16 or approved waferboard &.v i 5) PLY WOOD SHEATING APPLIED / PP LOAD BEARING At edges of each sheet and walls . . . ld @ 6" WOOD SHEATING PARALLEL WITH WOOD STUDS AT 16' O.C. o c. W 'ALL ,455E1"IBL T' � 3. A hole no,.F greater in diameter than 40 percent of the stud At interior of sheet lod @ 12 o.c. r WOOD STUD SEE STRUCTURE-.L NOTES FOR NAIL SIZE AND width may be bored in any wood stud. Bored holes not grea,cer At boundaries of roof lOd @ 6" o.c. SPACING IN WOOD S!-iT'G than 60 percent of the width of the stud are permitted in GAD REF. • N-8 nonbearing partitions or in any wall where each bored stud is 2. Floor sheathing 5/8" index 32/16 doubled, provided not more than two such successive doubled At edges of each sheet and walls . . . 10d @ 6" o.c. studs are so bored. In no case shall the edge of the bored A.t interior of sheet . . . . . . . . . lod @ 10" o.c. /--COMPOSITION ROOFING COMPOSITION SHINGLES ON FELT BASE hole be nearer than 5/811 to the edge of the stud. At boundaries of floor . . . . . . . . lod @ 6" o.c. INTERIOR NONE NONE / 4 � I ;' --WOGp SHT'G ON i/2' APA 2410 l5) PLY WOOD 5HT'G 4. Rafters shall be framed directly opposite each other at the Wall sheathing 1/2" index 32/16 or approved waferboard CEILING _ WOOD TRUSSES APPLIED AT RIGHT ANGLES TO WOOD A55E1'15LT TRUSSES BELOW AT 24' O.C. - SEE +() ridge. Ridge boards shall be as specified on the plan set. Exterior walls: fully blocked diaphram. STRUCTURAL NOTES FOR NAIL SIZE AND At edges of each sheet . . . . . . . . lod @ 4" o.c. 11 5. All joints in lumber sheathinq shall occur over structural At interior of. sheet . . . . . . . . 10d @ 12" o.c. II SPACING IN WOOD SHT'G supports. ' IN tERI0R FACE LAYER 5/8' GYPSUM *� WALLBOARD OR VENEER BASE APPLIED jI 6. All structural laminated lur,ber shall not be notched or AT RIGHT ANGLES TO WOOD TRUSSES AT � trimmed in any way. 4 24' O.C. WITH I I!4' TYPE S DRYWALL Gypsum Wallboard - - SCREWS 12' O.C. 1. 1/2-1 GYPSUM W a - _ FACE LAYER AND / WALLBOARD NO. 13 GA. GAD REF. 3 GYF FUM WALLBOARD @ ALL STUDS, TOP ABOTTOM :'LATES G.W.B. NAILS 2. 5/8" GYPSUM WALLBOARD NO. 13 GA. @ ALL STUDS, TOP AND BOTTOM PLATES G.W.B. NAILS EXTERIOR NONE NONE WOOD DECKING 2 X-} DECKING SPACE- 1/4' APART 3. ZNTF.RIOR WALLS 1/2" (MIN) GYP. WALLBOARD BO PH SIDES �0 BALC0N7 5d COOLER NAILS @ 6" O.C. (LOWER LEVEL)* -�� i2) 16d GALv. FINISH HEAD NAILS THROUGH APPLIED 0 2 X 8 JOISTS AT 16' O.C. WITH ) FLOOR DECK INTO JOIST BELOW It 7" o.c. upper levels other nailing per 1982 U.B.C. , Table no. 25- 455EM5L� ------ (� Q. Additional nailing as required by fire construction--verify �1000p JOISTS requirements in plan set. CAD REF. • N-4 NAILING AND CONNECTION SCHEDULE MINIMUM NLRdBER OF NAILS FOR WOOD MEMBERS (EXCEPT A!. NOTED ON DRAWINGS) CONNECTIGI. COMMON NAILS STUDS TO PLATES - END NAIL . . . . . . . . 2-16d OR - TOE NAIL . . . . . . . . 4-181 TOP PLATES & BOTTOM PLATES SPIKE TOGETHER lOrl @ 8" o.c. architects p . c . LAP & INTERSECTIONS . . . . . 4-10d EACH SIDE FLOOR JOISTS (ROOF' JOISTS) (CEILING JOISTS) 17355 S W Boones Ferry Rd TO PLATES OR BEAMS - TOE NAIL 3-10d Lake Oswego.0R97035;5031635-3619 2-10 101E 91n Sheet BLOCKING TO JOISTS EACH END 2-lOd Vancouvet,WA 9MW(206)695-0357 - BRIDGING TO JOISTS . . . . . . . . . . . . 2-10d CORNER STUDS . . . . . . . . . . . . . . . lod @ 12" o.c. 25 Central Way a,;,;, 2X LAMINATED BEAMS . . . . . . . . . . . . lod @ 12" T & B Kirkland WA 99033(206)922 4446 STAGGERED 2" PLANKS . . . . . . . . . . . . . . . . 2-16D @ EA. BEARING f z W A, - 1 J m Sheet No. m J 2585 0 Pro Oct No. 1 .l�ll�llll�lllllll�l)lllll��ll�lll�llrll�l�l�ll1�1�)�II111�I�Ill�l�l�llll�lll�lll�lyl�111�1) lI�I11`iI��I�I�IIIIII1�IjIJIII�111III1�IIIIIII�tItIt11�111)IIII�IIll111�1111111�111'1�1�111 1 " NOTE: I F TH IS M ICROF I LMED -- 3 4- - 5 • 6 7 8 _ 9 10 I I IP DRAWING IS LESS CLEAR T11AN THIS NOTICE, IT l5 DUE To Pf QUALITY OF THE ORIGINAL DRAWING. OE 62 8? LZ 9? S2 b2 E2 22 IZ 01I2 61 91 LIII 91 SI t,I EI 21 11 01 6 8 : 9 St► E 2 111e1M s��llrulltllllllli�lllllalal�lil11111,1111{IIlu�linlniF�I11111111�IEt�llrab��Hil�l�llllllllllllatuuli1111nnllltlllln�lnlFlnllt,lllrltl�nllllulllullrllllllnllrnlllulln1�11u1rn11nllllnllli111►IIIIu1tIlIIIIIIIIIIUIInu11n111u1111IlJnuluulllulwlhllllln111n1111U1nn r 19 1991 moo,. D� to Drawn Date Chocked Deli \ _- -- -- - i2' METAL FLUES FROM F!REBOx BELOW IS Revisions - TO EXTEND 24' MIN. ABOVE ANY HORIZONTAL POINT WITHIN 10'-0' OF TERMINATION POINT - PRO✓IDE 2' MIN CLEARANCE BETWEEN FLUE AND ALL COMBUSTIBLE MATERIALS __ I� - - - - - --- --- - - 2(b GA. SHEET METAL FLASHING CAP OVER - TOP OF CHi"IEY CHASE -- -_- - _-- -- -_ __ _ ---- - -- - 2 X 4 TRIM CAP ON 2 x 10 TRIM CAP BELOW - - - SEE CHIMNEY GAP DETAIL _ --- 2350 CLASS 'A' COMPOSITION ROOFING ON U --- - -- - _ - - --- -- _ - - 50 FELTBASE ' 5 PLY uITH 41 MOD IN. BL 1APA EATING ON 1 X WOOD TRUSSES AT 24' O.G. WITH i - R-30 CEILING INSULATION BLOWN IN O`/ER - TRU,3S CHORDS t- — �� --- __— _- ---�— — G.TAH �' �� - ------ - -- --- R t� NJN C. li U --_ --_-- -- ---- -- - - - -- -- --_--__-- _ -- 3' RAKE EXTENSION - SEE DETAIL. (L -- ---- - --- the r -- -- - ---- - - - - -- - - -W -- ----- -- 36' HIGH METAL PRIVATE ENTRY RAIL - --- -- ----- - - - DEVELOP/�1ENr --- - -- -- METAL F'iCKETS AT b' O.C. GROUP --' — - IN REAL ESTAIE DEVELOPMENT GROUP _ - - --- — -- --- -- - - ----- -- --- -- 2 X 4 SPACED DECKING ON 2 X DECK JOISTS -____--- AT Ib' O.C. - SEE BUILDING FLOOR FRAMING PLAN WAYN E H E I K K A L A FOR JOIST AND BEAM LAYOUT AND DIRECTION I206) 254-1e00 - _--_- --- - -- — - -- --- — - --- ---- --- _._ — -- Susie 208, Crestwood Q� �I I `- - - - - -- --- - -------- ----- - -_ _. ..— ___--- --- �— -� --'— --- ----- 11818 Southeast Mill Moist Boulevard 4 - - -— - — - —- Vanco,�er, WA 98684 -- - -- 3/8' R/5FLY'WOOD COVER OVER FADE OF RADIUS CANTILEVERED DECK JOISTS - SEE UNI' PLANS FOR '----_-__ --__-_-_- ❑ ❑ --- - _ -- ----- - -- - -- - SPECIFIC DIMENSIONS r� X-8' X 4'-0' FRAMED DECK OPENINGS AT Cl -- — -- — — — SIDE WALL - SEE UNIT PLANS - b MIN. CONCRETE EXPOSURE AT BASE �+ - _ OF BUILDING - FINISHED GRADE iS TO SLOPE i-p ` z '4_ AWAY FROM BUILDING EDGE - VERIFY INDIViDUAL - - --i -- rT 114 J GRADING REQUIREMENTS ON GRADING PLANS O FINISHED GRADE t \ - -- 1/2' X b' HORIZONTAL CEDAR BEVEL SIDiNG ON Y I f O� SSE ,01 BUILDING PAPER FACING ON 1/2' GYP. SHT'G ON 5UILDING SCALF_: 1/4' 1'-0' 2 NC 4 STUDS AT 16 O.C. WITH RBATT INSULATION AND 5/8' INTERIOR GYP. BD. FINISH - TYPICAL EXTEIUR TYPICAL FLUE HEIGHT DIMENSIONS AS SHOWN: - - - 1 3/4' INSULATED METAL b PANEL ENTRY DOOR ALL FLUE CHASES ARE TO EXTEND 24' MIN. TYPICAL ABOVE ANY POINT OF ROOF WITHIN 10'-0' --� • 'MILGARD' OR APPROVED EQUAL DOUBLE PANE , WHITE FRAME ALUMINUM WINDOWS :2,ZED 10'-0' MIN AND INSTALLED PER UNIT PLANS i4 - -iJ U' TYPICAL TRUSS TAIL OVERHANG - NO VENTED BLOCKING AT PERIMETER OF BUILDING - ALL ATTIC VENTING IS TO OCCUR ON ROOF TOP SURFACE - SEE ROOF PLAN FOR JACK LOCATIONS AND -_ 1 AREA REOUIREMENTS _-_ 0 ---- - -----_v- -- -------------- - - - _ 2'-4' X 2'-4' FLUE CHASE FOR UNIT T`-PE 'G' rel - - - IN BACKGROUND - SEE ROOF PLAN - - _ - Ib' X 32' LOUVERED VENTS iNSTALLED OVER - _ GYP. SHT'G FACE - NO PENETRATION OF GYP t _ SHT'G IS ALLOWED - ALL VENTING IS TO OCCUR N IN ROOF JACKS ABOVE � _ • 'SIMILAR LOUVERED VENT AS LOCATED ON ELEVATION ABO'✓E � kt C� Q' I` /-- _— -- it II - _ — -- ----- -- 42' GU.ARM RAIL WITH PICKETS AT b' O.C. AT STAIR LANDING CONT. 'K' GUTTER SPIKED TO END OF -- _ --- _— _ _ -- !- --- —_— --- - -- --�— -- TRUSS TAILS - SEE ROOF PLAN FOR --- _-- -- -- — _ _ - -- DOWNSPOUT LOCATIONS t -_ —❑._ -- ----- ❑ r 1 —. - - _ ----1- — — _-- ---- — — 42' SToL;R LANDING !SAIL Q� - — 36' PRIYo4TE DECK RAIL TYP. CA rip -- — _ - CANTILE'✓ER 4 :� 10 FROM FRAMED TOWER - - - F-IANG 2 X 10 DECK JOISTS FROM — — CANTILEVERD BEAM - SEE FLOOR FRAMING - - _ - -- - — - ----- - 1/2' R/ 1 0 - ---- --- - - -- ---- - P 'T"WOOD SOFFIT ON � GYP 5HT'G WITH I X 2 CEDAR TRIM AT 24' . BOTH WAYS V - - COMBONATION I X 4 / 1 X 3 R'S CEDAR CORNER ___v -- ---- -- ------ ---E Boa_ RDS NHILED FLUSH TO GYP SNT'G EXTERIOR - -_-- T © - -- Ll -- ❑ --.-- -- -- BUTT JOINT ALL I%2 x F SEDAR SIDING INTO CORNERS STAIR RAIL TO MATCH -- — -- J' 34'- -- — — CAULt�. AL.L EDGES `) SLOPE OF STAIR RLIN - - -- -- --- — - —-- - - ❑_�— — - - - - - -_ a r C h ! t e c t S , P . C . - 3'-8' X 4'-E' FRAMED DECK OPENINGS „T - _ _ SID`7 WALL - SEE UNIT PLANS 17355 S W 80011011,ferry Rd Lake 05wego.OR 9703515031635-3618 --- - I --t _ �- - -- --- - - 2 X 8 CVC, AIR RAIL CAP - TyP. 101 E 8vthe Street Vancouver WA 9%W(206)695-0357 - -- ----- - ____-- `—• ---- ._— - �.-- _ — 36' PREC45" CONCRETE STAIR TREADS — - -_ ..._._ ,-- -• _ ATTACHED To 4 X 12 DF. al 57,,IR STRINGERS - 25 Central Way 1305 --- _ _ _ - - _._ - --- --- - - PROVIDE M!fI. 11' RUN / M,4x. I' RISE - SEE Kirkland WA 9W33(2%)82-, 444 STAIR DEr,`IL 7 — - STAIR RAIL+ ^ — a IS- 1/2' X 6' CEDAR BEVEL 31DING ON /`� D, 5ULDIN�..• EL1==V/-%T10N '� SIDE 0 I/2' PLYWOOD 3E41'Cs ON 2 X 4 STUDS AT ra SCALE- I/A, 1' .0' ~ �"� NTE O.C. WITH FINISH112' R/S PLYWOOD SHT'G Sheet NO. c f PERMIT # 9()--()2J .1 --022(.) 4• n 2585 Project No. 4T ...�..�.�.+w....►-r,.. a.+.+.e ,..-... _. _,,.:...i.,.»_.........r 11�11 �11��- .. ._......_........ ..�...... ._.....- ' P!'ill��llllllllllllfl'11111'IIIIIIIfIlllllllll�lIIIIIIIIlIIIVI��IIII h�rIIIIIf�I�rllv1111 IIIIIIIII,IIIIIIllII1111111�IlIIIIIIIIrIIIIIIIrIIIIIIIIItIIIiIf�IIIIfIL�Illltllllll'�ttllll " I 2. 3 4 5 8 7 A 9 IIO 11 12 NOTE: IF' THIS MICROFILMED �'~'�^�-- ��>M�■--- a + -- - -----..� DRAWING IS LESS CLEAR MAN THIS NOTICE, IT IS DUE TO 4 THE QUALITY OF ME ORIGINAL -- - _--- -� DRAWING. C)c 6Z 82 LZ 92 52 t t•Z E 2 tte ZZ �I 02 61 91 LIII 91 SI bl EI ZI II 01 b 9 L 9 S b E Z lora<aw ' r1111ru11f1u nIIInII unlun IIfIInIc tI1111111�11ftlu,n wdun ',►f�l�eu nlnu 11I111111�111.IIIH1�lllilllu 1►nlulr i1111t1f1�1►IIIIUI�nlllull Ir111u1111111111u�lullt111 uulllll�►111butlui111u11 II1111111 IIIIIIIII�IIIIIIIUIIwIni1111u11111�fIltIII�IlUII11111W11111 ) .ii-T E MB lAE TA, 19 1991 tal�lel � 60'-0' -- - -- - -- - --- --- - - - - 1/2' CaYP'SHT G ON 2+X 4 TRUSS GABLE (=R e t END. - NOTE: VENTING 19 FOR APPEARANCE ONLY, NO F'ENETRAT;ON INTO STRUCTURAL FRAME Drevin Dato - IS PERMITED FOR TYPE v I HOUR BUILDINGS -- 24'-D' TRUSS $PAN -_- - - _.---- - 2350 CLASS 'A' COMPOSITION ROOFING ON Chocked Date -.----- -- -----___-- -._-------.._--___-- ISI FELT BASE WITH 4' MIN. OVERLAP ON 1/2' APA 32/16 (5 PLY) WOOD 5HEATING - - -- ON 2 X WOOD TRUSSES AT 24' O.G. WITH Revision* R-30 CEILING INSULATION BLOWN IN OVER TRUSS CHORDS _(I - - - - ------ 12' METAL FLUE FROM FIREPLACE BELOW IS TO EXTEND 24' MIN. 26 GA SHEETMETAL� ASHING GAP OVER ABOVE ANY POINT HORIZONTALLY M T F '/ TOP GAF CHIMNEY CHASE - � ---- - TOP PLATE_ -- - ---- ..---.._._�-- - 44 RAN --- - -- --- -- -- ------ -- - - I - — -- — lq'V GO L1 ____ ----�- - �__`_ - __J=��_---• - - --- -- �--- 42' SOLID PUdL IC GUARDRAILthe �'j J• Ole ----- -- --- N __91LL_ PLATE -- -- - ---_ - _ -------- -.._._ GROUP — -- --- - -- —- —� - REAL ESTATE OEvEIGI'1AFNT SERvICL= TOP PLATE- — - — -- -- -- --- -- - W AY N E H E I K K A L A Suite 108, Creslwood (206) 2.!•1800 — --- 1 - - 1/2' X b' CEDAR BEVEL SIDING 11919 Soe WA Mill Ploln 9oulevord t^ — �- -- _ - ---- cel`! BLDG. PAPER ON VG2' GYP. SHT' �ancouvar, WA 9969! -- - _ - --- - ON 2 X 4 STUDS AT ib' O.G. WITH Q' R-13 BATT INSULATION AND 5/8' TYPE 'X' O B -- --- _ _ --- -- INTERIOR GYP B.D. FINISH - TYPICAL Cq Cq pill I I---_ ----__-._ - --._-...--- v --- _ 2 X 4 STUD FINN ALL AT 12' O.G. SILL PLATE O TOP PLATE- --- - --- - - -- - -- - -- - !` ~ •5/e' SQUARE GEUAP. INTERIOR CORNER TRIM - TYPICAL COMBINATION I X 4 AND I X 3 �.�•r - _ - CEDAR CORNER TRIM WRAP - TYP. ' - CANTILEVERED UNIT DECKS - SEE PLAN O — WITH 1/2' R/S FINISH - SEE DETAIL - -- M.,.� CONCRETE 51AIR TREADS WITH Ll 1' MAX. RISE AND 11' MIN. RUN h -- — � -- ---^ - --- - - FINISHED GRACE SILL PLATE 6' MIN, CONCRETE EXPOSURE AT BUILDING BASE - ADJACENT GRADE 15 TO SLOPE AWAY FROM 5UILDING BUILDING ELEVATION � FfgONT / REAFFACE - SEE SITE GRADING PLANS Q SCALE: 1/4' 1'-0' Q-- _ 2t'd'-0' -- ---- I - 1 I � I • NOTE: - ,1t-1 __ 12 - / \ • 8 BAY GARAGE SIMILAR - ADD 12 10'-0' ADDITIONAL FEET 1=OR EA�:H ADDITIONAL BAY 6' TYPICAL TRUSS TAIL WITH 5' CONT. / 'K' GUTTER - PROVIDE DOWN SPOUTS TOl ASPHALT GRADE FOR SURFACE DRAINAGE Sg�B AT 24' Off. - TYP. -- JEXTERICR WALL: ` -- 'r- _ 1/2' X 6' CEDAR BEVEL ON 1/2' -- } 0 C2 1 -� APA 32/16 (5 PLY) WOOD SHTG OR -- / DOUBLE TOP PLATE - YP. Z Q D __4 ZO KEYED LOCK I.- APPROVED EQUAL ON 2 X 4 STUDSAT 4 X 12 HDR - TYPICAL AND THRESHOLD w V 16' O.C. WITH 1,'2' INTERIOR GYP. BD, FINISH II ~ N Q I~ 235• COMPOSITION ROOFING ON 150LU �f/2' 'NTERIOR GYP, BD.FINISH - TYP 0 2 X 4 STUD PARTY Q ~ N FELT ON 1/2' PLYWOOD SHT'G ON 11 2 X 4 STLIPS AT i6' O.G. - TYP. :3 WALLS • TYPICAL ASSEMBLY , 0 2 X 4 TRUSSES AT 24' O.G. WITH 11 SIX 1' OVl RHEAD DOOR - TYP. N (j I TARtiEN N I 5/8' GYP. BD. FINISH ON CEILING e e • • �I T I/? IN'�ERIOR PL'tWOOD � 0 1 X 3 / 1 X 4 GOMBONATIGN CORNER - li 4' CONCRtT_ INAP - SLOPED 3 � \ , BOARpS - TYP' FINISH IN StORAGE 13�=Y- - 11 ' FROM Rt AR TO FRONT `n TYPICAL J\ I I ' I I ' I I`` ''I I '�I ,'I 8'-0' X l'-0' TYPICAL OVERHEAD 6' CONCRETE STEM WALL WITH d' -� I �� I �� ,' I I ,' I I ,' I I \ ,' I ; I - DOOR CENTERED IN BAY i II GOVT. 12' X (o' FOOTING BELOW - T i I I I ` i I i lI _�- --------- -- -- -- --- SINGLE PULL-CHAIN i �'x/ i �'x�� x�� x�� WALL MOUNTED FIXTURE CENTERED BETWEEN II SEE DETAIL - FIXTURE - TYP.--' EVERY" OTHER OVERHEAD DOOR AS .SHOWN \J �,� �`li I ' `I, WALL MOUNTED FIXTURES ON END OF \ -- - - GARAGE BAYS WHEN STORAGE FACILITIES -- - - ----_ - _ i _ _ _ • — _ _ 1--�_ � -A OCCUR - SEE SITE PLAN FOR -©'-- 1 4' 8'-(d'�1 4' —8'-0' 4' 8'-0' 4' 8'"0' --�24� -= 8 -m — 12' STORAGE LOCATION GAFRi4GE S VATION s � SECTION 9 - — - — l2 DIA DISK FIXTURE AS LOCATED � � , + TO SITE PHOTOCELL ON PLANS --- SCALE: 1/4' 1'-0' NOTE: OTHER END SIMILAR SCALE: 1/4 • 1 -0 (o BAY GASAG.E W'1 1 TH TYP I a A 'STORAG� � WIT'F�oUT STORAGE! MOORS O CONCRETE STEM WALL WITH 12' X h' I CONT. CONCRETE FOOTING BELOW 00O 4' CONCRETE SLAB ON 4' MIN, 3/4' MINUS COMPACTED GRANU!.AR FILL SLOPED TO DRAIN - F- ---�- TOWARD DOORWAYS 3' FROI1 REAR TO 7RONT ` FLAT SLAB AREA - FILL TO TOP OF STEM WALL 10'-0' 101'-01 POSSIBL!? FOR STORAGE AREA -- ——i----- - — 4 STEP-� !�fes_-_ — POSSIBLE 4' SLAB OFFSET AT CENTERLINE OF �4 - ----- ❑ ❑ ❑ ■ r--I —, ■ (`� (—� S -mgm - OEI Cn PLAN- ITE A5 LOCATED ON-'- EACH BT - SEE SITE GRADING PLANE FOR w LOCATION OF BUILDING BREAKS - -_ -- _ O I �--�sJ- � f p C - CJI L� LL architects , p . c . •�\.,LI � __ - - - - - - — 1 X35:;S W 8ow+es Ferry Rd -ADG�ITIONAL E O AREA WHEN GARAGE I� (n� � rI 1 a � a FrI � C END STORAGE oGGURS _— -----___ -_ -_-._ _ -_-- __- -- — I ll I I -� U J Ul!--I Lente Oswego.OR 97035 I5M)63S-36,9 101 E Stn Street - — vancftver.WA 99660(206)6950357 O G7 C] - �� c� � a � � � oa � a - b'-10 1/2' 8'-3' , 21' 8'-3' 21' 8' 3' 7.1' 8'-3' 21 8'-3' 21' 8'-3' 10 I/2' Ki Central Way a305 Kvhlana.WA 99033(206)e?2 4146 W *SIEE SITE LIGHTING PLAN TO VERIFY FIxURELOCATION Z RAGE FOUNDATIONFg WITH STORAGE GAIRAGE I=mr /--%NT EELEVATIGDN w� � �� 4SCALE: 1/4' I'-0' NOTE, REAR FLIEVATION SIMILARA - 3 a F' WITHOUT OVERHEAD DOORS Sheet No. J m 2585 Project No, R+i'71"-- rmaRrr.:rtw.r-. ,.r.;.,,..,:.art•...-,...?ww.,� - ,_.- ,e•..:„r� rprn .,• . r......,.....,....•. -. y •._.._ .. .... .,r,,... .-._-. _.. w... - .._:,._._ ,.,......«r-�r.--....-+.n.-..._ ._........-...._w...............,._ _._ ( N . I I I I t 1 1 ( t 1 ( I 1 ( �11 I -- ) I ,,,�, 1 III I LI I I Jill I III 1 1 1'I I I ill I I III I 1141 I 1141 IIIIIII I III Jill 11 , I , 1 11111 tI111I11f1 IIIIIItII111111 t11I111 1I1I11�0' I ( � �e 1 ( .2 3 4 5 6 7 8 9 I 11 12 NOTE: 1F THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS 40TICE. 11 IS DUE TO 14 QUALITY OF THE ORIGINAL DRAWING, OE 62 92 a 92 S2 b2 E2 ?2 12 02 61 91 ILI 91 SI t•I £1 21 II 01 6 9 L 9 SI � b £ • ,Nllluullnllllllllnllnt,Innllntlnl11n1lII1nI1til�Illlllll�luFa��stluttlwllllNl�tNllllll�111,I1u1111ulliltlllu111iuH1ulllllllnlllnll1111I1n111111111111t111111111111�1un�ullillrll�luillullul�,�unlllnlulllnul1u1111u11u1l�Ill1ii11Itu11lIu�11�lII�P1111uu�Iwll111 DEP-4GEMBEIn 9 1991 W333 0 39+a Wf33© W3315 WI83m W3015 tU123 � m W3II --- - V--y --� - at?flgl�d --- Date -30 - CURTAIN RODwA Oslo PREFORMED LAMINATED Cuff}-- LIGHT FIXTURE ABOVE —_ .rABINEt TOP AND BACK SPLASH \ _� - r' ___._- Chocked Dat• -- DUCTLESS HOOD ABOVE RANGE - BAR TOP AT 4s-' 3b' X 3b' MIRROR Revisions PREF0Rf'1ED LAMINATED 12*BAPR COUNTER AT 42' REF0RMED LAMINATED `-' - -- -- --- --- -- REABOVE F CABINET TOP AND BACK SPLASH / --- PREIID LAMINATED _ CAWNFiT TOE' AND BA,.-K SPLAS>l ..:� / --- CABINET TOP AND BACK SPLASH r" SINK IbASIN - - - L � �—� •PROVIDE GAg{NET SPACERROVIDE CABINET SPACER SHIMS SHIMS DIU• • o ----- DOUBLE SINK BOWL -�-- _ RANGE AS REQUIRED BY FINISH DIMENSION _ AS RF_QwiRED BY FINISH DIMENSION • PROVIDE CABINET SPACER SHIMS ° 30' MIN. CLEARANCE �- _ - — AS REQUIRED 5'i FINISH DIMENSION FOR WATER CLOSET pB1A ---- - --- --- 3' RUBBER BASE AT ALL VINYL 55C3&/39 5BC3h.'39 —3' !�l1gBER BASE AT ALL VINYL 3 5542 3' RU51BER BASE AT ALL VINYL AREAS --- —3' RUBBER BASE AT ALL VINYL ----- - 1115. T!JB SHOWER AREAS SURROUND C,4IBINET ELEVATION # 1 t, CABINET ELEVATION *12 CABINET EL VATION CA51NET ELEVATION SCALE: I/4' = 1'-0' SCALE: 1/4' I'-0' SCALE: 1'4' 1'•0' SCALE: 1/4' 1'-0' PH T IRAN • LAN GO 399the �© DEVELOPMEw 32'-2' GROUP REAL ESTATE DEVELOPMENT SERV97S 3'-'� 3'-i' � 8'-1' — -- WAYNE MEIKKAI.A (2061 254.1800 Suiie I l ,0 1 I 11818SoutheoitWMill Flan Boulevard PROVIDE PRESSURE -- -� I I I Vancouw, WA 98684 RELIEF VALVE TO EXTERIOR I l I 2 X (w STUD PLUMBING WALL AT 16' O.C. Q PART T' UJALL --Q F.!. i '� .` V o — UPPPTI3.C !NETS W Y l r--- ----�(-- W.H. ! —j(--i------- — r ..----7 N T.4 ( r------ -- {--- 22® ! �� 1 PHONE 60. \�- i v�O u7� l I 42' HIG14 IB. I W �.- ! BAR T,)P HEAT / FAN 1, O ?' X i - TUB / QdA ` \ \ i SHOWERI ),0 F U I N1 24' TOWE i - O Z ! WPI o n OI a ROOM e 22 -- p DRY , KITC�4r_h -- _ -- ----- \ - -----� R t S 2 - I , l 9'-10' X 10'-4' r-------- - IVA i� VINYL VINYL I I , SMOKE CARPET 5 EQ. i v I % DET. 5NELV. I CARPET BI-F D I 3'-6' Ib'-(d' 6' TILE x` ITT` n 2'-4' ro FLOORING _ 3'-0 O H.G. I FOAM CORE INSULATED VAULT LINE AT UPPER METAL DOORLU '^ UNIT ONLY 1 - - - Q FIREPLACES TO BE PANEL 9 l/ ._..1 LOCTAED AT UPPER TO UNITS ONLY II l l SPO PHOTOCELL 7 ASSEMBLY F.M.I. NEWPORTER __ • MODEL 360E OR t l }- APPROVED EQUAL r- ! I [Y INSTALLED F'FR MANUF. V I I S PHONE ! i l 0 l � i i � � � REQUIREMENTS—SPECIFICATIONS AND • SEDR001`i • SEE BUILDING PLANS 11'-4' X 13'-6' 18' MIN. HEARTH AND FLOOR FRAMING 9 n ! I EXTENSION INSTALLED , PLANS FOR ENTRY STAIR ! l iF V CARPET PER MANUF. SPECS AND CONFIGURATION 11-4 1 I Is � ills REQUIREMENTS--- - � O _loco ✓ JOIST I ! T.1" I ASSEMBLY _ \ .iP4Gtr ! - TARGET NO. LIVING R0V-1 ao f I PROT, 12'-2' X 13'-0' 54SE150ARD\, 1! CARPET ki 1j, (2) 36' X b0' i -- 24' , MULLED S.N. - , — I I W.P. (2) 30' X 60' 'F'CH / \, �MULLED S.H. 11- I ! `` LITE 2'-4A H.C, �- - — ---FINISH STORAGE INTERIOR WITH 5/8' I TYPE 'X' - MUD, TAPE, AND TEXTURE I1 -' DRYER DUCT ^�.. TERMINATION CAP --� l\1 1— II PRIVATE DECK RAILING AT 36' ' IWWW ABOVE DECK SURFACE - 2 X 4 SPACED DECKING ON JOISTS AT ib' O.C. •4' CONCRETE SLAB ON 4' MIN. GRANULAR ^ FILL ON LOWER DECK SURFACE r\ Q 0' CIO UNIT TYPE IAI ELECTRICAL. PLAN UNIT TYPE 'Al — MAIN FLOOR PLAN architects , p . c . SCALE: 1/4' 1'-0' ' SCALE: I/4' 1'-0' UNIT TYPE '.4' - 159 SQUARE FEET 17355 5 W Etoores Ferry Ra Lake 05vr690.OR 97W5(503)635~3618 101 E Sth Street Vancouver,WA 901160(206)695-0357 25 Central Way 0305 KirklaW WA 96033(206)822 4446 F z A --4 t 4 W a Sheet No. R 2585 0 Pro Oct No. vI�IA „_v III`,IfI11111I1111�IIIIIIII+1111 ':111II�II1tIIIIIIIIIII�III�II�IIII (11)IIII�IIIII`1'111111 .IIIIIIIlI111�11iIIIlIIIlI1IlI1111111IIIfI111I111I+Jill 11I1111111ItIlIIIlI+t1I111I11t1111I111111I r NOTE: IF THIS MICROFILMED- I 2 3 ---.....4.:— _ 5 12 • 6 7 S 9 I0 t 1 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO TNF QUALITY OF THE ORIGINAL . .� DRAWING. 0£ 62 92 i2 92 SZ vz £2 ZIZ It OZ u1 BI L1 91 51 III £1 ZI 'I 11 01 6 9 L 9 S v E 2 1"•"" 1111I1111It111I1111111itIIII 1I1111In1111111IIIIIIIIII�INIIIIIttlNt�iktlNJ1�1111�ra1111111I1111IN11Illtl�►IIIIIf11I1111I11111111lINI11111III11lIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIINUI1111IIIIIIiIIlIII11I1111I1u1�1�J�u11III1111111IIN111111II111IIW�lI1r1111IIIt1IlIII�lIllIIIiIIlI1111IIWIll11 'i"e.4 C E J Ail-01 E J71 1 19 1991 LIGHT F I>rTURE - LIGHT FIXTURE Lul&3O W3015 W1630 W3315 W1130 W2130 i GURTAIN ROr) ' O�M9ned Date CABIN 1 O LATrINATED r MC-C Cyr" r�- 3 f' - CURTAIN ROE-) awn DOW CABINET TOP TOP ANG S�QCK SPL ASN __ --- --- — DUCTLESS HOOD ABOVE RAW_,F -- 6' x Sro' MIRROR --- - - - I --- 5i' X 36' MIRROR Checkod Det -__- _.--- PREFOWED LAMINATED -- _ --12' BAR COUNTER AT 42' r-- RE=F _ - CABINET TOP AND BACK SPLASH _-- OAE30VE F.F. PRFFORIEbLAMIN ATED --- PREFORMED LAMINATED J t:ABINk f TOP AND BACK 9PLAP,H RevltNons CA13INET TOP AND BACK SPLASH - _ - --- DOUBLE SINK BOWL __ [-` r-- �T SINK BASIN SINK BASIN -- — 60' FIB. TUB SHOWER 60' SHOWER ENCLOSURE •PROVILDE CABINET SPACER SHIMS D.W. C'? SURROUND 1 I • PROVIDE CABINET SPACER SHAMS 71- a 3m' MIN. CLEARANCE RHNGE A3 REQUIRED Bl FIN15H DIMENSION AS REQUIRED BY FINISH DIMENSION 3ra' MIN. CLEARANCE I ._ , FOR WATER CLOSET FOR WATER CLOSET BIt! DBIS -- - 3' RUBBER BASE 4T ALL VINYL B12 9536 B18 3' RUBBER BASE AT ALL VINYL SB41 -- - 3' RUBBER BASE AT ALL VINYL. SB6© `r- -- - _--'3' RUBBER BASE A7 ALL VINYL AREAS COA51NET ELEVATION 01 GELEVAT � AB111 �' 1ON *2 GA Ill � VAS' ION 3 GA Ill _�' _ VAITI 10 011 � SCALE: I/4' ■ I'-0' SCALE. 1/4' - 1'-0' SCALE: 1/4' I'-0' SCALE: 1/4' ■ 1'-0' %A G. TA RA O the DMLOPEr1r 39'-4' M�P -- REAL ESTATE DEVELGPMENT SERVICES WAYNE HEIKKALA (206) 751-1800 Suite 208, Crestwood 11818 Southeast Mill Plain eaulevard PARTY WALL Vancouver, WA 98681 � 1'1'x'• I 3� rl�� TO PHOTOCELL ATc UPPER UNIT ONLY — " - - 36' ENTRY DOOR I _ I I � N SWITCH TO DINING I t CsF �Q GSI r, AT UPPER UNIT ONLY - t LIGHT HERE AT UPPER i - - i I `- CJ UNIT ONLY --I-- L TILE AT ENTRY 01 I _ - DOOR ONLY -.j__ rt TP 1� m O T. J \� f T 1� HE,$ / FAN 1 HEAT / FAN iTp Ii m 0 � 1 ??llw 3M i I \ r 3 IL 4 111 w J✓Nt 1z UNIT I IFIXTURE i AI IN r SS W [1- 21_ 14' TOWEL Q 7f 24' ''OWE �4 N7 �- K I TGA SEN ►-i.C. BAR VINYL D IN INCA ROOM a'-m' x a'-m' 'U1CADE3ARHTR ( T - .A 9 -m X 9 -2 CARPET HTR i 1 ' b R t S ----------i TulBAR IG P I i' t HC.' ~IcZ 1 \ I ' � X � 2 LL � W�IKvV� L \ I II I _ d I I WNOTE: REAR WALL OF L----- Q �c— 1 I I \ h N FIREPLACE TO KEMAIN VINYL U 2'-4' W IN LOWER FLOOR UNIT ARPF 5'-0' LOU 14Z. FOR FLOOR STRUCUTRE -FOLD m \• I . _ s -` _ I t✓ I ABOVE 3'-e 5 Im 36 MIN 2 -8 36 MIN. 2'-a 5 -4 H.C. I 0 SMOKE ----------� 7 'A'Ot)l FINI N FINISH ----------� -_ --•--- __.