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13436 SW HAWK'S BEARD STREET C PIPW_ 11 S IjIL IR EORGE T. ROBISON �� • N . r-y POR 2520 f N k P _LN R 1 .1\... 4 J fi , OF S . W. AND S . W. HAWKS BEARL ROA ® TIGARD OREGON 135TH AVENUE PROJECT TEAM OF DRAWINGS PROJECT DATA PROJECT DATA RA INDEX _._ _ OWNER 1 PRC)•IF C I TYPE MUL I I-F .'kMIL Y AO TITLE SHEET BOWEN RLAL ESTATE GROJP ZONING ; R-25 ARCHITECTS 2260 U.S. BANCORP TOWER BUILDING CODES UN!FORM BUILDING CODE, 1991 EDITIOtd 111 SW HF1FI AVE., PORTLAND, OREGON .97204 ARCHITECTURAL -_ �. -� , SPAT " p 1993 STRUCTURAL SPFCIALTY CODE BUILDING H: 33 U" Iftll,riT Y ------W_. _ - --_- - --- -- - -- - INCORPORATED (`)03) 27a--8a00 A1.1 SITE PLAN OCCUPANCY: LI NG UNITS R1 ~ LIVING AREA = 10,194 SF UNIT TYPE to - 2 UNITS UNIT TYPE ��` - 2 UNITS �\ A1.2 SITE DETAILS GARAr;ES M, GARAGES = 3,700 SF UNIT TYPE 1B - 2 UNITS UNIT TYPE 2B - 2 UNITS r UNIT TYPE 3A - 2 UNITS ARCHITECT - T __- ��A .� ` S� DETAILS ( CLUBHOUSE: A3 - - t.b ADD ESS LA d f pNSTRUCTION TYPE: L IPG UR �� tOTAL 30. FT = ',894 SF TOTAL UNITS - 10 UNITS RAR ARCH!TECT ; INCORPORATED '�..� 34 NW FIRST AVENUE, SUITE 206 �� BUI DI Pt ANS - BUILDINGS A/C/F/P/1 '\ GARAGES V - UNE HOUR PORTLAND OREGON 9-'209 A2.2 BUILDING PI ANS - BUILDINGS A;/C/F/P/T AND 8,"E 1H 1. . ��_/^. 34 N.W. !FIRST AVENUE A2.3 BUILDING PLANS - BUILDINGS B/E/H `S l..__,� CLUBHOUSE: V - NON RATED BUILDING J 33'-0" HEIGHT `-� (503) 225-9095 SITE ,��,;._ --- - - .T__. . . -- Portland, Oregon 9 A2,4 BUILDING PLANS - BUILDINGS D/N, Q/R -- _ LIVING AREA 7,080 SF UNIT TYPE 1A - 1 UIJIT Ut%; TYPE 2A - 2 UNITS PROJECT MANAGER SCOTT REITER A2 5 BUILDING PLANS BUILDINGS D/N,/Q/R ANC G/J; S MINIMUM REQUIRED. 1,48.,0 SF/UNIT (R-25 DISrRIC x 150 UNITS = 222,000 SF GARAGLS = 1,84.5 SF UN11 TYPE 1B - 1 UNIT UNIT TYPE 28 - 2 UNITS (503) 22.5-00 A2..6 BUILDING PIANS BUILDINGS G;'J/S UNIT TYPE 2C - 1 UNIT CIVIL ENGINEERING _ _ SITE AREA PFiU��t)ED: .543,80-' >F (7.89 ACRES) ____________.-_ ._ ------- __ A2.7 BUILDING PLANS - HUIL DING K c, Dt VID EVAIJS 4SSOCIATES, INC - - - A2.8 BL-.LDING PLANS - BUILDINGS K AND l TOTAL SQ. F' = 8,925 SF TOTAL UNITS - 7 UNIT A2,9 BUILDING PLANS - BUILDING L SITE COVERAGE: 2828 SW. C()RBET1 A2.10 BUILDING PLANS - BUILDING M MINIMUM LANDSCAPING REQUIRED: 209C PORTLAND, OR 9 7201 dU ,.DING K: ,33_0" HEIGHT _- -_ - -- (503) 223- 6663 A3.1 ROOF PLANS - BUILDINGS A/C/F/P/T ArID B/E/H AREA PROVIDED: IMPERVIOUS SURF ACE AREA 225,913 SF (66%) "ING AFL_ .4 10,736 SF - UNIT TYPE 1 A 4 UNITS UNIT TYPE 2C - 4 UNITS t'ROJECT ENGINEER : BR'UC f MAGNUSOI`i A'.3.2 ROOF PL ANS - BUILDINGS D %t•t/Q/R AND G/J/S I AItDSCAPrdG 117,894 SF (34%) GARAGES = 2,356 SF UNIT TYPE 18 4 UNITS A::.3 ROOF PLANS - BUILDINGS K AHD L _- STRUCTURAL ENGINEERING A3.4 ROOF PLAIDS - BUILDINGS M AND CLJBHOUSE TOfA.I. SQ. !"T.$ 13,092 SF TOTAL UNITS - 12 UNITS CONLEE E"JGINEERS, INC. A4.1 1ST FLOOR UNIT TYPES - 1A AND 2A 1308 SW AERTHA BOULEVARD A4.2 `ND FLOOR UNIT TYPES - 18, 2C;3A AND 2A, 2B SHARED OUTDOOR RECREATION AREA: -� --�_ - BlJIIDL: 3 INC 3'-0" HEIGHT M PORTLAND, OR ' 7219 44.3 3RD FLOOR UNIT TYPES - 2C AND 3A - 4NIt, uM I<E UuIFZr.I, 2�JG SF/Ur�iT x 135 (1 & ? dR UNITS) 27,000 SF (503) 24• _0579 A4.4 CLU9HOUSE FLOOR PLAN 300 SF/UNIT x 15 (3 BR UNITS,) = 4,500 SF LIVING AREA = 10,194 SF UNIT TYPE 1A - 2 UNITS UNIT TYPE 2A 2 UNITS ,.4 5 STAIR PLANS AND SECTIONS GARAGES = 2,434 SF UNIT TYPE 1E3 - 2 UNITS UNIT TYPE 28 - 2 UNIT,, PROJECT ENGINEFI,' DOUG GANNETT _- TOTAL REQ'D: 31,500 SF UNIT TYPE 3A - 2 UNITS A5.1 BUILDING SECTIONS TOTAL. SQ. FT,= 12,6. SF TOTAL UNITS - 10 UNITS MECHANICAL ENGINEERING A5.2 BUILDING .SECTIONS MIN. AREA RLQ'MENT BALCONY AREA AT UNITS: 12,402 SF -_"- A5.3 BUILDING SECTIONS SA IISFIED; CLUBHOUSE: 1,756 SF SYSTEM DESIGN CONSULTANTS A5.4 BUILDING SECTIONS POOL AND SPA DECK: 2,077 SF BUILDING M: 33'-0" HEIGHT 33 NW FIRST AVE., SUITE 2 WEST OPEN AREA (APPROA. 1OO'x75') 7,500 SF PORTLAND, OR 97209 AE.1 WALL SECTIONS LIVING AREA �• 5,798 SF UNIT TYPE to - 2 UNITS UNIT TYPE 3A - 2 UNITS OR 248-OR A6.2 WALL SECTIONS EAST OPEN AREA (APPROX. 90'x90' 8,100 SF_ GARAGES W 2,444 SF UNIT 'TYPE 1B - 2 UNITS ( ) TOTAL: - 31,835 5F PROJECT ENGINEF R : CLIFF HOOD &NN4 A6.3 WALL SECTIONS TOTAL SQ FT = 8,242 5F TOTAL UNITS - 6 UNITS A6.4 WALL SECTIONS LANDSCAPE ARCHITECT UNIT TYPE AND PARKING SUMMARY ----- - ----�-- -� -- A7.1 EXTERIOR ELEVATIONS - BUILDING P UNIT FT. / SPACES/ NUMBER TOTA; BUILDING N: 33'-0" HEIGHT AtJDERSON ASSOCIATES A7.2 EXTERIOR ELEVATIONS - BUILDINGS A/T TYPE. UFIIT UNIT OF SPACES -- - - 22181 NW PHID IPS ROAD A7.3 EXTERIOR ELEVATIONS - BUILDINGS C/F REQUIRED UNITS REQUIRED I_,VING AREA 8,052 SF UNIT TYPE 1A - 3 UNITS UNIT TYPF 2C 3 UNITS HILLSBORO, OREGON 97124 A7,4 EXTERIOR ELEVATIONS - BUILDING B - - -"- GARAGES = 3,033 SF UNIT TYPE 1B - 3 UNITS (503) 647-7400 A7.5 EXTERIOR ELEVATIONS - BUILDINGS E/H 1 BEDROOM - TYPE- 1A 809 SF 1,5 34 51 - PROJECT* MANAGER : DAVID ANDERSON A7,6 EXTERIOR ELEVATIONS - BUILDINGS D/N/Q,/R 1 BEDROOM - TYPE: 1B 745 SF 1,5 34 51 TOTAL SQ. FT.= 11,085 SF TOTAL UNIT; 9 UNITS N A7.7 EXTERIOR ELEVATIONS - BUILDINGS G AND J/S cb A7.8 EXTERIOR ELE=VATIONS - BUILDING K 2 BEDROOM - TYPE 24 1,155 SF 2.0 24 48 A7.9 EXTERIOR ELEVATIONS - BUILDING L 2 BEDROOM - TYPE 2B 1,043 SF 2.0 24 48 BUILDING P: 33'-0" HEIGHT C GENERAL NOTES A7.10 EXTERIOR ELEVATIONS - BUILDING M AND CLUBHOUSE l BEDROOM - TYPE 2C 1,130 SF 2.0 38 LIVING AREA - 7,295 SF UNIT TYPE to - 1 UNIT UNIT T)tPE 2A - 2 UNITS Miy 0 3 BEDROOM - TYPE 3A 1,285 SF 2.0 15 30 GARAGES = 1,845 SF UNIT TYPE 1B - 1 UNIT UNIT TYPE 28 - 2 UNITS PQ a A8.1 IN fFRIOR ELEVATIONS _ _ _-.�.__ _ -_ ___ _ __. A8.2 INTERIOR tLEVAT10NS 266 - UNIT TYPE 3A - 1 UNIT � � C PARKING SUBTOTAL_ TOTAL SQ. FT.- 9,140 SF TOTAL UNITS - 7 UNITS 1. ALL WORK SHALL BE IN CONFORMANCE WITH UNIFORM BUILDING CODE, STATE A9.t SCHEDULES __- ADDITIONAL 15X GUEST PARKING 40 Q OF OREGON 1993 STRUCTURAL SPECIALTY CODE, AND ALL OTHER GOVERNING TOTALS 150 306 CODES, L��WS, RULES AND REGULATIONS. A10.t DETAILS 33'-0" HEIGHT BUILDING Q: A10.2 DETAILS ------------- - ----- - � ? THE GENERAL CONTRACTOR IS RESPONSIBLE: FOR THE COORDINATION OF ALL A10.3 DETAILS I .,r•IG PROVIDED: � 48 STANDARD SPACES 151 GARAGES LIVING AREA = 8,052 SF UNIT TYPE 1A - 3 UNITS UNIT- -TYPE. 2C--- C - 3 UNITS ARCHITECTURAL. STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS, A10.4 DETAILS ' 2a COMPACT SPACES 116 TANDEM SPACES GARAGES = 3,033 SF UNIT TYPE 1B - 3 UNITS 04_ -. g HANDICAP SPACES INCLUDING ALL SITEWORK. I - - TOTAL_ 347 = 2,31 SPACES / UNIT iOTAt SQ. FT.= 11,085 SF TOTAL UMTS - 9 UNITS S. GEOTECHNICAL EVALUATIONS HAVE BEEN COMPLETED FOR THE SITE AtdD A STRUCTURAL L COPY OF THE REPORT IS AVAILABLE FROM THE ARCHITECTS OFFICE. S1.1 BUILDINGS FND T PROOF FRAMING PLAN -5,/ - & S3,5'-0" W E / BUILDING R: -1 �'-0�� HEIGHT 4. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE MECHANICAL, 51,2 BUILDING B - FND & ROOF FRAMING PLANS ----- - - 04 ELECTRICAL, DOMESTIC WATER, SnNITARY SEWER AND STORM DRAIN SYSTEM X1.3 BUILDINGS D/N/Q/'R - FND & ROOF FRAMING PLANS BUII_0INGS SUMMARY LIVING AREA 8,052 SF UNIT TYPE 1A - 3 UNITS UNIT TYPE 2C - 3 UNIT(; kA S1.4 BUILDINGS G/J/S - FND & ROOF FRAMING PLANS GARAGES = 3,033 SF UNIT TYPE 1B - 3 UNITS � Q V AND CONFORM WITH ALL GOVERNING CODES, JURISDiCT10tdAL REQUIREMENTS, S1,5 BU'LOING K - FND & ROOF rRAMING PLANS BUILDING A: 33'-U" HEIGHT _ UT LITY COMPANY REQUIREMENTS AND THE DESIGN SHOWN IN THE DOCUMENTS. S1,6 BUILDING L - F•ND & ROOF FRAMING PLANS LIVING AREA - 7,295 SF UNIT TYPE to - 1 UNIT - JNIT TYPE 2A - 2 UNITS C - -T --_ TOTAL �Q. FT.