�____ i i DET. �owt:P.rt, VAULT LINE - UPPER UNIT R t S Is 1 NOTE: 1\�7 � -- ------------ i 3'-0' FOAM 1 - R t S 2'-6' 2'-6° 1 t r`. ---------- ----- H.G. AT UPER % ' 1 n ------ CORE H.C. UNI? C>NL,' --r -�_- t i 1 INSULATED -- ,/ 6 FLOOR - `-- �� i i ~ _ METAL � 5'-0' SL � •+-� i - SPOT DOOR -� TILE //iPOT W �ctnJeli 3'-m' 3'-b' 3'•IQ' 3'-4' 3'-2' 5'-6' _ Q T T I I N_ Uo1 JL -18 MIN. HEARTH — r Y EXTENSION INSTALLED - J AND REQUIREMENTS ASSEMBLY TO i i `\ / �Q_ � r_ PER MANUF. SPECS PHOTOCELL � i � l —'� - 2 ASSEMBLY Q �+ LOWER UNIT , U 1 I \ I F11.1. ELIMINATOR TARGET NO. �� T.V. TARGET NO. r ONLY `PPO 4E i#V A MODEL 3rPE OR 9 tz / W I i 1 I PHONE I - _ AS5EPIBLY APPROVED EQUAL _ T.V. TAR'sET NO. INSTALLED PER MANUF. BEDROOM MASTER BEDROOM QL SPECIFICATIONS AND I0'-0' X 12'-2' QQ 0 i i 1 \ Q_ REQUIREMENTS F z�f'LA!£ or l 1-1x5-I FLct;,R, CARPET CARPET JOIST I i SPACEI I 1 \ _ PROVIDE PRE55URE 0-1000 1 PROT, j i t3 i CARPET RELIEF VALVE TO � _ " tNG ROOM EXTERIOR F)(2-o2_ _ i KW� BASEBOARD i i F�I K w0 / I 12'I 1'IX 13'-8' < I BAs B6ARD I L" �1- 2 �W� MULLED S.H. �. :_�_-_�— ( (2) 36 X 60 DRYER DUCT F MULL I H I FINISH STORAGE ( W.H. E=D e.H, I i 2l 36' X 6®' S.H. 11 TERMINATION \ �� CAP INTERIOR WITH 5/ 0 TYPE 'X' - MU , -11-. TAPE AND TEXTURE V-4' I v C) � I PRIVATE DECK RAIL'NG AT 36' ABOVE DECK SURFACE ----- - -- - - - 2 X 4 SPACED DECKING ABOVE ON JOISTS AT 16' O.C. I 4' CONCRETE SLAB ON 4' MIN. GRANULAR FILL ON LOWER DECK � - - �'_m' 2'-3- SURFACE X-C' Im'-m' _ '-0'-_ 9'-3' 9'-6' I1' O • SEE BUILDING PLANS AND - � FLOOR FRAMING PLANS _ __ _ 39'-4 - L 1c FOR ENTRY STAIR CONFIGURATION UNIT TYPE 'f5 ' _ ELZCT& CAL PLAN � � _ MANSCALE: li4' uN1 �' �'�'P 1=3 SCALE: I/4' I'-0' UNIT TYPE '5' - i0U25QUARE FEET a r c h i t e c t s , p . c . 17355 S W Bore!Ferry Rd Lake Oswego.OR 97035(503;635.7618 101 E 8th Str-tt Vancouver,WA 98680(2M)595-0357 25 Central Way a305 KirklanC WA 96=(2%)822-4446 _Z Ir A. A -5— 5 W 1{a` 7 J f0 Sheet No. PERMIT # 9()--(:)211-(-)220 20 2585 Project No. } fill Iit'll Jill Jill 11111111111r11111111'11I111Jill I111Ill 1�11�1111Ilib li '1IIIIt,111141.1111111 '1 VIII-IIf11III11111I1Ill 11IJ111i10111111111itIIll 1111111,Jill ll�ll, IlII11111111,1,1,1,1„I t r NOTE: IF THIS MICROFILMED 1 2 3 4 _ 5 , 6 7 _8 9 10 I I _ 12 DRAWING IS LESS CLEAR THAN —1 THIS NOTICE, I1 IS DUF TO Tif QUALITY OF TIE ORIGINAL DRAWING. Oe 62 82 LZ 92 Sz !-Z EZ z17 IZ 02 61 131 LI 91 SI bl E1 21 II 01 6 9 L 9 S It, E ,11111n111„111111I11IllnulUtll,11,1,1,1IIIIIIIIIIlIi11111111„t1111H1,1w1111t1A11111u111n11n11lnulll!I111111111i1111lIIIIIl11111t1111111111ullnullllllnulllllll111111u1111tlunlu11111n1u1111.IIIl1u1lU1II,u11n11111IIlIII11u1111wIttWnnllullitUlilt1llllllllll1111111tLi111H 19 E M B E h 19 1991 - fTURE ABO'/E ("d i7 d 6�- �U 4 X 3 XO BEYOND _--- r'" LIGHT F I' er•• - - CURTAIN ROD �f OPEN t0 L I V IVIG AND ENTRY — ------- ^ -- DUCTLESS HOOD ABOvE RANGE BEYOND r 54' X36' MIRROR - j 44' x 3b' MIRRORC•rlgrwe>1 dawn PREFORMED LAMINATED - •--- PREFORMED LAMINATED ------PREFORt IED LAMINATED -PREFORMED LAMINATED _-, PREFORMED i.AT'IINATED REF CABINET TOPAND BACK SPLASH _-- ____ CABINET TOP AND BACK SPLASH CABINET TOP AND BACK. SPLASH CABINET TOP AND BACK SPLASH - CABINET TOP AND BACK SPLASHBAR TOP AT 42' ABOVE FF. _DOUBLE SINK WITH DISPOSAL -- --._ SINK BASIN � ----SYNC BASINCh•ck•d �� D.W. U� -- bta' BHOU�R STALL R4yIta1M1• •PROVIpE CABINET SPACER SHIMS • PROVIDE GABIraET SPACER SHIMS •PRciv;DE CABINET sPAc ER SHIMS -- --___ AS REQUIRED BY FINISH DIMENSION AS REQUIRED BY FINISH DIMENSION AS REc IIREP BY FINISEI Dltr(ENSION ° - 30' MIN. CLEARANCE C, r� 30' MIN. CLEARANCE --- ---- - FOR WATER CLOSET - 1--1 FOR WATER CLOSET DBIS BBC 96/39 3' RUBBER BASE AT ALL VINYL 36 3' RUBBER BASE AT ALL VINYL 548 - 3' RUBBER BASE AT ALL vINYL \ 9560 3' RUBBER BASE AT ALL VINYL 5548 3' RUBBER BASE AT AJ.L VINYL AREAS AREAS ._--------- --- -- -- - 60' FIB. TUB SHOWER SURROUND CA51NET ELEVATION 01 CA51NET ELEVATION 02 CA51NET ELEVATION 03 CABINET ELEVATION 04 CA51NETELEVATION *5 o- SCALE: 1/4' 1'-0' SCALE: 1/4' . I'-0' SCALE: I/4 • I -0 SCALE: 1/d' I'-0' SCALE: I/4' I'-0' ' r, 21'-0' X-0' 3' OD --- .---- ----- ---- -- ----------- 4 -------- _ 1 r--r II ? + l-i . T PHO?OGEI_i_ ; I I 3'-0' FOAM GORE ,., I I INSULATED I I I ND, �Nt v' METAL DOOR -- I i i ' W.P. i 4' X 3' XO I 23 I I - [y, PP� __ ; r -� D IBL i T, 3 4 v � t�'1e c. z pEVELOPMENr o ?'AE X 'Lill , * I GROUP 2) T E O I I - - i 0 RE 1S:F DE�ELvPMEr+' SERVICES , I cv1 OI I F► L, i e I I W AY N E H E I K K A L A j I r i 9 Suile 208, Crestwood , I F- I guile 208, Cre,Nvood I I Q I 9'-2' X 10'-0' I 51 I 11818 Soulheail Mill Plain 8oulevord 3 Vancouver, WA 98684 -------- - -- -- --- - - ----- ' ------- ----------- -- ----- 1 4 --- WALL BELOW ' 42' BARTOP ---------- -�_ ---- - - ------ ------ -- L--------- I Itl U L ► O 1 i I WALL _ 1 E S A'T i °O.L. I I - -------- -- IPHONE 49 ---------- -------- I I �1,5►cw� -- - -- ------ ' ADJ BO ADJ. BO --------------I T SHELVING �.,/ SHELVING _- �t i T.v. 2'-4' ,'-b' 4'-4' --- - - - - ------- - - IPpeje -�,1 �_-- AXI -- -- - J -II rr I C3 / INING RO M (12USS +V�nl 1S"ID W"c'Al�IIJCi -- '-� � ll'-0' X 10'-2' �� TR�fS ;IS' MIN. HEARTH � 4_1 - - -� f ; _- . SPOT �- �'' I EXTENSION Y - FM.I. EL.MINATOR C \� CARPET i INSTALLED PER FRNCH MODEL 36E OR �1 1MANUF. SPECS 4 _J APPROVED EQUAL \ b'-III 51-5. I I-LITE I 1 r�QUIRENENTS INSTALLED PER VAULT I MANUF. SPECS t w (LAl _591/2' LINE i I<I�tiE t� �'t` `=' REQUIREMENTS 2 X 6 STUDRc UGH ABOVE II PLUMBING LIJ:aLL FRAME LIVING ROOM 0 i = AT 16 O.C. II I PRIVATE DECK RAILING "� x a --, AT 36' ABOVE DECK SURFACE 9 FX'I I I Ul � I l /_ / I ° � � CARPET � (I,�Kq) k� aet�ctor II 0 - 60' 0. 3 „ P. O \ I � 1 H y I — MULT-I-CHANE 456 (65 MIL) ip .9 FIB. !v�/ I I?' 10'-8' PECK COAT ON PLYWOOD SHT G / - SHOWERTUB VI + ; i BUILDING, LINE BELOW AT - " 4I24' rOWEL --v n 9 ILO Vlr. DHC Q 61 I I 0 ,n I - - rn D T.Y. i I - -- j B Bf- l) � ?,_4i i — 36' CANTILEVERED DECK AT � / ;t H4. I UPPER UNI? l / , _ I 5'-4' 2'-4' 3'-8' 3'-2' 1'-8' r .' I ; I' ° 601 FIB. DR WASH / n 9 N a i ui I 1 PROVIDE jj TUB SHO WE - __ I - 24' TOWEL J� X-1 KW) RELIEF _ BEDROOM N' �: 6 sTUp 10 6 X 11 6 ( � � BAR 2 �_ � r_ LJ:;r4T \ / PHONE 3 W.P. VALVE TO �� f WN. PLUMBING WALL 0 EXTERIOR r AT 16 O,C. TF' 0 LU CARPET 9 ri 1 SHE L v r� 0 k O x r 2'-8 14 H.0 2 -4' A->'tlr, ? U I ' -411-1 -S - s��.5 H G. I SPO / _ ! - L - - i 4'-0 4'- pz/IWrJ WAV — `�<12 I DOUB E H.G. DOU LE H -ix 12«2012 i}X I, rt(71� I 3'-O. 11 I _.lI t -- - _--J O L-- CONTINENTAL WALK-IN-- -J ...-._._ _.. _.J L-------------�.._----.__.---� 7 r 13 DOUBLE ROD AND SHELF ----------- I _ i I I Ii 1If I C3 �b dt�T P1 PHONE - - --- ----- ---- r----------- i BEHIND ___ _ _ ------ T.V. �� ----------' L�1n/ ------------------------------------- - ----- CRICKET BEH " a +- -- - r FLUE CHASE ---_ I r T.V. i 3'-10' 7 WALL BE O0 �r I 1"1AS7FER 5EDRO. O01 M 11'-2' X 11'-2' I I - 1 `1BUILDING LINE BELOW 67 I I I t\�) 1 CARPET 1' , ROOF LINES BELOW 9 I Q SF - 12S o I �zu MIIJ. 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SQUARE FEET Shoot No. 3 a n,- 2585 Pro •ct NO. ,iceI ' , ., , j. .. _ I„ A �11ma1N '!�'+ir7!A�AIK11 '`3.,`u ,Y-s,a5,y :►wn+�•u..e.r_. ..yv.e.r:,,.,.,,,., v--"ryr-.,v,>•.w,:.v.rlMalw�roea,. ne„e,ae,�s,r4R,•._..._... _,_.....--- - - '_ '�.' _. t II'I`II!'II!'I'1'I'1'I'I'I��'i'!'IllII1�1111'lIIIIII'ill)11111`11 11'�ll11111�11111�111111�1 ,Illlllltil Ilr�lllll'IIII1111111�111IIIIItI11IJill III II111111111)I111111111111111IIIIlllllllllltl r r NOTE: IF THIS MICROFILMED --- I_ 2 4 5 7 f3 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE TO TNF QUALITY OF FE ORIGINAL DRAWING. 0E 62 82 LZ 92 SZ bZ EZ ZZ IZ OIIZ 61 91 LIII 91 91 bl EI ZI 11 01 6 9 L 9 IS b C Z I"•"" �-• �iNI1IIl11IIIIIlIlluninulnitlnlllllulUll111111111111111I►it,lu„I„t,lnuluull,IIIH11111111111I,IIIIi1n11111111111111111111111111111u1n111►Intl►IIIIIIIIuIIIuuIlu111111�11111n11luIIIIn1111U1�111111InIIIIIIIIIIIIInIIIIIIIn111w11�n�liull�lu�lll"nI►u111nh�wlul, D � CEMBEIt 19 1991 ��raawes•r i.) 5 N E'T +�, - o r}rl�•4At. ewn rata SIT F r'lAt 1 r---iL 6-C>46i t 1 Chei Doti Arlwlrilons UNIT TY h' UNI Tl PE '4' lie I , - - 2 �� 2 L--1�E:4--- O T RAN 10 0 e 0 _ 399 . T-- I I I I l �i�LOPMENr -- , Wl-rtt SE.►-F`L-4110Il��t -:;I,j GROUP CC==] F c===3 REAL ESIATE DEVELOPMEN rl±`j10Er a) , I I WAYNE HEIKKALA ASSEMBLY - --- r--- -- r------ --•_..._.� L----- - ---� (206) 2541800 raRGET NO, i I I --- — — I Sure 208, Crestwood r1AIN BUILDING CONSTRUCTION: I� _ II 118IR Soulhtosl Mill aoc word UNIT TY, 8' Uf�IIT TYPE A TYPE ;1, 1 HC'1R RATED CONSTRUCTION Vancouver, A 986 O SEE ASSEMBLY TARGETS FOR II I / I I1 I m FillASSEMBLY ,I I I I N i EXTERIOR WALL REQUIREMENTS - ; II ASSEMBLY TARGET NO. SEE BUILDING SECTIONS FOR OTHER I 11 I ? TARGET NO. II I Q ASSEMBLT REQUIREMENTS i ;j ' v 11 I ; U II 235• COMPOSITION ROOFING ON 150 I +'L I I JNIT 7"1 'C,' a - �- — - - - --I FELT ON 1/2' APA 32/1h (5 PLT) I __ t ^" WOOD SHT'G ON 2 X TRUSSES AT 24' O.C. O WITH R-3m BLOWN INSULATION IN (� 1 / 39'-2' l UNIT TYPE 'B') 32'-2' ( UNIT TYPE 'A') _ ATTIC SPACE - 1 / 1 L 3b' GUARDRAIL WITH 6' PICKETS ATI \ I I x I I — 4LL PRIVAIEACCESS BALCONY 2 I , ; 2 EDCZ5 - SEE DETAIL FIR"elSTORY FLAN 1/2' X 0�' CEDAR BEVEL SIDING ON r N7i2 4r '7 BLDG. FELT PAPER ON 1/2' GYP. SCALE: I/e I'-0' SHE4TING ON 2 X 4 STUDS AT 16' `A 3 OL. WITH R-13 BATT INSULATION AND r--------- J z Z L 5/8' INTERIOR GYP. BD. FINISH - TYP. T�-�1Sy ul ��EJ�FZ+rt Ct w N i _ I��ti►+ v -FINN WALL - i— �`� ----- 3' TYPICAL RAKE - SEE L--- +� r UNIT TYPE 'C' \. DETAIL ---- — I , �_. _ _ L`=7, --. .� --- . BUILDING LINE BELOW I 6' TYPICAL EAVE OVERHANG li i II I �rI�'1 UNIT TY B UNII TYPE Al' t _ 42' GUARDRAIL WITH 6' PICKETS AT 1 ALL PLUBLIC ACCESS BALCONY - EDGES - gEE DETAIL I - ----- -----� r----- ----------U —_ 0 --i i I i I L---i ---- � ---- 13'-4' ---- I U I rQ 2 0 TH IER'jrmee' STORY FL AN i� T i 6 SCALE. 1,6 11 --J ASSEMBLY TARGET NO. �+ I I O I O hr 5EMB �i7r� Ssl F 04ARGET ill UNIT TY 15 I - - architects , p . c . 17355 S W Boll Ferry Rd Lake 0swpo.OR 97(X35(503)635-3616 101 E 6tn Strpt 39'-2' l UNIT TYPE 'B') 37'-2' l UNIT TYPE 'A') Vancouver,WA 9MM(206)695-0357 25 Central Way$305 - - -- --- ---- - -_ Y - -- - - --- X4 r%Land.wA"m(206)en-wa6 SECOND STORY FLANA—7 SCALE: 14li ■ I'-O' J Shot No. F PE.E'M I T # 90-0211-0220 J 2585 0 Ptc, Oct No, 1p 41 11'I1I1 '11111' IIhI'I'IIIIIIIIIIII�IIIIIIIIIIIII�1�llyll�l�1111�111�'II�I�IlII1111 R!O 111III11111IIIIlIIlI111111111111111IrI111IlIIlIIIIIIIIIIIIIIIIIIIIIIIIIl111ItIIl►11IIII�t�1 NOTE: IF THIS MICROFILMED 3" I - 2 --.— 3 4 5 6+ 7 8 9 Ito I I 12 - DRAWING IS LESS CLEAR THAN ----"` THIS NOTICE, IT IS DILE TO THE (JIIALITY OF THE ORICINAL DRAWING. 0C 62 9Z LZ 92 SZ 1p C2 ZZ IZ OZ 61 61 LI 91 SI b! 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OF -'�—- - - ROOF PLANS - CONNECTION TO - 6:12 ; ; .� (0;12 �7 PERIMETER DRAINAGE SYSTEM BELOW ----J �------- --------� Z• -- �__-__-� I I � ___- ----_-..._ REQUIRED - SEE FOUNDATION �% r- -- -- -- -- I I DETAILS - -I---------------- ------•--- I �� the - _ - _ I r I - - I CHIMNEY FLUE CHASE IS TO EXTEND I 6:12 --- -- i b:12 - j DMLOPMENr 1•. --- --�-------� -'�--- --�'- 24' MIN. ABOVE ANY POINT 10' 0' j 4---- ❑ I ❑ I ❑ , GROUP I I i I HORIZONTALLY - TYPICAL I i I I PEAL ESTATE DcVELOPMENI SERVICES INSTALL FLUE WITH 2' MIN. CLEARANCE I _4-_----- -- - - - - - I �_ _ _ I TO ALL COMBUSTIBLES ; WAY N E H E I K K A L A I Z I I I I fir.. I I I I I (206) 254-1800 Suits 208,rv: ood 12 b.l I 8 11818 Sou hrafcreslwmm Floin Boulevard 1 _ _ _�.T__ _ _ _ _ _ _ _.T._ _ _ I I I \ ❑ i ❑ I , $. Vancouver, WA 98681 I I - -------------- ------- -------- — 1 ------- --, — —— —— — ---- _ x` -� --- - -T-- -- - - - - - iL tf ,A H �, ❑ �' I Z 1 I Q 1 -N' I I I I I I f I f I�+ I I _ 1 I I II I 1 I , I e e I 1 I 1 I e It� �. _ � --------- \ i 2 + o-}— e e � % -7`- f- 1 1 I I 1 1 11 1 I \ I ! I I I I I � j ❑ ❑ \ ❑ .I G ❑ ❑ 1 fIt- _ �I I I I I I I f I �A IRIDGE D E -.5- —H—f+ --� -�- -�-- H--r—T--F-- f- --1—�--i - f---�- f jroP -H � v + �-t'or GABLE TF�USS END WITH 2 x 4 VERTICAL I 0 in � , -ill �- -- �Illllflllllllfl a I -- I WEBBING AT I(o' O.C. e 13 N N ICIA I I I I I I I IF—•F I - - ; d N 7. 235•l .LASS 'A' COMPOSITION ROOFING j ; I +� v -(ON 15 FELT ON 1!2APA 32/16 (5 PLY) WOOD SHT'G ON 2 X TRUSSES AT 24 O.C. i i Jp' ❑ �� I _ _!_ _. _ �Iilllilllllllll In FLAT CEILING TRUSSES OVER I --�--I -- - - - `' - ,- - -- r_ {I 1 1 { { { { DECK AREA -- I `_-- ------ D S. rp:12 J14—_ _ - -- _ -- -- _ .49 SQUARE FT. VENTILATING j `- b� T ROOF JACK LOCATED IN ROOFINGI ❑ i D - - ----�--—�_ _ _ ____- _ •�--- --� - - --- AS SHOWN ON ROOF PLAN le 11 i ❑ SEE BUILDING PLANS 0 —_ - _----- _— I �-- --�-- I j I � AND BUILDING FRAMING �T 0 I 1 I 3' TYPICAL RAKE 1 I I PLANS FOR STAIR ;_4 I I ' I 1 I 6:12 y i SYSTEM LAYOUT I -r-- I -- -- --- - -- - - - - - I - VAULTED CEILING OVER LIVING BELOW / I i -6 12 ❑ I ❑ i ❑ ON SECOND LEVEL FLOOR h I 1 I ----------------'� I r--------------- / —L^-------------- -------- ------'— b' TYPICAL TRUSS TAIL OVERHANG w 1 I I 16:12 I 1 2 1 J --- 1 - I I I + TYPICAL BUILDING LINE BELOW - i� I I I r Ck x ��__ �• - -—T �T- D.S. lY D.S. �I D.S. QC D.S. BEARING WALL D.S. `I L---' ---� L BELOW U1 EXTEND 2 X 4 TOP •PROVIDE ATTIC VENTILATION THROUGH CHORD UP TO NEXT PLATE LINE SEE ROOF JACKS - VENTILATED AREA TO BE o PLATING SECTION -- I / 300 THE AREA VENTILATED IF 50% OF THE VENTED AREA OCCURS ON THE ROOF WITHIN THREE VERTICAL FEET OF THE TOP PLATE LINE •PROVIDE SOLID DLOCKING WITH NO VENTING I AT ALL BIFID BLOCKING BETWEEN TRUSSES 1, I 1/2' R/S PLYWOOD SHT'G WITH I X 2 CEDAR TRIM AT 24' O.C. ON 1/2' GYP. SHT'G ON 2 X TRUSSES AT 24' O.C. - TYP. T •PROVIDE 2(p GA. G.I. VALLEY FLASHING - TYP. IU U •4 X 12 DF. HEADERS AT ALL EXTERIOR OPENINGS + 1 a UNLESS NOTED OTHERWISE SES I P I r-r -r4'r'E - 5++C F7 -A-Co ref— LI W IT rK? +M!w e I S-r hitt_)C—R1 R/4i_ 5U fi�0© FRAMING diel sS >� �1��Y F�)�� S 5UILDING ROOF FLANLDING � SCALE: 1/8' 1'-0' SCALE: 1/8' = 1'-0' v 1) O O I architects , P . C . 17355 S W Boones Ferry Rd Lake Oswego.OR 97035(5031635-3618 101 E 81h Street Vancouver,WA 98680(206)695-0357 25 Central Way 4305 Kirkland.WA 96033(205)822-4446 Z A--8 a Shoot Mo. J m 1211-022v # a�i- 25135 nr o ect No. J 0 u 7. - ..... 111111 III { 1 1 ( I I I I I I I I I I 1 1 I I I I I l l l �� I I y 1 .IIIIIIIIIIIIIIIil111�111ItIt1111�1111111I1111111I1111111I11111111I1111�II�III�IIelellllll�t111111 NOTE: IF THIS MICROFILMED I 2 3 4 5 , 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN TIA IS NOTICE. 1T IS DUE rO THF QIJALITI OF THE ORIGINAL ;I DRAW ING. OE 62 92 LZ 9? 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AT 4 THIS EXTERIOR CANTILEVERED DECK O / 7 2 X 12 RIM JOIST t1I w (2) TRIMMER r-- [_==] 1 'I (1)KING STUD I r— i 4x4SOLID 9 I T- - - �� --- - REARING - -- II II II I I I I I I I I I I I I III I SII I , L— _ I4x�I0 I 4X ,U " 1 ' I 1 4x111 H R4-w- 4 � I I I I I I I I I I I 4 12H it I I _r7 -I I I I I I I I '. 1L LINE ABOVE �I I i''II I' II I I I �— OUBL JOI�JT 11 i 1 I I III s LID Lo .IN AT IIII 1 1 1 I 1 1 1 i I I I ' D -� - - --al \ /� I ' ' I 'I I I I I I I IIII II I II I I 11_ 1; ---2 X 12 OUTSIDE JOIST It 11 I , WITH 2 X 10 INSIDE LAMINATED JOIST - I I I I I I I I I I I I III I I 1 � 4 X 12 I PN TAHR N • / 15'-0' TO FACE OF BEAM ' I II I I ,1 w I I I I 7 1 1 I �'�---------------- O TLA 0 EGGN II I ' Q ;t 1 �I I II I I I I I I IIIII � '1 ' lid II tII II t,� �' 9 � LU I I I II I I I I I I I 11 II I I I -. - 7 ; I 2 X 4 TRUSSES AT 24' O.C. 1 III A li i1 �lI I III I I 1 11 I ! I I I I ! 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(U INCiTUD ; A - � -- - - — O � IIIIIIIIIII �, � I I ;II I I I I � 1 I I I I I I I I I I I I I III I I 11111 I I I I I I I I I I III I I I � ' I r' f l illO I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I T�T== I I II; I I Air - -- - - -- - - -t' �- , � I I ISI III Ilil 1 I LI ' _;L ; _�; II 0 Illm I I I I I I I I II I ! I ' �Ir' =5 til • � I 1110 I I I I I I I II I I I I ' I I I I ; I 11 I I I III 1 I I I I I I 1 'n - " -- - ' - ill� I I I I I I L I � r I I• I I I wl I I-T I I I I I ,II r Iw I I II ! I I I I II; I I NI I _ 111 I I I I 1 I I I I I I I I III I I I I I I I IIIII 11 I I I I I I 111 I 2 I � ; I I I II I IIII i I I 1 1 i i I I I ; rnl d ;IIi IIIII IIIII IIIII IIII I Ili I I Q X 12 JOISTS 4T 16-1O.C,r--1 a (A 12 I I I I I I I I I I I I I 1 1 1 I I I I I i I IlIi1 I I I I I I III 11 I I I I I I 11; I I Ir - - - - - - e Al I � I! I ill I I I I I I ISI � I I i All ___ --- — — — — — — — — N - - ___ 415 12 I I I I I 11 I I I I III I I I I I ! 1 IIIII I I I ! 1 II I 11 I I I I I I IIi I I I � I X I JO1 TS #T 16 I O.C. iltt- 1I I II I 1— 111 I I I I I I I I I L I ! I I I I J L.� I I I I I I I �I 11r � _ I I � I I I I I I �111 1 1 `�I — I -2 X 10 JOISTS AT 16' O.C. FOR DECK err Q 1 111 I I I I � I I ,rt I 'T� I�� 1 I I I I— � I I� I I I I I I I I I I I I O L I = I-- - - - - -- - - AREA ABOVE N. � i 11 LL1 I I I I I I I I I I I I III I I I 1 I ' I i I 1 11 I I I 1 1 1 I I I I H I L I I I Q I III I I I I I I L, , __j I I it I I �1r — I N i - - -- - - I .� �- �II� -� I I I I IIII, l 1 1 , ! I I I IIS I XIS �" J 11-- — UNIT WALLS BELOW - - li IIi I I I I i I I I I I I I I I I 1 I ai 1 I I 11111 I I I I I I I I I I OIII UIL INGI - - � 1 BE RIN WA L BE RIN W.a L ' EA ING ALL ' III I 1 i I j 1 �I;) R�ISTUER I I °II. B° LL—�� _4X10 4 10 4X10 4x 4x — _ --- -- - I I I I I I I I I 111 I I �I 11 FLUSH I I I I I i I I I I I 4 X110 4 _101 I I I I I Iti I I pll— - - - - - - _ -- �X-T)✓I�J[� (eAl2 P_ A") 'rcO 0 V1 p �.JIIII 1 I I I X / Ex-�h►:�1� WAI..L Oo NST T-1 `— —J I 4 1 HE ER 11 ► I I I I 1 I 1 1 1 I I I Il G TIL VER rte" I I I r 11 AM 1 ASS M I I I 1 I - -=- - ---------------------- -- FACE of BEAM I I i l 1 I I I I I BL.h' ( I I III I ! II I I 6 x 12 D.F. n FLUSH BEAM - - - - - - 11 TARGET ND. � I t I I II I I I 4 X 12 11 I I i I I i I I I i i I I I I i I I I IIIII I I I II I� I I i i I -------- - ------ II 2 X 4 TRU SES AT 24' O.G. I IA II I I - -- - • - - -- - - - - -- it I I I 1 I I I I I I 1 1 1 I - 2 I1 15'-0' TO FACE OF BEAM -N- 1I I u II I I IQ II I I I I I I I I 1 I I I I IMI 1 z w m II SS BL I � I I � ---�_- 9 r ll II �o I I -III 1 I I1 m I I I ' PROVIDE 'SIMPSON' HU412 AT END OF 4 x 17 1 I I I I I I I A ET I l 1 1 I +L 1 II I I i OPEN AREA I I ii► I I I p l I I `3 1 1 1 R O II I I I I 1 1 1 j , FOR STAIR I BEAM TO HANG OFF OF CANITLEVERED BEAM T II I I I I I I I I I I 1 I I 111 I I I III OPPOSITE END OF BEAM TO BE POCKETED WITH 0 N I I I LL 1 I I I I I I 1 I I I I IIII ' I LL _ 2_X 4 TRUSSES AT ?4 O.C_ _ I �N . r 1(J X II r l I �; I I I I ` ,� \ , I I 2 MIN. BEARING OR TO BE HUNG FROM HUd 2. n U a 1 5'-0' TO FACE OF BEAM I 1 1 3'- Ir p 1 - I I � I 11 1 I 1 0 l ! I I LL I I ------------------ " �., _ _ _._ � X1 12 J ISTSI ATI O. .--L--�r --r----may I I p - r�.l►i I I I I I I I I x I I I 4 X 12 CANTILEVER4 x 12 AM '-4' F - ---"-- _ _ .—_ _ _ 1 BE 3 ROM WALL i I I I I IIII I I I ( I II X I I I I I BEAM IS TO EXTEND INTO WALL 8'-0' ' I 'I I I' I I I SOLID I�LOaKIN AT I I I 1 I m l i 1 . I 11- -- - - - - - 1 • I l I I ! I �.- 4 X 4 SOLID 11 I II l I I I WALL LINE ABW5O I I I1 I I I II I 1 2 X 10 JOISTS AT 16' O.G 1 1 I 1 I I 1 1 I I 1 II 1I 1 11 /�I BEARING I I DOUBLE JOIST 1 O.C. X .2 H R _ -- -_- _-- - / -- ---------- - - r I � 4 X Ic to 1 4 4X I I L - -- - - .J 2 X 12 OUTSIDE JOIST Q r WITH 2 X 10 INSIDE LAMINATED JOISTO (2) TRIMMER (2) TRIMMER C===3 L' . JJ (1)KING STUD (1)KING STUD -- L(„ =JJ C--- NOTCH 2 X 11 JOISTS TO 1�1 1 X 10 AND CANTILEVER w AS DIMENSIONED u � 4'-b' 21'-0' u LL 15'-0' l'-8' • NOTE: ALL EXTERIOR HEADERS TO BE a r c h i t e c t s , p . c . 4 X 10 DF. ai WITH I KING STUD AND - — 55'-10' I TRIMMER ::T'-ID UNLESS NOTES 17355 S W Omnes Ferry Rd O THE RW 1 SE L.aly a OiweW,OR 9703515(1.11635-fie 18 I 101 E 81h Street ALL HATCHED WALL AREAS ARE BEARING Vancouver,WA 98660(2061695-0357 POINTS FOR ALL JOIST SPANS - VERIF' THAT ALL. JOISTS SPAN FROM BEARING `5 Central Way inos 3 POINT TO BEARING POINT WITH NO Kirkland WA 9W','- (206)82244446 INTERMEDIATE BREAKS. ALL JOINTS IN PLrW000 SHT'G e44ALL- BE /� ( 11 Z FULLY BLOCKED AND NAIL-FO- f� J a w Qm t; C N=CO3Nj2 Sh•et No. TORY FLOOR FSAMI 'G PLAN . 585 Project No. 40 ' *i111�1,11III,I,'III,I,I,111fI,I11111111111111111111111111111111`1111�11I'lIIIItlIIIIJlll1111 if (II�IIIIIJ11111�111�11111I,I,1111111,I,I,II�II,IIIIIt11III,III,III,I111 t 1111I111III1111111I111 I r ` �_ I ' 3 4 5 4 � 6 7 8 9 110 I1 12 NOTE; I F THIS M(CROP I I_MED � - � -- DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO THE QUALITY OF THE ORIGINAL � DRAWING. - - 0E 67, OZ LZ 92 �Z t-Z EZ Z? 12 OIIZ 61 HI LI 91 51 b1 EI ZI I1 01 6 A L 9 S � b EI.- Z Iartaa., ' ,H111I111,11111,111„I,11,,,I1,1,1,11II111II:11111111Itii1�1II,1,,,,lu,,h,,tl„nl111111N1111IIIIIIIl111111NI�IIIIIIII111111111i1111111!tt111Nlllllllllll1111111,I111n1111u1u111111,1IuuI11111nutinOhll111111Iu0111111IIIIliIUIlIn111ulllwl�>jnlliuluull�ullllll IIIIn111n111w11I01 D C EvMBEh 19 1991 Designed Date -- ----- - ---- - - - X1'-4' Drawn ---- Date Chocked Dat* 13'-0' 3'-0' --- --- ?�!'-®' -- -- 3'-0' 13'-�' 1'-8' - _Revisions I I 1 1 r 1 i 2 X 4 STUD -1-- - 1-- -T---r-- - -f---� ---- -- .. --- REARING WALL. I 6 O.C. — " I I I I I I I I T _ I r7I T 7I �I I T' T 7:7 �II TII 7 T�- 7 2><$I-v I I"• X1� 'I _ - - --- — "' - B ( I 11 I I 1 1 E I )(a1 Z-1 j�"a.le . r I llevels I — X 0 4X10 7 I 4X10 -_ 4X10 4X10 11 I I I I I I I I 1 4 XI IOIt 1II�III1II11III�IIIIIIII 1III1_IIIII11IIII1ItjIIIIIIIII IIIIII1lI1".1II 1I1'1I1•lII1111III IiIII1II II _4�2BI6III AIIIIII TUD 6jIIII(III15II XTI1IIIII -•_---_-- - --II1IIIIII1I� II 1I I�1I1 1 1 Ie,11 SI�i I NAX�—teA9' \ -_- - - -- - — - �A o 2, jS P,, T0A, H R�A�N 1>A _ _ _ _ —_ - _ _-- - - P No, D Z,. ? 4 S�fUDI I Ik i 2 x 4 STUD RFARING11 I 1 I I DQARIW_z WALL OF I I I AT1 16' 9c-+— WALL AT I6' O.G. X - the X l ' LoPMEN��c{ rDEE R� _ _ _F4X12 GROUP REAL E.S1AlE DEVELOPMENT SERvCE,o,'•, S2 X 4 STUDS AT i2' OL. _1 3 4 EA NG WAYNE HEIKKAL'�, / AESUp IN FRI DALL (206) 254-1800 Supe 208, CrestwoodjV�1 OI- - _ — _ -� 11818 Southeast Mill Plain doulerord bXX X I Vancouver, WA 98684 FlU_14I 4x0 4x1 woo i 4 10 — W L I W LL F MBBO BEARIGWALLRINGII l EAWZ ULID, ELLISFR M 11 TERIO SOLID BEARING AT Ib'IO.C.I - T110. I 2 X6STUD FEARING WALL AT Ib' OC. Q SEM3LY 2 x 4 �TUJ BEARINGGV TARGET NO. 1 WALL 114T I6' OL. I I I I I I 1 1 1 1 1 I W. I I I I ' O 21X 4 InTUDI BE IRINDI zLL TI O�+ x idr ('4 I x7Cw)OW5LEi3 X 4 STUD BEARING WAUL AT1 2 X 4 STUD5 AT 16' OC. ;.eti✓ ::-:(, !i .3-_-'-2II1I1 X. 4 F1;IIIII1-11II I-I'I1111II1IIII6T--_-IU--DI I B_,- EA_IIIII R_ -N_C!_q = I_11I�1_111_1.1_1�11IIIII1I1 II II_n,'_I/II.�I1lu_1�u1.III!III,_11-I_111_�—�1I11_1 1_Y�1I!1II II I�1'1�11IIJ1II1111_IlrI1-—11'1I1IIII II n 1__1I I11In11i!11111IIII 1I1I1111III�u1I III111II1I 1II1I—l�uIII 1I II 1111IrI 11r_u1�1I_1IfIIn1III l 1_uI I'1_�1�11IIII11�1rIIII11I I III I I_11I1b!I1_u1I1-�_�n_�I�II�I 1.t1lI-I t1f1lJ11lIII 1I I i.1l'.11 i'_11�1n,=.1u'1I I�'l1l_1i11111_-111_u'�--�uII1I 411III�'u-_111_1_11�_1111_III i1_III_III_nIln'IIIII1I 1I I1 11-1II lIIII111I1'I111l1tIII1III IIIII111II 1I11�1I1l 11I1IIIIII111IIII{III11`r1 n,I1 I1-1I-1n_�J1--Sns1t-t1 II1IE141l1tifiIlIII1II+u--C�l--P1r1sIM1'L1i�III�`I111I J—�1�(��c.�--`II�+�i�1I11I i1--.2T=TI-Si�2-!�t:1I1�I11'I(I�-�1+rf'1 Gcj IIII1�I 2�,J1I'I I R3( IIII�j11i 11I 1�!II ,rr1�I1III J1II'I r1i,IIiI1 IIII1IllI 1i�i,III1iIIII I l�_l_—►Q_lI u_—I;IIIIIl�lbIII------l—lu1---_-—_l_lIInI-II_�+1'—�II1�12 r11'x4uX.�p 4:n1--N_2l-nd I 144LL �4T 1f' OA. NlII1 U—lBnS---'lE R lIR1N�1---1� I IO . STUr WALLS OC. TYP.AT1 - 4 NIONB�ARI G INTERIOR STUD WALLS D ATI 16Or-. TTfP. 2 x 4 ST 11 WA L AT Ib lvBXl2� r 6 2n-- nx!II 1---ll�hD-•-� "lI�II l' A �T—_�-- --�— 1 - _ _ �----- �NOTE: 16, O.C. SIMPSO_N U _2 1,1 0 -_. JOIST 3X 4 FEARING 3 X 4BE RIN LHANGERS AT ALL FL US _H 'N7E IpR TU TE10R6TUD L4LLS �JMA=ASING I I , O , A1 S BEAMS Lo 6CB ARI W s LIDRI _ Ilk _41 E.ARI L 4 10 4 4 OM BEARING WALL.R 10XI ;� F US- t 4X1 4x; x IG ALLXI XI I I I I I A� 1X12D D EAR SO I. NG _ _ AJ FR 1YI AIvE x 46TUDI 1 1 4 x 12,_X �4R1G WALL I I ? X 12 . T 16' OG. -- EDGE OF STAIR LANDING tJK-1 A�SEM5_Y �T 16' Or. � ATTACH 4 X 12 5TR!NGERS TARGET No. PER DETAIL -1 OPENING - SEE BUILDING BEARING As, EMILY WALL ATI6 O.C. 1ELEVATION 2 TAGET NO. I SOLID 4 X 4 BEARING T FROM CANTILEVERED �I POs DEAMABOVE -J2 X � STUD EXTERIOR BEA INjWAL(S At / CG -- 2 X 6 STUD EXTERIOR2 b D XTEIRIOF � I I 41- - - \----STAIRBEAVJNG-WA1 I .QI TOWER t__ 4 10 AT 12' O.C.B ARI IQ 4 X 10 U.G. WALL - 2 x 4 S - 1 410 4X - - I - 10 7 _ 77 I I STAIR To AsovE SEE XX DETAILS r11 /iLNLIC� o✓CMZ x 12 D.F. h STAIR STRINGER xLI 1 _ 0r �a 1 incT o rp o ra GOQ�.rOr (�y1 �rVo 2 X 4 STUD BEARING WALL AT 16' OG. • NOTE: NOTE: ALL EXTERIOR HEADERS TO BE 2 X 4 EXTERIOR STUD WALLS TYPICAL 4 X 10 D.F. 01 WITH I KING STUD AND I TRIMMER STUD UNLESS NOTES 2 x 6 EXTERIOR STUD 1JALLS AT ALL • plan 9'-3' OTHERWISE WALLS SUPPORTING 2 FLOORS ABOVE ed"-Qe "h','.0.f",'_ AS NOTED ON PLANS I e d9?'-2' UNIT TYPE 'B' 32'-2' UNIT TYPE 'A' ALL HATCHED WALL AREAS ARE BEARING POINTS FOR 4LL JOIST SPANS - vERIFY 2 X 4 INTERIOR STUD WALLS TYPICAL 7755W0oonesFeaynd,Like Oswego,OR9?W5t0J)6353611.8 THAT ALL JOISTS SPAN FROM BEARING 101F nm Slim.v70collwrYmW.60(20016950357 POINT TO BEARING POINT WITW NO 3 X 4 INTERIOR STUD WALLS AT ALL 25�n,uelW.,y,I]05KuklaiW.WA90033(2061P22444d INTERMEDIATE BREAKS. INTERIOR BEARING WALL LOCATIONS ALL JOI!"-S IN PLYWOOD SHT'G SHALL 5E A5 NOTED FULL( BLOCKED AND NAILED. A„ 1 AN'Y' NOTES ON LOWER SIDE ARE TO BE 51MILRILY APPLIED TO UPPER SIDE OF STORY FLOOR FRAMING FLA ` Shut NO. I (,FRM I I # SCALE: 114 - I -0 D 1 ^ F)F 2595 Project No. ! Iowa P 11l1111111 11 1I111111111111,l) 1111111111 111 2 3 5 6 7 0 9 12 NOTE: IF THIS MICROFILMED DRAWINIS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAI 16 107 DRAWING. OE 6? 92 LZ 9Z SZ 1 EZ ZZ IZ 0? 61 91 it 91 SI bl EI 21 II 01 6 9 L 9 Sb E 111111111uiluuI11n1111111u1111114E� lARI W LL OC. �— 19 EA 0I INGALLL NNE M Designed -� Date Drawn Deto _ -- _- -_-- --- - - - _- Chocktt;'d Deto 3'-0' 9'-3' 9'-6' 9'-3' 3'-0' 13'-0' 4'-@' _ --- ----- - - — - ---- -- gwlMons 3'-0' I@'-@' I0'-0' 3'-0' 3'-8' 4' :4' X24' X10' GONG. FOOTING LJITH (2) 04 13ARS EACH WAY - - IN FOOTING ---.-- - — , 1 24' X 24' X 10' --'-� i r-� J I L---- L F -- I r A CONC. FOOTING WITH v i I I I i I 0 11 I 1 (2) 04 B. 2S EACH WAY It IN FOOTING I I I iA I I I I I I I I 1 r ----- I I I r - ----- ~ I E--------------- ------- ---- I --- ---- - -- ...-_._.._-----------____._._J L_ I I I I I ---------------------------- J --------- I I I I I I L---- -------------- ---------J L----- ----- I I I i i I I I I A I I I I I I I I I I I , PHGCTANRAN - i I t I I i i I , 1 I I 1 • w GON - 0 I I L- F-1 `------3@' X 30' X 12' CONCRETE FOOTING WITH (2) 04 BARS EACH WAY I I I I I I I I I IN BASE 15'-I0' - - b'-4' 5'-6' I I 12 -8 3'-0" I I I I q I ; ; `9 the t s l � L1 I I r, L� I DEMOPMENr 1 L 24' X 24' X 10' GROUP I I I I I I I 1 1 I I I CONC. FOO ING WITH 1 0 I I I I I I I �- RfA,. E;LAiE pEVEIVEhtEN1 SERVICES (2) •4 BARS EACH WAY I i I I L� N WAYNE HEIKKALA IN FOOTING I-J L-1 r J I I I I -_- L_ I I I I h•�[ � (206) 25a•181� t -------1 {I l I I j I I ___ _ I I _ I- I I -J Suite 208, Crealwood I I r I Q —r— 1 1 L J 11818 Southearl MITI Plain Boulevard ❑ I I ❑ I 1 I I I FI Qa I J Vancouver, WA 98684 - I I I I I r�-----------� L------� -' r I I - I L---------------- -p► ------ i I L J------i L-----R ------------------------ --------_� 1 ' ---------J --- --J �3a K�� xis ' core-(:, t — - - -- - - - - - - •13 - - - -- - - — - - —j------- L J-------- r-rcl U1/ Erl VJ�I`� - - - a I N I ---------- --------------- - ------------------------------------ I L----^ --------•---- I r---- 24' X 24' X 10' I I L---•- 3 -4 I I I CONC. FOOTING WITH J I 3'-6' X 3'-6' X 14' LI1 ------------------- I I (2) 04 BARS EACH WAY CONC. FOOTING WITH IN FOOTING (3) 04 BARS IN BASE I I Q I I EACH WAY 9 .9 j I 36' x 60' x 14' CONC. C L_______J 61 FOOTING WITH 04 BAARS AT 12O.C. EACH WAY 0 I I I I 4 CONC. SLAB ON .006 BLK. V.B. 0 IN FOOTING ON 4' MIN. SAND BASE ON FIRM I 0 UNDISTURBED NATURAL GRADE LI L----------------------- ----, j \ ------_---------------J --I -- �/ I --------- I - COQ i I - VERIFY LOCATION ,A\ ,�y�� I I Vf �•'�',yL__ ------------------- -------- ---- --- ----------------------------------------^---------'------------ --------'---------^---------'----"— OF STRINGER FOOTING r I - ----------------- A 61 J Arr 61 ;q I BASE PRIOR TO PDDR LAV f'ol r T ` - _ - - _ _ _ - - - _ _ - - _ - - - _ _ _ - - _ _ _ _ I — _ _ _ _ _ _ I 8'-4' `" .9 v I ----------------------------- --- - I I I I l IL----------------- -- - ---------------------J I T�- 1 I I i -24' X 10' CONTINUOUS CONCRETE L--------------------- 1 I i I FOOTING AS LOCATED -� ---------------------------J I I I r I T V 3'-d' 19'-6' i 'BUILDING EDGE 0 *� I I , , r B 36' x 60' x 14' CONC. A 9 I I - �, FOOTING WITH •4 BARS C4 I i FOOTING EDGE BELOW 9 1 I AT 12' O.G. EACH WAY 1 IN FOOTING 3'-6' X 3'-6' X 14' ---------I _ - i f' • ~� CONIC. FOOTING WITH .p 1 I (3) e4 BARS IN BASE L_______J I I '8' CONC. STEM WALL ON Ib' X 8' CONT. 24' X 24' X 10' EACH WAY CONCRETE FOOTING `. s I I GONG. FOOTING WITH • ------------------- 16., --'---------------- � � • ,ir.� I 1 (2)04 BARS EACH WAY r- ----� I • IN FOOTING L--------- ---------------- ------ L---------------------------------------__ - _______ F I ci. NA � I J>W^1 1 - - - - L----------U L----------- i >r••i --------� r------ r ------, r----- , I - - -Q— - --------- ------ ------ / ---------- — ------- _ L� a` 0 20 I I ENTRY ^, i t i i i I - ---------1 I I-------i 4 ' i THRESHOLDS �1 I I -I-- I —�— - ~— - t - - I —- THICKED SLA13 AT EDC. OF p f 1 I I ❑ I I ❑ I � I L--- --� I I I I r-J L-------i ` I r I rJ CONCRETE - TYP. I I I II I 1 1 1 24' X24' X10' L� �' _ r LI as I I I I I I CONC. FOO ING WITH /1i I _ - i -- - N 1 I I i I I 16 I I I (2) a4 BAR EACH WAY 'I I I I I I IN FOOTING r I I L� r ;p I I I L ___J I i i I I I I I I 4' CONC. STEM WALL ON °� T 4'-0' 3'-0' 15'-I0' 6'-41 I g _6. I I 12'-8' I I I I 1 I ��- 0 ,K— I I I I I? >i 6 CONTINUOUS CONCRETE (� FOOTING - SEE DETAIL V &I CONC. STEM I I � 9 �'► I i i I I I I 0 G1 ' , , ' I I I I J L_ ' t� WALL ON 21' X�'�j' CONT. GONG. FTG, t1 I i i i I I I I 1 I 0 -(� I I I I I I I I I I I I I I I I I I I I I Li I i j l I l i I 30' X 30' X 12' I I I I I 1 I I I ' t CONCRETE FOOTING WITH v 1 I I I I (2) 04 BARS EACH WAY r-------- ---------- ---------� ---- -------- -- ---- -- - - i I I I i 4, IN BASE �3 I I I I I I I I I I I L__-- -__- _______J �� i l___...___ ---_--_--_J I I 1 O I ------------- ------------- -1 I Q L -------- _ ---------- -- I i i r----- -- -------- --------- -----i I VERIFY LOCATION OF Q 24' X 24' X 1@' ------ i i I A i I I i I�_ STRINGER FOOTING BASE O 9 cc CONIC. FOOTING WITH _____-- i i i i 9 j I I 9 I i ( i PRIOR TO FOUR .2) 04 BARS EACH WAY I V IN FOOTING r---- r� L_J 1 L__J' L., L_ J I N 1..-- -SCJ i ---- — I I ----' L-- -� I I r---- --- --- --- ' L---- - --J L- _J r• _ • NOTE: — PROVIDE 5/8' DIA, X V' A%.B Al 36' O.C. --- ---- - _ - 24' X 24' X 10' AROUND PERIMETER OF SLAB 12' MIN. FROM CONC, FOOTING WITH -,_ EACH CORNER (Z (2) +4 BARS EACH WAY IN IN FOOTING architects , p . c . 3'_0' - 3'-8' 4' ��-- 4' MIN. CONC. DECK SLAB AS DIMENSIONED 17355 S W '300r4s Ferry Rd - -- ON FOUNDATION FLANS SLOPED TO DRAIN Lake Chwew.OR970d5(50J 635-3618 3'-8' 13'-m' 3'-0' 9'-3' 9'-6' C31-31 3'-@' 13'-0' 4'-Q)' 3'-8' 1/4' 12' FROM BUILDING FACE 101 E 8M Street Vary_-ouve;,WA 99860 1206)695-0357 25 Central Way#305 Kirkland,WA 96013(206)8224416 J A--11 z W Shoot No. �► m FOUNDATION PLAN to ERMIl reg1...-17� l (1a `n_1 �CA,_E: VA' 1'-0' 2585 nr- Project No. J 0 to ' - • - /o/M•••y - 3�'••...�......... • '.. • e�.' 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':� .eY'l�..�we�a•-...r•r... ..�+.a... u _......,.�•1......-....... wsrh.ws-6.ws... ,,... m • • 11 1 1 1 I I l l l t l l l l l l l l l l l l l l l l l ` 1 1 1 '1 1 1 1 1 1 1 1 I I 111 111 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I'1 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 til r pp,q rl 1 � 1 � � � 1 1 � 1 � � 'rl r � filt � l 1 � 111 � 1�1 � 1 i � ill � lll � l � l � , ll I I I 1 � 2 3 4 5 a 6 7 e 9 I)0 II 12 NOTE: IF THIS M ICROF I LMEU ----tee► DRAWING IS LESS CLEAR THAN TtIIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0E 6? 92 12 9``�" S2 t•2 E2 2p 12 02 61 81 11 91 �I 1►I EI 7,1 II 01 6 9 1 9 S tp C Z 19.raa. yyy'-� r�!IIIIII�I1111t111�1111�11t111111�1111�111111111�111lltitl;1111111,tIt1t1�NtllttttiNll�tI11�N1I�If lllltll,IN1�1111�111f�llll�llllltlll�H11�1111�1111�1111�111111111�IIIIIIIII�IIII�IIIf�llllll111�11111111't1111111U11111�1111�1111�1111�11111111i�111l�lll�tllllllll�llll�l�111111111�111II1W�IIH ' D C E M B .t 19 1991 TAIL EXTENSION TAIL EXTENSION DoWl"od Date .a 24'-0' - t_)m h _�7.2�I, 10 Drawn Data -- FLUE IS TO EXTEND 24' MIN. ABOVE Chocked Dab ANY POINT Im'-m' HOR12ONTAL�Y Revisions AB MD Y TARGET EXTEND TRUSS TOP CHORD ASSEMBLY TO MEET WITH TOP CHORD OF / 2 X 4 7RUS8ES AT 24' O.C. 'Z TARGET NO. TIWSS ADOVE / LLATH VAULTED CEILING AT SHAFT OVER LIVING ROOM LOCATION STRUCTURAL BEAM 12 - iolz Flf E/SAL IrJYI/tLLMf��'•I �. ' PER P AN f BEAM PER FLOOR FRAMING IZ glpQ OJ,N F IT q PLAN INSUL BELOU B BEH ND RUC L i0 CANTILEVER TRUSS 6� 2 X 4 TOP C BEA R PIP I PLACE or M515—61 PROVIDE INSULATION 6' TYPICAL TRUSS ATTIC ATTIC STOP - 1' I-'IN. CLEARANCE ♦!`+7Vy 9 m =AIL OVERH / AREA AREA TO FLUE I' T RAH y - - - -- - - - __ ! d TI , R G9N } O IZ PRAFTSTOP AT CEILING LINE • TYPICAL .,r ij, '99 cj' 2- F DOUBLE TOP PLATE - TYPICAL w�'�' �i fl�•4YJ DRYERDUCTING WHICH PENETRATES UPPER VERIFY ROUGH FRAME OPENING FOR FIREBOX ~ TARGET NO SURFACE OF I HOUR Q WITH APPROVED MANUF. the ASSEMBLY MAY CONTINUE UNIT T PE 'A' Q R-13 '—' UNI TY TWROUC04 JOIST SPACE TO PROVIDE FIREPLACE HEARTH EXTENSION DEVELOPMENr FN I\I EXTERIOR OF BUILDING WITHOUT AS REQUIRED BY MANUF. �9 WITHOUT PROTECTION- ` GROUP _ c=.-1 [sInIL orvr.:ITA[4I sFr TARGE? NO. \ 2 X 4 SILL PLATE WITH led NAILS AT 16' O.C. A NAILED INTO RIM JOIST BELOW WAYNE HEIKKALA 11x1 zs� IB^a 2 X 12 CONTINUOUS RIM JOISTS - TYP. �� IICIB Sowhem:�mJl l!o B--d 2 X 12 FLOOR JOISTS - SEE FLOOR } O FRAMING PLANS FOR SPACING AND DIRECTION N U O Z V Lm :UNIT T PE 'A'UNI TY cJ DRYER DUCTING WHICH AASEM5LT • NOTE: O N PENETRATES LOWER TAhYaET N SURFACE OF I HOUR IZ ALL LOWER FLOOR STUD BEARING WALLS TO ASSEMBLBE 3 X 4 STUDS AT 16' O.C. LU- Y ASSEMBLY FROM BELOW I TAIg3ET NO. MUST BE PROTECTED TO u - J FINISHED GRADE TO SLOPE AUTAY FROM L -- THE EXTERIOR SPELDIGRADING CO I CIFIC N- SEE SITE DIITTION$PLANS FOR II - 2 X 4 P.T. PLATE WITH - TYP. �� --- FOOTING SIZE AND LOCATION PER PLAN AND DETAILS � 24'-D: BUILDING SECTION #1 SGAI-E: Il4' I'-m' TRUSS GABLE PACKAGE OVER N TOP OF LOITER TRUSSES AT 24' O.C. I 3'-b' 4-2' GROOF FRAMINGIRDER TRUSS A9 LOCATED PER rY, i I w ul 114I 12 2 x 9 RAKE - TYP. roq p� UNIT TYPE 'C' m �` �: -- I/2' R/S PLYWOOD SHT'G FINISH WITH I X 2 CEDAR TRIM AT 24' OL. BOTH NQ LSEM5LY Ir-m WAYS ALIGNED TO MATCH ALL SEAMS In TARGET NO. L OVER A88EMDLY •S m 4PUBLIC GUARD RAILING WITH _—- — PICKETS AT 6' OL. o �1 - --- UNIT TYPE 'B' UNIT TYPE 'A' H �- 2 X 12 MAIN UNIT FLOOR, JOISTS •-I -- WINDOUS PER PLANS - O 11 I- LIFT-11 11 ; 11 11 11 11 r4 U4 X 12 TYPICAL EXTERIOR HEADER 3 _ UNIT TYPE 'B' UNIT TYPE 'A' J UNLESS NOTED OTHERWISE 'I4 6 A9 EMBLY ^ TA ET NO. ta- w I - 4' CONCRETE SLAB ON 4' MIN. otc* 4E1PIE Ei�, % GRANULAR FILL architects , p . c . FINISHED GRADE 17155SW 90 Fw,Rd _ LN•Ofwgn.OR970351 MIUSI616 FOOTING PER FOUNDATION PLANS 101 E 61h Slaw VWxmu .WA 91/00(1061691015] B CW1 25 CI 0V.O. ry WA 99030=11091 t22� BUILDING SECTION *2 l4, A-12 1SCALE: 114' . I'-m' Sheet NO. 3 nr 0 2585 Pro set No. 1 p'f rI11tI1111111IIIIIInI111I'IItII IIIIIlI111I111I 111I111IIIllll ll}IIII�I11'IIIIIflllll`I�I�I�IIIrI nIIIIIIIII IIII II II IIIIIII IIII111I111II Il II II II III IIIIIIIIIIIII IIIIIIIIIII IIl I111I111Illllu: 1 . NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 t) 9 IQ I I 12 DRAWING 1S LESS CLEAR THAN THIS NOTICE. 11 IS DUE TO M QUALITY Of THE ORIGINAL DRAWING. OE Be Re a 92 se ►2 E2 22 12 OZ 61 91 11 91 SI I'l EI 21 II OI 6 9 1 9 t' EI� 2 1•'•"- 24X .M1�1IIIIRIIIIIIIIIIIIINNI11u IUHINNIIIIl II19I1111111UINNIIN7IWLInH W u1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIp IIIOIIHHIu11I nHI1111I11N IIIIIIIIIl II111I11Il IIIIlII111I111�IIIl IIIIIIIIuIIIIlI11HIgHIRIt IIIIIINIIIu IIIIHIIIIIlI1111I1W11111II111IIINlIlllllllll1111i IIIlIIWI1111 ECEMBEAl 19 1991 Designed Date 3/8' OR 1/2' CsYP. BD. OR 1/2' PLYWOOD SHT'G Drawn Dato DRAFT STOP BETWEEN OVERFRAME TRUSSE AND UP SIDE OF COMMON Chocked Date TRUSS BETWEEN UNITS \ Revision* 235" COMPOSITION ROOFING 12 ��\ --- ON 15"FELT ON 1/2' PLYWOOD SHT'G ON 2 X TRLJ55ES AT 24' O.C. - Ft _._ - ___------ TYPICAL ROOFING TO BE MIN. CLASS 'A' OR - -- - CLASS 'B' IT - 2 X 8 RAKE - TYPICAL_ J } O 1/2' x (o' CEDAR BEVEL SIDING ON U Z 1%;' GY"P. SHT'G ON FACE OF GABLE 0. W LU TRUSSES - TYPICAL Lu r � ---- -------------- -- - 2 X 4 TRUSSES AT 24' O.G. - fr 0 -- - _ SEE ROOF FRAMING PL.4N FOR .SPACING V� -- ----- UNIT TYPE 'C' -- - -- �--- -----� ASSEMBLY -�-- . -_ - ---- -- -- UNIT TYPE 'C' ---- - V L�j C✓ AND DIRECTION � TARGET NO. _� �, AN N b N 11. A - rn Z " r L D, QREGJN LnASSEMBLY ql - - - -- - - - - - -- - -- - 2199 TARGET NO. Z G _U ASSEMBLY ��- WINDOWS PER PLAN - the C�PMENr 2 TARGET NO. ,f_� - -' e ' YM(p � GRC)tJP UNIT TYPE 'A' -_-___._-_ __- --- --_ - ---- - - - UNIT TYPE 'A' -- _— 2 X FLOOR JOISTS - SEE FLOOR FRAMINGLl / PLANS FOR SPACING AND DIRECTION - PEAL ESTATE DEVELOPMENT SERVICES VERIFY` BEARING POINTS FOR ALL FLOOR JOISTS - DO NOT BREAK FLOOR JOISTS OFF WAYNE HEIKKALA SOLiD BLOCKING m 3 ON NON-BEARING WALLS. (zea) 254-1800AT ALL BEARING -4 -- \ Suils , Crestwood POINTS TYP. Z O 11818Sou Southeast min Plain Boulevard - r Vancouver, WA 98684 r-.— -- - CONTINL!OUS 2 X RIM JOIST WITH 1/2' G`'P. SHT'G COVF"R - DO NOT EXPOSE RIM JOIST FLUSH WITH -� - - 1/2' GYF, SHT'G, FIRE RAVED PRC'7CTION MUST J CON INUE THROUGH Q C� ALL LOWER FLOOR 57UD BEARING WALLS AS ____. LOCATED ON THE LOWER FLOOR FRAMING UNIT TYPE 'A' - -------- -- UNIT TYPE 'A' L= L1 � PLAN ARE TO BE 3 X 4 STUDS A7 16' O.G. AT 1. THE INTERIOR AND 2 X io STUDS AT Ib' O.C. O cp AT THE EXTERIOR WA__S. Ln r, — - --- FINISHED GRADE TO SLOPE AWAY' FROM i� �- BUILDING FACE - SEE SITE GRADING PLANS - - - - - - -- - - ,/ FOR SPECIFIC GR.417DING CONDITIONS 0 4' GONG. SLAB ON .006' BLK. V.B. ON MIN. SAND FILL ON APPROVED GOMPAGTEU OR UNDISTURBED GRADE FILL FOOTING PER FOUNDATION PLANS 5UILIDING S -� SCALE: 1/4' = 1'-0' ;7� ♦�rtep� *� Vl VERIFY AVAILABLE MAILP_OX SIZES PRIOR TO CONSTRUCTION - WiDTH / TO VARY ACCORDING TO AVAILABLE i SIZE - FIELD VERIFY 24' 14'-0 24' I 14'-0' 24' VERIFY ��- ------� VERIFY �'ROVIDE 2 X 4 P.T. SILL PLATE AT BASE FOR CONCRETE CONNECTION _ _ _ 3 X 14 DF. "1 I-- - - � � �- - � _,.----2 X 6 CONT. CEDAR X 8 CEDAR CAP TOP GAP - MITRE AT _ _ - _�• 3 X 14 D.F. "I� � � + I • � CORNERS X 6 CEDAR TRIM 3 X 14 D.F. "1_ �D SINGLE 2 X 4 TOP PLATE _!____ i -___ r --I,'2 X 6' CEDAR BEVEL *_1 L 3 X 14 DF. "I - - +- - -�, 61"SAT O.C. WITH 3/8' R/S 1/2' X b' CEDAR BEVEL .< 6 CEDAR BEVEL ON PLYWOOD FINISH ON I/2 1/2' X :0' A.B. - MIN. SIDING ON 2 X 4 STUDS \ BACK PANEL AREA CA 15" FELT ON 1/2' PLYWOOD ` -1_ (2) PER PLATEAT 16' OC LIGHT FIXTURE - CENTERED FLAN 3HT'G ON 2 X 4 STUDS AT I I� }-� /� t _ � Ib' O.C. - TYPICAL �OLMI�;�/f� I (ON �" 6' CONCRETE STEM WALL - -SINGLE 2 X 4 BOTTOM PLATE •4 X 4 HDR OVER OPENING MIN. &' ABOVE FINISHED GRADE 2 X b CEDAR CAP ON TOP 18' DiA. GONG. PROVIDE SOLID BEARING FOR AND TO EXTEND BELOW GRADE MIN. OF DOOR BELOW FOOTING - 24' BEAM POCKET ON BOTH SIDES - 12' - SET ON 32' X 44' X 10' FINISHED GRADE BELOW 3/8' PLYWOOD ON REAR OF DOOR DEEP M!N. TYPICAL CONCRETE FOOTING SET ON UNDISTURBED FOR SHEAR STABILITY - NAIL AT 8dOR COMPACTED SOIL AT 4' O.C. DETAIL 'A ' _ 7A1L 8 %STA ONE COMPOSITION ROOFING ON SCALE: 1/2' 1'-0' SCALE: 1/2' = 1'-0' 15" FELT ON 1/2' PLYWOOD I/2 X 6 CEDAR' SHT'G i>1 j 'G ON 2 X 4 RAFTERS 5'-m� B SIN - 4 -0� -- 5 -0' 8 -0� __ SIDING G 2 ' 4 STUDS • 3 X 14 D.F. T. "1 ABOVE - AT 16' O.G. SEE SECTION 2 X (o GEr'.R RAKE j � GLASS 'A' COMPOSITION ROOFING ON ` \` 1 X 8 CEDAR CAP BD. ON BOTH SIDES % 1/2' PLYWOOD SHT'G ON 2 X 4 RAFTERS 10 1 2 X 6 CEDAR TRIM OPEN ENTRY - AT 24' O.G. WITH CON'riNLJOUS 2 X 6 Rl:>GE BOARD AND 2 X 8 CEDAR EAVE BOARD - LIGHT FIXTURE IJAT 0 0 o - VOID NO GUTTER - BEHIND / / _-_ 7 9 — --- --- --- -�-=- ---- - ----- - - 12' - X D.F. "1 BM - TYPIAL -�__/�� - _'.---------- -- - --- --- -- - - 3 ' 14 ABO`✓E METAL MAIL BOX - HORIZONTALTYPE — -- YARD DUIMPSTERS l / l - - --_ _-- -_- -=7 7X --- -1 X 4 CEDAR TRIM AT ALL CORNEF25 - TYPICAL 2� _.._ ------------ - ---- _ - 1;2' X 6' CEDAR BEVEL ON i5" FELT CN -- - --- - -^ WITH LID (� - ___ -- _- ------ - I X 4 R/S CEDAR TRIM AT I/2' PLYWOOD SHT'G ON 2 X 4 STUDS AT - ---- - -4, 4 X 4 P.T. POST ----- -- ALL CORNERS - TYPICAL - Z � - - I6' O.G. u-- TYPICAL (2) 3 X 14 DF. 01 BM BELOW - TYPICAL - - 4 x 8 P.T. POST - -- _- ro' CONCRETE EXPOSURE — --- i AT GATE ENC - C 4, 6' MIN. GONGRETE EXPOSURE AT BASE 3 X 14 DF. 01 BELOW FINIS!AED GRAIDE FINISHED GRADE --- -- - - 6'-0' HIGH GATES J/ \ TO SJPPORT MAILBOXES _ _ -__ • ON FRONT - MOUNT OPEN BELOW TO 4 X 8 POSTS W' / architects , p . c . HEAVI DUTY HINGES 17355 S W Boone%Ferry Rd ELEVATION ELE\/ATION 5E0710N PROVIDE CASTERS - FULL METAL INDIVIDUAL -- - - ---- - - ------- --__ - � HEAVY DUTY HINGES A7 BOXES ND OVIDE GA rES MASTE.RAKEY KFOR MAIN AC ESS \ ' C45TERS AT BOTTOM ASPHALT GRADE AT OUTER EDGE OF Lake Oswego.on 970351503)635-3618 GATE TO ROL L ON 101 E 81h Sireet PANEL FOR NAIL DELIVERY - SIDE ELEVATION PRONT ELEVATION PL N Vancouver,WAMM)(206)6954357 MAILBOXES ARE TO BE APPROVED - - - --- --BY THE POSTMASTER PRIOR TO ELECTRICIAN 15 TO 25 Central Way 1305 CONSTRUCT'ON SUPPL Y POWER 4ND Kirkland WA 99033(206)822 4446 LIGHT FIXTURE TO "" GARBAGE ENCLOSURE A - 13 zT. MAIL50X ENCLOSURE GA=rq20AQE ENCLOSU&E a mF-01' ° - 114' S aat No. I'.., 258, f 1_:,F Fill -I # 9r Pro act No. D 1 nr 0 JIFwas, NOTE: IF THIS MICROFILMEC 2 3 4 5 4 6 7 - 8 9 (0 --11 12 DRAWING IS LESS CLEAR THA,;4 . THIS NOTICE, IT I; DUE R) THF QUALITY OF THE ORIGINAL DRAWING. --- - _._.._ -- - _----- --- - --- __ - --- - ------ -- -- OE 6? Be LZ 92 S2 f2 EZ Z2 Z 02 61 91 L! 91 51 t,I EI 21 I I 01 6 9 [ 9 4 b C Z I """" ,r111nrrlurr unllul nnlnrl nlulr,IIIIIIIII IIIfI1ul uu6�a fmlun Mrrlrul ►nllnn ull�nlllmt{flrlllnllur; wll!Iti lnlluulllllllllr IIIIIIIIIIIIIIIIIIIIIIlI�IIIIIIIIII!llII1i11IlUII►Iuhllllrllrlrlor nIIi11uIIIIIIIW�IlLI111Illll�llll�l�1111IIIIIIIIIIIIWIIIH DECEMBE % 1991 -----�•T..,.,�.-_ ___ .__ _ ............ _tee•..----- ___ .� Dote Crown Data Chocked Revisions ASSEMBLE" 2 ASSEMBLY i 235+ COMPOSITION ROOFING TARGET NO. 3 TARGET' r10. � 4' GONG SLAB ON .006' BLK v.B. / SHINGLES ON 15+ FELT ON ON 4' MIN. SAND 5A5E ON APPROVED �� I/2' APA 32/16 (5 PLY) WOOD ASSEMBLY COMPACTED FILL OR FIRM UNDISTURBED j SHEATING ON 2 X TRUSSES AT I TARGET NO. J+ _- 2 X 6 STUDS AT I6' O.G. AS LOCATED NATURAL GRADE i 24' O.C. I/2' R/S PL1"WOOD SHT'G ON EACH SIDE OF 2 X 4 Y ON FIRST FLOOR FRAMING PLANS---- - - ---- - - - STUD WALL BETWEEN GARAGE AND STORAGE INTERIOR =26 GA. EDGE FLASHING - TYP. 5/8' TYPE 'X' GYP. BD. ON EACH SIDE - 2 X P.T. PLATE WITH 5/8' D!A. x Ira' _�- 2 X P.T. PLATE WITH 5/F,' DIA. x 10' - - ---- - -- - =1� ' STORAGE INTERIOR 1 OF 3 X 4 STUD WALLS AT !6' o.C. A.B. AT 36' O,C, AROUND BUILDING AB. AT 36' O.G. AROUND BUILDING - ---- -4' CONCRETE SLAB _J, PERIMTER - TYP. PERIMTER - TYP. 2 X 8 CONTINUOUS CEDAR GARAGE INTERIOR I 11 � II RAKE BOARD APPLIED TO � 6 MIN. CONCRETE EXPOSURE 6' MIN. CONCRETE EXPOSURE 2 X 4 CONTINUOUS BLOCKING 2 X 4 CONT. P.T. PLATE WITH 3/16' DIA. VI ' 11 :FINISHED GRADE 1 11 FINISHED GRADE - X 4 CONT. P.T. PLATE WITH 3/16' DIA, POWER DRIVEN PINS AT 24' O.G. MAX. - ------ _ _- _�. _ _- BEHIND APPLIED TO I/2' -____�,_.� -� I I=-� r PL YWOGD SHT'GPOWER DRIVEN PINS AT 24' O.G. MAX. - 'REDHEAD' FASTENER OR APPROVED EQ. RIGID'REDHEAD' FASTENER OR APPROVED EQ. i 4' ABS PERIMETER DRAIN PIPE INSUL, -- 8' CONC. STEM WALL WITH •4 UPRIGHTS 4' CONCRETE SLAB CONNECTED TO DOWNSPOUTS AS 118 AT 48' O.G. AND HORIZONTAL TOP AND 1/2' X 6' CEDAR BE`✓EL SIDING ✓ARIES WITH SLOPE ' - LOCATED ON 'HE ROOF PLAN I l 0 �i t BOTTOM AT 18 O.C. MAX. ON 1/2' GYPSUM SHT'G ON i II � I?' MONOLITHIC 5TE1'I WALL WITH 4 UPRIGHTS II ,�►`''" I' I 1 AT 48' G.0 AND HORIZONTAL TOP AND BOTTOM #_ 2 X TRUSSES WITH WEBBING AT IN, o j r A7 18' .C. MAX. _ 4' ABS PERIMETER DRAIN PIPE I �� RIGID INSUL. Ih O.C. �j 3:1 - '—� To EXTEND --- –�� — Imo– 11 G.Tr4iRO 4' CONCRETE SLAB 24 MIN. UNDE \� / � '�4' DIA PERF PIPE - TYPICAL 11 W AT IC SPACE - PROIVDE DRAFT i 0 4' SAtID BASE -- SLAB lR-5' ( #�- 4 - II STOP AT ALL UNIT SEPERATION 12' FOOTING I ��. --- � '4' pIA. PERF. RIPE - TYPICAL WALLS Pr „ iA�j 0REG011 ' (2) +4 CONTINUOUS BARS IN FOOTING —,� ___ - ��'' 4' (2) +4 CONT. BARS N FOOTING - 7YP. --16' � - 16 � -- --- - - - -- -- FIRM UNDISTURBED NATURAL SOIL--__. jt; OF 6p GARAG- E-7- STORAGE INTERIOR FARTNI"' WALL TYPICAL MONO FTG. TYPICAL STEM FTG. RAS DETAIL SCALE: 1' 1'-0' SCALE: 1' = 1'-0' SCALE: I' = I'-C' SCALE: 1/2' 1'-0' SCALE: I' = 1'-0' the DEVELOP Moue VERIFY PITCH �- --235+ COMPOSITION ROOFING ON r'_AL ESTATE DEVELOPMENT SERVICES / -- CHIMNEY CAP TO EXTEND 24' ON ELEVATION 1 1j/ 15'FELT ASSEMBLY �— j / HORIZONTALLY POSTAL© STORM WAY 16 E H E I K KALA► R-30 BLOWN INSULATION Suite Suit) 208. Ora _ COLLAR ABOVE FLASHING PER /� /�� 11818 Sou heasf Mill Plain Boulerord wood TARGET NO, MANUF. REQ, acouver WA 99684 I/2' GYP. BD. FINISH ALL WALLS ON INTERIOR CEDAR BEVEL SIDING ON I/2' GYP. SHT'G / \ / Va f' OF GARAGES ON BOTH SIDES OF 2 X 4 STUDS \ 'SIMP50N' H5 HURRICANE CLIP ASSEMBLY !_f==} 5/8' TYPE 'X' GYP. BD. ON EACH SIDE l / AT EACH TRUSS - TYP. TARGET NO. OF 3 X 4 STUD WALLS AT 16' O.C. ,, . C- _ - 2 X 4 P.T. PLATE WITH 1/� DIA. X 10 - 26 CsA. G.I. PRE-FORMED METAL / NO VENTED BLOCKING - ALL VENTILATION V� A.B. AT 24' O.C. - PROVIDE WASHERS - — / CAP ON 1/2' PLYWOOD SHT'G - / REQUIREMENTS ARE TO OCCUR IN ROOF JACKS 2 X 4 CONT, P.T. PL47E WITH 3/16' DIA. 6' MIN. CONCRETE EXPOSURE TYPICAL —5' 'K' GUTTER SPIKED TO 2 X. N 2 X 4 P.T. PLATE WITH 3/16' DIA. POWER DRIVEN / POWER DRIVEN PINS AT 24' O.G. MAX. - TRUSS TAILS - SEE ROOF PLAN Pi,-45 AT 24' O.G. MAX. - REDHEAD OR APPROVED 'REDHEAD' FASTENER OR APPROVED EQ. I •4 DEBTS 24' O.G. WITH +4 HORIZ. AT TO - - — FOR DOWNSPOUT LOCATION �+ EQUAL I / �+�i // AND BOTTOO M OF STEM WALL 4' CONCRETE SLAB 11 +4 BAR 4' I I " - KEYED FOOTING I F W O I � �I I ? X 4 AND ? X I? GOMBONATION F w I / TRIM AROUND TOP OF N DP CAP OUBLE TOPLATE - TYP. 6r..