= 11,085 SF TOTAL UNITS - 9 S1.7 BUILDING M -- FND & ROOF FRAMING PLANS GARAGES = 1,845 SF UNIT TYPE 18 - 1 UNIT UNIT TYPE 2B - 2 UNITS 5. THE CONTRACTOR IS ENCOURAGED TO STUDY THE CONTRACT DOCUMENTS SI 8 BUILDINGS C & F - 1ST FLR FRAMING/ FND & ROOF FRAMING PLANS _ UNIT TYPE 3A - 1 UNIT IN DETAIL AND 10 REPORT ANY DISCREPAr•JCIE.S OR CONFPCT-S TO THE. S1,9 BUILDINGS E & H - FND & ROOF FRAMING PLANS -�� BUILDING S: 33'-0" HEIGHT ARCHITECT IMMEDIATELY FOR RESOLUTION, TOTAL S0. FT.= 9,140 5F - -- r TOTAL UNITS - 7 UNIT', LIVING AREA 7,080 SF UNIT TYPE to 1 UNIT UNIT TYPE 2A 2 UNITS W S2.1 TYPICAL. FLOOR FRAMING PLANS - GARAGES = 1,845 SF UNIT TYPE 1B - 1 UNIT UNIT TYPE 28 - 2 UNITS 6, IF A CONFLICT OR INCOtJSISTEiJCY EXISTS BE TY-WE,r N THC DRAWINGS OR S2•2 TYPICAL FLOOR FRAMING PLANS BUILDING B: `' -U" HEIGHT -- `----- - Y _ UNIT TYPE 2C - 1 UNI ,' l!1 SPECIFICATIONS OR WITHIN EITHER, THE. STETTER QUALITY OR GREATER LIVING AREA =- 10,194 SF UNIT TYPE 1A 2 UNIT5 UNIT TYPE 2A - 2 UNITS TOTAL, SQ. FT = 8,925 SF - TOTAL UNITS - 7 UNITS QUANTITY OF' WORK SHALL BE PROVIDED, 54.1 FOUNDATION DETAILS GARAGES 3,700 SF UNIT TYPE 1B 2 UNITS UrNIT TYPE 2B 2 UNITS S4.2 FLOOR FRAMING DETAILS S4.3 ROOF FRAMING DETAILS UNIT TYPE 3A - 2 UNIT, --•.-__- _ _-.___ .__. -.-_ 33'-0" HEIGHT 54,4 ROOF FRAMING DETAILS TOTAL SO F•1.= 11.894 SF TOTAL UNITS - 10 UNITS BUILDING T: - _ - TIT1E �/� 54.5 CRAWLSPACL FRAMING DETAILS I _ VING AREA = 7,295 SIF --TUNIT TYPE 1A - 1 UNIT UNIT TYPE 2A - 2 UNITS s VICINITY MA .'+RAGES = 1,845 SF UNIT TYPE 1B - 1 UNIT UNIT TYPE 2B - 2 UNITS SHEET !- -_ � ' 33' -C'Y NEIGH f _v _ - BUILDING C. UNIT TYPE 3A 1 UNIT HANItAL / ELECTRICAL L ."tP,' ANEA :. 7,295 SF UNIT TYPE 1A - 1 UNIT UNIT TYPE 2A - 2 UNITM IIT t MECtIArJICAL, ELEC.1t1ICAL SITE PLAID ���TAI_ SQ T " 9,140 SF TOTAL UNITS _ 7 Ur. �- GARAGES = 1,8A`i SF UNIT TYPE 18 - 1 UNIT uNlr TYPE 28 - 2 Lt, UNIT TYPE 3A - 1 UNIT _ - ME 2 1 1ST FLOOR UNIT TYPES - IA AND 2A MECFIANICAL/ ELECTRICAL - I TOTAL SQ. FT.= 9,140 SF TOTAL UNITS 7 UNIT'.: UBHOUS ME2.2 2ND FLOOR UNIT TYPES - 1B, 2C %3A AND 2A, 28 MECH/ ELLC TOTAL 50 FT.= 1,890 S.F. / ME 2.3 3RD FLOUR tIt�IT TYPES - 2C AND 3A MECHANICAL/ ELECTRICAL -- 5� M R , revisions: FERR�' E2.4 CLUSHct�J5E MECH ; E!EC FLAN BUILDING D: 33,-0„ HEIGHT - �,�5 < - I\ GRAND TOTALS ,I S�H01Yvs I :AF2.5 CLUBHOOSE HVAC PLAID hO ARCA = 8,052 SF UNIT TYPE 1A - 3 UNITS UNIT TYPE 2C 3 UNIT'-; _ __ - _ 0 2 ti/ l/98 tzl 4 i�aRAGES = '.,033 SF UNIT TYPE 1B - 3 UNITS 1..)I,:,; �;q, FT, FOR TOTAL ME2.6 ELECTRICAL PANELS AND RISER DIAGRAMS '�~ -_�� 19 BUILDINGS = 193,083 SF NUMBER OF UNI f3 = 15rJ - - '- �4, ���- \� TOTAL SO FT = 11,085 5F TOTAL UNITS - 9 UNITS �_ / CITY OF TV3.ARD013/30/98 i- �i/ 3 CIVIL F NrJIEERING �'" Approved.... ...................................................... -- - HAWKS BEARD RD. ClEXISTING COrtDi TIOI`,S PLAN -� -�� / .ondition2 y Approved ..•••••• - S3 -0 HEIr,1' _--.--.- BUILDING E: _ - Fa :Ynly thA rk scribod in: av-'2- r ----- _ - - l G C2 GRADING PLAN LI'vtNG AREA = 10,194 SF UNI"f TYPE 1A - 2 UNITS UIJIT TYPE 2A 2 UNIT`. H 9, U31�' ► Tl /L ' w I _ - W1 �1�nrr IN;�. � _ Fiat ori/q/Afi I - UNITS - Z _ - __+_ ---- - - __� .....MI ........ . L'3.1 STORM SEWER PLAN GARAGES 2, 34 SF S1 TE � �ti I b. 'rrJl T TYPE 1 H 7 UNI T'S UNIT TYPL 2 C3.2 STORM SEWC R PROFILES UNIT TYPE. SA 2 UNITS ---- C4 t SANITARY SEWER PLAN TOTAL SQ. F r,- 12,628 SF ".6TAI IIN!:rS - 10 UNI TS S r1ti NOTED' REVISIONS � w C4.2 SANITARY SEWER PROFILES ! yob Addropa:.� �.- " - I CRH �••--. � BUILDING F: 33'- 0" EIEIGr! r dr,►w�n: C5 1 EROSION CON FROI_ PLAN Delo: _ WETLAND / C5.2 ERO5IOtJ CONTROL DETAILS L rtc, AREA y 7,295 Sf "'ur TYPE 1A 1 UNIT UNIT TYPE 2A - 2 UNIT!, job no: 9803 1 GARAGES = 1,845 SF UNIT TYPE 18 - 1 UNIT UNIT TYPE 28 - 2 UNIT°, / 1\ 278/21/96 - PLAN RE.VIEW CORRECTIONS �,.. �� !J1 ` \ NOTES & DETAILS -_ _ 1 U- / C8 UNIT.-TYPE 3A UNIT C;� DETAILS 'rl7�r�T!T�'QT� ; 9TAL SO. Fr.- 9,140 c,f TOTAL UNITS -- 7 UNITS `\ (1ca,'30.�96 - PLAN REVIEW CORRECTIONS nr` SUMMER LAKE I AIJDS,C;APF BUII_DING G: 33'-0" HEIGHT DARK L1.1 LANDSCAPE PLANr LIVING AREA = 7,080 Sr, UNIT TYPE 1A _ 1 UNIT UNI I TYPE '?A � 2 UNITS 1 ✓-� N L1 2 1 ANDSCAPE PI AfJ ,' GARAGES 1,845 SF - UHIT TYPE 18 1 UNIT ^-�-UNIT TYPE 2B-2 Ur1 T, UNIT TYPE 2C ? UMr - �` TOTAL SQ. FT.�= 8,925 SF TOTAL UNITS Urdl"fS BRITTANYKE DRIVE_ / /� / 0 * 0--- .-ti- S11*96-0032 13436 SW Ha%kks Beard I of 15 " IF THIS DOCUPSFNT 1G LEGS TiTllfllllllll :IIIIIIIIIIII I II !IIIIIIII�I I IIIIIIII111I1�1 IIIIIITIIIIII 11�1�111(1III1111111IIIIIIIIII I IIIIIIIIIIIII 1 111111111111111 11�11T11f111j1�i IIIllllllllii IIIIIIIIIIIII ; LFGJBI.,F THAN THIS NOTATION, I 1 !! �, 4 II 6 Y _ �, _I�I �j� II- II ii1�1 __ Gus TT TS DL'F TO TIIF UALTTY OF "�=" + THF ORTGINP.1, DOCUMENT. - -- -- - - -.-- -- _-..__ --- -- ,- .--_-- _ 1 E II �8Z iol ZI19i�LLi�ZO�Z8iGIIIIIIIIIIIII111illlll llll� lllfil llllllhl� lllllllIU9I911IIIIIIIQIIIIIIIIIIIIIIIIII111!IlllllclllI tllllllll�IIIIIIII Iilll�ll I 116111111111311111IIIIII�IIIllllllllllllll�IIIIIIIIIIIIIIIIIII�IIIIIIIII�III�III�IIII Till f -- - NEW HAL.P-STREET GEORGE T. ROBISO S.W. HAWKS BEARD ROAD Jf o, OR GON KID ' NEw 5 GONG `! SIGEw.+�.K 1' ryEw CEC GATED I6 r� e H I�LINE OF SETB"CK _ '�' ►� ry 0) F F1 Id —_ � III III III Put� c R G of wa I/272-.. C I NCUI 5 GONC- -� I g DEwALK —~ _A II "- Ie'-0 ?4'-m''_ I8'-0" 'I_ m" .rI I P LI 4 PawTED , A2.I ? UNIT$ _ - — - T UNITS 3.a 3 + A?.I 1B B 2A B _ I A?.1 IA _ .. .. C STRIPE r�P 2B �I1� ---- ZA I 2A d')p _ ?A d 2A ZA B ?A - C L �A ' --- - 6 UNITS — � 2B ZfD _. I �`� � ZD 2B j^' ZB -0 -© SETB•�.GK 28 ; �� - � UNITS . ., ARCHITECTS EXIST DRI✓Eur :� J - b .r• = -I � V� INCORPORATED 1-- � mf�' a�11 21'.IOI�„ ,� II►LJ111 ` =' - c) '° b 115 _ �-• � � _• .., l i l i i l l l l l l l l l i ,,,,•-,,,,._ �,I l-�� _ IIIIIIIIIIIII _ _ AL2 MAIL 6 NIGH SOLID UAIOD _ / 2`� -h jig' -- R i 4'-0' WIDE _ C I LCCATIGNV OR I _ FENCED TRAc�Iy ,, C MAI KIOSK % 0 AG PAVING �� 13 -0° 9'"0„ STRIPED -- ..G PAVINty 1 13 t5� BICYCLE ENc�o3ul�, TYP. ►m cn 34 N.W. FIRST AVENUE nI I CROSSWALK - RACKS a -8 _ �_6 -O - PorUand, Oregon 97209 5 A 2 �� _ v ,� v .41Z ` *_ Al2 AL2 AG PAVING-- A1Z 503 225-9095 S`bt 9 p WOCL� - ,moi r 1 A11' - -- �.�-.r,.t FENCED TR"51 4 S M - �7 r✓ 20'-0 1."2 Exl9T. GONG, ^ - - - - �. y�LQsi,RE, TY e, SIDEWALK - - . 1 5 �► �. 1 © .� 0 d I �. ✓'� 0 '� I I � � -' -FDC �� FD � � I � 0 LL - ._._ ------ --- --- IA 9 UNIt6 A2.4 - LOCATION FOR ,,a ' ' ;a IA a B -�~ (5) BICYCLE 20'-0 I;2 - 2A .0--0" 24'-0" L 18_O„ A 3� -9 I : :� IB �B 2G IA IA I,u I RACKS -- -- 2B 2G - IB la Ig ---41^-- At' 11 All I Z 2C ZC 2C2a'-0" V� 1 _ G -r UNI'g A72 l El . -' -- - - PROPERTY J T b' HiGM SOLID WOOL v CLUBIi�JUSEI c �, �, •-� s 'i� � `� f �;�.,>= _ 5 Q FENCED TRASH IA I J J AIS IB 9 ,ANI''E � jjjj �j ENCLOSURE TYP Z 3A 6 .0 +. 0' 6, g I ---- NEW CUL-DE-54C W - VE'"TENT _ AiZ -._-_ 0 - A1.� iN I IMPRO �(---5 HIGH FENCE �- P ,� � ''�F' ZO'-0° IB Q 001 ENCLOSURE - I 2a g 2c �,� I WITH SELF L.aTGI-LING ! � 4" PAINTED e 'E TEF t','� ` -� GaTE3 - STRIPE, TYP. A$.4 Al2 A2.9 -v- F- C �_�-- -_ .�. I— }" - ---LOCATION FOR ` L/� _._... . ' (5) BICYCLE �1� 10 I' J _3m'-6" Y� M l y � � � A1.2 --- - ` _ _ _ . !A 12 UNI'g AI3 I n► II 1A� .: n.:✓tiG - ZG w.I C • I� <✓ti ynJ TY P ---- -- ","?TJ'rrr-r � J 6 - I W I Z�i � M•.8 'I UNITS 1_\ I - . 213 1 IA 9 G�VI*s 1 B x AIZ 2C 14 ,�4 8 24 18'-m„ DC I� ,r jo * 0 ® uvr8 '� Q 04 ? Iq - C a - C _ , AIS 20'-0" Irk` I ' o re 2C G III WHIM y A2.4 20 � 20 2G ' • 30 -6 G L j G ':. M.:.,L KIOSK _ 2 I *- O `__'-< - 4'-0" WIDE 5 v - STR'i*ED lm r j I J .r Im .� FDC `_ ��4[r F.M. / Ale _32 -I GR055wALK, AL2 - AC PAVING r /cp FDG f., ., Ie }. --.1,: 4'-+0' WIDE [� pj Typ� 0 / b 9 STRIPED l O ..,ROS K SWAL MAIL P 1� Q '� 6• b' µIGH SOLID WOO .,� R• A KIOSK Al2 10 - FENCED TRASH -4-w=-- aC PaviNG - +, 0 112" "0 TBGCI�'I ENCLOSURE. TYP. >` 1 24 'S G EXIST WIDE 6 DRIVEWAY- ; 1 '-` _ AI.2 ON FOR TRIpED r I �OCATt ,5) BICYCLE CROSSWALK / '1 UNITS Y A2.1 RACKS IA ZA IB 2-' �•4 rI ►aW I 6 C ►--� .�•. ?® 3 2e 15 - � � � H0 �,r AIS i � H 2A _ C -- � / 3q ? Iq -�. r® UNl7r 1 IS 1 ' �-- — 1P Ia �N -� l 34 F 2 SITE A�•e PLAN SETBACK _.- DELINEATED 9 Ca revisions: WETLAND BOUNDAR'T SITE PLAN N CJ -TES _ . . • • - ,_,_.�►�------ ' ;� 08/21/96 E r R L 09/30/96 I. BOUND 4R r, TOPOGR.+FHI AND 51T INFOR7"IATION 15 B.+SED UPON UWNE �_ 2 COORDINATE S*REET AND DRIVEWAY INTE�.,CE RE.CuIRE"ENTS WITH TWE - - CIT11 OF TIGARD. G R E E N WA Y ,^ 1-"TCH ,ARE" cESIGN"TES SIDEW4-< -`-- - L1 �-IICH IS 4r GR4DE wITN .4C. ;0"/ING date' 05�9�96 COORDINATE LOG.2tION5 OF SITE UT!LI*IES WITH RESR'FGTIVE UTILITY - GO^^PANIES AND 1HE C!,/IL DRAWINGS. - a COORDINATE LOCATIONS OF LIGHT FIXTURES WITH ELECTRICAL DRAWINGS. T�r/� ) \` ` - - 5. 'SRO✓IDE SIDEWALK CONTROL JOINTS AT 5'-0" O.C. AND EXPANSION CRF( JOINTS AT 20'-0" U.G. \ I/• - - - j 6. FDR "IR5+ FLOOR TOP OF SLAB ELEVATION SEE CIVIL DRAWINGS. LEGEND job no: 9603 I SIDEWALKS TO NA✓E A WIDTH OF 5' 0" CLIE"R UNLESS OTHERWISE NOTED. g. ALL SIDEWALKS P"R.=,LLEL TO r-4R<ING sraL�5 *O HAVE A WIDTH OF r F.I.. FIRE HYDRANT 6 -0" CLEAR J 9. PROVIDE A 5'-0'' CLEAR OPENING IN CURB AT ALL CR069WALK'3 ^ •{ FDG FIRE DEPARTMENT CONNECTION n / ' 10 PRC,/IDE DIAMOND MESH TACTILE WARNINGS IN SIDEWALKS 4T ,41-L -� CROSSWALK LoC:.rIONS. --% SITE PLAN SI'f96-0032 13436 SW Hawks Beard 2of15 IF THlS DOCUMENT IS LESS IIT 111f III III III III I I III III III I��jjI III III IP i�l 1�1 IIT 111 I 1111 I�I 111 III III III III Ir�jl III III III 111 111 TI1 1�1 1 1 T�T r�1 1111111 III ' Il IIIIIII III IIII111lI I LEGIBLE THAN THIS NOTATION, I I I I I I I J I I 4 1 I - I c I I I / I I g I I I iU I ( 1 1 I I J 11' IS DUE TO THE QUALITY OF �� THE OK1GlNP.L T.OGUMENT, --- --- ----- - -- -- - --- --- ----- - -- - - - - S A 8��Z L��L 19S 99� 121( I SG II G I tL O�Z 8� 8�i Li 19t 14t 111>i 16t II Li I it I II t I r6 I L I 9 I j9 I� I II�IIIIIIIII�IIIIIIIII� III IIII�IIIIIIIIIIII11 IL,I (III (III (III (III (III 11111111111II�IIII IIII�IIIIIIIIIIIIII (III (III (III (III 11 111 (III (III III 11 11 (III III I, i (III (IIIIIIIIIIIII (III (III (III (III (III (III (III (III (III (III (III (III (III (III IIIIItJIII Odom / \ DIAMOND MESH TACTIL.E WARNING, ---_� TYPICAL At ALL 1IV` ,l' - \ E x' 'RUDEL LINE OF O. VARIE EQ. SLOPE i l? M.;x _ - -_ CONCRETE GL,RB -----� b !6" ROOF ..BO�/E 5 1 -- EORGE T. ROBISO C� �� I\\\ 4" 'iHK CONIC �- I"_ 41' p, r L,..,E OF I - -- - - - - -- - - - • SIDEWALK R"-1MF' �- - 3/4 RADIUS FGUNGa rlOti � � 3'" ASP;aALTIG I , - - 'k CG'wCRETE PAVING/ - _ I I t f PORTIh OR ~. I I CURB ----- COMPACTED GRANULAR RINIOH CrRADE RECE55ED LIGHT I -- — -- _ _ -- — I c�, 20 FIXTuRES I I r 1 > ;. ry ° CONCRETE -=' t L \ _ _ see S.�EcT '�F?? I T -->O I I ' OF rl I 51DEU)ALK - \ ti` --- I - 4 .. '' • -• •• � VERIFY ROUC IN II E --— coNc s� e OPENN:N� �s R I i COMP-,CTE[ / -� _J \ -III- DIr-+crrs;o►� , e o - J Q° Q° � M.:.^UF•=•CTLh:E�' t --� N_ 4 _©' WIDE �°� J �a�-� 73 ` < TO HOUSE - T L� opr� ° C7 °paw METER I -- --�- - - STRIPPED I PPE D EER - TACTILE �,; - EXTRUDED CONC. CURB— \LL2MAIL KIOSK PLAN I , = 1 -O' bm3-Glom ,41Z 14 -1 -0, 6?�3-D138 '' \ I 9 SIDEWALK RAMP �142 N`5 — b� ARCHITECTS 1 I -- -- 4" A ,X ,4X 14 INCORPORATED CONC. SLAB W C b ti W WWF /. J !I I 4'' COMPACTED GRANULAR FILL. TTP. - -� EXTRLDED CONCRETE CURB l NOTE __ THIGGENED SLAB EDGE "T PROVIDE TACTILE NOTE i SIDEWALK PERIMETER, TY A. EXTRUDED -- COMP. SHINGLE-- - -- WARNING STIPS AT / CONCRETE / CONCRETE CURB- ROOFING aL� CROSSWALKS \. CURB EXCLUDED 3" AG PAVING/ �• ---- 4" CONCRETE ` \ 34 N.W. � IRSIT AVENUE - -- ---- AT SIMILAR / / COI`1PACTED GRANULAFc \ Portland, Oregon 97209 AN 1 �_ _ � /" FILL s6„ SLAB IWITH bxb - -- - 2xb RAKE 5D.— SIDEWALKS \ s 3 ` 95 a J. W.4xW.4 wwF; ( o ) 225 90 fit- / / "� COMPACTED -—- -- -- - GUTTER AND rl CROSSWALK LOCATIONS i � � I 4 - - GRANULAR FILL ________.__ _ - 1 / ,01 / °/ I 3' ASPHALTIC I DOWNSPOUT- \ CONCRETE PAVING, �- 4 \� _--_ �. --- _ _ - COMPACTED ?xb FASCIA RAR \ �, t.t ►t,,. �. I,. A/ _ ' , IS BASE �' �" • ' m �` a �U I -MAILBOXE Ti h, L ' I 2-1'2' WOOD TRIM 1 4" WOOD LAP `III�III�II � O � � I 51D1NG- L" p Q� �o° Q� lm SIDEWALK EDGE AT PAVINGr6`� CURB AT SIDEWALK 2 W w f MAIL KIOSK ELEVATION AiZ NTS 60.�-G143 �11� "' I _ �� 1'� 0 bm3-D131 AlZ ' v -1 -�'•'" �rm3-D139 3" AG PAVING/ :2� COMPACTED GRANULAR &04 FIL L -__ --- - - -A ,- --- HANDICAPPED TWICKENED SLAB EDGE AT \ PARKING SIGN 1:4 SIDEW-aLK PERIMETER, TYP -- - -----4" GONG SLAB WITH 6X6 WI.4XWIA UALF/ \ �' 4" COMPACTED GRANULAR FILL, TYP. - EXTRUDED CCNr-%rE CURB. TYP, 0 b'-0" 5'-0" VARIES , ----- -- -y RECE55ED LIGHT ---- COMP. SHINGLE ROOFING/ -PLANTING BED - -_. - -- BUILDING PAPER/ „ 1/Z" PLYWD. SHTH.! II 4 CONIC. SLA5/ 9" PLYWO Q -� _ - - VARIES - --- - -_ -- $_6 ( COMPACTED S � iT ------ - -_ ?x4 RAFTERS V 'OfGRANULAR FILL - 4<9 BEAM- ---------- --� -Zx BLOCKING / LIGHT POLE I \ O 6 BE`'OND-- 6 b ` 1 - Zxb FASCIA --- 'WAR,INC SIDING_ 4 STIRIPS AND C'ONTRA5TiNG WOOD LAP - a.! Qy • / I U �, GUTTER AND 1'-0" � � 1 1 w' COLOR <T RAMP TYP. DOWNSPOUT— UIOCD LAP S�UINGi -- - - '� F PL.»NtING BED MaILBOXE5---- -- FBB UILDING PAPER/ O g - ------- II ----- ---`- - -- / 112 PLYWD. SI a, G• 4" CONIC, SLAB W.� 2x4's At Ib" O�. FIDERME&-4 L� i MOTE -- REINFORCING,' O b" COMPACTED I SIGN VERt3AGE AND - - TN( +• . GRANULAR FILL- CKENED 5LAB - CURD RAMP STRIPS '"�LORS TO -�, ,n I EIIII - SEE STRUCTURAL rn C) � \ COMPLY WITH STATE I / DRAWINGh O -- - 4" PaIN'ED ; Q * I AND/dR FEDERAL w STRIPE, TTP. REGULATIONS. SLC�P> 8 _8 8 -- - - 11 011 ;Q CURB DETAIL AT PLANTER HANDICAP ACCESSIBLE PT. SILL PLATE A1Z N'b• 6f�3-D141 , PARKING SPOT 3 MAIL KIOSK SECTION . cn E-4 e f Ai,Z 1 8" _ D fv03-Di35 AlZ 1/4''.1'-0" 603-D13' �_ _� ✓a►�IFS SITE --- - --- - - - DETAILS „�„ N.T.S. - N.T.B. - --- - �Ic -­ STRIPS r TACTILE waRlv1N� --- 4 CONTRASTING .OLOR lu , I PARKING SIGN 0 reviA ane: W `�•� _---ter -I -- �- 4" CONIC. SL,'-n1 I _ . COMPACTED NT.S. N.T.S. 3" AC PAVING/ I GRANULAR F ITL - - -- --_ --- date: 06/9/98 r .l 4" CONCRETE SLAB W/ bXb WLd.xW14 WWF - COMPACTED GRANULAR ,I � •-- -- --- -- --- - _.._.._ BAST" Veale: A.�3 NOTED 4" COMPACTED GRANULAR FILL--� DIAMOND MF SH ---- MaILBOXES ' 6 0 SLO�''E 1:12 / 0 TACTILE WARNING \ ap wodC L�+F' drawn: JNC /2 I1 L WfPS"-0 I i job no: 9603 - w _— � -BEAM 1. — - --- ---—-I ABOVE NW ' ':,' ..�irr�.t' . 4, .: SIGN VERBAGE AND I-L4" _ I .�... f� r ►. . : .�: •, STRIPE COLORS TO TRI?- COMPLY RIM WOuD -- 1 - - - -- - -- - -- - - -- - -. - - - --- -- ' :IS^� k? • ' ' .' 4" PAINTED COMPLY WITH STATE � 4ND/OR FEDERAL i STRIPE TYP. REGULATIONS- ( DOWN SPOUT - S" HANDICAP VAN K'ICURB RAMP DETAIL 8 ACCESSIBLE PARKINGK4� MAIL KIOSK CORNER. AlZ ��Ts 603 [134 Al2 � , (c '•14` Al.� j 1/2° = 1 -0° SIT96-0032 6?>3-D136 13436 SW Hawks Beard 3of1S : . ........., s.w:..rm.n-a.wr+r, ••'-.•w..:•wr•+... —.,.,.,.,,._„mnrwn...._.,. . .....-_.....,...._+.../...... ..,.... ..ww....—.-.r+...;wr-. ,.wuw.rr.nln---.....-.wr.ry�rf,...,.,.....,,,_.......—..,.....w.raffia.r.wr...r.wr..s....w.wn-..a.... .rr+aM....... ....,•........w.er►/" :+..,. ... .._....r..-. .....-....—.. _ •-...• .cr.awtnw.•f.s...awMwrw .k1+- `+.'.wrw.r.lr....... .... .... i l' T I I t iT i I I I t i l l l l ,I I I I I 11 I I I I�Tj T f l I l ly1plipillIc THIS DOCUMENT IS LRSS � I II I II ' 1 9T II I �LI . 110 1L. GIBLF HANTHIS NOTATIGN, Z , 4 s7 S� L_-_ Im__ _______IT IS DUE TO THF QUALITY OF /60 THE ORIGINAL DOCUMENT. - -- - --- - - --- --- c1c- - E 163 9�L �T� 9� � >b�Z I IIII IG tL o� I Rt �Ig� IIIIII IIIIIIIIIIIIIQIIIIIIII�I III IIIIIIEIIIIIIIII�IIIIIIIIITIIIIIIIIIIIIIIIII III�IgiIIIIIII ILIIIIIIII191IIIIIII I91ItIIIIIIIIIIIIIIIIIIIIIIIIICIIIIIIIIiIIi�NIII ,I�III�II,IIIIII�IIIIIIIU�IIII IIIIIIIIII,IIIIIIIIIIIIIII III IIIIIIiII 111111111 III,IIIIIIIIII�I-,,IIIIII SAN. t;otWtK MH RIM—T8°�.92 I.E. 119.83 8" W A 19" 21' 41" I.E. 11S.6r'o 8" 5 R = 1"15.00 L5e.45 5- 111, HAUK55EARD ROAD LC S 60' 21' 54" E R �- EXISTING 50 UNIMPROVED 1~M i — - - --- 190 -- -- N acj 54' 13" E ��+� 6 84.