• 12' X ' CONTINUOUS CONCRETE FOOTING i' FLARED FOOTING AREAS AS LOCATED I _�—?' MIN. CLEARANCE BETiUEEN IQ r 2 X 4 STUDS AT I&' O.G. - TYP. ON PLANS FLUE AN ALL COMBUSTIBLE MATERIALS ASSEMBLY ~ THICKENEV SLAB UNpER NONBEARING I - (2) •4 CONT. BARS IN FOOTING - TYP, `Q i i - -- ,2) +4 CONTINUOUS BARS IN FOOTING h-_ TARGET NO. I/2 X b CEDAR BEVEL SIDING O INTERIOR WALL ON I/2' GYP. SHT'G ON 2 X 4 STUDS R-13 BATT INSULATION `--- - 4' CONCRETE SLAB ON 4' MIN. COMAT 16' O.C. - TYP. TION I -- FIRM UNDISTURBED NATURAL SOIL GRANULAR FILL SLOPED TO DRAIN FRC%M REAR OF GARAGES TO FRONT 3' MIN. _I6' _ +�----1��--- oNOTE: USE 3000PS1 CONCRETE MIX IN FINN WALL CONSTRUCTION GARAGE INTERIOR INTERIOR 5EARING FINN WALL FTG. CHIMNEY C:Af= 2 EAVE IDETAIL SCALE: 1' 1'-0' 5L,45 OFFSE i SNOUJN �� 10 SCALE: 1' 1'-0' SCALE: 1' = 1'-0' "+ SCALE: 1' = 1'-0' SCALE: I' = 1'-0' ��-- — 2 X 6 STUD FINN WALL AS LOCATED - 2' SQUARE STL. TUBING TOP RAIL2 X 4 STUDS ABOVE -� ON PLANS WITH 1/2' GYP. SHT'G ON I __ -� 1 I/2 PIPE RAILING INSTALLED AT EACH SIDE WITH 1/2' X 6' CEDAR -- ASSEMBLY ALL SITE STAIRWAYS WHEN MORE THAN wl STL. PICKETS AT 6' O.G. ASSEMBLY BEVEL SIDING EACH SIDE JI Q TARGET NO. '� TARGET NO. ONE RISER - (0 > e V (?.J MIN. 5/8' DIA. X 10' A.B. PER FINN (L -- SILL PLATE - TYP. WALL THROUGH 2 X 6 PLATE - Z Z / 2' SQUARE STL. TUBING BOTTOM RAIL / D N Z 2 X 4 PLATE WITH 16d NAILS AT PROVIC�E WASHER �, � � ,- a \\ PROVIDE TROWELED EDGE WITH �+ m n ( -- INSULATION FILL 16' O.0 NAILED THROUGH TO RIM J0157 h' MIN. -- �q �MULT-I-THANE 456 65 MIL) DECK _ _ _ _ _ \� r GROOVES TO RESIST SLIPERY •t EDGE - 1 +4 BAR IN STEP FDGE I b` MIN, GONG. ExPOSURE m rn COATING WITH 28 GA. 2' X 2' EDGE - i --- 2 x 12 CONTINUOUS RIM JO1ST WITH \� itI FLASHING L SHI N INSTALLED ASIANS AND QANU . Mlf`V. 4 1r�d NAILS SPIKED INTO EACH • Z TO RESIST CRACKING 1 j FINISHED GRADE V \ III I RE E D O DRF _ FLOOR JOIST 9 Ifl Q 6' DIA. RADIUS AT TOP AND BUTTON jlll �J _ ASSEMBLY • 4 RIM JOIST ABOVE - TYP. • LJ +8 1' MIN. •STAIR TREADS MAY VARY - THERE ii — � --------PROVIDE I/2' GYP. SHT'G COVER OVER RIM JOIST - DO NOT EXPOSE RIM JOIST `� — _ SHALL. BE NO MORE THAN 12' VERTICAL �i r -- fp' CONCRETE STEM WALL WITH DOUBLE TOP PLATE - TYP. TO EXTERIOR WITHOUT GYP. 5N7'G r-{ R.�E WITHOUT LA�NpING PER U.B.G. l --- UPRIGHTS AT •.8' O.C. AND (2) PROTECTION - 1 HOUR PROTECTION OF THE OSTRUCTURAL FRAME MUST CONTINUE 70 THE *..� r b' MIN. Z f 04 HORIZONTAL BARS TOP AND - 2 X 12 RIM JOIST AT DECK EDGE - TYP. 4 X 10 Df. 01 TYPICAL HE.�DER m t_ �� ROOF STRUCTURE ABOVE F i / � BOTTOM UNLESS NOTED OTHERWIS'_z F W - 4' CONCRETE WALK AS I ` �_ _ — ' W --DOUBLE. TOP PLATE - TYPICAL W — 1/2 PLYWOOD SHIM W TH X 4 NAILER N / LGCAT=G ON SITE PLAN iK�ET ED FOOTING - Q II - FOOTING SIZE AND LOCATION r APPLIED AT BOTTOM FOR SNEETROGK - / 1 - 1/2 R/S PLYWOOD SHT'G ON I/2' GYP. SHT'G ON }" -� R-13 BATT INSULATION 11 PER FOUNDA'ION PLAN 2 X JOISTS SPACED PER FRAMING PLANS - PROVIDE I X 2 CEDAR TRIM AT 24' O.C. BOTH WAYS AT ALL -- ) -C 6 STUDS AT I6 O.C. AT EXTERIOR 1/2' R/S FINISH AREAS BEARING WALLS ON FIRST LEVEL ONLY SET I i'2' P'l"E RAILING INTO 15/8' FIR l UNDISTURBED D PIPE R,. IL BASE SET INTO CONC. - ----- NATURAL GRADE - CANTILEVERED 2 X 12 JOISTS RIPPED TO ---- - WINDOW OPENING PER PLAN BOOTING " SPOT WELD IN PLACE 2 X 10 DIMENSION BEJ nW AROUND BASE SITE STAIR DETAIL FINN WALL F=TC. GUARDRAIL DETAIL THDR. FRAMING IM 5D. DETAIL •✓ SCALE: I12' = 1'-0' SCALE: I' = 1'-0' SCALE: 1' = 1'-0' SCALE: 1' 1'-0' SCALE. I' = 1'-0' 2' SQUARE :'T' . TUBING TOP RAIL ■� p N ENTRY DOOR DOOR PER PLAN 1 TARGE g O. v ------- FLOOR SYSTEM ABOVE V w STL. PICKETS AT 6' U.C. -A -�' METAL THRESHOLD --- 4' CONCRETE SLAB j/ 10 O - 2 X 4 P.T. PLATE -- -- 4' CONCRETE SLAB WITH --"-- a -- -�— =_�,-_ -r ? ;� 2' SQUARE STL. TUBING BOTTOM RAIL 4' MIN. / MAX. UNLESS 'NOTED - 5/8' DIA. 10' LONG ANCHOR BOLTS BROOM FINISH ON APPROVFD OTHERWISE ON PLANS PER At 36' O.C. TYP. COMPACTED FILL OR FIRM ,� SECTION 3306 CCi OF THE '88 U.B.C. m � 2 x 4 SPACED CEDAR DECKING AT � UNDISTURBED SOIL. , U) '^ PRIVATE UPP' LEVEL DECK AREAS *"i 1/? E;WP. JOINT AROUND GAR 4GE SLAB r 1/2' MAX. THRESHOLD CLEARANCE WHEN I� REQU'RED BY HANDICAP ACCESS. IL;i PERIMITER FINISHED GRADE PER - FINISHED GRADE fr-�'1 GRADING PLANS ' r II -- 6' CONCRETE STEM 'WALL WITH UPRIGHTS AT 48' G.C. AND �2 i -A O ` d' TYPE 'X' GT"!'. BD. WRAP INTERIOR — - +4 HORIZONTAL BARS TOP AND W I MUD OR TAPE MS ALL REQUIRED ROUND - NO REQU RED -_ 2 X 8 RIM JOIST I BOTTOM _ 11 crN� ` 4' CONCRETE ENTRY SLAB -- KEYED FOOTING TYP, �\ i \� DRYER AND BATHROOM DUCTS architects , p . c . -r ii v — 15' X l' CONT. CONCRETE FOOTING IN JOIST SPACE TO BUILDING EXTERIOR EDGE OF FOUNDATION II WITH �2) +4 CONTINUOUS BARS _8' 8 ie 6 --- 5/8 GYPSUM ON PES ' THICKENED SLAB 1 173,55 S W `xowwi Fer;•P. r - EDGE AT ALL EXPOSED I . CHANNELS Lake Oswego OR97tXl5S 6)63-13616 ARF AS A THIS F'ROTECTIO',' DETAIL 15 ONLY N 101 E 8th Stnvt FIRM UNDISTURBED NATURAL GRADE NECESSARY WHEN PENETRATION 15 MADE Vancouver WA 9MW(206)695-0357 — - BY THE DUCT FROM THE BOTTOM THROUGH 2 X 8 JOISTS AT 16' O.C. 75 Cent,ai Way#305 15' 7141E CEILING, AND 15 N'31 REQUIRED WHEN Kirktam,WA 96033(206)822-"16 PENETRATION IS t,,APE THROUGH THE FLOOR ABOVE z DUCT GiTYF. THR SOGARAGEST ' " WALL UA""RAIL DETAIL A - 14 Ir 2 1`© SGALF: !' I'-D' I' SC..aLE I' I'-G' 4 SCALE: I' I'-0' W D m Sheet No. a f PE R1"111' # 9f-.)-t:l2J. 9 •-():c() D 2585 J Pro oct No. V .. _-. ...Y.xwtt'.7:�Y■'' ... ..,ter.__"+-.., --- w.w��..r.► i r q �._�..._�..,._.. _ r 1 f h +II I I T I t l tit Y� , t l 1`I I I Ill I I III 1 1 I�ti I I II '1 I II'I I L M I fl l,) III I -I III 1 1 1 1 1 1 III 1 1 1 1 1 1 Il. 1� t; tII � IIII I I I loll I I II 111 t SII I t l l l F11 t II Illll � l III'IIII I { i I { I IIl I { � 1 { I I { I � III . ,{ II { I I { I � I { I 11 ! 1111 I , ) { I II1 � 1I NOTE: IF THIS MICROFILMED 3 4 -"_ cJ 6 - 10 112 `- DRAWING IS LESS CLEAR THAN THIS NOTICE, I'1 IS DUE TO TW QUALITY OF THE ORIGINAL DRAWING. OE 62 8? LZ 92 SZ VZ LZ ZZ IZ OZ 61 BI LIII 91 SI bl EI ZI II 01 5 9 L 9 S`- J� b E Z I"•'"" r1111uIIIIIIIIIIIIIIIIIII1tt�It11111111111111n1111nII1i1�11111111t1tllE�,voltllt�u111111I1111I1111I1111{I111IIIIII11tIInIIIInIlu,111,111u1111nllllnll►itlllnlullllulluulllululllulllllul�I1111U�luh�u11111111111111u11111111Iullwll�lllnul�l�I�llulll1111I1�lllu{I1I�l�1�IInH ' . � /I '� � 9 1991 Oisignad _ Date Dawn—� ato Chockedat• ------ -� iNvldon• 3 _--- 2 X BLOCKING AS REQUIRED SEE BUILDING �'- - -- ROUND TOP TERMINATION - - FOR MOUNTING HANDRAIL ELEVATION FOR - --- --I 1/4' DIA. STEEL PIPE RAIL SPECIFIC HEIGHT � -"-RAIN COLLAR DRAFTSTOP BETWEEN UNITS - DF2310' OR I/2' GYP. BC). J TYPICAL - SET 34' ABOVE STAIR OF CHASE -. - 2 v GA. G.I. S+-IFFY METAL GAP APPLIED TO SIDE OF TRUSSES NOSING ? '� Jnr FORMED TO FIT CHASE TOP I WITH WEBEi1NG AT 24' O.G. SEE DETAIL 1214-28 cYl �J E>TERiOR WALL - 2 X 4 TRUSSES 4T 24' OC. - TYP. ASSEMBLY ROOF AREA TARGET NO. BEYOND !0'-0' MIN. - - ___.. .. 12' TRIPPLE LINED FLUE U A `'V' — PRE-CAST STAIR TREAD (2) LAYERS 5/8' TYPE 'X' GYP. BD. / -- _— ---__ 2' MiN. CLEARANCE MA ERIAS ALL c� 7 H G. A 4 X 12 P.T. STRINGER R N COMBS BLE L 4 r- I DOUBLE TOP PLATE - TYP. D 1 • NOTE: P PROVIDE DRAFT STOPPING AT 10'-0' 2 9 -- i/2' MIN. FROM FACE OF BUILDING / ASSEMBLY HORIZONTALLY AND VERTICALLY6r O ----TRUSSES AT 24' O.G. TARCsET NO. OF SITRINGERDETAI1... ---�- DRAFT STOPPING AT FLOOR ASSEMBLY the SCALE: 1' - 1'-0' / DL Y EL,OPE GROUP PROVIDE DRAFT STOP AND REAL E5tAfE DEVELOPMENT SERVICES FLUE COLL4R AT CEILING LINE - ---_T�- AS REQUIRED BY CODE ql R_11 __ ^ ST HOUR REQU RFM NTOVER WAYN E H E I K KALA 1: to GARAGE AREA (206( 254Ie00 r • PROVIDE COMBUSTION AIR FOR ALL W Sujie Yoe, Cre:mood �- MULT-I-THANE DECK COATING FIREPLACES - VERIFY ON UNIT PLANS N Q JOISTS PER PLAN FOR LOCATION OF COMBUSTION AIR OUTLET. 11818 Souiheosi Milt P1oin Boularard Q r- � Voncou•+er, WA 98664 • FIRBOX ROUGH FRAME OPENING — PROVIDE 'SIMPSON' HUS410TF AT EACH 413/4' WIDE, 40 1/2' HIGH, f _ STRINGER END - PROVIDE FULL NAILING 22 1/4' MIN. DEPTH FROM FACE OF STUD REGOMENDED NAILS WALL TO REAR WALL - VERIFY ROUGH OPENING DIMENSIONS WITH FIREPLACE ___ 4 X 12 DF. N STAIR STRINGER SUPPLIER PRIOR TO CONSTRUCTION - DOUBLE TOP PLATE - Q TYPICAL _ TRE-CAST CONCRETE STAIR I -- I' SEPERATION BETWEEN TREAD - INSTALL PER MANUF. \` -------- 1�! • O O O D RETURN STUDS - TYP. SPEGIF{r' 'TIONS AND DESIGN — — PROVIDE. Of-FSET ELBOW .4�! AS REQUIRED TO CLEAR TRUSSES ABOVE �--- - TILE SURRORND APPLIED TO SINGLE N LAYER OF GYPSUM BOARD Q � ICS ASSEMBLY r BEAM PER PLAN TARr~.sET NO. 0 1/2' R/S PL'r"WOOD SOFFI" WITH I X 2 CEDAR FMI MODEL 36E ELIMINLTOR FIREPLACE TRIM AT 24' O.C. ON ASSEMBLY a 4 INSTALLED PER MANUFACTURES SPECIFICATIONS 8' MIN. DLR. PER SECTION 3'10"1 (L) OF THE 'SB U.B.C. ` PROVIDE 3/4' LAYER OF MICORF '230 BOARD S 1 R/15M. CONNECTION RE APPROVED EQUAL TO MEET THE THERMAL RESISTANCE REQUIREMENT OF .84 BrU INJF7 HR F � 4 AS REQUIRED BY FIREPLACE MANUF. SCALE: I' = I'-0' FINISH TOP OF MIGORE BOARD WITH TILE TO MATCH SURROUND UNIT BELOW _ � T � 4 x 12 D.F. h STAIR STRINGER OIN BOTH SIDES OF STAIRWAY --�---- TRUSS OVER UNIT BELOW 1/2' R/S PLYWOOD OVERLAP ON -- INTERIOR SURFACE FIREPLACE FOR UNIT T T'PE 'A' �� fes/ • -PRE-FAB CONCRETE STAIR TREADS U O PER MANUFACTURES SPECIFICATIONS it u FIREFLAC-E S - AXIAL PARTY WALL. SECTION � � MIN. O O O �� 2 SCALE: I/2' I'-0' GALE: I/2' I'-0' O O O Q� q STAIR TREAD SCALE: 1' 1'-0' 4 X 12 DF. 01 STAIR STRINGER ---.2 X 8 CONTINUOUS CEDAR CAP / PLANTING AREA BELOW �� CONTINUOUS 2 X 4 TOP AND BOTTOM 2 X 8 P.T. KICK PLATE AT REAR PLATE. Q OF BEARING l2) 10' x 1/2' ANCHOR BOLTS WITH - ----- f/2' PLYWOOD SH7'G ON OUTSIDE OF OO WASHER THROUGH KICK PLATE STUD WALL - PLYWOOD IS TO RUN O O O NAIL 6 MIN. Ibd NAILS THROUGH GOWN THE FACE OF THE STRINGER P.T. PLATE INTO BOTTOM OF STRINGER NAIL TO STRINGER WITH 10d GALV. ri BOX NAILS AT /c' G.C. TOP AND OPTIONAL '61MPSON' A544 BRACKET BOTTOM OF STRINGIER - 12' O.G. —O O j BASE SET INTO LONG. FOOTING IN FIELD AREAS -_ --- /4' GONG, WALKWAY" -! - --- 1/2' R/S PLYWOC,0 SH1 G ON INTERIOR FACE C.)F WALL TC EXTEND OVER 4 X 12 STAIR STRINGER - NAIL OFF SIMILAR TO ABOVE ------ 2 x 4 STUDS AT IE' O.G. architects , p . c . IT355 S W Bogros Ferry Rd ---- - __ - - Lake Os — -- wego,OR 970035 1503)615-]618 -� — - CONCRE1 E FOOTING AS SHOWN 101E Bth Street FOOTING iS TO HAVE IV MIN. DEPTH ` -- - PRE-CAST CONCRETE= TREAD - TYP Vancouver,WA9WO(M6)695-M57 - - - — L -- --------- -- BELOW FINISHED GRADE - TYPICAL I ON ALL STAIR D GRAD CONSTRUCTION -_ • PRE-CAST CONCRETE TREAD AND RISER 21-OR �- _ AS LOCATED ON THE BUILDINU .''! FVATIONS 25CentralWay 10305 K�n�larxl WA 99013(206)822-4446 <IC;K LATERAIL DETAIL A-15 z SCALE: I' 1'-0' SCALE: {' SCALE I' I'-G7' SCALE: I' I'-4'* Sheet No. J m 2585 3 1 "7 0Fr -7 Pro •et No. p -AWL. ��•.. ...+1; •,.1Ye.. --...r......._,-,-....,.._..,,..,,,..,..,w .,.,,,.« .,,w��p�4,F;.,.. _....,-.,.. .......«.._.. �.-�. 1111�1 I�IIIII III h1�1 1�1�1�1 l+lll�l I�IlI�Ill�lll�i ti�I 1 111111 111111� 111'11 IIIII�I 1�1�11� I�III�III�II111 i�lll�lllllllll 111IIIII1�11111 lllll�lll�lllll I�tll�ifl�l'lll IiI I I I I 1 I , � �1 NOTE: I F THIS MICROFILMED 2 3 4 5a '8 7 --- 8 9 -_-1 r 12 DRAWING IS LESS CLEAR THAN T',A IS NOT ICE, I7 IS DUE TO THF QUALITY OF THE ORIGINAL DRAW ING, of 6z 8z a 9z sz vz EZ zIIz I z 1 olz 61 191 LI 91 SI a l C 1 21 11 01 -6 e L 9 sI' �r a EI''' z l arr,aa. r111lllllllllllll111111111IIIIIInIlu11n1�tInlllnllill+IIIIIIt111Hlslut1�111tIM11inu111►I`I1111u��1n11111u11n111uillii1hi1111f111ut1�11n{IiIIhIlllnn�1u111u11ullllnUunll11111u11►Inllw�l��lunllu1h11111tu{1u111n111wR111Jn��luulu�!llllrl�ulll11111111��JIn11 CE4, MBEIt 19 1991 Designed Date Wwn Chocked Revision* — &0'-0' TYPICAL FOR (o BAY CARPORT - 80'-0' FOR 8 BAY, 40'-0' FOR 4 BAY, ETC. 18'-0' TYPICAL. BAY N TYPICAL CARPORT OVERH G I� - -- _ _ --- - -- - - ---- - - - -�- - - -- -6 X 14 DF 01 BEAM - TYPICAL - - - -0- - -- - - -- - - --- - - - - -- - - - - —lal V AIV I I I LPN .TAR I I u P T REGION Ca I ' TTP GAS :AR SPACE BAY LU I the 0 I z DMLORMENr I ---- BUILDING a3c�vE GROUP 'PROVIDE: FLAS��iNCs OVER 2 X REAL E51l.tE DEyEIGPMF,NT SERVICES TOP PRIOR TG SIDING WAYNE HE1KKALA / I 10 F.T. PEELER POLES AT 18'-0 O.C. SET INTO X I Z I / 30' DIAMETER CONCRETE FOOTINGS MIN 4' 3' DEEP 24' TYPICAL CARPOR UJ ---- 6' TYPICAL ;206) 254-1800 I // V CONTINUOUS Hite 208,Sauheast~Jad PI .n Beolerol!(( / CURE - SEE Vanc A 9 2 X l2 TOP RIPPED ON EDGE TO OVERHANG AT ALL 0 ` 4. MATCH 3UILDING - SET AT I � CARPORTS ONLY ' 30 DE CzREE ANGLE ATOP 2 X I — DETAIL 1q .SiDES 51-IOWN BELOW b X 14 Mf •1 BEAM - TYPICAL 36' TYPICAL - I I CURB RADIUS - - 0- --- - - --- - - -- _ - --- - - -e- - - -- - - - -- - - - -- - - --- - - --0- - -- - - - - -- - - - - - - - --e ;T ------ 2 X 12 RIPPED TO 8' WIDE AT TOP I IL' _ _ I 0 AS SHOWN OVER METER BOX At�A - CUT I r � O TOP AT 30 DEGREES FOR 2 X J w ITOP __ - -- -__ - � - - - - - - -- -- --- - -- - -- --- - - - __ - -- - - - - - --- -- - (Y I ��1 OPEN FACE - PAINT METER BASO CARPORTFLAN e2 Q A C \ METER !SASE AND ME TER5 SCALE: 1/4' 1'-0' C � I � 'VERIFY METER SIZE AND LOCATION 9 � PRIOR TO FRAMING COVER `t 2 X 8 WITH RIPPED FDr Z SET AT 30 N it �- DEGREES TO WALL ;-HCE 10 COVERSTEP ROOF AS REQUIRED BY FINISHED GRADES U _ 5TAND-FIPE6 3ELWO / 14' BY STACKING BEAMS ON TOP OF EACH OTHER - T / SEE DETAIL - FIELD VARIFY FOR LOCATION OF ANY I� NECESSARY BUILDING BREAKS SEE DETAIL 02 i SHT. A-I6 1/2' X 6 CE_.,AR BEVEL ON 15•FELT ON [fl I I 1/2' PLYWOOD SHT'G ON 2 X BLOCKING Q I BEHIND - FULL FACE OF AREA BELOW AS SHOWN UI I 2 X 4 BLOCKING BEHIND AS REQUIRED TO _ - I T' 111 I I M<,UNT ,t',ND SUPPORT SIDING -- - - --- -- - IY I I ". X i2 SIDES NAILED TO BLOCKING AS 54011IN - RIP TOP TO APPROX 8' - VERIF'f •a I tr'ETER346E: DEPTH PRIOR TO SIZING (S) I Z 2 4 BLOCKING BETWEEN 2 X 12 SIDES 10' P.T. PEELER POLES AT 18'-0' O.G. OPEN CAR SPACE PER • I I NAILED TO BUILDING WITH lbd NAILS AT P O 16' O.G. - THROUGH SHT'G INTO STUDS PLAN 0 � • r / I I BEHIND 6' CURB - TYPICAL ASPHALT PAVING - SEE ENC21NEERING SPECIFICATIONS -'—. - - --- -- -- - - � --I-�-- ELEGTRIGAL STANDPIPE BELOW FINISHED CsRADE: I I I I I I f I I �■■� n! I I I I 30' DIAMETER CONCRETE FILLED I I I I FOOTIN,:it WITH 4' MIN, 3/4' MINUS I I I GRAND!-AR FILL AT BASE OF HOLE I I J L J I TYPICAL L J L J I CARPORT FRONT ELEVATION W t*01ETER 5 I/4' I'-0' V SCALE: I' . I'-©' -_ 14'-6' TYPICAL TRUSS LENGTH 14'-6' TYPICAL TRUSS LENGTH COMPOSITION SHINGLES ON 150 • 4' FELT ON 1-2' PLYWOODS SHT'G ON 2 X TRUSS CHORDS WITI-J 'SIM=SON' 2 X 4 TRUSSES AT 24' D.C. - TYPICAL � 14URRIGANE CLIPS - TYPICAL 1 � --�_- - — • 10' P.T. POLE TO R15E 4BOvE TOP 12 / 12 12 5 12 • • OF BEAM I' MIN. - (� I A_I O 6 �\ � U 0 • g I - • � • (4) 3/4' X '2' GALV. BOLTS WIT✓-I / \ / �� e=) • NUTS AND WASHERS - 2 IN EACH _.-_ �/ - —1/2' X 6' CEDAR BEVEL SIDING ON ENDS 00 6 X 14 BE AM • / l 24' EAVE OVERHANG WITH 5' 'K' GUTTER SPIKED I, • 2 X 8 BLOCKINGTO TRUSS TAILS - DOWNSPOUTS TO DISCHARGE • • \ ------- �- • --- ---- -- �/ - - ` TRUSSES ABGVE - PROVIDE SIMPSON BETWEEN TRUSS 24' ONTO ASPHALT SURFACE AND DRAIN TO UNDER- HURRICANE CLIP AT EACH TRUSS - TYP. CHORDS TO MOUNT GROUND STORM SYSTEM • I 7�7I • r' 6 Y 14 BEAM r - LIGHT FIXTURE AS l2) 3/4' X 12' GAL V. BOLTS WITH NUTS LOCATED ON THE --FINISHED ASPHALT SURFACE a NOTCH 10' POLE FOR DOUBLE 5E.V,1 AND WASHERS - TYPICAL 5'TE PLAN - -- -� • APPROX: 28' NOTCH OPF TOP. SIMPSON ST292 STRAP AT EACH BEAM • • i BREAK - (2) TOP AND BOTTOM - FULLY r � --EXTRUDED CONCRETE CURB • • -�` NAIL �' SEE ENGINEERING PLAN FOR DETAILS '511"*IPSON' t'•1ST60 STRAP TO WRAP UP , 6 X 14 DF. 01 BEAM - TYPICAL SIDE: OF BEX-1S OVER TOF' AND DOWN 10' PEELER POLES AT � OTHER SIDE 45 SHOWN ON EACH SIDE 20'-0' CC. TYPICAL I I FINISHED GRADE t 7355 S W Boons Ferry Rd arch i t e c t s , p . c . OF POLE - NAIL FULLY ACCORDING O SIMPSON STRONG-TIE REQUIREMENTS i I I i i Lake 0swe4o.OR97M5ISM)635-3618 10' P.T. PEELER POLES AT 18'-0' O.C. - I I 101 E Stn Street REFER TO PLAN FOR LOCATION AND I I I I Vancouver.WA 95880(206)695.43.57 SPACING REQUIREMENTS L_ _I I- _j 25 Central Way a306 Kirkland,WA 9WM(206)8224446 DETAIL. 02 / STF=FFED 5M., IDE L. #i / FOL E - 5m. C� �'�'Oi��' S�C�' IC�1�l G�I�FORT SIDE ELEVA ' ION Z SCALE- 1/4' I'-0' SCALE: 1;4' 1'.0' STALE: I/4' 1'-D' SCALE: 114' I'-0' A-16 tt a W 7 m Shoot No, f PERMIT # 2585 0 I OF Pro ect No. V . -.r.-, ,,. w... ww....,_ ., , _...., ....,: ., ...•.w., AFI•�r �111�11�pw,.r+w.�+.+o•, ^^ ._-.-......-.�......+....ww, ., ..r... �,� -.--...._.»..--+r..••+!+MF«r_._.__.,.. -.,,.ivr5 t -., -�_ t�t{1' i{�li{t t'{��It t{t� {t t{ill{il�ltl►{t X11111111111111 i1111fill1.1Jilt t1111117111)ItItI1111111`11111111)1)Iili�ilillit,Ili,tliltllltlt�tlt,lltltlt�il��tl�lt)tI1{1�t;t�ttl�t!) I i I 2 3 4 5 5 � 7 8 9 {1Q ----�-I ----- . NOTE: IF TI.11S MICROFILMED "- DRAWING IS LESS CLEAR THAN THISOF ' T 15 DUE TO THEQUALITYT4 ORIGINAL _ - ' 3 � DRAWING. OE 62 62 LZ 9Z SZ 02 EZ ZZ IZ OZ 61 81 it 91 S1 bi EI ti 11 O1 6 B 1 9 S b £ <<11�1n11u11�1u1111n�nulun�u111un�u1111111Itu�lutl�utllua�,tt�ht>�a11�1u11►ulluulu1111u1�u111nt1�u1111u1�+w,ul)ItIIu111n�1u1111nlnulullllnllhululL111111uIIInIIIIUII1111IUU�l11t�11uInnI1n11uuI1111IIWI1111�t111IIIII�1111U11111111IIIIII1111IIWIIIH 9191 poMgrwd Date I� -IJNwE Drawn Date Chocked Date Rwldone 28'-0' TRUSS SPAN TRUSS SPAN v CJ ,? WOOD VENT A3 91-IOUN SET OVER t' CONTINUOUS GYP. SHT'G FACE - - - DECORATIVE APPLICATION ONLY, - -- NO VENTING INTO ATTIC. ---- SEE ROOF PLAN FOR ATTIC VENTING ---'` — —� ---� AN REQUIREMENTS AND LOCATION --- --! - 12 -- — _=^ -- —_ — A D, REGJN 12 2 X 8 RAKE 1504RDS CUT AND APPLIED 1 _l TO GABLE FACE A8 5N40WN OVER 1/2 AF— --- GYP. SHT'G DMLOP�MENP - �� -3/8' R/S PLYWOOD FINISH OVER I/2' GYP. SHT'G PROTECTION WITH 1 x 2 GROUP -- CEDAR LATTICE TRIM APPLIED TO REAL ESTAfF DEVELOPMENT SERVICES IFT 11 11 i THAT TTRRIDMWORK Gc)YERS ALL SEAMS WAY N E W E I K K A L A T H ti ii TF-- 48' POOL FENCE AROUND POOL --- OF R/S PLYWOOD 12 06) 251,1800 SEE DETAIL FOR FENCE CONSTRUCTION _ __ - Suite u0 e , elhMUOd 11818 $outheost Mi!I Plain Boulevard -- - - SEE POOL AREA PLAN FOR GATE AND — - Vanco , r, WA 98688 WALKWAY LOCATIONS -- — - 6' EAVE OVERHANG - TYPICAL -- - - �� ►� �.2 D - - - (2) 3 X b MULLED S.rl. PER PLAN vp aft. Q N MEN a O _SIDE VATION I=m%.,.-#NT ELEVATION SCALE: 114' 1 -0' RECREA �O* 8ErS SCALE: 1/4' • ,'-m' GROUP A-2 OCGUP,4NC�' TYPE Y - 1 140UR CONSTRUCTION 12' FLUE TO RISE 24' ABOVE PEAK CSF ADJACENT RIDGE - PROVIDE 2' MIN. CLEARANCE BETWEEN ALL COMBUSTIBLES J� AND THE FLUE. PROVIDE 1/2' GYP. B.D. DRAFT STOP IN THE FLUE CHASE AT THE CEILING LEVEL AND AGAIN AT Im'-m' MAX ABOVE LOWER -- DRAPTSTOP — ----- - - �------�___ - A - WOOD VENT AS SHOWN SET OVER 1-4+� CLASS 'A' COMPOSITION ROOFING ON 15e - CONTINUOUS GYP. SHT'G FACE 0 FELT ON 1/2' PLYWOOD SHT'G ON TRUSSES No VENTING I TO ATTIC. ONLY, ' AT 24' O.C. -- - --- `_ - NO VENTING INTO ATTIC. SEE ROOF PLAN FOR ATTIC VENTING ? /� - 1 • R-38 BLOWN INSULATION IN ATTIC AREA — 12 REQUIREMENTS AND LOCATION l '\� �, � 12 2 X 8 RAKE BOARD - TYPICAL --- — C-' TYPICAL EAVE PROJECTION --- \ 1 X 4 CEDAR CORNER BOARD AT ALL EXTERIOR CORNERS AS SHOWN - CAULK / ALL EDGES AND CONNECTIONS / 4 X 4 P.T. F'OST SET ON 'SIMPSON' A044 POST BASE WITH 'SIMPSON' BRACKET ABOVE j PER MAIN FLOOR PLAN STRUCTURE - -- -- / - • _ --.------ — - - — -- `-- i 1/2' X ro' CEDAR BEVEL SIDING ON 150 J` -�— -- --- - FELT ON 1/2' GYP SHT'G ON 2 X b STUDS _-_ -- AT 16' O.C. WITH BATT INSULATION - - --`--`- — �l AND 5/8' INTERIOR G"'P. BD. FINISH ------ - 4' CONCRETE SLAB ON .ramfv' BLK. VB. • ON 4' MIN. SAND BASE ON FIRM ORIGINAL ---- -- ---_.-- r _-_ SOUL _ ---•-_—_- , b' MIN. CONCRETE EXP05URE AT BASE OF -^- --- - — _-- BUILDING. �� - -- --- FINISHED GRADE TO SLOPE AWAY FROM BUILDING PERIMETER - SEE GRADING - PL ANS--------- - ------ - architects , p . C . 173S5 S W Boones Ferry Ro �I Lake Oswego.OR 97M5 15M)676. 618 SIELEVATIONMAIRELEVATI ON� I01 E em Street SCALE: I/4' I'-m' SCALE: I/4' • 1'-m' Yar+couver,WA 9b6e012061696-03.57 25 Gr,nl Way 1305 Ktrkv.w.WA 9!!033 1206)622 aes x R--1 a Shoot No. J • 2585 j 1.9 of.- Y-* -- Project No, 0 v I ' IT Ty i , �I`1tlll'Ill,i'I`111,I11''Il`�11111`II'Il�l''�I'111''III'I4�1�``III�III1�IIl�,�lllyi'�1�111� 1II11111 II,11iitlilt11III1111 11-11 1 .11iil111t1II;IIIIIIItillJillIIIIIIJilliI111111111111111,11 NOTE: I f THIS MICROFILMED I 2 3 4 —� 5 6 _ 7 8 9 — I 0 I I !,? DRAWING IS LESS CLEAR THAN THIS NOTICE, iT IS DUC TO THF QUALITY OF THE ORIGINAL -- --- -- DRAWING. OE 62 92 LZ 92 SZ 102 EZ 22 IZ OZ 61 91 LI 91 ;I t'I EI ZI II 01 6 9 L 9 S b E 2 ►""`" 1 !- ,.---' ,«llnullnllllnlnlll„nlnulnulnullllllnnllnlllulllll�l,u��,,,�1,,,,Irl,hlll�lullln►�uU11111I111tIIIlIIn111un�uI111I11lIIIllnnln1111uII1+IIlulllnulfull�ut1n11�Utllttu�In111U1�Ull�llltlllululllnu11u1111r.IlllllNilrlllllllllllll�111!Ill11�1111III11IlWIIII► C E �BE h 19 1991 At!!I1 lit- wn Oeto Chocked Dow Revision* 10, - 30'-01 -- 1'-0' 3'-4' 1'.G'J' 1'-4' 1'-4' ---- 9 4'-0' 9 _1• 1 I _.. ---- --- - - -- Ic -- 7-_. 11/2' X 6' CEDAR BEVEL 36' X 48' TILED '- - - --�-� - - - ----�-1- SIDING ON EACH SIDE ___ 4 x 4 P.T. POST SET SHOWER STALL -� I I OF 2 X 4 STUDS AT 16' " INTO CONCRETE FOOTING -----}—j r O.G. NAILED TO 4 x 4 4FLUSH TO INTERIOR OF I P.T. POSTS AS LOCATED TILE TO EXTEND UP WALLS FENCING T-- ON THE PLANS -- -- Z 48' IN BATHROOM- - 42' M!N. GRAB BAR -- 24' MIN. GRAB BAR '48' IRON I I _ -- - -_----� -- GATE WITH -- ------ - -- -- I I _- 4 X 4 P.T. POST BEHIND <i LATCH AND I � WALL , 1/2' X 6' CEDAR BEVEL. •�' - - T.P. 3' 4' X 8' MIRROR PANELS ( � — TO RETURN SPRING - TT- _ F SIDING ON 15• FELT ON 1/2' \ B / x j PHOTO: EL - - FINISH ?OP OF SLAB v _ SLOP C GYP. SHT'G ON 2 X 6 STUDS - \AT Ib' O.G. WITH R-19 BATT u 1 �\ - A4r-AN / i - 'n sv 2 x 4 TOP AND BOTTOM G. R N INSULATION AND 5/8' _ r --- 1�[, I I - - I i ! ----- --- PLATE------ 9 INTERIOR GYP. BG. FINISH - --- I (SEN( THICKENED SLAB EDGE_. __ UJOMEN bm' DIA. WHEELCHAIR \ - I TILE I I sv TURNING AREA -__.___- AR /�' , ��FLooR. WEICxNT ROOM p 1 I I , � , C / 1 I I I 12 DIA. CONCRETE FOOTING Im' 13'-8' X 15'-8' WITH 4 X 4 P.T. POST SET 24 1 3 II `9 I I MIN. INTO GRADE AND 4' MIN_ ® 2'-10, ` O t v in L__-'"� GRANULAR BASE TILE9 F OOR \ ,F�C}- / I Z I x I 3m'-m' - - - --- -- 5'_b, - v `�--- 4' GRANULAR FILL ufJ - - \ - I --- ------- — 4 X 4 P.T. POST WITH I�' V 4 ! BASE the 'SIMPSON' EPG44 - '� 2'-10' 'I` -7` 1 1 - I !L 0 - I ap A 0 ONN •CTED N.G. _- - - DEVEl.OP1MEt�t' ABOVE C E I I ~ 0I `fl �+ �' TO 4 X 10 BEAM -- ---- 24' i - p # 101-01, X 301-to u _ I � GROUP _ I I DETP41L 01 IpFCOMMONNESSmTA1L #''2 - -42- 1 'w Lr~P POOL �WAYtNEvEHEIKKALA F01'ER �} - hl o A I 9 SCALE: 1/2' = 1'-0' SCALE: 1/2 = 1'-0 WP POOL EDGE 1206! 