-11 ------ -- n - 71-1 " 0-1' 53" _ 12"lU T a :NTE R �0 - -- CT I ON 33 - L = 2 X3.6 2 L C = S a 1" 2 0' 11" W �J - ___ �, �. ,r. -�: Q � to EXIST. / 21.4: / /� `� �- O I F.H. 0 . -- /90 -��,--_ _-_ -_- •, En R C�-�I ECTS CATCH BASIN a RIM 188.94 -- -- _ uJ INCORPORATED i w Zi = 12' 45' 42" 12 / R = 51 O.OG0a . so � > " „ $ 34 N.W. FIRST STREET LC = S (0 23 2 3 UJ A 12(0.10 �� --�� ' `, �V U Portland,50`I) 225-9095 on 209 SAN. ,.E I.UER MN cri � `__ __.__ RIM 184.72 1 X C7 �-� I.E. 115.91 8" N w EX 15T. \ Illy --- 115--1y ('� I.E. . 8" S ► / �., TOTAL SITE NE T Cn ACRE ACBE = -1.9(o Ac. ul � �� IM LLJ I n V J t— r I , CATCH AS! I 5�---" �� /$ RIM 181.04 1 '� � I.E. 118.90 Irri 1 <V 1 l STORM SE IUE�triN RIM 181.(02 ► Q b I.E. 111.30 O �•,_�, 11 W111111111111111 E X 1ST. 5' a, SAN. SEWER w z — I - -- 180 _ -- 01 `! EXISTING CONDITIONS 40P .�. o� PLAN 38.01 N 86 o 28' O1" !(� _ DELINEATED UJETL,4ND i I — u —• 1 revisicne: 01 4�0 - 9—� _ 0 �°�� _ 23' � -� _ - _=x5.31 y 43,E 30�.UN ' = fi fROF- 1_ I' _ �� 4a. � � �J _ - - � _ — __' 4�_ I ��� 3J.(OQ O8 W ( Rev. A GID/3RN 03/29/98 lit ,�- --= _ �\ _ 5 3 19_ 5 82 �h I 41.32 �4-U- - _ - 011 g Q '� N 85 TM`� ,----- 4 1 24.2 �� \ rl • O1 26 -ui ____� - --J N 8`i - =N S2. 21� 23 E N 84" 1 51 E " ' 31 W - S 8h 39' 22" date: 03/29/96 02' 3 S" E WE I LAND`,4REA -- ' cn � scale: 1" = 30' III r ......... � AN. S \. %' WE-I L AND ARE .� — drawn: JRM \ EWER \ i �. /-t BEARIi G AND BOUNDARY REz:OLUTION IS BASED job no: RARA0002 {•�` — ON A 'RECORD OF SURVEY FILED AS S.N. 2:,,214 AT THE WA5MINGTON COUNTY 51.IRVEYOR'S OFFICE SAN�SEWER MH RIM 1`1°1.62 ER \O-AN. ^ _ � Z'� ELEVATIONS ARE BNSED ON CITY OF TIGARD oLWER r F-I BENCH MARK. NO. 211. A BRASS D15C IN CURB ON RIM 112.91 ----- -/ THE SOUTH SIDE OF SCHOLLS 1=ERRY� t�0�4D, 140' WE5T OF T+�E INTERSECTi<�N OF SCNOLLS FERRY �� '. OGD 'I_ I N -- ROAD AND 135TH AVENUE, 2' WEST OF C2UTTER 1 _ SAN. SEWE1i MN INLET, ELEVATION - 193.11 CITY OF TIaARD DATUM x , ( 1eaC3 S I uDY) - RIM 1"11.23 TOPOGRAPHIC SURVEY B*T• DAVID EVANS AND C 1 eUMMEIR CREEK A.550C I ATES, INC. SEPTEMBER 1"B34 SIT96-0032 13436 SW Hawks Beard 4ofls i- 'm?fit IF THIS DOCUMENT I' LRCS TTilllllllllll lllllllll�lll I IIIIIIIIIIIII IIIII 111 11T11r1'imI~711III1 I�lllllll�lliill' IIIIIII �III I IIIIII ! IIIIIIIIII I�ill�lii�lll 1 '�Tl1111111 I�ll � llllllllllll IIIIIIIIIIIIIII 1 LEGIBLE THAN THIS NOTATION, II � b� . --__ L.__ _.S1 __II l_— IT IS DUE TO THE QUALITY OF 16, I No.3tl �'��'^ THE ORIGINAL DOCUMENT. - -_-- --__- _ __-- -- -__ ._..- --- _-�_-- ---__-- _- -- _ — �__ _� _ _ _,�__ _.._-.- ---T---._ —_ .� L�G tri 0 Z I 81�1 ,1 8 i LT 9 I 9 i t £t tit � (lli g 8 � T aIIII IIIIIIIIIIIIIIIIIIIII II,I�IIII �IIII IIII�IIII II�I.IIII Illllll,llllll�flll�llll IIII IIII IIII IIII Illl�lill�lllllllll IIIII.III,IIII IIII III, .III IIII III. IIII IIII IIII IIII IIII I II IIII IIII IIIi�IIII�NII 1. • t. V ''i•moi.�� ': 83 P,' . SEE SHEET 2 OF 6 OF Oi�-51TE iMPROVEMENT PLANS ---PROPOSED A.C. x / 3: PROPOSED PROPOSED EIDGE - x ♦� ,gyp EXTG. R/W 5. W. � ROAD x ( OF PAVEMENT REMOVE BARRICADE " >K x x MATGH EXIST. AC .� a� x ISO SIpEUJsLLK e_ 1 / A x x r 151 �' 189 \ �`"' - _ / ARCHIr v • i 1!I_ _ _ IBS -- - - l H-IT.) ---1' F.1�.""--- - i ' ter.. � . _ _ i �\ � �� � T � .-.. 1� - -- --- 191.0 ^ �. IiVCOhPOI�t�TED &M-5 , -s _ ! 1 � 190.5• c.. .. __-- i ` J J F F 1 I. 192.0 F.F. 192.0 F.F. 191.0 F.F. 19C>.O co F.F. 191).0 F.F:, V30.O F.F. 190.0 - F.F. .F. hl11.0 F.F. i9 ";� ,� I ' ' ` F.F. .a90.1} y O F.F. - k w _ 1 c � � `�' •, 1 190.0 � O-' o IRST ` f STREET K' I _ _ I ( F. �.� 34 N W F 1 I .._ , - , I- 189.5 r " G I ! Portland, Oregon 97209 _. I _� _ -� --- --- i - __ I �� 1 l f 503 225-9095 i -- __ - I _ Z, - I __ ._ - , �''f- F.F. �+9��•... ,�_ r ti a ) ._ �... � j ` J � l- - i - 189•• 1B9.n i � I t ! `� I ----1 n �_ F.F. 190.0 Q F.F. f ii c!� u co u. ap u: cn u; I t4 _ _ - - co c 1 .O F.F. F.F. 88 ( x , U. . 136.5 _ � L: ; _� 'i F.F. �o • I f �, ., II , SJJNITG r , CLUBHOUSE �� o I ,� uvITB - I^ F.r .. 18�J.0 F.F,. 189"O F.F. ,89.0 F.F, ! . -., F.F. 12.0 F.F. I910 F.F. 190.0 _ I i I F.F. 189, W PROPo5 D I ___.1� - - - - _ , - � ---- '� .1 '•- _-_, N c 5.0 s " - CURB AND R F.F. 8 .0 It�B ` - u I F`T8�.5 \ ap I !'•._._." """.rta-' _ , � POOL y . ,. ,� y - � I! _ _ _ F.F. 186.0 D C. -� ...; .•.. � ( o x ."„ SED � � ra F.F. 1�.0 F 18ra.5 �� `ice 18� ........... o +. , ►8 `� I P.F. 1$ . 1 'rJ` o _ 5 Q x zip j� V' {`' �0 X85"0 / F ``,y, 5 - ;>'`' ' '. � L F 185 0 7. F.F. I o r ► _ -'N;TO Q ,, 11 • I 1 9 e. ca L 15!0611 �r 0. 4-1154 co I _ 18 F.F. 18• F 183.5 .. Y • 1 e w , 1� - DITCH INLET �� z x %�'I _ ,a} - f F. 183.0 I Q; w % � _ to -.....moi ll)� 0100 1% ' _ -1- u \C ^� V 1 U� E"� O �Q N -+ i 18,4 �_,` _ �j ' `�-__ -• -J - 1`yo ,� _ ..... . . . 7 --_ 18 _0 r GRADING 1 I PIAN F.F. 185.0 F.F. IB5.0 F.F. 185.0 �i -- - -� - _ I 181.0 -- l -- DITCH INLrz ram O F / ' I i' 0 _ _S 183`0: 180.5 -B 105LJAL E --"` _ --�1 - fi• �8g 0 1� utiles 8 I F 183.4 F'F' F.F. I x • O F,F. 18 •0 �-- �.f- /77C* ) roio 3 ' ` F 180 '\ Rev.. 183 _.__r.-_-.- •'. •� 1 F.F. .O � '•' r'� •O - '1�;�. .. � (11��C R A GID/JRM 03/29/98 IB4 F.F. 181.0 F.F. 184.0 -25' BUfER Rev. H GID/JRM 08/31/98 �- -L �-- ' - 1-- _ NCS F CONSTRUCTION NO E3 date. 02/1-/96 4 _.._r ._.._.. 1. SEES Et=T L F> OR N T a e 2. GRADING SHALL NOT OCCUR IN BUFFER SHALL BE RESTORED TO ORIGINAL CONDITION AT THE END OF CONSTRUCTION ACTIVITIES. drawn: I 3. :.UORDINATE CONSTRUCTION OF BUILDINGS .job no: RARA0002 �c R,N,P,L U►ITN ARCHI I EC1 URAL AND STRUCTURAL '"""- aw; 1 _ • \\ . . � v��. ,, , � � DRAWINGS FRO LCCAT!ON°a OF QETAINING �r w� WALLS. , C 2 , SIT96-0032 13436 SW Hawks Beard 5of15 7 Ifllll "IllllllllllillllllltTt�-tI � T11111111111111111111111111111ITllllllftrll111111111111111111111 IF THIS DOCUMENT TS LESS LEGIBLE THAN THIS NOTATION, L- I 11� S T IS DUE TO THE QUALITY OF THE CP.1 1INAL DOCUMENT. - -- -- - -- -- -- - - _ - ---- - E �L 8Z L6 9G Z 11v11i IttZ �L i�Z OZ eil R]i 11111IIIIIIIIIIIIIIIIIIIIIII�IIIII!II IIIII III IjIIIIIIII IIIIIIIIIlll11111111111T1i.'I !111119111IIIIII�IIIIIIIIhIlllillll!sIIiIIIIIIIZIIIIIIIIilllllll �I I IIII IIIIIIII IIIIIIIII IIII II I I I II I IIII II III�iI I I I II III I II I I IIIII(IIIIIIIII( IIIII II IlI111111111�1111 IIIIIIII I IIIIIIIII r I / r - o 1 od , } + bE E SNS ` W ' E PIO�/EMENTS _ Walla +w:.;; +rr.rw.-...r..n�.....i..•.w..- M ....... 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FIRST STREET _ STA_I+93 I.E. 119.21, 18" CUT (E) RIM 183.2 Q RIM 183 5_ ._._ _____- -._._ __._ _____- Por land, Oregon 97209 110 SHALLOW MN (WE11R -- ._- - -- - -- I.E. 180.5) 5" IN (N) --J -- - 6 RIM 181.1 ' I.E. 180.1 , 12" IN (W) (503) 225-9995 I.E. 118.31, 6" (E) I I.E. 119.94 15" OUT (E) !.E. 181.14, 8" IN OUT ¢ � � I.E. 1 f !.E. 180.81 12" OUT lE) OR � � F_ 118.31, 15 (N) I.E. 118.12, 18" IN (W) I.E. 111.62, 24" OUT (S) ----------- -- ---- _._ .- --.-_-.-.___-_ -- _.__ _-----�- --- - ----- ----- I - _. _ - --- -- -------� ------- --- I GLASS " D " BACKFILL i 0;00 1+00 2+00 3+00 4+00 5+00 6+00 1<'O 8+00 E--4 w LINE t-i ll 5CALE : 1 'I = 30001 ' HORIZ. Ill = E� ' VERT. 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B GI JRM 08/31/98 r ' - / _ - _ �. i • , •t, ... CONSTRUCTION NOTES _. date: 03/29/96 SEE SHEET NO. 4 OF 10 scale: I" - 30. OF PUBLIC IMPROVEMENTS FOR WATER PLAN. drawn: JRM job no: RARA0002 \ _ 27"_54N. SEWER ,�514N. SEWER 1"'1H - 2711 SAN SEWER SAN. SEWER i''+-� - C4 ,s S17.96-0032 13436 SW Hawks Beard 8of'15 1F THIS DOCUMENT 1S LESS �1 Ilf 111 III III III III I I III III III i I III III 111 11i 111 11ill11 1 1111 111 1.11 1111 III III III I I III III III III III Til 111 r 1 11 �Y 111 1�1 111 111 !111111 !11 1111111 III � lil ilii il � ill4lI � 1i6 LEGIBLE THAN THIS NOTATION, - ______J_�_-_ _-.- 1 -___-_� �__--_-�___�-�- �y IT IS DUE TO THE QUALITY OF Pula rro.se �...�� THE OR1G11'iP.L DOCUMENT, - - - - _-�_-- --TT�_._ __._ -TT_- --__-- -- - _ - .- -- - £ 8Z 88 Ghl 9�L Z b�Z STG IIT L I i�� OV�Z 8�T tai I Lli 9T 191 I vlT I Si 11GT I tTi I t I �I 8 I 8 I L I T9 I 9 I f� 9 ��lm�■ (IIII IIIIIIII�illlll III IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII Ilnl�l�� IIII IIII IIIIIIII{ IIIIIIIIIIIIIIIIIII Illi IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII 1111 IIII; ;II IIII illi illi I;li IIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII 1nIlInIIIIIIIIInIuIIIIIII Illllull 64. O N I we r� I 0. CL ti Cj:.c V Q I I W EXIST. GROUND • C SAN. SEWER FINISH GRADE • it SAN. SEWER dq -- - - - _ b" WATER l j `�� - WATER 6T -- -------_-__ + � � I AR 6 670m I - "� 2" WATER I-- 6 STORM h 146 LF ' SAN. 580.010_ o ., gA,,I g.p,010 I CA ARCHITECTS 102 L 6" STORM"1 -/ F I i Q INCORPORATED f` a _--6" STORM 24" STORM 2" W�,TER �, .p.010 i I c� --- - --t------ - - - - �. - 211 LF 6 S -- ----- - ---- ---- I SHALLOW MN ( ¢ � ,0.0206 �r� STA. 8 . 0 i o F „ 5aA, I RI 183.0 a 1 I.E. 118.90 4'1 (IN) > y � I.E. 113.10 6" (OUT) I 34 N.W. FIRST STREET 1-�O _ _ _ __. _ _ _ ___� ____ _. __..-_�___�_____- _ _ -_ _ ---.- �-' • Portland, Oregon 8721 '` H MN _ _ I I MN I MN _ - I20 < 0 (503) 225--9095 5TA. 1.41 CLINE A) • ' 5TA 4+12 (L INE A) STA. 5+14 Q :M�47 STA. 0+00 (LINE 8) 5TA. O+OU (LINE C) RIM 183.2 r STA. 0.00RIM 181.8 i RIM 183.0 I.E. 111.24 (IN) I.E. 116.02 (,IN) I.E. 111.04 (OUT) RIM 1'16.8 I.E. i13.11 (IN) 1 I.E. 110.0 (IN) -- - - I.E. 112.91 (OUT) t.tE. 115.82 (OUT)-_ I.E. 169.8 (EXIST.) (FIELD VERIFY) Cn f ASTM D3034 j 1 i CLAS8 " p " BACKFILL w 0 400 1.00 2 400 3+00 4+00 5+00 6 0 =1+00 H L INE .411 i I � I i ___. NOTE: � 6G,4L1 " = 30' OR I z. GTION N07ES 5 E S��EET NO. c� FOR 0 - --GON�TRU ►---� , 1 " = 5 ' VERT. 0 0 W p" > 190 - -- ------�- --- - .�___ _ _-19F3-.__ __ ___-___ _- ____. _.�_ �__: ____ ----- - _. 9O x o -�Cl FIN15N GRAD SAN. $EllrcR FINISH GRADE s So,:AN. SEWER - , - ._ - I- - -- - - @ x ,. EXIST. GROUND • SAN. SEWER EXIST. GROUND i Q SAN. SEWER V) 2" WATER 4" STORM 1% WATER a Z � 0 - - _ + _ 6 STORM I 244 LF 6" 5AN. 5=U.OI0 n ' o civ • 2" WATEF2 �" STOP I , / - - CO 8 RM a90� �" WATEF2 F 6„ g,4N I .? 190 SANITARY 8" WATER g,al1 5�0 l •? L MN--- ---- I.E. 183.58 (OUT) 1 I \ X03 LF (� �.--'� 15 STORM STA. 2+59 SEWER 18" STOF RIM 181.2 I.E. 151.14 (IN) PROFILES 6„ 5AN ggo 01*,4 I.E. 160.94 (OUT) 130 LF •�_..�--�"" ..__ .. _ _..,__ ------ __---- ------- - - _---.._ _ - - _-- __.. -_ -- MI.4 MH MH STA. 2+33 STA. 0+00 (LINE G) 5TA, 1+30 RIM 181.4 ( STA. 4+12 (LINE A) RIM 184.0 I.E. 119.20 (IN) RIM 183.0 revisions: 7_��_ ---- ^_�_ __ I.E. 115.83 (IN.) ^ - - -- ---- I.E. 119.00 (OUT) ----- I.E. 116.02 (IN) -_ _ __ _ -.- - -----.�__- -- - - ��� Rev. B CID/JRM 08/31/96 STA. - (LINE B) I.E. 1"15.63 (OUT) ---- I:F. 175.82 (OUT) STA. 1+x'1 (LINF A) I RIM 181.8 I.E. 113.11 (IN) I.E. 112.91 (CUT) - date: 03/29/98 ASTM D 5 0 3 4 ASTM D3034 _ CLASS " D " BACKFILLS scale: AS NOTED --------- - ----- CLASS " p " B A C K F I L L • - - ----- � f __._- ------ -- - - ' -�- drawn: JRM 0+00 1+00 2+00 O+00 1+00 2+00 , 3+00 - 4 5 O 1 job no: RARA0002 t' I I I � LINE 14511 i L NE 1111 1 I C4 .o2r SIT96-0032 13436 SW Haw'cs Beard 9of15 IF THIS DOCUMENT IS LESS T1i�l1f+1(((111 111+111 III�I 111!(111 111j1 I III�III IITIr�I 11T11I1 III+I f 1i1j1�1lIIIIIII IIIIIII IIIA I IIIIIII IIIII�1 I�lli�1 i�lll 1 T�lll�l 111 1�1 ililill llillli IIIIIII IIIIIII II 1 I I II �l I I I r 6 LFG1RLfi 'THAN THIS NOTATION, _ _ -- - -----------�-------_-`�. -----__--1 _ -_ �-- • __!� � - �✓L'----�_� _ 1T IS DUE TO T11F QUALITY :1F No.38 THE ORT C 11`lP.l, DOCUMENT. - -- _ ._ -__ __ _---- -_till--- ---I- __ ._- --- -- ----1- - - -- - -- - - - I t11 I I t�7 I UrZ S�t I �I 19T I Qlit ! eTi I iG i I tlt I� �8 IIT I TI I���� IIIII IIIIIIIII IIli�llll IIII�IIII IIII�IIII IIII�IIII (III) III Illi (III IIIIIIII (III (III ILIIIIIII�IIII IIIIIIIII IIII�IIII (III (IIII11111111 llll�llll Illllllll u►1 1111 1111 (111 HII II11 11111111 ILII III till 1111 1III 1111 1111 1III I1H (III ILII (III (III ILII (III ILII Ilillull24 ) 1 54N. SEWER r1� kir f I.E. I.E. •�'✓.�� 8 � t r CONSTRUCT GRAVEL /j7 / 5- W. HAW<55EARD RCONSTRUCTION ENTRANCE `r� 0 N 1 l __T _ - - - CONSTfl lk:T GRAVEL 4=, I✓� GONSTRUC.TiON ENTRAN rT -- C7. w r— .I v IRARI�. i - Q I T� O _ __J ARCHITECTS INCORPORATED C F.F. iy2.0 w a ., r \ - O vii 1 I 1 I, _ = f _ I // SQ• .� - ( �1. W 34 N. I. FIRST STREET r = i I F.F. —'Q. _ en �9 I Q Portland, Oregon 97209 - . - INLET TRUCT INLET I (j/ o (503) 225-9095 I r I I I \ •ON5T _ 1 - -----� - - - ��. .. .4RRIER (TYPICAL) 1 -� n 95 !� L-_ R (T`'FIGAL� —' o� � J : �� _- •r I -.' i ` i I I LL- j eq V J _ , r— •r I r- — I AN. 5 w to , -.. -- .,p � '• •� 11'1 $ I I Q I Q QI QI U I Q Q U Q Q ; r "' r---=1;: I . ,�. I _.._. ;" ', I.E. 1'15. S = r r r csCl l .�'l; n� -�'U_ �� _ ___, - - u_ t ., ►i li u_ - ! I 187.0 cn r ' ,� F.F. 188.0 1 � .-. F. r- CLUBHOUSE m '192.0 r- 191.0 .F, .90.C� i - -- - Ci ".". J,.✓ --- - - --- -- 1 - , _.. F.F. � ' I F.F. 8.0 5.C jos _ ! FOOL t1J FR .1=. yGG. 1 I ..G. t� 5_ � r:Ot1STRUCT INLET E Ell _ ►- ;., I 1 _ '' -_ I ;g I � i F.F. 1��.0 Va � do �- \• , _ ,_ _ / F _ - .�� I �: �, STORY' 5E ER_i"'!� ° z 01 E- J ,,.� I jF.R.I 1 CONSTRUCT BIOSAGS 1 ; �+ p, a°. _... . ._ _.. ... .. ......._... , - ;' 184• ,c �3':�-....__.._ 8� I I r BIOSIJAL d C ._� _ .._. _ i ,' .,... : ' '. '•. - __ . 184 'F,�•. .O •� CONSTRUCT z SEE)IMENT POND -.�; W ty •• ; , //f) ,h r".- III ' 1 ,;;` 1 V - - • z qr t!1 \ - r -- CONSTRUCT 5108AGS IN SU a u LL.�fI _ z _w -- —_ dop -4 _... -.f _ = ._. M .'� ^0 GONSTRUCT BIOSWALE/ /� ^,(r;-_ ,' SEDIMENT POND EROSION t _ i 1 _ CONTROL f r 185'.0 F.F. aE> O F. . 185. ✓ �..' 18�•O ..._.._. I I _ . l _ ___ ---- ' �_ _-_.___.._.. .._ .. 186 r>_ -•+_ �� . PLAN Tj � �. __•r.=--- - ---- .- _-�.- �.�• I�E � A _ - / ' _ , p >~,�, 183:a �.t , GONSTRI.CT SEDIMENT FENCE , OI r.N ,� _. _ --18 Q �.F X 83 - S J.O ' a •O ' �;� ' ,' �', 1 3,0 ._. 1 revisions: � F F - goo `� O F,r. 184.0 F.F. IS4 p _...- "- -_...-- - Rev. ACID/JR1l� 03/ -�� - .._ - ..__. ,` •,,.-- -•_._ �_.,...__ • `" . _ NOTE: ,. I I ..._.._._._ _ -- _..._...._.._. ..�—wean 5EE E E T NO o FOR _.._. .. - ' - . _ _ -... • 00r RUG mill date- 03/29/96 WETLAND ER ___....__...._...._._.._ ._......_.__ . .� Idrawn: JRW 2� r 5ANj job no: RARAUQOz ----- EI.UER \ SAN SEWER i-1H _ -`` — -- '-----____?�;' SAN. g_EU1E�e? R SAN. SEWER - -------- -- J C5 ,o 1 � •('96-0032 ' 13436 SW Hawks Beard IOoF15 '•'*AM..':.+ v''�1gM AIM A+aYi•:lAi.+1Rfi,7 k•.rn ar7•4Mfti1/�:: IIM�1r71R ►�, �.�nwWlj°.,,• - ... ',r< �' � MIr�.�w1Y.t.wN+,�+,.•r�n....nspnttllaeeler.rMU+,..a.,°w....w•>w....,.r., .,ww._uew.r.way+. ..c...wrr..ra►MMh+,...a„+a.nr.anrs"«..e.-+..wArruylr6•r.r.arlra+..w.«.r wsntw. w..•...... __...r.a....++... - .... IF THIS UOCUMFNT IS LM.,,S Tf'I 11111111 IIIIIII IIIIIII IIIIIII ' 11111 Illlli , { 1111?1T�1 1�11111111I1 I II1�1�1 IIIIIII. IIIIIII Illil I IIIIIII k11 11LFGIBLF THAN THIS NOTATION, 1 - -- - -- - I - --- - -- -- `� - -- -�._ - ---�---I�1- ' - - 0� - f T I S DUF TO THF QUALITY OF THF ORTGINAL DOCUMENT, 1 ww l 1 9Z 4Z ibz ult TZ 07, 6i ft1i L�T 9i 4T iNT EI ZT T�T i 16 ft L �9 ll�ll Rz ' Illl�lll�lllllllil�l►�� llll l�lllllll 1111 1z 1�1�1 l�llll�ll llll�l l�lllllll Illlll�������llllllllllllll�l�{�III!�I���I��III�� IIIIIIIII 11111111 �111111�11 IIIIIIIII��ll�llll�llll�ll�ll�lll�lll! ILII IIII II�IIIIII�IIIIIIIII�IIIIi1TIIIIIIII�IIIIfIIII III�IIIII IIII��III , Ulil, IIIII�Ii1l 4' MIN 1' OVERFLOW DEPTH WITH GRATE a STAKES (2'X 2'X 3') / 1 OUTFLOW ' 2' SETTLING3 + 3 a DEPTii i CHANNEL IF 1 .