254-1800 ROOF EDGE I F'RNGH Q �� - I 0 �- - _ Suile Zoe, C.r•snvood 5 TI E CA T N -BRICK COPING 11818 Soullieos! Min Plain eoulevord © � ABOVE--i �i I-LITE �J w 0 I a I 4'-0� 5'-m' 4'-8' 2'-1m' v)I 20D0j AROUND PERIMETER Vancouver, WA 98681 - HTR TO _ _ _ _ PHOTOCELL - i �' - -- R-2 IFt I�', yJ�FK LJI'(rr i TILE -- O 2'-8' S.0 2 r 2 0 8 15D0 TIL 22 z i -'\ b' EXP. AGG. CONCRETE SLAB �q 2 �t 'riilr-1 h'f ?4 O,� • i KJU. HTR C R lCl f VENTED R-2 Da. A-14 C7 til r `�A't') To Cr�d�I2 I , Q' 2'_10, mD0 Tr � I E QU P• IRO0� ON 4' MIN. SAND BASE WITH D 5• AJ.1. S�.r K -- -1 �4 N 9'-8' X 8'-m' 6,a 1]�!� 1/2' CEDAR EXPANSION JOINTS - - I % CA �ET �� I \ H. 1 N Q ,� � W.P. JETTED AS LOCATED - SLOPED TO � i---------------- --------------©--i N aT I Q - DRAIN AROUND EDGE TO I I 2 ^ / -1 JPA PERIMETER OF DECKING��\ --- -- - - i `\' GLASS 'A' ---, 0 tir'ru�x� cvGlZ w LOUNGE � - A Sk 1�e- -Y 'TJaR G�> T \ ( ! 'r L� Yom' r-t� / 0 I 7:3Im'-Im' X II'-m' i\ �___� I?� toF;L�I►�l1t IT 0 _ - _ `r ROOFIw-* sv 5 D-- 3,61 - S T --TS AS 9 i 36 D CLEARANCE / , POS I I FIREBOX NSTALLED OFFICE ATtTIC:x 1 �jX(� �fdii is '�i� LOCATED -� I I n of N I 9'-0' X II'-0' AC}C°-�` I J PER MANUF. SPEC. --- _ _ -- Z r- ~ w n LLu __ I ri _ )( !8' MIN. HEARTH d) 'SIMPSON' HUC412 -J EXTENSION— V 'SIMPSON' EFC44 t� 6 L .4 0� I Om 'SIMPSON, P044 I PERIMETER FENCE WA L WITH 1/2 X 6 HORIZONTAL CEDAR 15EVEL 51DING I Z --J _ ,• ON EACH SIDE TO 5E148' MIN. ABOVE 0 w --�- --_ --- A ---- 4 X 12 4 X 12 ---- ` FINISH GRADE OF POgL DECK 2) 3' X b' S.H. - MULLED )_ p l2) 3' b' S.N. MULLE I �''� I - .-1 Z 4 X 4 P.T. POST6� I V I I I / C-`� 4a. LpCNe'T�C� 10. F 1-- ID' �r _ 10'-1' S'-0' 5'-0' -- ---- cf) __ - - --- ---- <i ID'-0' _ 11'-b' - !6'-0' - -- 1 -m' `'J I ------------ CI _ _ 4 I � I - --- --------------.----- -� D.S. BUILDING LINE BELOW D S FLUE CHASE T 0 �V O 1,I I s Inc, TO EXTEND 24' MAIN ��O�� I 5' CONT• 'K' GUTTER SPIKED I l TO 2 X TRUSS TAILS ---� MIN. ABOVE SCALE: 1/4' ■ 1'-0' ( � 33'-V __ �OV I AN TOP OF RIDE 3'-0' - - -- _ 30'-0' _-------- - _ SCALE: 1/8' 1'-0' 4`-0` 22'-8' ----- - 3_4, ------ -- - 28'-0' TRUSS SPAN 2 X TRUSSES AT 24' I I - - O.C. TO BEAR ON r__-_ --- ----------------------------------------------- SLOPE EXTERIO - --- CLASS A COMPOSITION ROOFING 8' GONG. STEM WALL SET I I I �' � � SLAB TO DENTE ON 15"FELT ON I,r2' PLYWOOD SHT'G EWALLS XTERIOR PBEAMS AS ERIMETER L �- C t i FOR SHOWER ON 2 X TRUSSES AT 24' O.C. NOTED ON!DTHE MAIN FLOOR { 0 1 0 ON Ib X8 CONT. CON5 FOOTING ON FIRM UNDISTURBEDI I I DRAIN - TILE NATURAL SOIL OR APPROVED i v I 61 PLAN - NO MID SPAN 1 1 1 1 1 1 1 1 � FLOOR GEARING OF ANY TRUSSES 1-441-1 I I I I I IFILL - SEE DETAIL _-_--- 5 CONT. 'K' GUTTER �P1KED TO t V -_ 2 X TRUSS TAILS WITH DOWNSPOUTS BEAM PER AS LOCATED ON THE ROOF PLAN PLAN- n , © 4 GOND.. 51-An ON .mmb I I 1111 BLK. VB. ON 4' MIN. SAND BASE ON FIRM UNDISTURBED � I I t LOWER SLAB � ! 1 I NATURAL SOIL OR APPROVED2tJ-1I I I I I I II 9 9 FILL i \ i r--- I 1 1 ' 1 1 I I I I I 1 1 1 1 I 1 1 1 1 �A I 8, � � 24' X 24' X '2' GONG. FOOTING I _ I I 12 WITH (2) 04 BARS N BASE SMOOTH FINISH j I F-loT� I I I I I I I I I pl V 4' CONC. SLAB - -_ _ I` f ( I I I I I I a OF FOOTING WITH '611'1PSON' I _ 1 EP544 BASE NO SLOPE ' - - J I At LtET�' I �� S 1 I I 1 1 11 1 1 1 i 1 1 I 1 1 �� I 2m -�-�� ,nl► � ,F�III'1EC,�� i I l l i l , I I I I H !A-t-1 - .. - ____ Sa:7 File Tr+E ,nonKT-�•�I 1 J I I I 0 / \ �- 2 X TRUSSES A7 24' O.G. / \ I _ � • I I TRUS MANUF. 15 T SUBMIT �._ _ 124, � � ,CSE 5N'( �' ! i � ---__._— - -- - AAA- - -�- - - — - SHOE?DRAWINGS FqR PERMIT 4f1wFeA�L 00 `� ��'1 FLUE CHASE FRAMED ABOVE ANDI'APPROVAL B JURISDIGTIOJ� � \ / BEAM PER t I / AN ARCHITECT PR RTO ROOF TRUSSES ------- I I ��jj PLAN COt•IISTRUCTION --- BUILDING _ I ----- ---� r--- - - ---- -------- 1 , I �i00 i l"1 II C�PLAN CUTOUT FOR / ' � T �P�AE TOP PLATE - � _ i � � I I ' DOOR _�_ ___ -G1C_ SCALE: I/8 I' m p 2'-8 (� \ N FRA`1E ' ---- ' e--•1 I r I RIGID INSULATION AROUND I I 18 ' SLOPS I _ 1 __ LOWER SL�aB � 111V2, .-.---- -- �i -- 2 x TRUSS CHORDS AT 24' PERIMETER OF BUILDING i I I 4' - SLOPE O.G. WITH R-38 BLOWN TO EXTEND 24' MIN. I �-14 I m 1 INSULATION IN ATTIC AREA 54 min UNDER SLAB - SEE DRAIN NTER r r�� 2 X SOLID BIRD BLCG!'ING UIITH 12 DETAIL . __._ . ---------- I- I fi 8 2 NO VENTING - --- 305 - 42 min .J i i A-14 TOILET ::: 36 n-in "' ::. IU6536 t ---- 2 x 4 INTERIOR STUD WALLS WITH 915 - 915fT1� x o i i t - ___________ _- _ I i 5/8' TYPE 'X' GYP. ON EACH SIDE - 12 min 12 =nin - - PAPER arch I T @CTS , P . C . os D-I I TYPICAL 305305 C (p t7355 S W Boones Ferry Rd r----- ------_.- __. _I _____ Lake Osruego,OR 97035 t509i WS-36111 I I/2' X b' CEDAR BEVEL ON 15• FELT m 9 5 ON 1/2' GYP. SHT'G ON 2 X 6 STUDS ,rr, 10 E 8th Street r----� r- ---� A-14 4T 16' O.C. WITH R-19 BATT INSUL. AND :. 5/8' TYPE 'X' INTERIOR FINISH �► W �� 695-035 ---- I -- ----- ------ - > o - - I I I I I 25 Control Way NXK _ r KiAlarW.MIA 9e0 S; (206)822�W I ! co � 4' CONC. SLAB ON .0mb' BLIC V.B. 1 ON 4' MIN. SAND FILL_ _?. 24' X 24' X 12' GONG. FOOTING \ a WITH (2)04 BARS IN BASE R-2 23'-0' OF FOOTING WITH 'SIMPSON' lu) Rork Noll (b) Side IS'all - - - EPG44 BASE ---- ------ -- - -- Shoot No. - -0 l,� 1 1 C�' 101 � `� �3 1i� F=LEVATIONS . m i FOUNDATION FLAN SCALE: 1/4' I'-0' Project No. 'j�BrJ f SCALE: 1/4' 7 J o -RM T T # 90-0211-07-20 ^r'► nF' -lo "gwo "" at•- �`""-"-" i "' 1- - I l I l I 1 11 I 1 1 1 1 1 1 11 ( 1 I 1 1 1 1`1 1 1 1 1 l r I 9)I I 1�I • ! 1 L 1 ! � I l l l l l l l l l l l i t 1 I I I I I ( I ( I I ( I I I 111 III 111 111 (11 111 I r I ( � �' � "I I I I I I 1 1 1 � 1 � 1 •�' I I �) 1 1 1 � I I y � 1 1 1 .� 1 2 3 4 5 6 7 R 9 10 II 12 i.OTE: 1F THIS MICROFILMED '- ---'v DRAWIM, IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THIF QUALITY OF THE ORIGINAL ------- -- DRAWING. OE 6Z 8Z LZ 9Z SZ bZ rIZ ZZ IZ OZ 61 01 LI 91 SI bl EI 21 11 CII b 9 L 9 SI- .• b EI Z IN"'" ,111�111111III�uti�ull�nullnt�lml1n1�1111�11i1�11i�Ittl�Itttlt141futf1l11►►ut11n11I11►Illul�ll(IIIIII�IINIINI�1tttX111111111111 till Iit111�IN11111111!1111111 IIIl11l�IIIdIIII�IIIIIIIUIIIIIIIUIIIIl1�1111�IIIIIII11�iI1111111�II1111lllUllllllll�lllllllllll�ll►III�IIIIIUIIIIWIHII DIEJC M ETJ 19 1991 I I Designed Date Drawn Dato Chocked Oat. Revisions I CRITERION EQUITIES S . W . 72ND AVENUE APARTMENTS 101 S,W, MAIN STREET PORTLAND, OR 97204 . �. •�°>C�Y KURD I Q I LEGEND ., VICINITY MAP SHEET INDEX Z U nva L. - -- ,_Ait It E 9w SOA, j,1' 4A 3Ir,, : S` -- E I !FL°oILDI a C-1 TITLE SHEET & VICINITY MAP 1-�4 rL i Nn nl' I-_ e _1- �I ,,(y••.,�� ' 1 1�� 1 gni ui�i�� In - ST Wv, �Q_> , 1. ��I� . > 10 f 4Et-.r ir--5 S I 9v -- r I.S.,rrn DESCRIPTION PROPOSED EXISTING // _ 7� �( I { [11 _ n C-2 GENERAL NOTES & SPECIFICATIONS •?IL Af Ii , 4• •- 'l$W UDO IotOtl E 9UDCn1UlaN sr > - 6 5 I � I� � .� VA�UNA t' t � .� F I� SANITARY SEWER LINE — — -- ` ' `'}2,N 1 �°�'9nN ;11.R v , ieL IIw ; z al/-; - W � 3— 55Y t;I �a ;Vx11'r,'E C—3 SITE � P LA N W Q -SQ L 'r J.l- >v .- -_•. _...-fit -.J `Y - n_- - 1p _�stmimsou 1 1 1 o'T- - -L i z - 1{{ - .__ gyp,_ '_ - - W F STORM SEWER LINE ST — —ST r K ° - ' -- R' ``' , s CUePARK `--� f 1 �v ly I 39(;d I , <<,Y ♦ ' t " _ �,�� ,SII' C-4 MASTER UTILITY PLAN WATER LINE -----W — --W— 11 r� r� I <EL1� 4( '�c/ � `�`$ cr i•'-: G lLn9 I I On MANHOLE — ow J;,(AR `� ' Sb`IAI,L�E$ NU s I [ r""'�N � ' ° C-5 GRADING & EROSION CONTROL ('LAN w E ( lEwls e t P ' 2'- s f. am J �, SN o SWI L N y K PJR I LA�E1'�� (1 S In CURB INLET ��.,� �� -• S I -JAI 3 Ilv i.N IA > • �zP ,�,I ry i 9W J1"OL L� Sl!UIII iS IIF N's ` CO(ILfIL l�wy ' �>� J' �R I ,9� nyE,T " r , I �. 3 , — 1r 3 �t"``. � J IE,1��; Ir ,il 9 ` � "'�v� C-6 ON SITE STORM SE1Iti'ER SYSTEM INLET "'�-S rte---"I♦ — p E `\ !� ` t O 7L s I \ 4 i a SF ? I R(�T�� r l' 'e f " 9 / K�v C`It r L aw r, �a .aJ> rrs q o ct�5s { WW/,I t1 r Llr C� v"�n5 J" --ST— q. 6 J�ngrtito t;l ;,y rtiS S '� r� o x CLEANOUT (C.O.) —S A— -- ---o oARo �_ `1 's�" �w ,�;; }----- .jw ELMIiun51 Sr I: _ _ ... ,.r,• ,r tl - , Jsw LAKe T a < . t o " 4 , + f;ld9e C-7 ON SITE SANITARY SEWER SYSTEM Pv � -�o- = ew«IrEr a« 3 -�mv STORM SEWER CULVERT �- /..-,��G �► J, �G� II w, tL IN y �- - _� QFG\ F4' ;ELS fT,. s,� 9 L� 6 TPr s CpT� K'SUrTU�IIpC�L( a �I uL"(F , � � C� 8 ON SITE WATER SYSTEM SEWER SERVICE ^L-.__ _ f C a 1 ,� SA_`._._ '—SA rc b : • tso. + �°> �-e6 A U sW�l,r — I �� 3 1 JE E ort 4 ESP -`4 C 1• .fANN(?.:. t ti� / � p � ; a ¢ Y ( FR pp K / -- sr�f ' ► �9°� l� 1 s 1 ; i _ -;I'�°I�-- �I�', �I4 `: �- C-9 FIR STREET — STORM AND STREET IMPROVEMENTS ROOF FOUNDATION DRAIN 1 M a �_., E5 t,, � r• S T —S T— •r —rad'= CREFA' +��,rn, ��y � � 5 I � �r Z ; 31'^ J r.�v-'-� 3 `'I<E GATE VALVE & VALVE BOX —w _ r� a�P;;'� '� M� W —E)— CRY �� R i 9w CRESTVIEW I f4 8 SW Woo MELEIL), 51 ` ,� •'9�f�:".,�,• ■■ I SW :,;E 0 /� it C-10 FIR STREET — WATER AND SANITARY IMPROVEMENTS -- _ �. BUTTERFLY VALVE -� r Q � 1 I �p • `f t R � 1 M 17 J � Cil f .:.\�.•.' 9W/IR (� .•,.E �I I"~r 11! r IM,A7 w S'Lj �i � >' P. � �( CHECK VALVE -�---w -;ter---w Td' :,;:. Y•- ---;° + y- rw.- t -+�i P-; �, -+=="�a- -r 1 Q ` - C-11 DETAILS SHEET 1 1B---r z En �y, ( T_ �. l� yaeN tN LL E,u, " 1 pS :p t. LLJ AIR RELEASE VALVE �---W C——IN nn� no �, a o Er�4 0" S �9 dUcr;/ s ,j fR��vy'o — PRESSURE REDUCING VALVE R -- ' m I o 9 ; I _ T y 'm C 12 DETAILS SHEET 2 �- E--- (� •� Ll W- Iq Lv1Ew 1 61"'v, •�, PROJEC moi' Kq C C 1 ITL 51_.=� r� cEn,En Dn •` --f� _„� Y E I BLOWOFF (B.O.) & ASSEMBLY vi E3 —N -. > s� t.._ r ; I > On C-13 72ND AVENUE -- STREET STORM (p iW Ann SITE <^ /•rIR nIDGF , C REDUCER --ew — W -- — .CR aE �r11� � ..,\ w _ I s:: \ � I`5;L'S� v " cr R0 ;. —� t4LRLAIN�UYY_l1l q� -:�: �� , �� AND WATER IMPROVEMENTS �J o ff W anEENS ARD t ,� .� ( r DI M9 { BEND W/THRUST BLOCK — --.� e k axt �� I_ �• �` TT ` man., ui I S ATE ��' j SW O�BONITA as 1' is ' s r' cl _EpcpoNE G , 'w1..0=`! / >O / r"If] IA , I - 4�r I151H EI FIRE HYDRANT & ASSEMBLY '--� ;� � - -� ---- ---- - - - -7 c lUN _ �� t -- NE K 3r > r 0 9 An eE°oesm JA vs 9W -' J � I < �- In ��v tI•� 'P•n�K lrllilf�.. ., ��Y �Vf/ Ip WATER METER - r� ^ N ��j.,.n. a lLm " � # a w • n r 1 _ v C 4i I i �E � µA EFS -- --L §§,/ EtOi C T •rti G �. eI 12 / 1 r' LlAnrc I L C__ CL MA P1 YII > N 1 SW$IIA.E PEAPE iN(Ml�rl -jr--�pOUolAs TELEPHONE LINE - - CCC fits. , , 1Ul �� .q�u�flr A 1 e.Ao BALEINE O. 0�1 cl+n . T— —T -- - I > D 1 (L I U WN � t E � P Z � �Y $E I {, °p .. .1F W `�_ �! ALL4E0_ ° r _ nc159-'° : a I * live._--`� KL T.V. CABLE T 1� ---T`5/ - �. �- Itlt r:E1p T— I +� ksw rut I ,\S��K�v;�, 1 perlovE sr POWER LINE -- _ '"•""°` s I ` $W SW RA9LF.9T V9/ Y fin O n-_ D,11 ��r o� �' (./1 o" t'r w 4 KAe_�E \!? a p 0 ,75 r (A SW U I �° IN f"{'S-1 2 W ¢ $ t q FS p E q 0 z n111;yi r j Z OR(l'A 13 �pPE� a L.QKL� GAS LINE G -- -G--— L Wye ;�, :: '' �" I V< `` p 'III _. �` L E000 o .9`J = N •• -JuL1-iw ! , P $w $Evl�!Av o ; v;r°m Ew v1Est a s,�,..� OSWEGO , BENCH MARK DATA � . p� z UTILITY EASEMENT LINE -- — — — — — — — — — — N SLOPE EASEMENT LINE - -- -- -- -- - - - - - -- - - -- _ CITY of TIGARD X21. BRA5S CAP LOCATED IN CURB AT THE Ln ' 1 ' �\ � PROPERTY OR R/W LINE - - - - SOUTHEAST CORNER OF S.W. 72ND AVENUE AND S.W. SANDBERG W E— OF R/W - - ELEVATION = 230.68 • CURB LINE SIDEWALK U NOTE: NOT ALL DESCRIPTIONS SHOWN ON THE ABOVE LEGEND MAY APPEAR ON THE PLANS" ' the DEVELORMENr GROUP R(At ESTATE DEVEL001`4ENT SERVICES WAYNE HEIKKALA (2061 254-1800 Suite 208, Crestwood 11018 Soulheoil Mill Flair. Boulevard Vancouver, WA 93684 enyrn Mr. .. pl.nnen I.nA.c.pe■r[nrtecls -*yon i n c o r p o r i t e d IMSSW Boone$Ferry Rd.Lake Os»eoo.0R91035(15013t6JS Jct8 lot E 1Ih SIiee1,Vancouver,WA 90OG0(,1Ool G95 pts 7 a 2SCeu1r11 Way,IJ05.N41gIW,WA900JJ(206(822 4440 7 in Z z L J C — 1 9 Sheet No. PIFPMT1' 90-0211 -027,0 o . 71 nF Pro .�t No. 2585 . BOEHM- .•.:ave. E�..1p. 7. ,. I � I I 1 n..v u4n�'+..,.•..x:,:,,.: :�,,,I.�,�•.rv.;sae-...�+rae.,r,..,.w.......w......-.._ ...,<-.._ `.. �.+.._. •-......aa,...,.ain.n.w Willie ♦ I I �' FII t I III I t tII ;• ..III) ( I ( I ( I II hI,111 III III III,IIIIIIIIIIIIII1111111I1 IIIIIIII�111I111�IIIIII�I111II,IIIIIIIIIIIIIIIIIIIIIIIII�I,L.II,III,III,III,IIIIIII;III,III,III,IItIIIIIlI1,lI1,lIIIlI111 , r , � NOTE: IF THIS M ICROF I LME D - 2 3 ...4 5 4 6 + 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN s THIS NOTICE, 17 1S DUE TO THF QUALITY OF THE ORIGINAL DRAWING. Of. 62 82 LZ 9? SZ bZ EZ ZZ IZ OZ 61 Of LI 91 SI b1 EI a �I1 01 6 9 L 9 SI- t► E Z I ""►"' (+!IIIIIIIIIIIIIIIIIIIIIIIIt111111I111111111III1111111II1if�1111I1111It111I1I1111t11I1tIlII111II111I1111It1,III 111I11III1111I111011i1I11111ttIlIII11I1111IIIII111111II11IIIIlIIIIlII111IIIILIIIIlI1111IIlllllilll1111I1111IIlIlIIIII�IIIIIIIIIIIIiIIIIIlIIW1117111111IIIIllllllllllll�IIIIIUIIIIIIIIII]IIIH r 19 1991 . ..1 M H JAN Iy90 Oootyw" Dow C-, �� JAN 1090 own Dols GENER.AL._-NOTES & REQUIR,EMFNTS _ _ ___-- ,M�., /STK `-,`� ►moo DEMOLITION NOTES _. WATERLINE CONSTRUCTION NOTES Chochoe �a 1. t. NOTIFY TIGARD WATER DISTRICT(TWD) 48 HOURS PRIOR TO COMMENCING CONSTRUCTION CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF TIGARD AND WASHINGTON 1. WRECK, DEMOLISH, DISMANTLE AND COMPLETELY REMOVE ALL BUILDINGS, ITEMS AND COUNTY STANDARD PLANS AND SPECIFICATIONS UNLESS OTHERWISE MODIFIED BY THESE OBSTRUCTIONS AS SHOWN ON C1 AND C2. REMOVE ALL FOUNDATIONS COMPLETELY, TO SET UP A PRECONSTRUCTION MEETING. TELEPHONE 639-3516. PLANS. ALL PRIVATE WATER, STORM AND SANITARY SEWER IMPROVEMENTS SHALL. BE REMOVE ALL BASEMENT AND CELLAR FLOORS AND OTHER CONCRETE SLABS. CONSTRUCTED ACCORDING TO THE REQUIREMENTS OF THE UNIFORM PLUMBING CODE 2. ALL WORK SHALL BE IN ACCORDANCE WITH TWO AND AWNA STANDARDS, 1985 EDITION (UPC-85) AS AMENDED BY THE OREGON DEPARTMENT OF COMMERCE. 2. PRIOR TO DISCONNECTING, REMOVING, PLUGGING OR ABANDONING EXISTING UTILITIES 3. ALL WORK WILL BE INSPECTED AND APPROVED BY TWD. SERVING BUILDINGS BEINC REMOVED, NOTIFY ALL UTILITY CORPORATIONS, COMPANIES, 2. PRIOR TO ANY CONSTRUCTION, LOCATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY INDIVIDUALS, OR LOCAL AUTHORITIES CONCERNED WITH THE WORK. j THE CONTRACTOR. WHEN ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON THE ' 4. ALL PIPE AND FITTINGS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE TYTON JOINT PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR 'TO PROCEEDING WITH 3. THE CONTRACTOR SHALL ABANDON IN PLACE ALL EXISTING ABOVE GROUND AND DUCTILE IRON. CLASS 52, FOR PUBLIC SYSTEMS. PRIVATELY MAINTAINED SYSTEMS SHALL CONSTRUCTION. UNDERGROUND UTILITIES NOT DESIGNATED TO REMAIN. ABANDONMENT SHALL BE AS BE PVC SCH. 80 CLASSIFICATION. FOLLOWS: 3. DENSITY TESTING (PERFORMED BY AN APPROVED GEOTECHNICAL TEST FIRM) SHALL BE 5. MINIMUM OF 36" OF 31/4" MINUS CRUSHED ROCK COQ ER FOR 8" MAINS IN STREETS AND TAKEN AT A RATE OF 1/75 L.F. WITHIN THE TOP 4' FOR TRENCH BACKFILL AREAS. TESTS EXISTING UTILITY PIPE NOT DESIGNATED TO REMAIN WHICH INTERFERES WITH RIGHTS-OF-WAY. WHICH SHOW THAT MATERIALS MEET OR EXCEED REQUIRED SPECIFICATIONS SHALL BE 6. POURED CONCRETE THRUSTBLOCKS OF AT LEAST F, SQUARE_ FEET OF BEARING SURFACE d CONSTRUCTION SHALL BE REMOVED. THE ENDS OF THE PIPE LEFT IN PLACE AFTER PAID FOR BY THE OWNER. TESTS OF MATERIALS THAT DO NOT MEET REQUIRED REMOVAL SHALL BE PLUGGED WITH A FITTED PLUG OR STOPPER AND ENCASED IN ATEACH TEE, CROSS, AND BEND LOCATION SHikLL BE PROVIDED AT ALL WATERLINE SPECIFICATIONS WILL BE PAID FOR BY THE CONTRACTOR. COPIES OF COMPACTION CONCRETE. !� I N FITTINGS AS REQUIRED BY TWD STANDARDS. d� ' REPORTS SHALL BE SENT DIRECTLY TO THE ENGINEER. THE LABORATORY USED SHALL BE ` � � APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF TESTING. 4. AFTER EXISTING BUILDINGS OR STRUCTURES HAVE BEEN REMOVED, PROTECT THE IQ 7. FIRE HYDRANT ASSEMBLY CONSISTS OF 8" MJ X 6" FLG TEE, 6" FLG X MJ GATE VALVE, 6" RESULTING BUILDING EXCAVATION OR OPEN AREA FROM SURFACE GROUND WATER. MJ X MJ HOLDING SPOOL, AND MODERN MUELLER CENTURION FIRE HYDRANT, A�2, 6'MJ, --`,Comm4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER JURISDICTIONS ALL WORK PROMPTLY REMOVE ANY WATER WHICH ACCUMULATES IN THE EXCAVATION OR OPENING. WITHIN THE O5 1/4' MVO, 3-PORT (2 - 2 1/2' NST HOSE CONNECTION, 1 - 4 112- NST PUMPER), 1 1/2' OF PUBLIC EASEMENTS AND RIGHTS-OF-WAY. THE METHOD OF DEWATERING AND THE DISPOSAL OF THE WATER IS SUBJECT TO REVIEW PENT. OPR. NUT, OPEN LEFT, COLOR: YELLOW. � '�r A� AND APPROVAL OF THE ENGINEER. � �.�KURa�, 5. DO NOT SCA!z DIMENSIONS FROM THESE PLANS. ALTHOUGH PLANS ARE TO SCALE, THE ENGINEER S'-ik2ULD EF. CONSULTED IF DIMENSIONING IS UNCLEAR OR INSUFFICIENT. 5. REMOVE DEBRIS, RUBBISH, AND OTHER MATERIAL- RESULTING FROM DEMOLITION 8. [:ACIi FIRE HYDRANT SHALL BE IN 1/2' DR UPON K T FORMED CONCRETE BON T WITH OPERATIONS FROM THE SITE. MATERIALS REMOVED FROM THE SITE SHALL BECOME THE 1 1/2 CUBIC YARDS OF ATE ROK 1 FROM DRAIN ROCK TARPAPER WILL. 8E LAID ON 70P OF 6. UTILITY TRENCHES IN PAVED AREAS SPALL BE ENTIRELY BACKFILLED 2 FEET BEYOND THE PROPERTY OF THE CONTRACTOR. STORAGE OR SALE OF REMOVED MATERIALS WILL NOT DRAIN ROCK TO SEPARATE ROCK FROM EARTH COVER. LIMITS OF THE PAVED AREA WITH 3/4'-0' ,RUSHED ROCK COMPACTED, UNLESS OTHERWISE BE PERMITTED ON THE SITE. NOTED. 9. WATERLINE - SEWERLINE SEPARATION. ALL NEW WATERLINES SHALL BE INSTALLED TO 6. ITEMS OF SALVAGEABLE VALUE TO THE CONTRACTOR MAY BE REMOVED FROM THE SITE COMPLY WITH OREGON ADMINISTRATIVE RULES, CHAPTER 333, PUBLIC WATER SYSTEM 7. UTILITY CROSSINGS OUTSIDE OF PAVED AREAS SHALL BE BACKFILLED WITH APPROVED AS WORK PROGRESSES. TRANSPORT SALVAGEABLE ITEMS FROM THE SITE AS REMOVED. (1988), PUBLISHED BY THE OREGON HEALTH DIVISION. NATIVE MATER4ALS COMPACTED TO 92% OF RELATIVE MAXIMUM DENSITY (AASHTO T-99). 7. BURNING OF DEMOLISHED MATERIALS WILL NOT BE PERMITTED ON THE SITE. 10. ALL MAINS SHALL BE TESTED AT 150 PSI FOR 1 (ONE) HOUR WITH MAXIMUM LOSS OF 5 PSI. 8. PORTIONS OF THIS PROJECT LIE IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS. THE STATIC PRESSURE = 90 PSI. CONTRACTOR SHALL NOTIFY THE CITY OF TIGARD AND ALL UTILITY COMPANY REPRE- SENTATIVES 48 HOURS IN ADVANCE OF OPERATIONS IN THESE AREAS. 11. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. SAMPLES FOR BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. �- STORM SEWER CONSTRUCTION NOTES �"- 9. CONTRACTOR SHALL LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND CONSTRUCTION MATERIALS. 12. TWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. METERS OU 1. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GENERAL NOTES AND WILL BE INSTALLED BY TWD UPON REQUEST BY OWNER. Z 10. BUILDING : :S AND LOCATIONS SHOWN ARE APPPDXIMATE. FINAL LOCATIONS WILL BE AS SPECIFIED BELOW. Li- PROVIDED D1 SING SITE CONSTRUCTION. 13. EVERY METER THAT IS USED FOR OR CONNECTED TO AN IRRIGATION SYSTEM SHALL HAVE U L 2. STORM SYSTEMS PROPOSED FOR PUBLIC ACCEPTANCE SHALL BE CONSTRUCTED IN THE PROPER BACKFLOW PREVENTION DEVICE INSTALLED AND TESTED BY THE OWNER. ACCORDANCE WITH CITY OF TIGARD AND WASHINGTON COUNTY STANDARDS. PRIVATELY 11. ALL ACCORDANCE E WITH NOT COVERED BY THE ABOVE SPECIFICATIONS SHALL TI BUILT IN MAINTAINED STORM SYSTEMS SHALL BE CONSTRUCTED TO TH'_ REQUIREMENTS OF THE 14. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR OR OWNER WILLADVISE TWD OF LLJ ACCORDANCE WITH AMERICAN PUBLIC WORKS ASSOCIATION SPECIFICATIONS AND UPC-85 AS AMENDED BY THE STATE OF OREGON. DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TWD INSPECTIONS, z 3. PRIVATELY MAINTAINED MANHOLES SHALL BE CONSTRUCTED 10 THE REQUIREMENTS OF WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC., AND 2% FOR ENGINEERING 12. PAYMENT FOR UTILITY ONES SHALL INCLUDE EXCAVATION, OFF-SITE DISPOSAL OF THE UPC. AS-BUILT" DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, REVIEW, INCLUDING 1 EXCAVATED MATERIAL, BACKFILLING, COMPACTION, TOOLS, MATERIALS AND ALL ETC. INCIDENTALS NECESSARY rOR THE SATISFACTORY COMPLETION OF THE WORK 4. PUBLIC STORM SEWER PIPE SHALL BE NON-REINFORCED EXTRA STRENGTH CONCRETE THIS FEE MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES. t ASTM C-14 CLASS 3 WITH TONGUE AND GROOVE TYPE JOINTS OR DUCTILE IRON, CLASS 13. ELEVATIONS SHOWN FOR MANHOLE RIMS AND CLEANOUTS ARE APPROXIMATE AND FOR 52 WITH PUSH-ON JOINTS. LINING FOR DUCTILE IRON STORM SEWERS SHALL BE EITHER 15. CONTRACTOR SHALL HAVE ON SITE AT ALL TIMES A SET OF CONSTRUCTION PLANS THE CONTRACTOR'S INFORMATION ONLY. FINAL ELEVATIONS SHALL BE SET TO MATCH CEMENT-MORTAR OR ASPHALT MATERIAL (ANSI/AWWA C104/A21.4). CONCRETE STORM APPROVED BY TWD. CONSTRUCTED GRADE. SEWER SHALL BE CONSTRUCTED WITH OPEN JOINTS. 16. ALL FITTINGS SHALL BE MECHANICAL JOINT OR APPROVED BY TWD UNLESS NOTED 14. ROCK STABILIZATION MATERIAL SHALL BE APPROVED BANK RUN GRAVEL OR PIT RUN 5. PRIVATE STORM SEWER PIPE SHALL BE NON-REINFORCED EXTRA STRENGTH CONCRETE OTHERWISE. QUARRY ROCK(6 INCH MAXIMUM SIZE WITH NO MORE THAN 5% BY WEIGHT PASSING A NO. ASTM C-14 CLASS 3 WITH TONGUE AND GROOVE TYPE JOINTS, OR PVC COMPLYING WITH r n 200 SIEVE.) PLACEMENT SHALL BE AT LOCATIONS APPROVED BY THE ENGINEER. PAYMENT ASTM D-3034 FOR MANUFACTURING AND TESTING, AND ASTM D-2321 FOR INSTALLATION. V J FOR MATERIALS SHALL BE BY THE TRUCK LOAD AND SHALL INCLUDE ALL EXCAVATION, OFF- ' ' i SITE DISPOSAL OF EXCAVATED MATERIAL (UNLESS OTHERWISE APPROVED), PLACEMENT 6. BEDDING AND BACKFILL SHALL BE PER TYPICAL DETAILS AND GENERAL NOTES. tttttttti■ f� AND COMPACTION,AND ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY TO COMPLETE THIS WORK ITEM. 7. PRIVATE CATCH BASINS SHALL BE i RAPPED CATCH BASINS" AS MANUFACTURED BY THE GRADING NOTES �"� Z LYNCH CO., INC. OR AS APPROVED BY ENGINEER. CATCH BASINS S,1ALL BE SQUARE OR z 15. AREAS OF THE SITE THAT HAVE SEEPAGE OR SPRINGS SHALL BE BROUGHT TO THE ROUND, IN ACCORDANCE WITH THE SYMBOL USED ON THE PLAN. WITHIN AREAS TO BE LLJ 1. ALL GRADING SHALL BE DONE ACCORDING 70 THE APPROVED PLANS AND AS SPECIFIED ATTENTION OF THE ENGINEER. THESE AREAS SHALL HAVE A SUBGRADE DRAINAGE SYSTEM PAVED GRATES SHALL BE HEAVY DUTY. OUTSIDE OF THE PAVEMENT AREAS GRATES SHALL INSTALLED AS APPROVED BY THE ENGINEER. BELOW.BE LIGHT WEIGHT. 16. ALL SURPLUS EXCAVATED MATERIAL SHALL BE THE PROPERTY OF THE CONTRACTOR AND 8. AREA GRAINS SHALL COMPLY WITH THE TYPICAL AREA DRAIN DETAIL. ALL AREA DRAINS 2. GRADES INDICATED ON THE GRADING PLAN ARE TO BE FINISHED SURFACES. CONTRACTOR Q O REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ARE CONNECTED TO BUILDING PERIMETER DRAINS UNLESS OTHERWISE SHOWN TO GO SHALL UNDERCUT TO APPROPRIATE SUBGRADE ELEVAi IONS AS ;NECESSARY. a- d OFFSITE SPOIL DISPOSAL OR TEMPORARY STOCKPILE SITES AS MAY BE REQUIRED. THE DIRECTLY INTO THE STORM SEWER. Q z CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FOR STORAGE 3. THE AREA DESIGNATED FOR FILL SHALL BE STRIPPED. FILL SHALL BE CLEAN NON-ORGANIC AND/OR REMOVAL OF EXCESS MATERIALS FROM THE SITE. MATERIAL PLACED IN 9-INCH LAYERS AND COMPACTED TO 95 PERCENT RELATIVE MAXIMUM W O DEN S!TY OF AASHTO T-99. 9. CONTOURS ARE EXISTING GROUND. SEE GRADING PLAN FOR FINAL ELEVATIONS. � 0 .h F- 17. FILL IN AREAS BETWEEN BUILDINGS AND OUTSIDE OF PAVED AREAS SHALL BE 10. SUBGRADE DRAINAGE PIPES SHALL BE FIELD LOCATED. NO LOCATIONS ARE SHOWN ON Z u, CONSTRUCTED AS STRUCTURAL FILL AND COMPACTED TO THE DENSITY AS SPECIFIED THE PLAN VIEW. SEE DETAIL SHEET FOR TYPICAL SECTION. SUBGRADE DRAIN SHALL BE 4. S1 RIPPINGS SHALL BE SPREAD OVER THE FILL. IN A NON-COMPACTED LAYER NOT TO L.LJ LU BELOW. CONNECTED TO STORM SYSTEMS OR AS DIRECTED BY THE ENGINEER. EXCEED THE RECOMMENDATION OF THE SOILS ENGINEER. N COMPACTION REQUIREMENTS: MINIMUM REQUIREMENTS - PER 5. NO SLOPE STEEPER 1 HAN 2 HORIZONTAL TO 1 VERTICAL SHALL BE CONSTRUCTED O Z DENSITIES DETERMINED BY ASTM 11. LATERAL IE'S SHALL BE 4.5 FEET BELOW FINISH FLOOR ELEVATIONS (SEE DETAIL ON SHEET Q C-11). WITHOUT SPECIFIC APPROVAL OF THE ENGINEER. �.. < D698 (AASHTO T-99) S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING HIS OWN EARTHWORK Z � o • ILLN VOLUMES.UNDER STRUCTURES r- PARKING AREAS (BELOW BASE Ismij ROCK OR BUILDING PAD ROCK) 95% SANITARY SEWER. NOTES 7. SEE GENERAL NOTES, DWG. C-5 FOR .ADDITIONAL GRADING INFORMATION. • 8. COORDINATE FINAL LOCATION OF SIDEWALKS WITH LANDSCAPE DRAWINGS �.. FILLS IN LANDSCAPE AREAS 85% 1. ALL CONSTRUCTION OF SANITARY SEWER AND APPURTENANCES PROPOSED FOR PUBLIC ACCEPTANCE SHALL CONFORM WITH THE CITY OF TIGARD STANDARD PLANS AND • BUILDING PAD ROCK 95% SPECIFICATIONS. SANITARY SEWER TO BE PRIVATELY MAINTAINED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE UPC-85. • BASE COURSE FOR PAVEMENT U & SIDEWALK AREAS 95% 2. PIPE FOR BOTH PUBLIC AND PRIVATE SYSTEMS SPALL BE NON-REINFORCED EXTRA STRENGTH CONCRETE CONFORMING TO ASTM SPECIFICATIONS C-14 CLASS 3 OR PVC PIPE TEMPORARY EROSION CONTROL NOTES • UTILITY TRENCHES IN ACCORDANCE WITH ASTM D-3034 (SDR 35). PVC PIPE INSTALLATION SHALL CONFORM the ASTM D-2321. ©��®P� - PAVEMENT & SICEWALK AREAS 95% DURING CONSTRUCTION TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED AND GROUP - LANDSCAPE AREAS 8596 3. JOINTS AND 'O' RINGS FOR CONCRETE SEWER PIPE SHALL CONFORM TO ASTM SPECIFICATIONS C443-60T. RINGS SHALL BE NEOPRENE. JOINTS AND 'O' RINGS FOR PVC MAINTAINED IN ACCORDANCE WITH STATE MANDATED EROSION CONTROL REQUIREMENTS FOR REAL ESTATE DEVEtc7f'titENt SERVICES SUBGRADE FOR STREETS AND SIDEWALKS WITHIN PUBLIC RIGHTS-OF-WAY SMALL BE SEWER PIPE SHALL CONFORM TO ASTM D-3212. THE TUALATIN RIVER BASIN. REFER TO SHEET C-5 FOR STANDARD NOTES AND DETAILS. WAYN E H E I K KALA COMPACTED TO 95% RELATIVE MAXIMUM DENSITY (AASHTO T-99) FOR A DEPTH OF EIGHT fZC61 234.1800 Suite 108, Crestwood INCHES. 4. PIPE ZONE BEDDING AND BACKFILL (FROM 6" BELOW THE PIPE TO 12" ABOVE THE PIPE) 11818 Southeast Mill Ploin Boulevard SHALL BE COMPACTED 3/4" -0 CRUSHED ROCK. THE REMAINDER OF THE BACKFILL WITHIN Voncou-sr, WA 98684 18. CONTRACTOR SHALL.BE RESPONSIBLE FOR ESTABLISHING A TOPSOIL STOCKPILE FOR USE STREET RIGHT-OF-WAY SHALL BE 3/4" - 0 CRUSHED ROCK COMPACTED TO A MINIMUM OF BY OTHERS. THE VOLUME OF THE STOCKPILE SHALL BE SUFFICIENT TO PRODUCE 4,500 95% RELATIVE MAXIMUM DENSITY PER AASHTO T99. BACKFILL ABOVE PIPE ZONE OU i SIDE „«.. C.Y. OF IN-PLACE TOPSOIL STREET RIGHT-OF-WAY SHALL BE COMPACTED SELECT NATIVE MATERIAL COMPACTED TO ""^^•" A MINIMUM OF 85°.6 RELATIVE MAXIMUM DENSITY PER AASHTO T-99. te/loftwe um--ftcts•,,,,,�Oe 19. CONSTRUCTION OF THE TRASH BIN PADS SHALL BE COORDINATED WITH THE I n co r p o r a 1 * d ARCHITECTURAL DRAWINGS FOR DETAILS OF COVERS, WALLS, ATTACHMENTS, ETC. 5. ALL SANITARY LATERALS SHALL BE LAID AT A MINIMUM SLOPE OF 2% UNLESS OTHERWISE 17355SW boonssretryn;t.LOA 0swMOR$?MJWoa16.15.3618 ' INDICATED ON THE PLANS. 101E emSueet Va"ctnmr.""GooIme)"So3SF 20. ASPHALT SHALL BE INSTALLED IN TWO LIFTS. THE SECOND UFT SHALL BE INSTALLED 13Cenua!Way.1X6 OkIma.10AN 1'r20 gn 4446 N AFTER COMPLETION OF THE STRUCTURES AND OTHER SITE APPURTENANCES. 6. CONTOURS SHOWN ARE EXISTING GROUND. SEE GRADING PLANS FOR FINAL ELEVATIONS. Z 21. ALL PRIVATE NON-METALLIC PIPE FOR STORM, WATER OR SANITARY SYSTEMS SHALL HAVE 7. SANITARY SEWER PIPES SHOWN WITHIN PUBLIC EASEMENTS SHALL BE MAINTAINED BY THE 0 W 18 GUAGE TRACER WIRE (GREEN IN COLOR) INSTALLED FOR LOCATING PURPOSES. THE CITY OF TIGARD. LATERALS TO BUILDINGS WITHIN PUBLIC EASEMENTS WILL BE PRIVATELY -2 J J EXPOSED END SHALL BE DAYLIGHTED. MAINTAINED. f0 Shoot No. m L F'ELhl T # Irl- �; 11-CI �?�t 8, LATERAL IE'S SHALL BE 5A' BELOW FINISH FLOUR ELEVATION (SEE DETAIL ON SHEET C-11). s ..t No. 2585 I , ; POW M1f11l Illll I 1111 Cf ry I 11II 11 11 I III r1111I11-11 lIII 111(Il ` I,I! Ii I...i .I ,,•.ii i•. I I ( i_..h. I I I f- i ( '_-1-' ., . .,�._.. VIII ( 1 I 1 1 I I I I I I 1 1 I III 1 lull I 1111 I I Ill 1 1 III 1 1 Ill 1 111 NOTE: IF THIS MICROFILMED f _ 2 �.�.- 4 �_- 5 4 6 . 7 8 9 110 1 I 12 DRAWING 1S LESS CLEAR THAN THIS NOTICE. 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. pE 62 92 LZ 92 SZ bZ EZ ZZ IZ 02 6t 81 Ll 91 �S1� t•l- EI z 11 DI 6 9 L 9 S b E 2 1'I■"'- • , �� IIIunIlu111u1111111111111inIIn111111111111nnlllil)tlulultllntllnllutrlwUfHtIl1111f1111I11111111rinnlnllluullullllnl11�11►Irl{1ullllnlulllllulnl11nu11ulllnllllnlunllullLnllluLllLu�unIuI111u1I1n11n11I1111IIW�11111111IIIIlI1111�1If1111IuIlIIILIIIWIIIN .►F,-4CEM .BETot 19 1991 D JAN 1990 Dele Grown Date D JAN 1990 Chocked Gate Revision* ,1 I ' ADDITIONAL 10' R/W DEDICATION STORAGE ENCLOSURE TRASH ENCLOSURE - - 641.50' N 87 41' 06" E --��-- --��--- MAILBOX ............. -_ --��__�--- ----- — --- -- ENCLOSURE' / - - -- __ HANDICAPPED PARKING-TYPICAL Li INCANDESCENT EI URESCENT 1 -- / WALL-MOUNT CEILING-MOU T GARAGE-TYPICAL CARPORT-TYPICAL GARAGE LIGHT CARPORT LIGHT - - — -- _ C C I LIC C G_ _ I C C - EC. BLDG C �J r LLJ / Z 4 Lt.NAY- C T.Y. C ; Q i� C C J C SITE DATA CL C C i BLDG. AREA 44,910 SQ. FT. W Eo 1 O C C - ROADWAY 37,390 SQ. FT- o O — LANDSCAPE/ C W OPEN SPACE 95,900 SQ. FT. (J'� z C 1 I b ; PARKING AREA 29,700 SQ. FT. C C �y1 1 N Q SITE AREA 207,900 SQ. FT. O 1 ® C I I F) C T V I C O q z C C C C C I 2 Z C I I UNIT LEGEND UNIT TYPE NUMBER SQ. FTG TOTAL SQ. FT TYP. COMPACT TRASH ENCLOSURE PARKING STALL A 40 759 30,360 pq 8 40 1002 40,080 �/ C C C C \ / I ' C 20 1104 22,080 C C I 100 92,520 STANDARD C - 1� PARKING STALLI I C ; PARKING LEGEND w C GARAGE s4 r \ / ~ 76 OPEN SPACES Z C C / � i 45 COMPACT �„�� w \ / 28 STANDARD r" I 3 HANDICAPPED �1 i I C EXISTING CURB C & FZEWALK I 180 TOTAL SPACES i, TRASH ENCLOSURE o C 1 1 --- __ -- -- -- W g - - - - - - - -_ __ z w 5 7_ Q 0Q I �r � L C� Z d- LOU o 1� Iss- 0L.L..� 40 SO — SCALE IN FEET the DMLORMENf GROUP PEAL ESTATE DEVELOPMENT SERVICES WAYNE HEIKKALA (206) 751.1800 Suite :08, Crestwood 11818 Southeast Mill Plain Boulevard Vancouver, WA 72681 en1„ue,. t piennen sjrv"om i n c o r p o r 0 t e d _ 17355SW Boone%Feaynu le►eOfrepo.O,IITOJs ISOJIa1S 3011 J 101E 10,51'em.Vmcou,e,.WA 91000(?00,645 0357 a ?SCeoaji Way 8305 Kkk1j,"WA110.1?(20611.2 4446 H 2 C-3 ShNt No. rjr ` Pro ect No. 2 5 S J t � l , 1 r • rZ - _.. 1 1 1 1 1 1 1 1l�! 1 ( I I I�I I I ! I 1I�I1 II I r I I II Il I 1,I 1 1 1 1 11 1 1 I l � II fIIII 1y11 111 11 1+II I.(II I ,. I I ( I I II �Jill NOTE: IF 'i HIS HICROFIL!MED �— I 2 3 4 - 5 6 r 7 8 _ 9 _ (0 — I 1 12 DRAWING IS LESS CLEAR THAN �+ THIS NOTICE, :1 IS D'JE TU THF QUALITY 01 TIE ORIGINAL. ' DRAWING. ---- ---_- ---_..._._--------- ------_ ------ ----- ___------- --� 0E 62 92 LZ 9Z W 07, E2 ZZ Iz 02- 61 91 LI 91 SII bl EI 91 11 01 99 L 9 S b E �- - IIIllunlulllunllnllllnlunlnulunlnulnulnilllutlln111utlllNllllllHlllmtl7773!unl�rulrru11u11111tInlrlrlrrlunl�1111rn111u1InI111ullllulul11111111urlluslu11I11nIu11I1IuhwI11t11t1111uullnllnnllll111111IIIllIlW�1111IIIIIliIIlI1,!nl;►nIn1111uI�lwllln DIC310EMBETt 19 1991 C `) JA>-A 195 Drawn 0 JMH /GTK FEP� lOJ°30 -i Chocked RevlMon• -- - — -- NOTES: cam" 1 i 1 CONSTRUCTION OF ALL ON-SITE UTILITIES SHALL CONFORM TO THE GENERAL ►�// ' SPECIFICATIONS SHOWN ON SHEET C-2 • "' 2 UTILITIES SHOWN ON THIS SHEET ARE _ SCHEMATIC, REFER TO THE APPROPRIATE SHEETS WITHIN THIS SET FOR DETAILED UTILITY CONSTRUCTION INFORMATION ' -- 3 LEGEND - W — 8rr - --- 8rr ST 10" W _-- SA SANITARY SEWER Z i W - - - - - - - - - -- - �� Z -ST-- STORM SEWER Q Li W WATERLINE CL �gN — O i �"' * REFER TO SHEET C-1 FOR ADDITIONAL Q INFORMATION E= r 00 F.F.=252.00 U J 09 E I O F.F.=255.50 1 0 W F.F.=258.00 I i i ( z � ® - F.F.=252.00 00 (� i `0 I \ / I U W I F.F.=255.00 - - I /\ I O w �L. 1 ^ N I / \ I = > i 3 \ W $ W /L _ F.F.-248.1)0 I O s U SA ST $ � - � SALd 0 Lu Ld F.F.=254.00 / i F.F.=1248.00 00 3 SA / I < ' I �---• W F.F.=�250.00 I F.F.=245.00 ' ' �' o W f Q) 3- �/ , E r ° g / -- --�_ _� W 0 LL_ CL o -- . _ '_ J LL-j u� ' -- -----.. - ;' '— — ---��_ �'-- `y-- -- _-- F_ ............ ....... —_ / — .__—� Z w .......... LLJ I•'J Li Lr) > __ __ < l Z ' REFER TO SHEETS C-9 & C- 10 5 FOR OFF IMPROVEMENTS CL Z N W FpI I ' 0 4 80 0:L SCALE IN FEET 1 DIS&LORMENr GROUP REAL ESTATE DEVELOPMENT SUNCES WAYNE HEIKKALA (2C6) 254.1800 Suite 208, CraiMood 11818 Soulheasl Mill Plain Boule.ard Vanccvver, WA 98584 aryrnaa.� pw.,.em terwoc m•rcn.Nc1f aurmgare i n c o i par a t d ,7755 s w Ooonet f my ltd.uq Oswepc.OR 91pJi ISOJI 6]S 3018 J 101E 6U�.Sveri.V7�Karver.V*gKW 12001 605 0357 a a ri ceM.H w,r 03M 1cM k1i..0.NM 000?r10616it+44e N H 2. T. R W �----- - C-- 4 Shoot No. J Ifto .ct No. 2585 .IIII�IIIIIIIIIIIIIIIIIIIIhlll�llllllrlll)Ili)Illlllllllllllll�yllll ,III�III�III�III�lJill l . IIII11 L II,Illlllllllillllllllll�IIIIIIIIIIIIIIIfIIlIl11IIIIIIIEIIIIIIl1I1111,I1I111I11111111„I `� y NOTE: IF THIS MICROFILMED +-�- `_ 2 3 4 5 • 6 + 7 8 9 I)0 I I _ 12 DRAWING IS LESS CLEAR THAN a THIS NOTICE. IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. 0C 6Z V LZ 92 SZ bZ EZ ZZ IZ OZ 61 131 LIII 91 81 bl Ei ZI I I 01 6 9 L 9 S b 1- Z I"•��" y • r►llllnllnn ul+ln„ uulnn ,lulus uulllll�luilm, uul,at uutur,uulnu NIII1111lUIIIIHI�IIIIIIII, nuln,r uulE,E n1I11II�III1Il1l, nuIIIII�IIIIIIIl1�111111111' 11111Ie1�11111W►�lllllllll ,nll,n, nllllnl IIIIIIWI�IWIIU�IIIIIIIIlUl1lI1111�111111I11�IWlllll � � CEMB �Jia 991 {.,,.._a r: �trtr T l R /GTK JAN Ig`)!') SEDIMENT FENCE SHALL SEE SHEET C - 11 FOR r II STORM C)P AItd iNL_.FT PROTECTION ` � ��- Drown JAN 1990 D•te FILTER FABRIC MATERIAL 36" - - � E X S1 ING 1 - _ WIDE RuLLS SHALL f3E PLP.CED AS PER CMN �, IK. FEB I"I`)o USE STAPLES OR h.RE 2' BY Y HY to Gfi WIRE BE PLACED AND STAKED PAVING AT GARAGE � ' 'Z' ROCKERY ' DETAILS ?,A / 3K OR 3 C Chocked Date RINGS O ATTACH FABRIC OR EQUIVALENT NEIGHBORHOOD IG H E30 R HOO U FABRIC WIRE AS PER, DETAIL ' ENTRIES � l ' RETAINING WALL_ THIS SHEET ( TYPICAL) I ` 00 i J�WM�■ I e e w 254 �-----. II � • T iJ ! f s• ei 258 152 'x, �■ 1 i Ui ` i I .. 26© T .� �■ i one N t I 255 c�3 L � I O in cv.ti, i -I t by 2c3�o 97 ■ 25`5 32 254 S5 ti fro 2� 1 57 2-54 -77. C Z62 254 n 258.C09 n - --- - - 253.40 0 t �Z I ROCKERY X51 Ig - 25p ,� i apoapppe � - 1 bow -- -1-7- 2 1-- lNl I I 6' MAX. I FST '2('00 II 259 OI , WALL 2YJ . l7 I ! --- -------- - --1 -•� , c� - t Is' pG 2 S2.4 5 t L0..D 250.5 I • • --•�'c" 2560'L 251 I I 2• BY a• WOOD POSTS, U STANDARD OR BETTER OR L �1 26 ( e ,� F.F,=252.00 EQUAL ALTERNATE: STEEL J ? A D 254.5 L 2`' o FENCE POSTS O '� y O s� i 251 . 99 t `r' • t ; 0 ,, ro A.D. 254.0 --�_ .-t.�- -- / - -1 0 I A D '250 5 252. 21 A.D 250. 5 NOTE. BURY BOTTOM OF FILTER �/ 2 ?g )B `1 ro CV a - - - - MATERIAL IN 8' BY 12• Z • Z,5 A D 2 54 O I 5' ,n • I Jr` TRENCH 56 fy 04 L_ 250.64 250 &60" 25G 0 252 95 252.G9 250.22 �I/ Y Cn }. 248 I - �xy'x1C GA. -,� X � F.F.=258.00 - .__ � � � '��`L ��i'r' • _ �- t F.F.-1�1 uu �. WIRE FABRIC \ I •* F� OR EQUIVALENT t Iii LJJ �� - 251 95 I 249.50 A D. 256.6 - 1 A D 253 5 . -4254 -- .- -r i L1J24g.1a- A.D 24G 5 -lip ,- - Z F.F.=255.00 5'2.G II' 250 58 A-0 255.5 * \ 252.3C A.D. a0 48.00 ti - 2 5 6�-- � 25(0.70 - a -252 58 251 50 248.97 -T 6 tO ' I 25(0 38, A"D. 253 5 �,h 191 PLT j - --� - A.D. 24G-5 I -- 252.0 \ alts'24-7 Ito CY t I FILTER FABRIC N Z�jb r 254 - 253 0 252.92 251.62 i 24°J 19 a MATERIAL - 9 - r • 24 oA D 253 0 � •• ?S? � � 250 � �: ^� -.248.44 - __ .-- ,� I z f 25553 ` ! t 25?Ii 08 246 �IN. to � f • -- - N LJ 2 83; A D. 2530 �, 1 �a� • -----1- 254 32 I -- by ( 5,) { , 4) ■ L F.F,=254.00 I 245 � 5 t ZIA,•D 243 5eon i ■ 1j �,/ /A.D.24-8 5 a T 6 ■ t ( ' x251. 6 I ao F.F. =Lq. 1 A.D. 244.0 W ■ 254 34 ■ 'L`'ry F.F.-1250.00 J N A D 'z �, - 2 5 � F.F.=245.00 N �y DETAIL 1 - SEDIMENT 1=ENCEi CZ 254_O'-- - � _-j J----- -.-.- r ... 'L°'A � + 243.42 _ v t n � T.G. � I v 25 I l 250 246 _ � 242 Ei ' -t N � j i ss 244 4 242 0030 30 ! SWALE OR D ITC H i L_243.?O - I'- 2 ROCKERY RETAINING WALL i -gyp C3 rt1 �-- _ STRAW BALE SEDIMENT BARRIER I 25� _ I '_ 2 ROCKER? RETAII.IIWG WALL _ )4U--_ SHALL_ gE PLACED AND STAKED t - 1 IN GRADED DITCH AS PER ; 'SEE `SHEET C. -9 FOR F _ -�- _ 1--- 250 -� --� DETAIL. 2 THIS SHEET PROPOSED GFZADINC� AKID PROPOSED GRADE , PAVING PLAN POR FIR ST ` 2� EXISTING GRADE ! T I , BALED HAY OR STRAW UJ ALL.- GRADING AND EROSION CONTROL. SHALL BE w o IN ACCORDA.t.ICE TO THE SPECIFICATIONS A 1 f�- N OUTLINED ON SHEET C -Z OF THESE PLANS Aw �. ALL PINI SH GRADES SHOWN ARE A /C. UNLESS 80 OTHEP,WI I SE INDICATED ON THE PLAN?, SCALE :^, r Ll T W SEE SHEET C - 3 FOR DETAILED SITE PLANN INFORA1 ATIOW NOTES: t t. EMBED BALES a TO 6 INCHES I \� APPROXIMATE BELOW GROUND SURFACE J 2. DRIVE STAKES MINIMUM 1,,- P 1,t A N I r INTO GROUND SURFACE L w ZEC0Nl%i_E`DEP STANDAr,�\C� c FOR ERnsioNO`TFOL f�L.4�;Y 5taneard Notes for Sadirnen; f=ences• a Z 7- The r- • filter fabric shad be purc-ased ;n a continuous roll �.it to the ler, :. W Drop Inlet Approval of this erosion;se';mentation, control (ESC)plan does not the bar ter to avoid use of joints. �Vhen joints are necessary, filter cot*-. _:.::, _Y j 2-2'x2"x3' WOODEN STAKES with Grate cons;;r.:;e an approval of perrna,lent road or drainage design (e.g. size and be spliced together only at a support post, with a minimum 6-inch overla , EACH BALEStakes (�' ��"YJ') location of roads, pipes, rest:ic;or_, charnels, retention facilities, utilities, etc.). and both ends se,a:e!v fastened to the post. 0 Q j re Sc:eien I c im .e.ati of these/ � The plea on ere E_C pIans and the cur.st:udon, maintenance, • The filter fabric Fence shall be installed to follow the contour where replacement, and upgrading of hese ESC facilities is the responsibility of the feasible. The fence pests shall be spaced a maximum of 6 feet apart and ....................� T ::: :: :: d licant/contractor until all construction is completed and approved and PP P P driven securely into the ground a minimum of 30 incries. �,. �`�`� �/� ��\ o o _--.-.-- --;,• ••••••.••••, vegetation/landscaping is established. f t 2" MIN. DEPTH- CJ¢ ° -- ' A trench shall be excavated, roughly!Z inches wide b 12 inches deer, L� j g Y Y i �.`,�.� SEE NOTES O c��a c w o¢ Gravel Filter ----- --- -- --- The boundaries of the clearing limits shown on this plan shall be clearly u slo a and adjacent to the wood post to allow the filter fabric to be buried. USE MORE STRAW /�F'-��`�_ ��\\ �.o..,Co - .000Q � 1 1 F P j P SALES IF REQUIRED / -sem, \\ a oCrpo a I ��oo o flagged in the field prior to corstrucdon. During the construction period, nu a,o -_ - distu Bance be�or,d the flagged creating limits shall be permitted. The • 1Vhen standard s :engt^ filter fabric is used, a wire support tence shall be �'�O•?.O -� y J, ° v p O A D.�D ,,��,,,�.,�� flaggingshall be maintained b the ap Lcant/contractor for the duration of 0.C, d o c 4D. p Y F fastened securely to the upslo a side of the oats using heavy-duty wire OVERLAP EDGESC,¢ Q¢ .........,................ P P g �.� •'�D �.C.J.J^.S '--C °,��. 0p. „dV�•LT ,J• ........................... Const:-,act. aP g g 8 hall extend into O. O" �- O .O. .a0 ° .O-. �...�.......��........�..... staples at least 1 inch long', w:'e or h0 rings. The wire 5. SECTION r C¢;� G.19`- •Q¢.�¢„C7 K�_.^ Ili the trench a minimum of 4 inches and shall not extend more than 36 Incnes o dao 0 0 0 o a`'D'�?C c,a c.o a O c t, 1�� p.°�ate' • The ESC facilities shown on this plan mus; be constnic:ed in conjunction above the original ground surface. Q',o.4Q.�c'C o.o�^ - oG¢ °Qfl�.:? o,2n�o CC,=°0."c d with all c earing and grading activities, and in such a manner as to insure that DETAIL 2 - STRAW BALE SEDIMENT BARRIER °gip°° A'cy�� °'DI0 a' o °� ' a� sediment laden water does not erste' the d:aina a sys;em or violate applicable th filter r s o��¢ o�'G+¢, �o aD �.�oG¢':�o,y�0•�v ¢ cin Filter Fabric 8 Pp The standard strong . later fab:;c shall be stapled or wired to the .once, and water standards. 20 inches of the fabric shall be extended into the trench. The fabrc shall no: extend more than. 36 inches above the original ground surface. Filter fabric The ESC facil;ties shown on this pian are the minimurn recuirements fcr shall not be stapled to existing trees. Concete Block- anticipated site conditions Uu.;ng the construction period, these FSC facilit;es sl-all be upgraded as needed for unexpected storm events and to When ex=a-strength filter fabric and dose: post spacing are used, the :vire the ensure that sedan e^„ rade^ %eater dces not leave the site. mesh support fence may be eh.m..hated. In such a case, the filter fabric is DEYG��./�.II1�,71 stapled or wired directly to the posts with all oche- provisions of the above The ESC facilities sha; GROUP • i be inscec:ed daily by the apphcar.t/contractor and standard note for standard strength filter fabric applying �.,a1 :lire'. a5 necessary to ensure the;: continued functioning :EaL ESIAIE ^t . vmFNT 5F„1/K • Sediment fences shall be removed when they have served their useful 18" Stakes ,� WAYNE HEIKKALA GRAVE 12" MIN. DEPTH • The ESC facilities or, inactive sites shall be inscectrd and maintained a purpose, but not before the upsloce area has been permanently stabilized. (21t;611 254ISQO RUNOFF WATER - MIN. min;mum of on:e a r.:on;l or Witt: : the ; hours followin a scorn, event. Filter Fabr.c g sy,t. zoo, ct.,h.00d WfTr SEDIMENT • Sediment fences shall be inspered by 1pplicant/COntT1C;Or lmmedlate!: I 10 18 South•o.t Moil►lo..i lovl•.otd 'Stappled to - _ - - - - - - - - • At no time shall more than one foot of sed;meat be allowed to accumulate after each rainfall and at least daily during prolonged rainfall. Any rectli:ed va"cov.a, WA 9MU SUes within a trapped catch basin. All catch basins and conveyance lines shall be repairs shall be made immediately. Over,lo�.v P. Haire S�:eon cleared prior to paving The cleaning ope.i"on shall not flush sediment Filtered Water laden water into the downstream system. DW"Mn Runoff Nater R- nof: Water a � -,- ' with Sediment '� Filtc7et.`` WVi Lug • Stabilized construct;cn entrances shall be installed at the beginning of SEDIMENT WIRE MESH WITH with Sediment r�e o t� �, 1_"-_-1 \J const:action and rnain;nit ed For the duration of the project. Additional n c o r p o r e I e d FILTER FABRIC --� ' measures may be rec,_r%,'. to insure that all pared areas are kept clean for the )sSsw eaw.•P•.� ,rulNwvo xaowe sw U$36 e ON TO(' `- .--�--� � �� o c � ^'�� t dura,-.on �f the protect. FILTERED WATER j 1011 sib S.ifl1 N"[m,M••M•MG6p�7Wi695 JN. � cirze.^,t \ Dr Inle• Bur ed Filter i�T 7 .. ,•w",xn .b, 26i2^44.4 or Fabric f witl; Grate (min. 4" Depth) DETAIL 3A - STORM DRAIN INLET PROTECTION DETAIL 3B - STORM DRAIN INLET PROTECTION DETAIL 3C - STORM DRAIN INLET PROTECTION C-5 sh«I No. GRAVEL & WIRE MESH INLET BARRIER BLOCK & GRAVEL INLET BARRIER FILTER FABRIC INLET BARRIER No. 258 5 PERMIT # 90-4)21 :Ilopliq III rp P11 11 .- . - t�� .._: - -�, _....._ w...rw+.+uarr . '••„Sr .h�.,.P_..,,�,..�........._.. +..aa•++R+.. -�, ,.� .. .i.rx5'�ypws:a+.: ,•nM,.a.�iMpri'4�M�.._. ..+..:c:,. _:/t�rn�wk"`,"'a'w ._ - ^ ,.n,w... '+w,+..-�... . .. '.MaNb.+.a.-...;►... _ -__ » yam;,_.. .. 1 • I f I �il�,l�llltltltltllllltltit�'�II IlIIIIIIIItI111I11111�III�IIIII�ti�III�1I111I111�111I1111111111rlllllllllllllllll1111111IIIIIIII�IIIII,IIIIIIIIIIIIII111IIlIIIII II1�111IIIIIIItll1111lII1�11111 ' NOTE: I F THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. ----__�___-�_,____---__--._ ------ -- --- - a��►w 0C 6Z 92 LZ 9ff2 SZ t+Z EZ ZZ Is ' 60 s11 o1 v 91 SI f•l EI F1 I 1 01 6`` 9 L 9 S1- �C b E z I - J �III�IIIIIIIn�ullltu1�ntlllulluulnnll111111II�lulluu�tnllutl�ultluu�unlnit�Ht11t111�1111�1111t1111�tttl�ltUlllt�tIIIlttl�llttlllllllllllllll�InIII111�IIII�1111�1U1�1111�1111�1111�111lIIIlhUl1�llll�Ittlltutluulnulul111W1111111111I1111�1111�i11111�1111�1111�IWI1111 C 'Ej MB TE 19 1991 -T.L-. R JAN IcJ50 00% G 5 JAN I`390 brown Dote FEB i3.90 STORM SEWER SCHEDULE STQFtM SEWER SCHEDULE _- STORM SEWER SCHEDULE STORM SEWER SCHEDULE STORM SEWER SCHEDULE Ch�k�d Date F ue - __ Pipe _ Pipe _ -Pipe -- ---�-- -- - _Pipe ---- - - Length Sloe Size Detail Cov3r Length Slope Size Detail I Cover Length Slope Size Detail Cover Long*:. Slope Size Zymon• Detail Cover Length Slope Size Detail Cover 9t P - _ _ Mark Reference Elev. I.E. Notes (Feet) (Ft/Fool) (Inches) Mark Reference Elev. I.E. _ _ Notes � (Ecol) Slope (Inches) Mark Reference -Elev. I.E. -____ Notes _ (Feet) (Ft/Foot) (Inches) Mark Reference Elev. I.E. Notes_ (Fee:) (Ft/Foot) (Inches) Mark Reference Elev. I.E.LE. Notes (Feet) (Ft/Foot) (Inches) Connect to 10" _ - - A-1 242.3 239.21 1y _ Svc. @ R/W A-4 _ _ A-7 - - - ---- -- C-4 -- - 1 - -- 2.50 0.0100 8" - - -� 11,36 0.0200 10" - - _ - 40.0 0.0100 6" 39.24 0.0390 - 8" 31.56 0.0330 6 ---- --- A-1A, 242.5 239.44 450 Bend -1_1 247.4 241.45 2-45° Bends ---� B_1_ 248_4- 243.95 8" x 6" Wye C-6 252.0 247.60 6" x 6" Wye G-1 250.58 246.47 Catch Basin „ - 13.0 0.0808 6" Cleanout w/ 30.42 0.0200 8"- - 79.19 0.0682 -6" 5.76 � 0.0200 10 ------ --- �- _ A-2 242.9 239.55 10" x 8" Wye Bldg. 2 - 246.5 242.50 Temp Plug B-2- - 249.1 244.56 8" x 6" Red. Bldg. 7 257.5 253.0 Temp Plug - 3.67 � 0.0200 10" 65.96 0.0200 6" - - - - -- - - A-3 243.15 239.62 10" x 6" Wye -J - _ A_-_ __ B _ 251.25 245.96 2-45° Bends -` _ - D-4 66.78 0.0190 10" 6" Connection -- - 34.21- 0.1619 I 6" I -- 20.0 0.0965 6" A-4 246.4 240.89 10" x 6" Wye - L-, 241.0 238.14 --_@ R/W Bldg. 9_ 255.5 251.50 - Temp Plug, C-6 - Bldg 6 253.5 249.50 Tefnp Plug -- °' 6.01 0.0242 10" 17.0 0.0100 6 ,_- �! 11,0 0.0100 6" -- - ---" Bldg. 3 242.5 238.31 Temp Plug _ _ _Bldg. 8 24.5 250.50 - Temp Plug - A-5 246.5 241.04 Cleanout - 9 _�- - _ -___ __ 21.78 0.0438 10" Connect to 10" A-6 247.4 241.99 10" x 8" Wye - B-1 - ^ _ - - ,-_ - _ !-1 250.65 247.27 Service @ R/W 10" x 8" Wye 7.92 0.0438 10" 20.80 0.1668 6 _ 10" x 8" Wye 19.02 0.0100 10" Bldg. 10 251.5 247.50 Temp Plug C-3 - J-2 250.8 247.46 w/ 10" x 8" Red. - " _ �� %v _ " Red. A-3 -- g 175 8" 100.0 0.0100 8 f � A 7 247.5 _242.34 w/10 x 8 e - - - A 8" x 6" 'Nye 62.63 0.0436 8" 15.61_ 0.1627 6" 26.39 _ � �. " Bldg. 4 245.5 241.50 Temp Plug --- - _- 0-1 250.9 246.44 --8" x 8" Wye 8' J•-3 253.5 I 248.46 Cleanout 100.0 0.0100 8" 4�,0� �- A 8 250. . 