�. sin CONSTRUCTED - 's :;': 1' DEPTH BY EXCAVA T IQN 21- 4' ROCK r w 15' SEDIMENT STQPAGE 1' DF.NTH - ----- --- S� 'v >`c I 3/4' 1 I/2' ASKED GRAVEL W J n CROSS SECTION NTS NUTS: MAY BE CONSTRUCI1_J BY F11. TER FABRIC J EXCAVATION OR BY BUILDING 4 BERM. / ctl�(�1>;Ev a n r vyv 1p, I✓ RA _1( 1111V SPIL I D o v v �� �i f�< ��.__ .� �%' � ;•� GTN InKf.s Sa 9 p _ v4 v • n (� ARCii I ECT b U� c •� *-`� .�`k,' r �` �� ----- - -- — Kt•;.,., , o TFIIL. ER FABRIC INCORI RA _5' MIN.r Q CLEAN PIT RUN OR 2'-MINUS GRAVEL VJNO O� (�L�'SS kUNOFF WATER QW`�tr�S�IE. +� d>O' ov`Coto'cc o0 BoL000' t WITH SE DIM"NT SUBGRADE REINFORCEMENT o - ou � V101 GEOTEXTILE, AS REQUIRED 34 N. FINST STRE _ Q �• Portland, Oregon 972 �' J e MIN. ¢ a (50:Sj �25--9095 2' SETTLING DEPTIi (! '4 d, c �o..�r� ° o e ° o� T� DEPTH n a :$ 1' DEPTH OF 2-4' ROCK (TOP) 1' DEPTH OF 3/4'- 1 1/2' WA$HkD GRAVEL (HOTTON BURIED FILTER FABRIC •?0' MIN, FnR SINGLE FAMILY AND DUPLEX RESIDENTIAI (MIN 4' DEPTH) SE- DIMENT TRAP I:M LE l NT$ NOTE. A FILTER FABRIC FENCEI Tt �R(C INLET � T �t �j ( Q � fy ^G��TR �T I ONNT�4NOR SIMILIAR FILTER MUST BE 2 C r CONSTRUCTED TO FILTER RUNOFF FROM THE SEDIMENT TRAP PREIR J TO DISCHARGE FROM THE CONSTRUCTION SITE. 1�+ 5EC) I TENT TRAP 5. NO TEI Q STA:;ING OF BAGS MAY BE REQUIRED USING (2)1'x 2' WOOD STAKES CR APPROVED • /,, ���•�`�~ EQUAL PER BAG, -AERIC MATERIALF ILTER USE STITCHED LOOPS y \ f FILTER F FABRIC OVER 2'x 2' POSTS � �J- w+-�1 0 36' WIDE_ ROLLS MATERIAL --� ► TOE OF SLOPE OR STOCK F !�2 0 ILE - �-+ (OR LCCATE ON SLOPE CONTOUR - Q` a CUT BINDING W1RF /STRING I OR UST_ AS FLOW DIVERTLR) .ti d,' O ».: AFTER INSTALLATION h' � E-� F'' . `0 IS COMPLETED «.• I F�pW � � � W � \( I -- ------ - G'MAXIMUM SPACING ✓ O co E--' IS, c"v FRCINT V I f-_ W SIDE VIEW NTS NTS PLAN VIEW BALES TO BUTT NTS EROSION TOGETHER CONTROL -- DETAILS ANGLE BOTH ENDS OF FILTER F ABRiC 1 _ {• .,, > :btu: 1�:<5 :;,` .:;:: a:^t. b OVERLAP FENCE TO ASSURE SOIL IS l RAF,F ED `: »:� '��� ► ':; :. :1 �, P 'A' TYPICAL I BURY BOTTOM OF FILTLR FABRIC 6' Pt, B' revisions: 4. VERTICALLY BELOW FINISHED GRADE. / 2, 2'x 2' FIR, PINE PR STEFL NOTES, ~! \� Rev. A f11D JK. 03/29/98 2 2' x 2' x 3' INTERLOCKED FENLE POSTS. x EMBLD BALES 2 TII 4 INCHES - NOTE, � ,.._...-...._.. c'x 2' POSTS 3. STITCHED LOOPS TO BE INSTAL;_EL' STAKES EACH BALE 0 DRIVE STAKES MINIMUM 12' PT. 'A' MUST BE 6' DOINTO GROUND SURFACE DOWNHILL SIDE OF CLOPE, >r DRIVE S i AKES FLUSH TO MIN, HIGHER THAN AND ATTACH PT 'B' T �� ^ �� r I �Yv� 4. COMPACT ALL AREAS OF FILTER FABRIC TOP OF BALES S F_ NTS C T I FIN A -- � J P I TRCNCH, �i ate: 03/29/96 STUSAoVR�AN = �ouSctle: as _no.T-FD 5DIFENCE. - -� 51C , � -p /� /• •�- � ' I i dra r-n: JP!wi IDI a . 2 S f 196-003 2 13436 SW Hawks Beard II of 15 �M.x...v+..-..........w •etiilt�.- :w.r:.:.:rnx.r..3e.,.:._•. ,.,........ar:s-...�.y..w.:_.� .a_ .,:=1+�-a .,.,, - .__..r6Y�aa,awdwr-ws.....�..a..+r:,w...�rr..w+.. ...,,,++ruu.e,uac.,w.c�.._.:o::,.. .»"c.... c..Ivi:aaua�Rt1/� Y�6vt,�-^ :..yee,. .o�.._..r.. _wc....�u.•»�...ur-.._... ia.....,_._...__ ....r.+...a...._. _._._..._., ---- -___-__.__,.._........._..v.� •-��.�...-_.._..__.....r.- „__.�. .,__.—_.._ __.. r..._..._.—_._........ ..,... - -- - .. ... - IF THIS DOCUMENT IS LRS Ir I III 11.1 III III I I III IIL•.•III I I III III 11T 1�1 III III III I 1111 111 111 III Ili III III I Lill ' III III III 111 111 111 1 T 111 111 111 I I III IIl IIIIIII III III VIII I LFGIBLR THAN THIS NOTATION, - - -1-- -----_.� ---�- __.� __.__.._.!L___-------_- SL_,-- ---._..✓L _ ��_ 1�-------J a4si 1T Ic DUE TO THE QUALITY OF No ae �= rbc THE ORIGINAL DOCUMENT. L� ! 9 Z 4�Z tv Z � E�L �6 I IlZ Illll llll�ill�lllll�I II IIIIIIIII I�IIIII!I ►IIIIIIII IIII�IIII ILII ���► IIII�I!II ���� Ilil llll1ll101 jOlllll6111 11illll►III�IIII,�II�II ���1,1lill I!III 9���,I I il,i I E 9�� ILII !III ILII ILII ILII ILII ILII ILII iIII�IIII lIIII1J11 .r GENERAL C0N5TfRuc-r l ON NOTES �---, I. BEARING AND BOJNDARY RESOLUTION 15 BASED ON A RECGF!C OF 5URVE:Y WATER cal V 6T I ION NO� FILED AS 5.N, 23o214 Ar THE WASHINGTON COUNTY 5URVEYOR'5 OFFICE - -- ?. ELEVATIONS ARE 0A5EP ON CITY OF TIGARD BENCH MARK NO. 211. A 1. AN ESTIMATED 12% OF THE WATER 5Y5TEM C05T5 MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION 13. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 1.F+ FEET VERTICALLY OF A WATER MAIN SHALL. 5FE ENCASED _ BRASS L>15C IN THE CURB ON THE SOUTH 51DL: OF SCHOLL5 ROAD, ON WATER LINES AND TO REGEIVE TIGARD WATER DEPARTMENT t TWD) 5TAMPFD APPROVAL ON IN A REINFORCED CONCRETE JACKET 6" THICK FORA D15TANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING WHERE 140' WEST OF THE INTERSECTION OF SCHOL- L5 FERRY ROAD AND 135TH GONSfRUCT104 PLANS. CROSSINGS ARE NECESSARY, THEY MUST 13E MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST IS" OF SEPARATION � k, a AVENJE, 2' WEST OF GUTTER INLET, ELEVAriON = 193.11 CITY OF TIGARD DATUM. Y MAIABELOW THE WATER LINE. r♦ y ��0 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TWD STAMPED APPROVED PLANS ON THE CONSTRUCTION v 3- GON 'R.+L'T:�R SHAL!_ PROCURE AND CONFORM TO ALL CONSTRUCTIO!� SITE AT ALL TIMES. 14. ALL h1AIN5 SHALL BE TESTED AT 150 P51 FOR ONE (!) HOUR 11,11144 A MAXIMUM L055 OF 5 PSI. STATIC PRESSURE PERI`1 T5 REQ,JIRED 5Y CITY OF TIGARD. CONTRACTOR TO NOTIFY 110 PSI. O m CITY, -AND ALL UTiLIT`r COMPANIES 48 BUSINESS HOURS PRIOR TO 3. GUR136 MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS. �. W START OF COh.STR,iCTION, AND COMPLY WITH ALL OTHER 15. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO 0151NFECTION BACTERIOLOGICAL TESTS � REQUIREMENTS OF OR5 15"1541 TO 151 511. 4. NOTIFY TWD 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO 5EII UP A PRE-C:ON5TRUCTION MEETING. WILL BE TAKEN BY TWD. TELEPHONE (639•-1554. 4. ALL EXISTING FACILITIES TO BE MAINTAINED iN-PLACE BY 16. CONTRACTOR TO PROVIDE A ECLIPSE NO 88 SAMPLING STATION MANUFACTURED BY KUF'F*ERL_F FOUNDRY, 5T. LOUIS, THE CONTRACTOR UNLESS OTHERWi6F SHOL,N OR DIRECTED, 5. ALL WOW, SHALL BE IN ACCORDANCE WITH AWWA AND TWO STANDARDS. MO 9?3102. THE 5AMPLING STATION SHALL. BE 2'-0" BURY, WITH A 3/ 1•" Flo INLET AND A 3/4" H06E NOZZLE. ALL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON- REMOVABLE, ALUMINUM-CAST HOUSING, WHEN OPENED, THE MAINTAIN, OR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER 6. ALL WORK WILL BE INSPECTED AND APPROVED BY TWD. STATION SHALL REQUIRE NO KEY FOR OPERATION AND WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL l!OWING FACILITIES AT ALL TIME DURIPY..s CONSTRUCTION. CONTRACTOR TO PARTS WILL ALSO BE OF 15RA56 AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBE LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER THAN ORIGINAL 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, GEMENT-LINED. PIPE WILL BE TYTON JOINT DUCTILE IRON, (STANDARD) WILL ENABLE THE STATION TO BE PUMF E!-) FREE OF STANDING WATER TO PRE'/ENT FREEZING AND TO RA CONDITION AND TO THE 5AT15FACTION OF THE ENGINEER. GLASS 5?. MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND !/4" BALL VALVE SHAL_L BE PROVIDED VJ t IN PLACE OF THE 1/4" PET GOOK ON THE VENT PIPE. 5. ALL WORD SHALL CONFORM TO THE CITY O- TIGARD STANDARD DETAILS 8, 36 OF 3/4 MINUS GRAVEL COVER FOR ALL WATER. MAINS IN STREET AND RIGHT-OF-WAYS. AND SPECIFICATIONS, TIGARD WATER DISTRICT 4',C), THTWD LATEST EDITION OF 11. WD WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO ASPHALT PAVING OF ROADWAYS ANO � T �mi, ,-,mom, THE STATE OF OREGON SPECIALTY PNG 9 LUMBICODE. . ALL VALVE OPERATING NUTS SHALL BE WITkIN 36" OF FINISHED GRADE, OTHERWI,M12)E VALVE OPERATING NUT PARKING AREAS. WATER METERS WILL BE INSTALLED BY Tl.� UPON INDIVIDUAL REQUEST AND PAYMENT BY DEVELOPER V) � � L1��vj 1 j'_J X../ l FXTEN5ION6 WILL. BC REQUIRED. 'n U Q IS;. ALL EX15TING OR CON5TRUGTED MANi-40L.E5, CTWD OF MONUMENTS, 18. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADV16E TWOF Q INCQRP�RA�rED GAS VALVES, WATER VALVES AND SIMILAR STRUGI'URES SHALL BE 10, POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQUARE FEET BEARING 5URF4CE ARE REQUIRED AT EACH THE TOTAL CONSTRUCTION G05T5 TO WHICH WILL BE ADDED 10% FOR TWD INSPECTIONS, WATER L068, OVERHEAD, Q TEE, C:RO55 AND BEND LOCATION. ADMINISTRATION, SAMPLING, ETC. AND 29.E FOR ENGINEERING REVIEW, INCLUDIi`IG "A5-BUILT" DRAWINGS, UPDATING MASTER ADJUSTEr) TO MATCH FINISH GRADE OF THE PAVEMENTS, SIDEWALK OR LAND5C,-►PE AREA WHEREIN THEY LIE. MAP, INTERSECTION MAPS, ETC. co o �i 11. FIRE HYDRANT ASSEMBLY CON515TS OF AN MJ X 6" FLG TEE, 6" FLG X MJ CsACE VALVE, 6" MJ X MJ HOLDING z SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1,4" MDV, 3-PORT (2-2-1/2" NST > 1. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES NOSE CONNECTION, 1-4-1/2" NST PUMPER), 1-1/2" PENTAGON OPERATING NUT, CPF_N LEFT, COLOR: YELLOW. w 34 N.N. FIRST STREET SHOWN ON THE PLANS ARE COMPILED FROM AvAIL<i13LE RECORDS APPROVED EQUAL. Q Portland, Oregon 97209 AND/OR FIELD SURVEY$, THE ENGINEER DOES NOT GUARANTEE THE MUELLER CENTURION A-423 > (.3 ACCURACY NOR THE Cl_�P'1PLETENE55 OF SUCH REGORLS. GONTRACTOF' WATEROUS PACER 690 20 o u( 503) 225-9095 TO FIELD VERIFY LOCA IONS SIZES AND DEPT)45 OF .ALL EXISTiNG UTILITIES CLOW 1-I>=DALLIDN PRIOR TO ORDERING 1"''ATERIAL AND STARTING CONSTRUCTION. 12. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE- BLOCK WITH 14'2 CUBIC YARDS 3. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL OF CRUSHED I-1/2"-3/4" DRAIN ROCK TARPAPER WILL BE LAID ON TOP OF SHE DRAIN ROCK TO SEPARATE EX15T,NG UTILITIES WHERE NEW FACILITIES CRO55. IF GRADE THE ROCK FROM THE EARTH COVER MOCIFICATION 15 NECE55ARY, CONTRACTOR TO NOTIFY ENGINEER 5151E V I AT I ON L EGFEND PRIOR TO CUNSTRUGTION. -r. S. UPON COMPLETION OF CONSTRUCTION OF PUBLIC UTILITIES, S NI I ��� S�I1 (�� Na��S; GB CATCH BASIN EXISTING PROPOSED CONTRACTOR TO SUBMIT RECORD DRAWINGS TO THE ENGINEER FOR - '+ � I�1 CL CENTER LINE �-^ 15UBMITTAL TO THE CITY OF TIGARD. CO CLEANOUT FOUND MONUMENT �/J 1. SANITARY SEWER PIPE TO BE PVC 1N CONFORMANCE WITH ASTM GONG. CONCRETE A DEA CONTROL MONUMENT !0. CONTRACTOR TO COORDINATE AND PAY ALL G0576 ASSOCIATED C-30340 SDR 35. DWG. DRAWING 1G-1 WITH r 4NEC',;NG TO CITY SEWER AND WATER FACILITIES. COR AD INCA NOTE C.5: ® ® %! 2. ALL NON-METALLIC SANITARY SEWER PIPING SHALL HAVE AN DIP DUCTILE IRON PIPE WATER METER 11. CONTRACTOR TO REVIEW AND C'_ONFOR',1 TO ALL CONCLUSIONS ELECTRICALLY CONDUCTIVE INSULATED 18 GA COPPER TRACER WIRE EXIST. EXISTINGCATCH BASIN AND RECOMMENDATIONS MADE IN THE 5C!L5 REPORT SPECIFIC 1, ALL WORK SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS THE FULL LENGTI,a OF THE INSTALLED PIPE USING GREEN WIRE FOR s !�1 � FINISH FLOOR TO THIS SITE, OF THE CITY OF TIGARL' AND THE 51TE GEOTECHNICAL REPORT SANITARY SEWER PIPING. FOR THE PROJECT. FH FIRE HYDRANT MANHOLE O 12. GLASS "B" TRENCH BACKFILL TO BE UNDER ALL ON-SITE PAVED ?. �.ONTCURS SHOWN REPRESENT FINISH GRADES. IE INVERT ELEVATION CO O AREA5. C_ASS "A" BACKFILL- TO BE UNDER ALL ON-SiTF_ NON-PAVED AREAS. ALL BENCH BACKFILL SHALL CONFORM TO TIGARD WATER LF LINEAL FOOT3. SUBMIT COMPACTION TEST RESULTS TO THE ARCHITECT AND 0 WATER VALVE 4� DISTRICT .-SND UNIFIED SEWERAGE AGENCY STANCARDS AND ENGINEER FOR ALL STRUCTURAL FILL PLACED. Com' �(�� �E�E� NOT ES; MN MANHOLE � FIHAT SPECIFICATIONS. MTR METER REYDRN 4. SEED ALL DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION PVC POLYVINYL CHORIDE 13. AFTER INSTALLATION, MARK "NE END OF ALL UTILITY' STUBS WITH A E:R0510N CONTROL NOTES (BELOW). i. ALL ON SITE S FORM SEWER PIPING IS PRIVATE. RU51 BLOCK • FI,RE55URE TREATED 2-X-4 F'05T f=o.INTED WHITE AND WIRED t0 IN ACCORDANCE WITH TH PVT PRIVATE PIPE STUB. P05T SHALL EXTEND 12" A0-0\,'E FINISHED GRADE. 2. SEE SPECIFICATIONS SECTION 02-120, FOR ACCEPTABLE STORM SEWER MATERIALS AND PRODUCTS, 5 SLOPE TELEPHONE RISER SAN SANITARY 14. POWER, TELEPHONE AND GABLE TRENCNIN(:s .AND CONDUITS TO BE P � 3. REAR HALVES OF BUILDINGS ADJACENT TO SIGN AND POST IN5TALLEC PER UTI1_ITY' COMPANY REQUIREMENTS WITH PULL WIFE. 5D STORM DRAIN z VERIFY WI'H UTILITY COMPANY SIZE AND TYPE OF CONDUIT PRIOR TO WETLAND WILL DISCHARGE ROOF DRAINS STD. STANDARD � o LIGHT POLE � R CONSTRjCT.ON. CONTR _TOR TO GDORC�INATE WITH ARCiJITECT, DIRECTLY INTO WETLAND BUFFER c. tB THRUST BLOCK ENGINEER, POWER, TELL=PHONE AND GABLE TV COMPANY FOR LOCATION W WATER Lp� POWER VAULT OF VAULTS, PEDESTALS, ETC. W/ WITH ON CONIFEROUS TREE REMOVE15. 5EE ARCHITECTURAL PLANS FOR SITE LIGHTING, DI1-TENSIONING AND CONTINUATION OF ALL. UTIL.ITIE5 IN51DE BUILDINGS. DECIDUOUS TREE REMOVE 50 STANDARD M.H. U Q % X ,� RUNGS 12" O.C. _ _ EDGE OF A.C. W Cr a ''�" I LOCATED ON VERT. OO T EfRO& ION COh I I �1 I RO J,_ �.)T E 5 k�� SIDE OF MANHOLE, / �� COHERE E WALK [ _�� � � �► H IG ;�j _ '1 WITHIN 24 OF d O D - ---- ------ - -�-- -- -- - �� OO E. COVER AND FLOOP_ NOTCH LID WATER LINE CA6TIRON O O FOR LIFTING O O O O (n 1. OF THE EROSION CONTROL ELEMENT DOES NOT FINISH GRADE R HOOK (TlP.) O O GAS - GAS LINE O td CONSTITUTE AN A' f'ROvAL OF PERMANENT ROAD OR U x DRAINAGE DESIGN. SET FRAME ------- - `� � _ -SAN 5 IN ------_ \ EWER LINE W Q IN NON-SHRINK ---4" CONCRETE EXTENSION RING. O \ O 2. IMFi-EMENTATION, CONSTR.ICTICN, MAINTENANCE, REPLACEMENT GROUT INSTALL 45 REQUIRED SO BRING ---�--�- *- STORM LINE AND UPGRADING OF ALL ER051ON CONTROL ME45URE5 15 THE MANHOLE COVER AND FRAME TO 0 RESF'CNSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION DESIGN GRADE - MAX. 3 RINGS IS IS COMPLETED AND APPROVED AND ALL VEGETATION/ OR 12" MAX. r ►•-� O N LANDSCAPING 15 ESTABLISHED. ��__ j' PZn 3. THE Eh20SION CONTROL FACILITIES ON THIS PLAN MUST BE ECCENTRIC MANHOLE TOP C:)NSTRUCTED IN CONJUNCTION WITH ALL CLEARING ANpz STANDARD _ _.__�-___ PREFORMED PLASTIC GASKET SANITARY SEWER COVER STORM SEWER COVER '1 GRADING ACTIVITIES TO ENSURE THAT SEDIMENT-LADEN 48" MANHOLE 1, NATES WATER DOES NOT ENTER THER DRAINAGE SYSTEM OR VIOLATE - RISCF:S MANHOLE FRAME APPLICABLE WATER STANDARDS r AND COVER -� UNDISTURBED EARTH `o L a 4. DURING THE GON5TRUCTION PERIOD, THE CONTRACTOR 5HALL _ 48° _ _ 24 �� FDETAILS 0- UPGRADE AND MAINTAIN "LL EROSION CONTROL FACILITIES AS RAM-NEK JOINT � �� � -�L � F FINISH SET 7RAME NEEDED FOR UNEXPECTED STORY EVENTS AND TO ENSURE THAT MATERIAL OR 1 \� -- _ -F,,.`;,-ate �� GRADE IN MORTER 5EGIMENT-LADEN WATER DOES NOT DRAIN FROM THE 517E. Irl EQUAL - ALT. � JSE 3�4" !`11N,15 CRUSHED ROCK L�_ -.i, GROUT - - ��_,. --- - 'OMPACTED TO 95% IF �`�- ------�7 Q � � BACKFILL ��. I 11 5. ALL ERE' TION CONTROL FACILITIES SHALL BE INSPECTED DAILY (Y -' \\��� MANHULF 13 L OCATED IN PAVED AREA �__ 22 revisions: BY THE 'ONTRACTOR AND MAINTAINED 45 NECE55ARY TO j 4" r o � USE SUITABLE N��TIVC BACKFILL ENSURE HEIR CONTINUED FUNCTIONING. i Rev. A GID/JRM 03/201,198 W \��\�� MATERIAL IF MANHOLE 15 LOCATED = 27++ � � _ - ..- --- � -- - Al o 6. DURING INACTIVE PERIODS ON THE 51 T E; THE CONTRACTOR oo�� \ OUTSIDE OF PAVE AREAS. MUST INSPECT AND MAINTAIN EROSION CONTROL FACILITIES \\� RN I : ONCE A MONTH OR WITHIN THE 48 POURS FOLLOWING .4 STORM -+{6, III/Fr . MAX �- / _ t RAM - NEK JOIN 1' EVENT. I SLOpe _ - - ADD RISERS - MATERIAL OR EQUAL _4" `'� ``� 45 NECESSARY 1. AT NO TIME SI•;ALL MORE THAN ONE FOOT OF SEDIMENT BE - ------- __- ap_T- --,. ( -_._-___---- _.