245.08 w/8 x 6 Red. - 4.98 0.0502 6" Connect to 10' _^ _ 99^19 0.0175 -9 250.5 245.41 Cleanout _ C-1 250.5 _244.5 Service @ R/W _ D-2 251.25 246.6C Cleanout J-4 255.2 249.46 Cleanout A _ -- 8" x 4" Wye 18.0 0.0100 8" 9.07 ' O.U502 6" I 6" Connection - 8.5 0.0250 I 10' 30.08 0.0175 _ 8" - a -- - M-1 249.0 241.86 @ R/W C-2 250.0 244.71 450 Bend _D-3 251.9 247.13 450 Bend J-SA 255.57 249.64 Catch Basin A-10 250.8 245.87 45 Bend - - - 11.0 0.3309 6" 10" x 8" Double 47.68 0.0250 101, - 20.61 0.017;1 8" 5.0 0.0100 8" -- 34.73 ( 0.0759 6" - -- -------- - Rec. Bldg. 252.5 248.50 Temp Plug Bldg. 5_ - 249.5 245.50 - Temp Plug C-3 251.2 245.90 Wye w/8" x 6" Red. D-4 252.15 247.49 8" x 6" Wye J-5 255.63 249.69 Catch Basin -- I 20_94 0.02006" 48.92 0.0175 8" 1 -1� I C-4 - 251.3 246.56 6" x 6" Wye D-5__ 253.1 248.35 Cleanout J-2 -- - f 2.0 0.0200 6" 22.80 0.0100 8" 16.84 0.0100 8 A-8 A-6 - C-5 - 251.35 246.60 Cleanout - -D-6 - 253.5 248.51 450 fiend K-1:� 252.90 251.03 8" x 4" Wye- 29.64 0.0100 6 2.50 0.0200 8" - 8"x8" Wye w! 52.40 0.0100 8" 5.00 0.0100 8" F-1 247.16 242.12 Catch Basin 0-7 254.3 249.04 8"x4" Reducer K-1 252.43 247.82 Catch Basin H-1 - X50.5 I 245.46 45 Bend _ � f ,_ _ -�-�" 15.43 O.U676 6 I - - 2.83 0.0100 8" Bldg. 1 250.5 246.50 Temp Plug - D-8 254.34 249.07 Catch Basin W 9 �_-- _ f - - - --- A-1A f - 6.07 0.0200 _8" - i E-1 242.85 239.56 Catch Basin I SUBGRADE DRAINAGE TRENCH WITH ' I - 4' PVC SOLID PIPE (SEE DETAIL ON SHEET C-11) 1 SUBGRADE DRAINAGE TRENCH WITH I 1 AREA DRAIN 4" PVC PERFORATED PIPE --- -- (TYPICAL) (SEE DETAIL ON SHEET C-11) Z r - 1 i J5A 1 PERFORATED,_� CQ ST -- J2 r w DRAIN PIPE / _ - ' 6 LLJ --- �/ I I - - � _ _ - - O tk w - , IT o -,, 2 F.F.-�.5�.00 Q, I C( F.F.=255.50 Q � Q 7- _ A9 1 I W O :a F.F.=258.00 0 "_'� a ® - F.F.=252.00 ZZ 1JJ I \/ I z W � I' 20 F.F.=255.00 -- -� 1-- I / \ F.F-=248.00 I� Z -C 1 ' Sr B3 � Z rE3 11 A4 F-AAA, Lmmu ; G I ALL STORM SEWER CONSTRUCTION �/ F.F.=254.00 \ / ; ® / I 0J l F.F.=1248.00 SHALL BE Ill ACCORDANCE TO THE U C3 \ `---t F.F.�250.00 F.F.=245.00 SPEC IFICATIONZS AS OUTLINED ON U °� u / 1 ' 1 SHEET C-2 OF THESE PLANS 5� /, - \ -�,/ J I A3 the s�. os � � - �/ / C, C2 +-�--_..,� ..�_- El �,. �- Ai _-_ - � � DEI�LOP Rove r.�1 -- - - - .. _-��--� 1A REAL ESTATE CEVELQPMENT SERyx=ES -- J - --- - - -- -_.. Al ---- ---- +- -- - -Ll - WAYNE HEIKKALA --"��"��-� 1 (206) 254.1800 Suite 208, Crestwood _ - 1188 Soulheatl Mill Plain Boulevard �-_-T _ _\ Vancouver, WA 98684 �> 1 Of•nn•n 1 f + Q I I 1 I I wnreywn 1My«•M•T� i n c o ► p o ► t d 1)]55 s 01 Boone•ref r IW.l ese Oswego.ON 97W5(SW 16.15 76 16 -� -- 101 E Bill Su ee,.V•ncrAtw,wn 96600 11061695 035, I 1 _ 25tem,al ay.A305 M,klsffd.MM96W](7061611«46 1 _- 1 I 1 J IL CL 7 Z I ; i ' 1 0 40 - 80 -'6 � I I 7 Shoot No. SCALE IN FEET m 585 f I='lw R l,1 .l ti . Pro oct o. 0 - V ►=:.,.:.QRti-- - ____.. :.--._.. ---w.... ...rww.�++.+�.-,....._.._...w..+..._.... Y + I ► 1. E p!'Itlt tlt�tlt t'11�r1, rlr �It rtl III til I)t Ill tit I�1 I)I ti(I 11 ll't III r�1 t)1 Ill 11f I!► tl1 111 1►1 l�t�tlt ttlltlt tlt f�f t�1�ty1 r�t�rlr 111`tyr t t�l tIt�1I►t1 rll�tlr'tft�r►I ' S I 2 3 4 5 , 6 7 8 9 10 11 12 NOTE; IF THIS MICROFILMED -� DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT IS DUE R) 1 THF QUALITY OF Tit ORIGINAL ---- ;C DRAWING. 0E 6? az LZ 9z SZ; tz C2 zz 1z 02 61 91 LI 91 SI t,l EI zl II 01 6 9 L 9 S b E z la/•"" I�Illlinllln IINIIIII 111111111 111/1111 Illlluulll►I�fllt IIII�IIH Illt�tlll ffllNl ►nt`lulluuhlnlltulllrt II11{I11 ►ilIII11 II11111111nn1utl IIIIII111 IIIII1ullluillutllu11h111�i1111t1ulllu�uttltttttttttlttff�tfu ftflllw�ulrnui11l1litu�wl��tl11►tItI1111 tWllu► . C M B Eul 1` 1991 T L R JAN i950 F __._ ,1 AN i 9gO0� Drawn Date JMH /GT IC FF-6 Chocked Det* _...__ RovtttIOne SANITARY SEWER SCHEDULE _ SANITARY SEWER SCHEDULE SANITARY SEWER SCHEDULE _ ^^ SANITARY SEWER SCHEDULE Pipe _- _ - --- ----- - Pipe_ Pipe f Pipe Detail Cover Length Slope Size Detail Cover Length Slope Size Detail Cover Length Slope I Size Detail Cover Length - Slope Size ce - Mark ReferenElev. I.E. Notes (Feet) (Ft/Foot) (Inches) Mark Reference Elev. I.E. Notes (Feet) (Ft/Foot) (Inches) Mark Reference Elev. I.E. Notes (Feet) (Ft/Foot) (Inches) Mark Reference Elev. I.E. Notes (Feet) (FVFoot) (Inches) . ------r-_- Connect to -` ---- - --- --- - --- -- -- _ A-1 243.7 234.21 Exist. 8" @ R/W A-5 - A-4 _ _ _ - B-2 8" x 6" Double Wye 38.59 0.0300 8" 1 T - 48.14 0.0216 4" 67.06 0.0131 8" u 39.2_2 0.2300 4"_ A-2 244.5 235.37 w/two 6" x 4" Red. - Bldg. 2 __ 246.5 2420 Temp Plug - - B-1 2492 240.65 8" Cleanout -- Bldg. 9 2555 251.0 - Temp Plug - 37.76 0.0617 8" - 8" x 4" 95.00 0.0131 8" y A-3 - 246.2 237.70 8' Cleanout _ _ _ _ B-2 25.2.4 241.90_ Double Wye -- 8" x 8" Wye 36.95 0.0560 8" 5.00 0.0131 8" A-4_ 247.4 239.77 w/8" x 6" Red. A-6 B-3 252.5 241.97 __ _ " I 15_55 0.0662 6" - 8" Cleanout B-5 " ° 11.70 0.0131 8" � A 5 247.8 240.88 6 x 4 Wye Bldg. 10 251.5 247.0_ Temp Plug 24.11 0.1659 4" B-4 252.6 242.12 8 45 Bend Bldg. 8 254.5 I 2,.0.0 _ Temp Plug 26.00 0.2846 4" 42.45 _0.0481 6" ^-) 8" x 4" Wye w/ 36.79 0.0131 8" A-6 250.0 242.92 6" x 4" Wye - _ B-5 _ 252.6 242.60 8"_x 6" Red � -` 5.06 0.0715 6" - _ � 51.52 0.0118 6" A-7 _- 250.2 243.28 6o Cleanout A-8 - B-6 251.5 243.28 6" Cleanout B-9 60 x 4 Wye 46.50 0.0286 _6 - 38.91_ 0.0337 4 - 27.63 0.0131 6 7.00 0.5_657 4" A-8 251.7 244.61 w/6" x 4" Red. Bldg. 1 250.5 246.0 - Temp Plug B-7 251.0 24.64 6" 450 Bend Bldg. 6 , 253.5 249.0 Temp Plug KW 2.16 0.0972 4" 41.17 0.0131 6" A-9 251.9 244.90 4" 900 Bend B-8 _ 252.1 244.1_8_ 2- 6" 450 Bends 6" x 4" Wye 13.03 0.0600 6" _ A_-_9 B-9 252.3 244.96 w/6" x 4" died. B-11 _ - �:. 4/ 24.56 0.1466 _ 4" 37 . v 51.63 _00484 4" _ " _ � .99 o _ .13n a x A-2 --_ Rec. Bldg. 253.0 248.5 Temp Plug ----� - -' B-10 255.0 247.54 4" Cleanout Bldg. 7 257.5 253.0 Temp Plug 10.61 0.5156 4" 2.95 0.0500 4" Bidg. 4 245.5 241.0 Temp Plug 1 B-11 255.0 247.69 4" 45° Bend -T 3 A-2 _ _ J B-2 - -- -. 38.29 0.0645 4" � 30.02 0.1006 4" Bldg. 3 - 242.5 238.0 Temp Plug Bldg. 5 249.5 245.0 Temp Plug w 1� LU LLJ LU Z C ^/ .................. ........... < .......... ......... 1 1 -_ V) -- - --- --- W � L ................... ......... tk QP FFE (D _ F - w F F.F.=252.00 1 N 0 i 70 F.F.=255.50 10 l _ I < F.F.=258.00 ® F.F.=252.00 I (� G Z LU 02Z w � c� �- F., .-255.00 F.F.=248.00 > O Q Z SA ,qLU � 1 Isessess- @) \ P F.F.=254.00 O ALL SANITARY SEWER CONSTRUCTION F.F.-=248.00 Q SHALL BE IN ACCORDANCE TO THE 1 \ / F.F.�250.00 � � F.F.=245.00 ' ' T _ SPECIFICATIONS AS OUTLINED ON / SHEET C-2 OF THESE PLANS - the �- _ DMLOPMENr GROUP "- TEAL ESiAiZ DEVELCPMENE SERVICES -- __ ` - - - -----�__ WAYNE HEIKKALA __ - (706) 251.1800 - _ Suite 208,Crestwood ...............1 --'�-- ` f - Sutle A. heastCrest Mill Plain Boulevard Vancouver, WA 98684 Lj 1 1 , Q fr,9-Nr, 1 1 1 rM4lfefyf 1R ArIfCif svrreyerf i n c o r p o r a t e d 1 775S S W 600ntl lorry Rd,LaM Ofwepo,OR 976JS 15671635 7616 101 E 61h Stilet.V7ncrwwr NW gK A i2061695 DJS1 I\ -' nCom,41 WWI 1305 K1rYgid VA W3317061622 4446 a 1 Z 1 � 1 ' t L 1- - 0 40 80C-7 J Q SCALE IN FEET sheet No, Procot P.O. 2385 . t 1 `- , �.:. _._L„�..v s.irM.4MrrMrwfr., .. ,..,._lY -- _.«.- .. , ._.......... .»..,n,.,... _ ..w...,,�i "4161rr r `�.v.wrr _..Edi.r._...._.._._......_.....�,-....,..•r...__•. ...r s.,-.,...,_. .. ... .---- -- .� .. _.. ....�_. --._ -_... _..... ;.. ., r �......, ..yt..._..-.. .-.,....,�.� ......._ ..4444..... .. _ _ r,.�.,.r�,�...�Ml/h/IMwA ,, r �1'Ill�lfll�tllltl'Illlllltl�llll111111IIII�f11IIIt�Illllll�lll1`ll�I�lill,l�llI�III�IvI Ill�ll ,l/ IIIIII!IIII`IIIIIIII11liI11I111111t�IItIIIIIIIIIIIIIIIIIIIIIIIItliltlflll►IIIIII�!IIItIlllllllll » NOTE: '.F THIS MICROFILMED 1 2 3 4 5 6 7 81 r9 10 11 12 DRAWING IS LESS CLEAR THAN ----+` THIS NOTICE, TT IS DUE TO rn QUALITY OF TIE ORIGINAL DRAWING. OE 6Z 92 Lz 9Z SZ b2 EZ ZZ 12 0Z sl LqI LI 91 SI 41 EI $I I I OI 8 e c 9 S �r b E Z 1 "•"" ' 16111tItIIIIIII1t11111111111111tttlttltllltfl11111unllfillflttlltttlEttr�tt„Ittil✓�tllttt111ttr111u�t11111nIlllltlU111tulltftlltfnll,VIII,ItIlrlllnllulllllnl11111111111In�Int�1111111uIllullflllt�,l))��f111111111tIItu111nlllnlllwll.IWn�Iluulllu�!I11111►nIIn11�IWllll, . DE, CEMBE ..1 19 1991 T L R J At-4 0990 Dole G S JAW 1990 Drawn Dots im.H /GrK FE-6 I�yO Chocked Dots Revisions WATER SERVICE SCHEDULE Street Tap Length ' Branch Line " Building (SeiVjce Line Size Same Meter Size and Length As Meter Size) Size (Inches/Feet) 1 42.00 2" 2/14.75 2 Refer to Bldg. 1 -- 2/6.74 `W . 3 --21_99 11/2 - N.A. 4 Refer to Bldg. 5 -- 2/45.32 5 - _ 40.00 - 2f? 2/2 k 6 51.29 2" 2/30.47 7 Refer to Bldg. 6 -- 2/36.83 8 Refer to Bldg. 9 -- 2/55.32 CC 9 45.00 2" I 2118.77 LU cry 10 _ -- 66.56 2" 2/2 )_ Rec. Bldg. Refer to Bldg. No. 10 -- 2/2 W ' Includes both public and private distribution systems, lengths measured from the mainline including water meter to either Q building service or branch line. I I Water service lines are either 11/2" or 2" copper (type k) from LU main to meter, then /2 from meter to building service or l I I I � l l I I I LIVE "TAP branch line where applicable. I EXISTING 12 WATERLINE -- --- I I SEE SHEET C-10 FOR DETAILS - I LWI ------------------- --- w WATERLINE SCHEDULE T------- - 4 $i ' ' ' I I - 1. CONNECT TO EXIST 8" CAPPED LINE. g.00J - W 987T--- -------------- - -- -g� --------------- � -- 12 _---- -- - ---� - r r ---5- 0 QI i �� -- -w_--- ------ ---- ---- --- -> _ _ -- - 2. 8" MJ X 2" IPT TEE. �- I �..�...� / /.''' / ` o ' ^ L _. 0 3. 8" X 8' X 8' TEE WITH 2-8" BU TTERFLY VALVES AND T.B. __ I I I - - -- - --r Q �p i i I 8" TAPPING GATE VALVE 4. FIRE HYDRANT ASSEMBLY, COMPLETE WITH T.B. Z_ LLJ I I I � o _____ I F.F.=252.00 5. 2" WATER SERVICE WITH BOX AND METER INSTALLED BY WATER DISTRICT. (N \J EXISTING 36 6. 1'fz WATER SERVICE WITH BOX AND METER INSTALLED BY WATER DISTRICT. 0::� rY WATERLINE O F.F.=255.50 i^ I Ii1' (TUALATIN) 7. 8" - 450 BEND WITH T.B. Q C( 1 I I I IUj < J 8. 8" BUTTEF.FLY VALVE. F.F.=258.00 L.LJ n. I ® _1 F.F.=252.03 EXISTING 12" 9. 8' - 11'/� BEND. CL WATERLINE Z _ I (T.W.D.) 10. 8" - 22,h" AND 11'4' BENDS WITH T.B. L�LJ' jw F.F.-255.00 `HI- � -Q--ts370' F.F.=248.00 > v' W Y LL17.51yI 1 NOTE: ALL BUTERFL . s --------------------- ------ � Z1p- I ' I g Ln r I 1• / r - - � � i it / \ 1 - I I I � ,- / I I /� - ---- �� r J ' �/ � 'i O I �,, / i I I EXISTING 6" "" '� • F.F.=254.00 / /'�' U I �� I WATERLINE ALL WATERLINE CONSTRUCTION / I I 3 � J � � � /// � F.F.=1248.00 ;� ; 6 , I • � l SHALL DE IN ACCORDAN .. E TO THE F.F.�250.00 0; F.F.=245.00 ' SPECIFICATIONS AS OUTLINED ON U - ------ -------- ' ,'' �, - II " SHEET C-2 OF THESE PLANS -- __� I I I I 8 TAPPING ' the------------- � � - I � I GATE VALVE IDMLOPMENr --- - , I ~- GROUP S W ^! 1 -- � REAL ESTATE DEVELOPMENT SERVICES FIR MIA4 STe II WAYNE HEIKKALA V -- -- __ ---- -'-- -- ------ I LIVE TAP n (206) 254.IP00 EXISTING 12 suile 208, Crestwood 11618 Southeort Mill Plain Boule�ord WATERLINE Vancouver, WA 98681 � --•-- -- .---•----------�-- - -- _ - - - __ I II SEE SHEET C-10 FOR DETAILS I Q l INSTALL 8" M.J. X 8" M.J. TEE INSTALL FIRE WITH 8" M.J. BFV.(NORTH) HYDRANT ASSEMBLY I 8" N.J. PLUG (WEST) COMPLETE I - u .«�erc", 1• •" i / I � Inco ► poratad 17355 S W 000nee fury nt.Wu 0%»epo,OA OW&15031635 3616 j ' 1 1 I I 101 E 60,SnfM,vmcovw W%90C"IMI 695 0351 r a EXISTING 4!i ---- ___ s WATERLINE / 25CIM114W.2,rw5 KN1iatd.00*031(20616224446 (M.W.D.) t 0 40 80 C-8 to SCALE IN FEET Sheet No. m -- 0 7'R OF 2585 Pro ect No. 01 a 1 �' j _. • A�c�) ( I III I l t l l � l I I ( I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I L I I► I t 1 1 1 1 1 I I I `IMI - .. ,: .... - I �,' I ! � I I I � I ( I � I ,I I ..�, ,...I.yMI I 'I I ( ( I IIIIIIIIIIIIIIIIII�IIIIIlII'IIIIIIIIIIIIIIItIIIIIII,IIIrI1It11I111ItI1I111�If�I111 ^e .,,.,>r,w, , � NOTE: IF THIS MICROFILMED r I 2 4 5=•....-._ 6 e 7 8 9 - ILO -_ I I 12----------- DRAWING 1S LESS CLEAR THAN -----_` THIS NOTICE, IT 1S DUE TU - THE QUALITY OF THE ORIGINAL ' DRAWING. •-- OC 62 9Z L2 92 SZ *2 C2 ZZ IZ OZ 61!1 91 LI 91 51 *1 EI ZI 11 01 Q 9 L 9 SII-- rr b E Z I�•�'•' . , � , t6lI�IIIIItI1lluulnn�unittlt�III111111�11111111tI111111111�ttnitttt�ttnitttt�►tu11111�ItI1I1111�1111I11!IIIIIIIIIII�IIIIIUtIItI11I!III�IIIIIIIII�IIIIIIIII�IIIIIIIII�tIII�111I�1111I1111�1111�111111111�1111�11111111I�IIIIIIIII�IIIIIIIII�IIIIIIWIIIIIIIIIIIIIII�IIII�lI1111�IIIIIIIII�IW�I111 T' A CE M B E 1 19 19 91 STURM SEWER S«Rr'' SERVICE I EXISTING UNDER6ROUN[:� _ �XISTLNG 3� _ C01,1NECTIOt�.I 21 ' RT OF TEL_Ef'HONE CONDUIT WAT ER C TUf`L-ATN ) Deigned Date -- - -- -- - , -- - �_ --- -- - -- -- - - - - - I Do 1 y r-1 -�- - STA 31 133 51 '�t 47. O3 %' � z ate 21 ' R"f GF= - 1 1 LE G�� PV( - .._ U-1 Drawn / E 41 'STORM SEWER I ---- -- 4 4 �C I W I I k_k.ISTINC� -QMH /GTK F RS IC)- / / c� STA 4+ IS-a - " I Al �- 2 84: ('C)NWECT10N , E�cISTING SIGN TO F3E �dd 0 1 W W I I 116" STORM hocked Date / IE AT F .= 244.50 ►JJ -- - _ cf•9 LF lo" PVG RE LOCATED (By OTN1.=R5) DC I > I Z SEW ER lsvlalons - - - C tY 4 E:o M MAr.IHoI.-E I-f I Q N I(D wo I I Q co R - -` S 1-A ".3 i 04 5T 21 RT O F _--- -_71 . --- --- -- U ` AREA DRAIN ( c I STA O 71 .Coo 13 RTI� I I Q W IO�R,T OF �T' A 210 G9 q N r WAT-ER (MW0) LI I�G I11 CURB RETURN � I N U / TYPE -R ;� = 239.21 U x I q Q I j / -- (_ _ n S"fA 3t47 03 ' -_ OVER SIZi~ W �9 rip a - - `-�- - --- SA / SQA 3175 G0 b ---- -- ) j' - 7 STORM SERVI;_E# 2 CATCH BASIN# 2 0 J W h- I Z m W I 3 OF I F t Q 11 CATCH EiaSIN # 4 � F- � w � _ I / STA 4 18.O O F- 1 I 'RT OF ¢ STA STA, 0+ 2 oi GA = W dd D <n I In Q �T/`\ 1 + r,�2 . 2 0 1_) r bll c0 v 4 prC I Z N I I W TYPE 3 O�ECT MAR R d - -- - __ O+ -1 E3.33 12 RT �F p > _J u Q 12 RT Ot= - ` I I LF G" DIP. t STA O+71. 9 6 - UJ o W u 1 �9 N O Q +04.CoB 1E AT f = 2�'6 14 I 1a o[ I I 1 N 1 I TYE 2 CbJ I=GT MARKER -- t - _ 1 p z I ' ,1 PICAI_ ) A7 ,20 SPACING - _ I _ o -- _ r- rU U 5' SIDEWALK -_ - _- :• { 114 •'l'y. 4{:':�"•'••:: t1. •L'':•'`�'• •• :.:.::•:::ir:{{,'.'.,:.}}: .f�.• - I MAIN ST-1EXISTING CS �} .. ...:.... .. MONO RE MO' -- - - _ - - SCB _ O t STA O i 0 O D'y + INSTALL NEW O `. I � .elr ••1lrri,DM y 1 ._ -------_ -+ ---�-- - - - - -IR -�- - �, -_ _ - - .` �;..:.:..: }..:.{. �.`�... 3/ A 2S. 6► 'R r OF / - - - - - - _--- -- - - - -- - - - - _ w --- _ O I STA Ot47. 34 - _ - - - - I HAPE BOTTOM OF C-B.TO -��- -- Q I - - - - f -- - I F- 1 S�; C14r4NN�L FLDW. SEE wSET ( 1 -- --- -- - - --- _ - - _ 250 - / 2 PRIvA-T E D P WF_WAY Z REGRADE EXISTING r' I T �- W = 1 --- ---- - 40 _ - - 2 CLASS C A C. GRAVEL DRIVEWAY F� P -_ � �� I I U EX15T IN U IZ Z \ „ AS REWIRED >` W -� I � I V9 EXTRUDED CURB --- - ----------- --- WATER (TW D ) Q W ON Co 2' O 111 QV Q - p�C � I- 1O CENTERLINE CURVE DATA W Q CRUSHED ROCK > W 0 W 0 OC W W I \ -F- I 0 0� DF--E DETAIL - _ �` / - -- N (LI I- 7 I- -� IrxIST I AG 1V�P�TCH NEW PAVED Ca + Ln Q � W Q a - ON SHEET C-12 R = 243.99 / 3 1 L•- 0. Q + CO Z W _> - Q II W I_ J Z J Z 0 = 9° 59' 12" r- O SAN I TARP A CC E S S TO Ex I ST I N G � Q D f QL D_ 2 > Z) 2 )` cY - p� IU I- U u1 p Z d ao 'T" Q F- CD - O L = 42.52 Z O A •C C. D R tV E WAY p Q > W Ut d W I ._L i W W j T = 21.31 OC N Q p 0 - O`r� 0 i W AS REQUiRE.D c9 W Z 0 I- W ►- W I I."' W m N a w WF t Q c9 W C Z W W Q m I- d 1 I- 0 v F- a_1 W - W z 0( J 3 I N O CENTERLINE CURVE DATA c~1) c!1 a_ Z W � O j UNiU >• Jf CL � = 9 � � _ I � mD yr O rnIY 1QW o I J � f11Z0 4- d +` tY 0. Z I - U _Z _J 1- 0 v O > J �' n ► > tY 0 D _Joo EXISTING t!l a W + W Z < + )- F- W I t- 2 I- W cr) U R = 35 0.00 0. Q i A. J cwC CL 1 W W N O I-- _J cA 1�" STORN� `.�' of r� r o Q � a�c � o ►J- `� `� °� I � I � � N � - Q - 9 59' 12" � 3 � _ � w J� 00 l Zwoc C� d W r CATCH BA S N 3 pC Q Q I- 0 r� H 7 l- W Z t� W / I- W X W ;- Z m D 12 'LT OF OC - I X x W L = 61.00 W Z o0 m pG S r p0 W 0 r p <( cA 11 0- 01 0 N ca Q c� OC U11 W m I I v7 po Ulm 1 W T = 30.58 O 0000 ? O r J O W O STA 0+71.98 ('0 V 5 W U1 OCD Z / + p -� ? I- 124 LF 10" D•I•P. U I� c9 l� 00 OC Q lD 4 - � � O O S = O .Oo75 + 7rnl � 3 Z I + U > REMOVE W �1 STA o+ 31 74 T AVE 15' RT I I CURB RETURN DATA d d 4 _ r T Z 0 F- cc � F- W � � 0 � W 0 20 40 F-ND PAVEMENT RETURN I I ATCH BASIN # g, I- x D h- T. G-= 'L59-Go - 1=x STING cn to Q U1 UJ Ur In I E - 23$. 10 I�- l0 W O N } d p I 1�/ • STA O +G7 74 T�H AVE I I Iq• LT of � # R � BCR 1/4 � 1/2 d 3/4 6 ECR - rl►I L'0 I1 oC � W o lli � W � W AT f�IR ST rd W SCALE IN FEET - -- -- STA o+ Cot `- I END STREET IMPROVEMENTS I I 1 20' 90°05' 33" 246.2'9 246.48 246.70 246.91 247.13 I i ENTRANCE:- NOTE : I 74 Ti-t A V E I 2 2�r' 90007'05" 239.83 TRAFFIC DELINEATORS SHALL BE IfvS�ALLED i .3 ? 90005' 33" 239.39 IN ACCORDANCE WITH M.U.T.C.D. (LATEST I=DITIOW) i L4 120' 89°54' 27" RAW I I I -J CLASS "A" GRANULAR BACKFILL _ 252 252 -� ~-- I-,? I. TNG W Z ? �' NEW CURB '''� ! w Fe Q ►00 VGx;STIN6 W CL (� 12"STOR fIROROSED N a Z U1 + I O NEVJ CScg# I SEWER zz4 m 250 z 250 STA 31-G) . 03 ►R ST = WLl Co 0 � M '* STA O+ OO 74TH /WE CL d - DDoer W Sr 0.0232 v p NEW lro" r�ar� (711 o r. E L = 2.4-S '25 � I �� W � � ffl + - I QC'- ' VC STORM ''>✓ � rZ C LASS A'GRANULAR BACKFILL > N SEWER ;RAPE BOTTOM 248 245 - - n N I OF (ZE3 TO C ('HAt 1 NEL FLOW Q Z MATGN Ek15TING W g 5= 0.052 STA 3+GI .03 FIR c--,-T = \�'� C) O LL �1 GRADE AT STA O t G7 , PROPERTY STA 0 + 00 74TH AVE \ S=0.0450 PRO POSEDE T 0 INSET D 0- LIN E EL = 24B. 25 \\`� 0. (`► N T N + II Icy 246 z w W L1 246 119 1 o N > i ►- i \ 0 CO oU > q 0 Q "' 71 03 LF IZ" CSP N + N 00 4.O VC U CJ Q Z U d - II v - Z ltl w .ees `C S = o �3ro N Q co N 244 z 244 I �` a cn N W m N O 0 0 �no �' C Z > 4) p + o O N C'V Ui I 72 LP IO"'CSP STORM 0 0 0 0 10 W � o �xlSTING J { S = O.Oo39 SERVICE #1 �� d � id- _ Q d II �.�r • GROUND I- ,� r �, F- I- 242 242 AT PROPOSED - - 14-2. 3� L F 12'' C SP O rl) rJ> W �-' LU N a o0 N CZ �-_ - -- -- ----� 5- 0 -03$ 240 240 - CATCH_$ASIN # 5 AREA DRAIN # I T. G. 244 �2 � DEVELOP.NIENr IE ;10" OUT (N) 241 .72 B G. 248 ou IE (10 ) IN (N) 2440-0 E� 1 ST1NG 238 GROUP �� i 238 IE(12")OUT(E) 243 90 STM MANHOLE # I _ � 1'2-" CSP �� REAL ESTATE OEVEIOPMFNt SERVICES MANHot_E �_ I _ RIM 24-7 GG I'.3� 51 LF 16 Q I P WAYNE HEIKKALA RIIJ� ?1l7•(0� IE 00") IN (S) 241 .44 �� = 0. 0005 29 rp9 LE / \\ (206) 254.1800 J Suile 208, Creelwood IE (12") IN(W) 241 3(o CATCH 6AS1T.1 # 4 IG" D. I. P. �n 11818 Soulheoal Mill Pl.in aouleva(d 1E ( 10") IN (S) 241 . 44 -- - - - -- - IE. ( 12'1) IN (W) 241 ?�Co IE ((2")OUT(E) 241 .'2G T G _ $ WATERLINE 0 0 236 Vancouver, WA 98684 :� � 0.0030 236 lE (12") OUT( E) 241 .2Co (P ( G") IN (N) 241 $GD IE ( 1-2 IN (W) 238. 34 00 --- '- IF-, ( Id') I N (N ) 12-3-9 . 01 0 0 .nyln«� IE (G") IN (N) 241 . Sro IC (16") OUT (E) 238 . a4- CAICHf3ASl1.l # 2 - - tl 0 0 CATCHgASIN # I vi."•�.�• r ,� T•G 123 o C 0 T �� 240.44 I.naecee,e smhoecls 8 SANITARY '.`""'°n IE (IG IN (W) 237. 52 I- 00 IE (Icb") IN (SAY-) 23-7.74 in MAID! SA -I IE ( 10'1) IN ( S ) 237 �2 00 IE 02")OUT (E ) 231 -74 23417355SWnoonesrelryno,I,AAeOswego.OR9?W5.150J18313618 234 IE U6'') oUT(N•E.) 23-7 $2 N '01E811151,eel.vinrollve WA 98660(206)695DJs 7 m 25 Cemtal W,V•e105 Ku wuiW,WA 90033(200)822 406 ...r IF (G" ' IN (N \N) 238. 03 O PROFILE LAT. ST-1 PROFILE MAIN ST-ml r9 BURIED TELEPHOWf` 232 N 1 b CONDUIT 232 Q Sheet No. R Project No. 2 " 1 + 00 0 + 50 0 4 + 00 3 . 50 3 + 00 2 4- 50 2 + 00 1 + 50 1 + 00 0 + 50 h'L: I 11 T # 90-1211 -027)n COLUMAIA ill OF PRI Ni B Sl1PPL-Y '7 f.� OF .. _... -..s-ta>tsarxar -,z-.�q,�. -a........,.....,-..._.... _. ..._.M-..,2....., ,,.«... .. - y ,.-.... ...... ,.. .-........_ ...._.... _ ...«., ...- ._... ..,y11 .+y�.1'•-.-^. I _.. ''�1�"' „. ,, - -�4��._ ._ ._...- ••• •- - - I � 1 1 1 1 1 1 1 ► I I 1 I I I I I I I 1 I I I I I 1 I I ti I I III I I I I I I I I 1 r �• � �r r I 1 I I I I �I I I I 1 I I I I I n I 1 I' ,-1 I . 1�1 I I, --I •� I I I I -�I�I�- I I 1 I I I I I I I I I ' . . �`I ( ( I I I I I I ( I I I l � � I I I � I , I II fI III Ill III III III III III 111 111 III III III III Ill III 1111 Ilr Ill III II! III III IIID � » NOTE: IF THIS MICROFILMED 2 3 4 7 g 9 1 - _i 1 I -----+. DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO fHE QIJAL ITY OF THE ORIGINAL DRAWING. Of. 6Z AZ a 92 SZ 0,2 EZ 22 IZ OZ 61 131 LII 91 SI t,I EI 7.1 II 01 6 9 L 9 S r b E 2 / �`r ,►UIIIIIIuulunlnnln111nnlnulunlllllll111I1111�uu{uuIllnitllllullluR1u11I1111II111I11lIllilllll!lIIIIII11111111tIl1111!111111►!IIIIIIIIIII1111IIU111111IIIIIIIIIIIIIILIIIIIIIIIlII111I1111I1�Ipl1�UIIIu111nI1In1111111In14I1111I1w11111II111I)1i1f111llllillillllll11I1WI11N il � �� 1991 EXISTING UNDERGROUND E x.ISTING 3G" WATER 7 L 9 _JAN I'l TELEPF�ONE CONDUIT �( T_UALAT IN ) --_____— �T --, - -- - - ---T - I T-- Designed Date G �� .JAN 1990 J I I Drawn Date w i _ JMH /C=�TK FEBI°Sgo Checked Date 8'I is-roll Revisions _ I I 9 I _ SA \ / / Z j CONNECT TO ON Si `J/ ---_r I I > EXISTING l -�----r-- AT PROPERTY LINE � „ STA 2 t 22 . I g -- --_ a ' M J PLUG AT F- H A �,S E M.BLy M W D R J' PROPERf Y LINT STA o + 4B 73 I N Q I 21 'LT OF / STA I + 87 25 2 5' R T OF I Q 0 �--+ / STA I + 95 . 5Ca ! / - _ 21 ' RT OF �� STA o+GCo.03 I tet} z I --- �- r-- 1 EAT � = 234.2 I — � STA I+ 83. 5 - -. (�► N /-- - I -^ _ - S = O . 0030------------ 1 I ST 63 LIVE TP E XI ST I N GS. 2 l2" WATE R U NF_ _ - - - - - STA 0 +00 W- I i O F FIR ST j, , I �� --- - _ S - ` �-- - - - 0` STA O + 17'29 �bR1'na Pte;•- 5� C3 0 / • - MAIN SA-1 - I +0G FIR ST 40 � EXISTING U.J I/ - - -- -- ------_�- --- - - I 12"'WATER I > � SAN MANHOLE # Z - _ ( T•W_D.) 1 _ STA I +- 9I 18 DEFLECT 8'' WATERLINE \ i EXIST1i z � I O' LT O F z 7 i I F ,,, S O+ I SALI I TAR Y y L I I ROA _TA 55 TO STA I + 5 . -7 3 Ex I ST 1 N G / I I Q W ROTATE ECC.ENTRIG 4"WATER I MAN I+O!-E. TOP TO M I N I M OINACOVER AT (M.\ND.) I AVOID CONI L I�:.T WITH STA 1 +G S . 7 3 TO BE. I I W W - EXTRUDED C 4.5' To TOP of PIPE �---- T� URB SAA o 51054 # II I I EXISTING I Q 1 ' RT OF I I 8 STORM ( v�- $" x 9" x S' M.J . TEE ¢I STA O+55. 3 g I CL A/171 S"M •J. BUTTERFLY /� I HEEEH I I VALVE ( !.C)RTH) AND S'�M•.' . PLUG ( WEST) I o I CONNECT S 1 W >- SCALE 20 40 I I I I /4. VERT. BEND EXISTING SEWER STA It 65.73 STA 01- 3G. 5C) STUB I W I I 0. 52 ' LT OF S' RT OF STA 0+00 I �/ SCALE IN FEET I 1- cTA 1 + 83. 5 < I ¢I STA Ot 53•$1 24.44�LTOF FIRST I I STA O+10.55 I I Z 1 cry -----_-._....-- -.___-- -- -- - CLASS_ASS "A" G RAID U L AR 13A C KP"I L L � p I Q I 244 r EXISTING R/W � � V ! ROAD W 0 W I O U LO _ _ I �� SUTURE I O' - �ZO/ ------ 40 � z _ O � m 242 DEDI CAT ION - - - - — - -- -- Z o t ''n � lig EXISTING DRIVEWAY APROrN AT 1=1R ST NEW CAST IRoN Q W 0 O +_ + + 42 LL1 < O 0 0 o GRAVEL DRIVE I VALVE BOX ASSEMBLY Q Q17,11 EmSTIf-,IG ROADWISY , I , d h < 7 240 2 ND AVENUE _.• I �1 Ql _- -- ..-- -- ------- _I IG D. I. STORM — ---T� I , 240 � o SEWER T- Q Z EXISTING BURIED —---------- _.-_ ..---I �_` -----__---_ ___�TELE nHON>✓ EXISTING i EXISTING -- --- - ------ --- ( � � 1 2" GAS 4 GAS CONDUIT ^' � 238 13 O OO EXISTI EXISTING 238 Z w WATERLINE (M.W. D ) w w 00 _ billI 12"WATE �'WATER � O O O O ExISTINv aro ��., I— O O WATERLINE �� — EXI STIIG 1'2 " D I (TUALATIN) WATERLINE (T-W D.) 0 d 0 Q 7_ 236FR S E E PLAN O / I / 31 LF 8"PVC 00 �lZ ` CONTINUATION , I S = 0.0030 00 236 L•. I 12 MIN E S' l � 12")( S" TAPPING � 0 0 0 Z I .L. N CLEA1iLEE0 0 NVE 1\ p \ CONNECT TO ON SITE �- 139 .Co4 LF 8'' 1 0 0 1 W 234 _ AT PROPERTY LINE - - -- - ' \�� A" SLG >< SLG AT = 0 .0203 O 0 -IANC� - PPI 00 i � 234 \ \ \ GATE VALVE I � • g - It%q MTX MJ 8" WATERLINE Ii 45° 11 x F l_G 8' - 45' FLG -A1^LG 232 \ VERTICAL BEND AND VERTICAL BEND AND VERTICAL BEND UST BEXISTING Ey THRLOC K -f-NRUST B LocK 232 SAN MANHOLE # 2 WATF_R RIM 242 .15 ----- 51 54 LF NOTE ALL UTILITY LOCATIONS ARE APPRox IMATE ONLY. IE (8" ) IN (N) 234. 12 8" PVC the 230 CONTRACTOR TO 1=IELD VERIFY ALL LOCATIONS IF ( S") OUT(E) 2-34- 02 S - 0.0040 DMLOPMENr O GROUP REAL ESiAIE DEVEL01"I t SUNCES WAYNE HEIKKALA 12C61 254-1800 CONNECTION TO EXISTING 12" WATERLINE IN 72ND AVENUE Suile 208, Crel 11818 Soulhearl Mill Plain Boulevmd Vancouver, WA 58684 SA1J_MAWHOLE # 1 10 LF ' 228 RIM 123!5. 70 EXISTING enq~N IE (8" ) IN (W ) -4-31 19 S STUB wls . eK epe.rch.H�l. JE S,IOUT O_ ' 2213-ill ncorporate d ' o" � i 226 t7755SWoamesfenyndlake0shepo,On970J5.150.7)61&3616 CONNECT TO EXISTING 1011all,slil l.Vaneawer.WnmL (2()6950357 S" STUB AT IE 22$.99 25 00114 Way,1305 Kukla".VA"011(206)eat 4445 PROFILE MAIN SA-1 (FIELD VERIFY) 224 C- 10 I1 ISheet No, 4 + 00 3 + 50 3 + 00 2 + 50 2 + 00 1 + 50 1 + 00 0 + 50 0 P CEJ LUMBIA BLUEPRINT & SUPPLY ro ect No. 2585 • ! 1 � ' - . . a,taI V I I I V I I I I�1 I I I I�I i(l 111I 1 I I I I I I I I I I I1 111!I I I I� I I,1 I t I I 11!11y, ,,. ,,.,,, ,....,... ..m.,......:_.. „�,,..._ _.. _ . .......,.-.. .,. .., ..,... .. . ..-.,,....... ,. ., _... _.-._ I f l l l III 1 1 1 1 1 I 1 I I I 1' I I 111111III ,IIf I{IIIIIIIII111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111IIIIIIIIIIIII1ill_IIIIIilllll I r NOTE: IF THIS MICROFILMED I 2 3 . ._.._..4 5 . 6 7 J8 9 I!0 I I 12 DRAWING IS LESS CLEAR THAN — --- ` THIS NOTICE, IT IS DUE TU TNF QUALITY OF THE ORIGINAL DRAWING, OE 62 li LZ 92 SZ tel EZ ZZ 12 OZ 61 81 LI 91 SI h; EI ZI 11 01 6 9 L 9 S b C Z I 'I•a'" 1H1I111111111�IIIII1111�IIIIIIIII�IIIIII111IIIIIII111�II1111111I11111uU�ItI1111n�1111I1111It111II111�IlUllilllllll�IIII�IiUIIItIt1111I111I�I111�IIIII1111I1111IIIIlIIII1�IIII�IIIIIIIILIIIII�IIIlIllll�llll�IIII�IIII�UII�IIIIIIIII�IIIIIIIII�IIIIII(I1��1111I1111�11111111II1111IIIIIIIIIIIIW�1111 "A M 19 il 14 j jo juj _111 _ r 1991 L R _ -1A N 19 9 0 MN--_-_-- R/w n TRAP CATCH BASIN SHALL BE _..--J _� �.. I V �� ,SAN (°j9p - UU UULJ LUUJ LLL111 Designed Date �^ ROUND OR SQUARE PER � (ll Drawn Deto C RB JOINT SEE NOl E5 n UULJ GRAPHICAL SYMBOL ON THE PLAN. _ V JMH /GTK FEB 1990 -•- 2 /o I STANDARD CAST IRON- — \4 Chocked Data RO N rl SPECIFICATIONS: FRAME. fl COVER WATERTIGHT PIPE PLUG -ALL WELDED rTEEL CONSTRUCTION FINISH GRADE — ` •u - �� -10 GUAGE STEEL MIN. THICKNESS _ -- Rovisions �_: ; B U I L D I N — r THICK 30,000 P.S.I. GREY IRON �4"MIN CENTER RAMP END RAMPS SIDE RAMPS -HEAVY DUTY CAST IRON GRATE (TENSIL) ( 2"OF 3/4"-0 STANDARD CAST IRON GRATE -COATED INSIDE do OUT W/ASPHALTUM �� ' o o °�0° BUILDING PAD ROCK `COMPACTED SUBGRADE PAINT opo moo; _ (CUIIS LINE WIM-K3) (PROPERTY LINE WALKS) (WHEIIE CATCH BASIN e o % IS WITHIN RADIUS) 6'Df 1-1/2'-O'CRUSHED ROCK MIN. ° o 0 o GRADEAR RO MANHOLE SIDEWALK ADJACENT TO CURB SELECT FILL COMPACTED TO l�0 00C , 93% AASHTD T-99 NUTS: 03 0 0 0°. F IN1SH FLOOR AS SHOWN R/W GLE.QNGYIT lNS7Al1A17UNS ARF. ��oQ� c"p°� PROVIDE 3/4"-0 FOR a A• LlM/TED ro EASEMEN7- AREAS :o p p 0 00 MINIMUM OF 6" AROUND ON PLAN - s' Mu, •� _ - o v o °% CLEANOUT l I _ �A TEMPORAOR MMI BRY BASIS IN A �`o ,° 0000 -- 7 - . R/GHT,;-OF-WAY - 0./ j �.. �- R040 _ r— /0 0000 J°Tu 2' PLAN VIEW j/o ° '�SEE NOTE 5 i GRATE FRAME 0OUTLET COLLAR FOR NJ-HUB CONNECTOR j a Op00 0'1, 2" OF 11+4"-0 -� 2- 15 DA. (UNLESS OTHEJtWISE SHOWN) oU o' o GRANULAR STABILIZED MATERIAL I u o o ' COMPACTED UBGRACC o� ov _ AT DEPTHS AND LOCATIONS AS u S.! 7-o'O" ° /// 0°o �0 o(USE FLEXIBLE COMe�RESSION SIDEWALK AWAY FROM CURB COUPUNG) .. .00, nDIRECTED BY ENGINEER p�� r(COMPACT T❑ 93% AASIT0 T-190) NOTES � oo; ` N ,- oo .o oo . ' O. �U. _ 1 i Z%,o `b o o _-3/4"-O C R CURB TRANSITION �' , I. CONCRETE SHALL BE 3000 PSI. AT 28 DAYS 6 SACK MIX SLUMP RANGE • 0 00°0 +� a0 OCONC. CURB S GUTTER LIMITS FOR PAYMENT ❑F of I v7" To 3" o o / oOaPon ° ►. .00 u00 --�� p' t 00 0 6 36' MW. - 48' MAX. la ; N 6' UNLESS OTHERWISE SHOWN 0 PAVEMENT �o WATER 00 FOUNDATION NOT E 5 F❑UNDATI❑N ROCK 2. PANELS TO BF. S FEET LONG Ov /�! SEPL 6' DIA (E S (UNLESS) u I. FOR SIDEWALK DETAIL, SEE DWG. 3- EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES , 0 0000 ;•4.,...,, 24' OTHERWISE SHOWN) 0 0 0 0 0 .'.' `�" 0 N0. CS . UTILITY VAULTS,WHEELCHAIR RAMPS, 8 AT SPACING NOT TO EXCEED 45 FT. - SQUARE OR ROU o�v ° A ► O 90% MIN COMPACTED SUBGRADE, AASHTD T-99 I SEE -� ea�j n oo :. . oD� PROPERTY UNE 71-ki�y �SECTION A--A PLAN FOR CONCRETE ENCASED WYE 2. SEE DWG. N0. CS-300 FOR CURBCS e UNLESS OTHERWISE APPROVED BY ENGINEER a. FOR SIDEWALKS ADJACENT TO 'THE CURB 8 POURED 47 THE $AME TIME AS TME PIPE SIZE '�A� LENGTH AND GUTTER DETAIL , OR SEE oWG. ' ' aPN�, SEE GENERAL NOTES FOR PRDOF ROLLING CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN I/2"RADIUS' I S M� AN CS-301 FOR CURB RETAIL. a REQUIREMENTS PLUG I/2'MAXNO. .0 C.R. NOTES RADIUS SICCWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE I.E. GIVEN HERE - �---. MATERIAL L CLEAN OUT DIAMETER TO E.OUAL I 3. RAMP WIDTH SHALL BE AS SHOWN SEE ARCHITECT'S SHEETS FOR ADDITIONAL INFORMATION y CURB 15 USED OR IF SIDEWALK IS iNTENOED AS PORTION OF DRIVEWAY. ON PLANS COMPRESSION CONNECTING PIPE DIAMETER. SIDEWALK SL 2%1 Y HEREON UNLESS OTHERWISE APPROVED DPSOIL DEPTHS SHALL BE 6' - -- S MIN. CAST IRON SOIL COUPLING z. CLEAN our PIPE MATERIAL To BE _ _ ___ BY THE ENGINEER. OTHERWISE SIDEWALK SHALL HAVE 4 MINIMUM THICKNESS OF 4 INCHES. I PIPE MATERIAL SAME MATERIAL 4S MAIN LINE. .�,. ' 4. CONCRETE SHALL BE 3000 P.S.I. AT f 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC PAVEMENT 4 CONCRETE I 28 DAYS, 6 SACK MIX, SLUMP PIPE AT 2% SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. NOTE• 1. USE LYNCH CO. INC. CATCH BASIN OR ENGINEER APPROVED EQUAL. SURFACE RAIIGE I-I/2" TO 3 TYPICAL GRADING AT BUILDINGS 2. TYPE "D' AREA DPPJNS SHALL BE ROUND UNLESS OTHERWISE SHOWN, WITH DEPRESSED CURB 2" 3/4'-0 SIDEWALK DETAIL E; OUTLETS. GRATES SHALL BE LIGHTWEIGHT FOR USE IN LANDSCAPE AREAS. AND GUTTER 5. PROVIDE EXPANSION JOINT ON EACH COMPACTED SUBGRADE SIDE OF RAMP. STANDARD CLEANOUT TRAPPED CATCH BASIN SIDEWALK RAMP DETAIL as LAP FILTER SELECT OR NATIVE T S W FABRIC 8 MIN . ��' INVERT ELEV. OF SERVICE TO BE BACKFILL MAT 'L . I �4.5' BELOW FIN. FLOOR OF BLDG. 3/4-1 /4' CRUSHED AS DIRECTED UNLESS OTHERWISE NOTED OR APPROVED NOTE: STEP GARAGE FOUNDATION. 7 _ 5' ROCK OR ENGR . --- FINISH GRADE AS INDICATED ON THE GRADING PLAN APPROVED ALT . f WYE BRANCH GRATED LID (TEMPORARY PLUG I 1 ' z MIN, o BOTH ENDS) MIN, _�-L m STORM SERVICE r M I RAF-I 140 FILTER SEE PLAN FOR SIZE & LOCATION * F" FABRIC OR ENGR . G" ABS PERF PIPE OR - — RISER PIPE f t — --I > 18' AS REQUIRED 0 APPROVED ALT . - ___i _ SOLID PIPE � ` t ✓ 4' AS NOTED ON CHECK VALVE - f DRAWINGS ____� (BY OTHERS) I Q PIPING TO EUILDINC PLUG TOP CURB 45' BEND SLOPE 5.3: (BY 0TH[;.RS) ADS _ SLOPE 8.9� SPEE-D-BASIN - - --- - --- _ _ _ SLOPE _END Rk M_P ❑ BE USED AT LOCATIONS AS DIRECTED BY ENGINEER AND S=0.0 2 MIN, SLOPE 2% - - -- -----SLOPE 2R _ 2X - -' TO BE CONNECTED TO STORM SYSTEM UNLESS OTHERWISE UNLESS OR AS APP ROVED -—------- - -- _ - -- D IRECTED. C❑NNEC T IONS TO STORM MAINS SHALL CONFOP.M -` WARP PaVINc V GRADES SH N� C/L ROAD BY ENGINEER -- �-- - _'OTHERWISE BY FRONTS TO LEVEL OUT T❑ REQUIREMENT OF U.P. C. PLAN.' SHOWN FOR DOORS r I� - IE GIVEN ❑N PLANS SUBGRADE DRAINAGE DETAIL - GRADING AT GARAGES W � DETAIL OF STORM SERVICE END AREA DRAIN DETAIL I-" z N. T. S. o 4'-0" NOTE: END OF SANITARY SEWER SERVICES ( UNLESS OTHERWISE SHOWN 1 SHALL BE SIMILAR TO THE ABOVE DETAIL EXCEPT FOR WYE. 1. .: .. Raw � Q �" 'MIN. 2 • y4 7�."' ---/---------- R/w I ' V4 RIE S 121 / W '� Z '! - v10 I - PROPOSED GRADE - -- — F- FxISTING GROUND EWT'RUDI-D VARIES 13 �_- 13 -_ -I g ' W 0 CURS SEE X14 VARIES 11-•13 _ CL 14 2" MIN. COMPACTED EDGE OF PAVEMENT ' Lu 3/4"-0" CRUSHED _ _._� �, DETAIL 'A MI tk I I 13 53NFtTIVE MATERIALROCK, 95% COMP. TO M ATCH z W LU OF T-99 - (LANTDSCAPING .AREA) EXISTING GROUND _ MATCH TO i > N G - Q Z - 2 5O% GROUND '2 50% I 1 0Q INITIAL AC LIFT i /;1' I '�`- -�►- STAN DAP-D 5' FINAL AC LIFT ~ SIDEWALK SEE Z j DETAIL SHEET C- 12 • � - SEE TYPICAL ROAD X-SECTION / DI TCN AT I 'S I � ^� N N MAX IMV/v` NOTE: - 2"CLASS ..C„ A C ON) ) SIDEWALK IS TO BE PLACFD " 2' SHOULDER 2%i' CLASS °C"A.0 (2 LIFTS ) ON / I STANDARD CURB AND PRIOR TO FINAL AC LIFT ROCK 2 - O CRUSHED FULL. DEPTH " 3' " J CONCRETE Fc , 3000 PSI MIN. ROCK 2 OF /4 'O CRUSHED ROCK OVER GUTTER SEE EXTRUDED CONCRETE Co'' OF 2"- C CRU'I HE D ROCK DL TAIL SHEET C-12 1 / / CURB PRIVATE DRIVE TYPICAL SECTION MONOLITHIC CURB/SIDEWALK DETAIL ,; -sp-e �' AS H CLASS 'C' SECTION C—C STA. A + 91.�0o FIR ST. TYPICAL SECTION ( � ASPHALT CONCRETE STA, 0 + 71.60 TO STA. 1 + 57.81 ti.J 2'1 MMIM, 0.1 ' 6. �k * STA. 1 + 57.81 TO STA. 2 + 00,33 a I Riw ROAD Raw 6' STA. 2 + 00.33 TO STA. 4 + 12.00 the -- — — — — — --------— DE1/ELOHMG Et P j 20 - -- 2° ` ALTERNATE FINISH REQ ESTAfF DEVELOPMENT$ERVIcIs VIIAYNE HEIKKALA 1 3 1 ---- ----- -- GROUND WHERE INDICATED ON PLAN MIRAFI 140N EXTRUDED 15 15' �2�I 3 t EDGE OF PAvEMENT 1206) 254.1600 CUTZR� SEE I Suite 206, Crestwood GE APPROVED) J ,, 11818 5oulhecsl Mil l Plain Boulevard 6' OF 1 ' -0 -" GEOTEXTILE DE-TAIL„A,+ CRUSHED ROCK _ 10'/FT MIN /4'!FT MAX FABRIC AT MATCH TO �' 8 Vanco"Wer, WA 48584 10/0 MIN �- -`-- /1'/e MIN LOCATI❑NS 8' CC)MPACTED SUBGRADE J DIRECTED BY ENGINEER MATCH TO -, x15 LNG �' / 'A'6'd:• _ (95% MIN, AASHTD T-99 _ ° I - - - LLA SS C A C " UNLESS OTHERWISE APPROVED) EXISTINv 50 /° �' MAl`li TO -- EX i KUC�ED CURB / GROUN D i.r,A•c•IM•,c h,t•ttf wrw•llon (✓X ISTINC, _ - /. I „ Incorporated G4ZOl}N� = --2 /2 CLASS, � C <4c: ( 'UNDISTURBED OR NOTE, GRANULAR STABILIZATION MATERIAL SHALL BE REQUIRED / j v 2 'SHOULUEF. I — 17355SW0oonesrmynd,Lake oswvgo,On9tt135I50JIf>;I53616 Y AT SOFT, PUMPING, OR OTHERWISE UNSUITABLE AREAS AS DIRECTED PULL DEP I H `� _- PAVEMENT IN TWO LIFTS 01E 91h51,ecl,OntcoumWA96660I20616i950J57 y COMS'ACTELKFILL BY THE ENGINEER, _ I 4 - b CRUSHED ROCK 2Scetl•IW.+r eJ� Kuklm,d,Wr990JJ(2061Al2/1A6 D GRANULAR. $ASE -SW0 0 =_ - CRUSHED RUCK 2 %2" CLASS"C" Ac ( '21-1171S) ON -� dG, --- -2" OF 3 '44 -0 C.RUSIAED ROCI. CAJ li'�TERNAL STREET SECTION & CURB 2" OF X14 0 CRUSHED ROCK OVER 4 ply _ G" OF '2" - 0 CRUSHED ROCK z \` 3�Joo PSI COh1CRETE Eo" OF Q_` -0 CRUSHED ROCK 11 SIDEYtAL K .G a 74TH AVENUE TYPICAL SECTION sh.,It No. PRIVATE STANDARD SIDEWALK DETAIL "A" — EXTRUDED CURES 2585 0 Project No. J — I:'LI'�:I -31. OF 7 r I r *,_� .- ., , .. .. yM!!�r•-+-•-- ••..�r,.�+rw... _ yet 1 t j, .._^'. _ ..17 ' �-IIII1�'IIIIIIIIIIIII,III,IIT(illlllllllillllllllllllllll�lll�I�I�III�IIIIIIIII�!Illl�llllllllrlllllllllllllll�lill�lllIIIIIIIIIIIIIIIIII,III,lll,lllllll,III,I) I ~ NOTE ; IF THIS MICROFILMED ► i """"3 4 -- -' R —9— DRAWING - I� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THF QUALITY OF THE ORIGINAL t DRAWING, OE SZ 92 J.2 92 SZ 102 E2 22 12 OZ 61 91 L I 91 SI b I E I 21 11 01 6 a [ 9 S b E Z I "•"" • ' r.- +fl(IIIIIIIIIIIIIII�IIIIIIIII�IIIIIII1111111lIIII�I111lIIIIIIIIIIIIIIIIIHIIIN�1IIIINIIIIIIIIFIIII1111l1IMI11IInIIiI11IlIIII!II(Il111111'lllU1IIIIIIlIIIIIIIIIlIlll�tllllllllhl(11111Iluuluulllulll11�1�11�III1�II11III11I11HIllllhnlluuhw�11111iIII��IluuUiJll�lulllull��l��uhll, � � Cl1ARc) JJA �. 1991 DRAINAGE BLOCKOUT • 3" 1 D. PLASTIC I rL I W - -_y��I/ T I_ FRAME 9 COVER I FACE OF CURB PIPE W/COUPLING �� te • /SEE DWG.NO D-112 STANDARD H. STREET WIDTH / GROUT '_RUNGS 12"O.C.A 6n I - -' I Ibrawn �.17� FINISH Oeta ,'• LOCATED ON VERT. A ----t \ 510E OF MANHOLE I A JMN /GTk I=cy I X90 GRADE--- WITHIN Il OF 2'-4!/4" Choc Iste "� •� 41/2'. COVER AND i..OUR. _ }-- - I I"BATTER --1'�R•, .. Revisions I"R- —SO.EDGE FLAT BAR A . . —_ - A A A ` ♦ • ,+. ♦ - X N 4' CONCRETE EXTENSION RING � • • � •' I •r' . N� INSTALL AS REQUIRED TO BRING �� + ••.• MANHOLE COVER 9 FRAME TO " . AA 3 X 2 12'X L DESIGN GRADE MAX. 3 RINGS ��` TY► �- / " 2 1/2'X 1/2' OR' !2" MAX. \ , N �' �i� � y 3/16" N �+ 2 1/2'X 1/4' 30. EDGE FLAT BAR �0.EDGE FLAT 6AR \ -- TYR GRATE BAR (SEA.) ECCENTRIC MANHOLE TOP BASE COURSE- •' 24" WN TYP. 'w 3 X 21/2"x 1/4"L 48' PLAN TYP. I. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCFD WITH PRIOR � - �• 'STANDARD 48" MANHOLE RISERS APPROVAL FROM THE ROAD ENGINEER.c-- 3/IG ` I I ■ 2 1/2"X 3/6' 3 I V • 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS . 30. EE FLAT NAR DG C.TO C. I • S. EXPANSION JOINTS _ I �� o•r_ t PLAN PLAN I 4" _ • RAM-NEK JOINT MATERIAL OR A. TO BE PROVIDED, I �� ; t 1) AT EACH PCINT Of TANGENCY OF THE CURB i I EQUAL-ALM GROUT 2) AT EACH COLD JOINT . I Id�� i TYP. 3) AT EACH SIDE OF INLET STRUCTURES. TYP � 0.10.7024" MIK •: 4) AT EACH END OF DRIVEWAYS . /4" 6" 12" 3) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 5/8'X 3' BOLT d' B. MATERIAL TO BE FRE-MOLDEO ASPHALT IMPREGNATED NON EXTRUDING 4 r I I I/2' I I I 1/2' ' 1/FT.SLOPE MAX• WITH A THICKNESS OF 1/2 INCH f• SECTION A-A ORTAWVq 4. CONTRACTION JOINTS . C. _ TYP. I -2 1 t I - 17�7 A. SPACING 10 BE NOT MORE TNAN IS FEET. , � I, ��' 1/4 —� —k B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 11/2 1NCH�S. /� 1/2"X 3"BOLT • a • '. • '. ' e t 't SECTION A - A t . o • • 6'MIN. S. BASE ROCK-2-0OR3/4"-O , 95% COMPACTION. BASE ROCK SHALL BE TO TYPE CIA. PIPE w. 1.W. M� ' o - n`? o� SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER r GREATER 6"COMPACTED GRAN. STANDARD I t0•-12" I I'- 3 I/4" I I'- 17/8' SECTION A-A 3/4"-0 AT {`- _ _- 90°%COMPACTION NOTES: 6 DRAINAGE BLOCKOUT- 3"DIAMETER PLASTIC PIPE 1 OVERSIZE 17"•27 2'-4 3/4'� 2'-33/8" A. I.D. PLASTIC PIPE WITH COUPLING I. POURED CONCRETE BASE - S SACK MIX, 2500 PS.I. AT 28 DAYS. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1 REQUIRES TWO GRATES 2. FORM GROCVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. i STANDARD IS OVERSIZE ARE WASH.CO. DESIGNATIONS GRATE FRAME STANDARD MANHOLE CURB & GUTTER FRAME N B F— A �\ A /"� 2 0 R A01 U S \ �-•-- Lw. 1 %e' TYP. TRANSVERSE EXTENSION , h DITCH \ \ \ MAY BE PLACED ON EITHER A� v , 0 0 SIDE OF THE ROADWAY I) rS _ - - (1 (` ( J O / / - 13/4' C-TO C. TYP. B NOTES \\ 2 %2x3/4' 1. CONCRETE SHALL ATTAIN A MINIMUM / 20 RADIUS SC EDGE FLAT MR TYP 4 PLAN COMPRESSIVE STRENGTH OF 3000 PS.I. NOTE LID CENTER MARKING SHALL BE "W" IF USED FOR WATER \ 2'-a" IN 28 DAYS. �- 2. FOR FRAME DETAIL, SEE owG. No. D-log. STANDARD COVER WATERTIGHT COVER / 3. FOR GRATE DETAIL , SEE owe. No. D-los. PLAN VIEW PLAN VIEW �� 3 '/2 / / RIGHT OF WAY LINE _1 4. �7�2 \\ / \ �� — ~- b 24 3/4" _y1 COVER // ��Qf�pa \ 2 h- �- 3 I Q� — O� �N \ Qr�y�• \ 41/2 FRAME DOTH ENDS '� orrcH \ ALL BARS �'� SO EDGE FLAT BIW (18 EA.) SECTION A-A 27• 24 s I Z7"l II 24' 27" MAX. MAX. < I ` (\ MAX. 1 I MAX. 23" \25 PLA N .t•... ' I ( I NOTE : ANY VARIATION FROM THIS io -�- CIPSCREW DESIGN T Y P E * W. Lw. Z � L1J 6• ti I T I 1 1 4 REO'O. - t/2": 1 +/2" OR STAND4R0 I' - I i2 1'- 0' �r I — CADMIUM PL. USE OFTHIS TURNAROUNDAT „ �^ 24-1/2" HEX HEAD ANY SPECIFIC SITE MUST BE 1 OVERSIZE 1'- 11/2 t'-0" O0 2-� 2-33/g APPROVED 13Y THE CITYENCIPEER. � 30 3/4" APPROPRIATE SIGNING SHALL BE ^' DETERMINED BY THE CITY TRAFFIC I REQUIRES 2 GRATES. LLQ `�-- 3�-i1• 3�- 3 g ENGINEER. 0 FRAME a COVER WATERTIGHT � "STANDARD" AND 'CfYERSIZE ARE WASHINGTON SECTION A-A ELEVATION B-BCOUNTY DESIGNATIONS. ^ SECTIO N FRAME 81 COVER DETAIL Q J C( LLJ AREA DRAIN TYPE II MANHOLE FRAME & COVER FIRE DEPARTMENT TURNAROUND GRATE w o Z ZILJ w u J 1 � � f-' "'"_F-HINGTON COUNTY OVERSIZED z 40'-0'• MAX. I5'-0• MIN. WROUGHT IRON OR WELDED STEEL 6"■ E 10 G`\ R/W UNE FRAME AND GRATES MESH - DRIVEWAY `_ a _ H I MIN. 3" A r. iN 2 LIFTS---� CURB - _ — 1) CONCRETE TO BE 3000 PS.I. STREET AREAS I OUT OF STREET AREAS MODERN MUELLER CENTURION FIRE HYQRANT OPTIONAL —� 2) EXTERIOR WALLS MAY EXCAVABE TED W r SIDEWALK NEAT AGAINST THE EXCAVATED ^� t— ipl CUT"---- N A-442, 6"ll 5 1/4 MVO, 3 PORT (2-2 1/2 �NST �' LOCATION EXISTING f I HOSE CONNECTION, 1-4 I/2 NST PUMPER), 11/2" �. >1 SLOPE • --- PENT OPR NUT, OPEN LEFT,COLOR: YELLOW 'I CONTRACTION JOINT -- 3) ALL BACKFILL AREAS SHALL BE I' SECTION RESURFACING / / 8 6 EXPANSION JOINTS IN THE MINIMUM DIMENSION.AND 2'of /a.._a.. w o • / I EXPANSION JOINTS A _ • .b•- a •,, / � _LLBEHIND BEHIND BACK OF CURB / cuRe JOINT /,� COMPACTED TO 95/o DENSITY. / sIDEwAL� 0-100 THROUGH 0-104 AND e , , A 4) SEE ALSO WASHINGTON CO. DETAILS / CL SSA I'-Cl BEHIND BACK OF CS 304. BACKFILL _ SIDEWALK e o , A • o � � 3'-0" T'•6" MIN. ?,-G MIN. 3'7rjt I FACE OF CURB B� COLD JOINT OR • e ===---{I{ 20'-O" MAX. 20�•0MAX. KNIFE JOINT F� L A N TOP 4,.°„ CLASS 9 - ° �.I O) �U ---- _CAST IRON VALVE BOX the 3/4=0 GRANULAR , V I ASSEMBLY DEVELOPMENT � '' GROUP BACKFILL 0 0• ' 2 I I/2" EXPOSURE ,oT— • v //' , � 3OR LESS - - `� T � �,� i: •';� REAL ESTATE DEVELI�PMENI SFRVIrES \ I _ USE EXISTING EXPANSION JOINT OR . . I / • A K _ I SAWCUT AND PLACE COIR JOINT. I °D ' ,* /, _ \ p _rl .ry 1 Ijt� hl(nMlrr¢ ' :'J .,r. .► 1 SEE DWG. N0. t5-306. n n —� •�.' `� ° e a ,a s I` Cl-_I'li llp lie m ,. E VIP `- -- -- - ELEVATI N ,-'� �-�J WAYN0 HEIKKALA _ O B-B (206) 254 1800 w o ' W 2 • o ) e J i Ulla //�1 :+ 3' 0" Sul 208, Cro,rwond c, r o w Til COVER DRAIN 3'-�'" O b O. CD 1 1 �/- V a N • < o " o Q C] I/1 r `r7n ROCK W/ TAR FAPLR / Iw a MIN MIN. 11818 Soulhea,l Mill Clain Boulevard W u e •• W IlI:f ,� = w X Voncourer, WA 98684 T— e, > '-illi li'-II 11 BEFORE BACKFILL lid z -1 � d it �(�I •U, •G j Q _I llic -I{II ql'I I, /r O 2Z STREET . 3 j f STANDARD MH RUNGS e > - II `-- MJ HYDRANT OUTLET' ¢ u G'WALI_s Imo' D o u•. a. � 6.. o a a c Z fill 6 MJXFLG GV' �-�a )�i rn 10 GA. MESH o TYPICAL 6" 2 d• . e I d' Q ) _-- ,_._ _. _ / - 1.1/2"ABOVE% 2" OF 3k" MINUS MIN. 1.• pl•nnen O • I �• 4 0 I Ill /' I �� O ,c •a � I I_) '`�11 BASE I•nA■cete■rt Mfe[I■ SECTION A-A ,"rvepon incorporated jj )- [l i• t7755SW0ouneslcnynd,Like0sweQo.01411 Al 8353618 "x rt _Iglu !4//1�. ll�aiil-l. ,--_ MAIN W/ MJ116"FLG TEE IOIE BIhSlrtel,Vancn,'Ver,WA9WO(2081MD35I PIPE BASE 6" MJ KMJ HOLDING SPOOL I. CONCRETE SHALL HAVE 4 MINIMUM BREAKING STRENGTH OF 3000 PS.I. ♦, ♦ 25CeotgIWx0fV5.KiIkIa M90033120616224446 J / (SEE PLAN FOR MAIN SIZE) AFTER 2B GAYS b SACK MIX - .I -� x8xI6 CONCRETE BLOCK 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/7" RAOtUs SECTION A+A SECTION B-B L BACKFILL IN STREET AREA) I I/2 1 US OF ALONG BACK OF CURB. to LIF1/W1.1ASAIMSTCURB, FILL Ill TO 1 1/2 -3/4 DRAIN ROCK 3. EXPAN31CN JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED >d BACK OF SW MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHES GRACE. 9 2.IFS/W IS NOT AGAINST CURD, FILL ROCK 4. SEE DWG. N0. CS-30r AND NO. CS-3105, r 2'BACK FROM CURB -- 12 m PIPE BEDDING & BACKFILL STANDARD FIRE HYDRANT DETAIL COMMERCIAL DRIVEWAY STANDARD CURB INLET MANHOLE Shoot "°• 1='t F1�1T T �iE) 1),"?] i ._,,::. 2585 project No, O U _.,--.. .. � . '-"t:'Bi�� ' .�.an-.•"--. .. ,a.-t,uou-,�ars.ere+r.r-. .r..M:.,,.,.,....�.�.u....•w..w.. SEC=-. � - ..,.. ........-�...". - �.-..�.... a?� :,.-_. .;,,,..- _.-�;._- _-----^'Z.A�-'•••; _ .-.-.*"""""�"' =+,�4":!y -._.___ -.---- ._.._. --.;-.---.-,.,�...-.�-.-.__..._. _._._ j ... w I I III` Illlll,tll,III'III,III,1�1,IIS,IIII111,1IIIIIIIIIII,I1'1`1111jib1 1I'lIIII�I1111111IIt ,II1� I� II,III,I�',III,I�I,III,III,I,I,III,I,I,III,1,1,1)�i,lll,lll,lll,lll,llt,lll,llltl + } I 'I VOTE: IF THIS MICROFILMED I 2 3 4 5 A 6 7 e 9 � IO I I i2 . �• • DRAWIll IS LESS CLEAR T)IAN THIS N)Iiu, IT is DUE TU THE QUALITY OF THE ORIGINAL DRAWING, OE 62 U LZ 97 S2 Ill E2 2P IZ OZ 1St 91 LI 91 SI bl £I a II 01 6 9 t 9 s b £ Z I"•''" Irl(III1111IIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIII111Iilll�lltflll)IIIInIIrr�Iirul,lulrullll11It11IIIIII�IIIIIIIIIIIIl111111111,IIIIiIIU))!I'll�lltlIIIII�IIIIII1IIItnIIIIItI111tIItIIII11tIIIIIIII1tIlit►�IIII�IUI�1tttItI11IIIIIIIIIlIll1111111�IIuIlI11I1�nll�Illllllll�tllllllililull111�ItuluN 'RE C E M Ift-3VE, It 19 1991 T -- R JAS. X990 DodlMwd DOW -),)r) Drown Data ,�4 GT K, FEB 1990 Chocked Onto Rovidom 7( I I I is I 1 IX I I \ I I I EXISTING 2" GAS 1 EXISTING 36" _EXISTING 12." W/kEWATERLINE (TWD) EXISTING 4" GAS -- I ( p w ' EXISTING 6" EXISTING _ WATERLINE (MWD) DRIVEWAY EXISTING STREET SIGNIII STA 8+40.19 72ND AVENUE 16 LT CONSTRUCT 30 WIDE DRIVEWAY AS PER DETAIL ON [� 0 EXISTING / , SHEET C-12 GAS RISER I I I I I""' FCL. I I I II I EXISTING POWER POLE L EXISTING TELEPHONE RISER I I I I I PROPERT�( LINE _ I I II ' I r EXISTING UNDERGROUND —T I I II I I i I TELEPHONE CONDUIT w EXISTING I I I I �/ EXISTING RIGHT OF WAY W Q 16" FIR � 1� 1 1 , I 1 11 REMOVE AND DISPOSE OF I I I I 11 STA 8+40.19 72ND AVENUE = RIGHT OF WAY Q � „ / I I I STA 0+00.00 S.W. VARNS RD CENTERLINE G EXISTING ,14 AND 20 I i OAK TREE Z VARNc%J RD W ��_ _ 1 - - - --- - -- - --- - - -. —_ _ _— - -- - `� EXISTING UNDERGROUND " TELEPHONE CONDUIT , f f - II � I — - - - - - - - - -T - - - - - - - - ----- -TEL--L-4---EXISTING -I LIVE IAP EXISTING 12" WATERLINE TELEPHONE P, STA 0+00 11 .15' RT OF 72ND AVE N V ! STA 8+35.34 SEE DETAIL ON SHEET C--10 ' - -- S1_ I MANHOLE I� I_ II/ EXISTING RIGHT OF WAY I-- I I I � 8" MJ PLUG AT PROPERTY LINE �••� z I I ( I STA 0+41 .15 30' LT OF 72ND AVE STA 8+35.34 I 11 EXISTING STORM MANHOLE RIM = 250.32 IE = 241 .72 STORM SEWER I I I I I CONNECTION I I I I I I W < 14.20' LF 10" PVC I I J 30' LT OF 72ND AVE 1 I I I I CONNECT 10" STORM SEWER TO L c�I D W I I 1 EXISTING CATCH BASIN STA 8+12.2 1 � � I I LI�E AT PL = 247.27 I I0 I I I i 15.80' LT OF 72ND AVENUE= 0.0100 j 1 1 I I I i, STA 8+12.21 z W w I zf T.G. = 250.65 I I I 1 IE 'I g" OUT = 246.55 V) Q I / i 11i 1 f W i I l '� IE60'"� IN = 247.13 Q L REI,IOVE EXISTING `C / MAILBOX ! l Q I I • ; II I I �/ I I 1 I I REMOVE EXISTING DRIVEWAY APRON z I CONSTRUCT APPROX 35' OF NEW N �' 01 ;I I I ► CURB AND SIDEWALK TO MATCH EXISTING o 30E I I I 1 3 1 ROAD I 0 LL o I I I 0 f CENTIJRLINE NOTE. CONTRACTOR TO FIELD VERIFY I \ , I c� ; ► I 10 J \/ Er ALL UTILITY LOCATIONS I i I I 1 I I f Ilr z �, I I I I II � the - C/') i , I I I I 1 ► II X ozDEVELOPMENTLij V) 11 GROUP \ I I f 11 I 1 I I It P,AL ESTATE DEVELOPWNT SERVICES \ I I I II 11 I I I WAYNE HEIKKALA (206) 254.1800 ,uite 208, Crestwood ouvSoutheast erlWA 98681 h1ain Boulevard Vjn 1 0 20 40 1M.O.C.W•R�NCI. SCALE IN FEET r i1 �I incorppr • ted 173SS S W noon.%rel,y ld.LAM Oswepe.OR MS 150.71835 3618 101E 811151,let.Vancouve,WA 98660 12661 695 0.15 7 J IL 25C4-,11.IWay.1705 ul,k1j,4 WA88OV(2061822 4148 7 t N f C-- 13a J m Sh*ot No. ni >� F'E FSM T T *f 9(�)--(_)L J , --�1,�",'r'1 a l�_.. pro Oct No. 2585 0 u � I11�'tll 111 111 tl� 111 III .II III Ill Ill Ill 111 Illtlll tillll�l 11'11111 1111111 Illlllf IIIIIII 111111) IIIIIII tll�►�I Illltll lltllll Illl�l� �Illlli llllrl� 11111)1 !II'1�1 11'111 ' ��► ...,� �-. I I I � I h I I I I l l l � l I f ,, 1 I I I I 1 I I I ,I I I I » NOTE: IF THIS MICROFILMED 2 _ 3 4 -r 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, ?T IS DUE TO d ,r 11f QUALITY OF THE ORIGINAL DRAWING. t OE 62 9? LZ 9Z SZ bZ EZ 7.I2 IZ OZ 61 91 LI 91 SI to EI Z II O1 6 9 L 9 S� �. b E Z I"•��' ,rte r te1111ullnlllUlllnn111111nttlttnlntllulllulllu�fllnlluttl�tH�t1//ltt��Ifltllitn11n11unlnullllllunlnnlllU11111�1u11111IIrI111n1lnnlunlllllllllllllllll1l1I1111�IIIlIIl11II11111111I1U1�1y1).llllllltlllulllnllnullnlllullllWliuluuluull!l1I111II11uI1111IIwI1111 DECEMBER, 19 1991