-- -------- --- ---------------- --- ---- - - , -'-- -- _� PIPE. SIRE A8 -�_. _ ._._ _ _ _ .Q�--- date: 013/29/88 ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. I 23" a ALL CATCH 5A51N5 AND CONVEYANCE LINES SHALL BE --- - SHJWN ON PLAN ____ _r_. a ` CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL e - _._.241/21__ 9 � Q scale: AS NOTED NOT FLUSH SEC'(HENT LADEN WATER INTO THE DOWNSTREAM -'- - i-' ---�- O o ° v o a " uo o a o ° 0 31 Q Q drawn: JRM Y,�TEM. 8" MIN. - f ---` 12" LAYER OF 314"-0 CRUSHED ---- 11 ROCK COMPACTED TO 95%. • ` 8. STABILIZED CONSTRUCTION ENTR.4NCE5 SHALL BE INSTALLED -- - - ----(o -�- ---------- NOTES: _--" �-0- - 9 6" LAYER COMPACTED job no: RARA0002 AT Tr-1E' BEGANING OF CONSTRUCTION AND SHALL BE MAINTAINED MIN. -- +� °�p o ° �Cd GRAVEL (3/4"-MINUS) FOR THE DURATION of 1HE FROJEGT. ADDITIONAL MEASURES NOTES: I. H8A�/Y DLITY MANHOLE FRAMES AND COVERS ARE TO BE U5ED ON ALL 00 0 ( it'd°C MUST BE T44KEN BY THE CONTRACTOR, WHEN NECESSARY, TO -- MAN-40LE`-) UNLESS OTHERWISE APPROVED 51- U.S.A. ��° � °�p ENSURE THAT ALL EXISTING PAVED AREAS ARE KEPT CLEAN I. POURED CONCRETE_ BASE - 5 SACK MIX, 2500 P.S.I. 2. SOLID LIDS MAY BE REQUIRED IN CERTAIN CASES. FOR THF DURt=TION OF THE PROJECT. AT 28 DAYS. 3. COVER AND FRAME t0 BE MACHINED TO A TRUE BEARING ALL 4ROUND 6'-O" MiN�_ 4, USE 16 HOLE LID FOR STORM 5E111ER S. HYDR06EEC, MULCH AND FERTILIZE ALL DISTURBED GROUNL NOT 2. FOt GROuVED INVERT AND MAKE 5URF4CE 5•MOOTH 5. USE 6uE3URBAN TYPE IN NON-TRAFFIC AREAS ON0- RECEIVING HARD SURfAC'- "T THE EARLIEST P06515LE TIME. TO DIRECT FLOW. USE SEED MIXES ,"ND R/ -6 A5 PER "EROSION CONTROL PLANS. TECHNICAL GUIDANCE HANDBOOK PRODUCED BY THE CITY DF FORTLANp AND WASHINGTON COUNTY. STAND Ar"WRE0.), MANHOLE �, RAME AND COVER- 3 HALLOW ���O� FLAT TOF MANHOLF, ID. CLEAR F'LASTIG SHEETING5HALL BE INSTALLED ON AREAS C6 SEEDED BETWEEN NOVEMBER I AND MARCH 31 AND WILL REMAIN G6 N.T.S. �91N.T.S. C6 N.T.S. UNTIL VEGETATION 15 FIRMLY ESTABLISHED. SII 90-0032 13436 SW Hawks heard -� r ) - � Y , •ar - 12 ot'15 IF THIS DOCUMFPIT IF LFS� Ili 11 1 III III III ' l l I I III III ILII I III III 111 111 III Ili 1 1 1 I I III III III S I I ill III III I I III III III III 1 1 1 1 11 I I 1 1",' Ili 1 1 1 111 111 ! l l III I I I I I l l III III V I I I 1,FGTBLP.D F TO THIS QUALITY 'ICN, i_��_.�--------�-- IT IT DUF 10 THF LIALTTY OF �e THF ORTCIN11.I, DOCUMENTN . --- . T -- --- - --- --- --... -- - --- -- - - --- -.__ - ------ --- --__ _ .___.--- --- o. � __.._... 1 £ 8Z 8Z 11,Z 8Z� �Z 4bZ I fiZ I �L lil III OZI 181T 8i L�T 8i Qt 1bT fi1i Ti tt i �6 IIIIilJIB 8 -- L I 8 9 VIII 111111111IIIIillllll�11,I T I 111 I �II II�IIII 1 1 1111 I IT TI I! Imo! I II Il�Ililll�llllllll�lllllllllllllllllll (III II III II III illi I (III IIIII�IIIIIIIIIIIIIIl �lllllllll IIIIIIIII IIIIIIIIIIIuI1 nn11T11111111I 11 IIII�IIIIIIII IliJlll ��-- 24"0 ( 8" LONG. COLLAR NOTE. INLETS A.ETO AREA MU5T EOUA� AREA OUTLET CLEANOUT IM. PA /ED AREAS CUT OF P,4\/ED/ED AREAg .'�''*• BE LOCATED 2 FROM &40J-4 ON PLAN. SEE 8 �Y8 3/8" X b'' FiNISHEC GRADE STANDARD CAST RON CwRB 4ND i" BELOW OUTLET 5IZE5 T45LE BELOW. 10" 13 1/2' X b" INCLUDING A5P1.44LT F:N SN GRADE. TAPER AND PORTLAND AC TO MATCH F'N'SH CONCRETE CI=MENT _ • - 0 0 ' GRADE. I- ' I- p b" MIN -�l 1 II b--"-MIN. 28" x 28" G.I. CsRATEHIN3ED CLEANOUT W/ BICYCLE BARS PIP E SIZE A8 a 4► 40OL.TLET /> / -NATIVE � SHOWN ON PLAN .2 DUCTILE !RON 45 BEND a .oot � � � o°oOrFLEXIBLE / li Cc C ACTED PLL ~ T - .OUP"INC3 UUw oo o° 45BEND o / Lij b. 1"I'N w %'_o r_RU&4ED Rock OR � 3 1\ v 5ANU L''"PLY"1NG LUIT" O c O p(� / / / \/ 1 _ _----- SPEGIF,cATION SECT,ON 02200 / / /\\//\\/ Q- Z WYE BRANCH- �o u O _ ,D Lu PIPE 52E A5 Q _ _`--I-I I _I - cOMPA-TEC) TO 55% o / / / / - O, -III - 31•,OuJi ON PLAN �.�\ ii // \\•;�\� n �� /�°� It= 3/4"-O" GOMF'AGTCD Q O i n n v / . -o _ r v 7 - u� ° o / , CRUSHED ROG< BAC'XFILL / _,4 } u - oo°O o //\/ N ���-1��,�- I � •Io° 0 Qpm/ � Qoo =III / ' ° ° /�\/ I ___ PROVIDE t SECURE; INSTALL ' o /� Q - I I PLUG W/ RUBBER RING GAS<ET I --DUCTILE Ii•20N PIPE fl O o 00 00 o \\\� > -_-__ I a - - i;III. Q D U /\/ - °O °. 13O ooO oo° .paQ. O op° O v RA \ ENGTN VARIES ° ° o /�\/ -III-i I I,---_-- -_- T __I I�I I_I E- 00 III. I-;I 11 _1 I I. 1 II i I-1 I I;III-1 - 24" 5Q. 10 GA. OR �:4' \� P' AT INTERIOR ! O /\\' _ U \ IE AS 5,40WN �- Ev °o0 00 ono o p ,\ } I III- 'JN PL�.N5 EXTERIOR PAINTED �1 ! I I II I I =,III I-" � � R ARCHITECTS W/ A51F"ALTIG PAINT o \ -- - - PIPE 45 5•4011JN INCORPORATED\� 3'4" CRUSHED ROG+< ON PLAN :. 1 I 10E 5EDD INCS AND eACKF I L L � 5TANC>ARI' CLEANOUT10-a � 51'�'�ON CA�'C� �A� IN fi=' a � �Cj) N.T.S. �=� N.T.S. C� N.T.S. w in .34 N.R. . li2ST STREET IR I "i Portland, Gregon 9720 - - 12' ROUND GRATE Cc (503) 225-90,95 T - - 12x6 PVG20 TEE `/ OvEkFLOW SwALE PE IIS_---^ I) �. /-TO VEL END jA E SI _. t0 MATCH SWALE Yh'IL�E do 6 5 CRI-j SEWER ----- _ --__-- -- - - SLOPE. -- 4.5' 10Adf _- I _ 4�5 o�o • CONTROL BOTtOM OF SWALE BLAN�<ET -- --- 12" PVC, PLUG I-111 B° oV; °o��; SOLVENT WELDED b" 5TOR"l SEWER - '! OUTFALL PIPE ^ � Y • �- - I---=--11-ISI i l ----- ----- ------ � OF 6.. _ 4" RIP RAP I•5_ 00, III• �A�. �� ' oP`� I I-III, 1 I- --- - _ _ EXTEN:� RIP RAP l' O" PROM OUTSIDE OF PIPEF, BOT�4 SIDES * BIC5WALE SECTION � A �'' A DRAIN 105WALE CUTFALL DETAIL&4 aUJAL� _ w } TEE PLIJGG� OSS BEND PLUG. OR CAP HYDRAN,rs TO BE MODERN MUE;-LER CENTURION A-423 6"MJ / " 514 MVO' is �•�• ~ �a x Q1 �,Q"Q3 PRT TWO 21/21@ NST HOSF. CONCTION AND ONE 4 I/2" NS�' PUMPER, �= ';I: / o 13 �,���� 11/2 PENTAGON OPERATING NUT , OPEN LEFT , COLOR 1 YELLOW. 1 C� Ve* e� * APPROVED EQUAL : V ATEROUS PACER 6790 or CLOW MEDALLKIN t . � � � ,� z �! • ' A : •p .�• v BEHIND P,AICK OF �� Q r_ � 'a ;�: a; CURB,AND/OR �- -- - -- - ___.__ W Q, ,� 'A BEHIND WK OF SIDEWALK P e p.• " 111 M r C� e 4 00. IMP v9p ° ° c • x �� a `v NO. 910 VALVE BOX O i '�/. W/ B" PVC PIPE 3034 CUSTOMER 3/4" ANGLE METER STOP �:`':. •=�"•_- / _•%!/'� COMPRESSION x METER THREADS W 3"OR 1� �LAT. PLUGGED CROSS TEE - SERVICE LINE �� N MUELLER H - 14258 LFSS MIN. CONCRETE THRUST BLOCK SCHEDULE 5/6"x 3/4" BADGER METER I PAVEMENT (BEARING AREA OF THRUST BLOCKS 94 SQUARE FEET) 3/4" PRESSURE REGULAT>dR / �� 1 �. � '. . . -"-- SIZE(FITTING FHE� P;Ld!(s OR G1AF AMEDC OR OWN RUN SEND BE D 0 IBE o ( IF REQUIRED ) WILKINS SERIES 600 Al A? __ DETAILS COVER DRAIN ROCK4 9� 1 ..3 01 .9 02 .5 01 .9 01 .3 WITH TAR PAPER6"FLG x 36" OF 6 02 .9 04 .0 05 .7 04 .0 02 . 1 01 .3 BEFORE BACKFILL MJ GV 'L 3/4"-0 8 05 .1 07 . 1 10 .1 07 . 1 03.3 02 .0 01 .3 MIN. 10 07 .9 11 .2 15 7 11 2 06 .1 03 .2 01 .6 ' 12 11 .3 16 .0 227 16 .0 08 .8 04 .5 02 .3 14 15 .3 21 .7 30.7 21 .7 If .9 06.1 03 .1 22 I�'2� _ I I6 20 .0 28 .4 40 .0 28 .4 15 .5 06 .0 04 .0 it �0 c /, 1`1 .-TI s 25 .� 36 .0 50 .7 36 J0 19 .� 10 .I 05 .1 revisions: -- 0 20 31 .3 44 .4 62 .7 44 .4 24 .1 12 .5 06.3 3/4 CORPORATION STOP WITH" 0 rl 24 453 64 .0 90 .7 64 .0 34.9 18 .1 09 .1 AWWA TAPER THREAD lu ( ! ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.i . AND AN INLET AND COMPRESSIONI - j I ALLOWABLE SOIL BEARING STRENGTH OF 1300 POUND PER SQUARE FOOT. FITTING OUTLET. IIS) COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING 6MJ x MJ (LENGTH WAIN WITH MJ x 6"FLG TEE MUELLER H - 15008 STRESSES, USE THE FOLLOWING EQUATION. VARIES) HOLDINGBEARING AREAS= (TEST PRESSURE/150)05OO/S01t. BEARING STRESS)%(FABLE VALUE) date: 03/29/96 " WATER SERVICE SPOOL ( ..FE FLAN FOR MAIN SIZE) NaTl-s = 4x 8"x 16" CONCRETE GOLOCK 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. scale: AS NOTED NOTE FOR INFORMATION ONLY • TIGARD WATER DEPARTMENT INSTALLS 1 1/2 YDS OF 1112" - 3/4" DRAIN ROCK 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. COPPER SERVICES AND METERS. TWD WILL PROVIDE PRESSURE REGULATORS 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ,,drfkwn: JRM FOR 5/8"x 3/4 AND I" METERS IF REQUIRED. ENCIRCLED ON THE: PLANS a e.g. 15 INDICATES 15 SQUARE FEET BEARING -.-- T:PE "K" SOFT COPPER SERVICE -ONE METER FOR EACH SERVICE 4. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS AREA REQUIRED. job no: RARI►0o02 3/4" COPPER SERVICE FOR 5/8" x 3/4" METERS STANDARD FIRE HYURAhT CETAIL INDICATED ABOVE, ADJUST IF NECESSARY TO CONFORM TO THE TEST Iof COPPER SERVICE FOR In E i ER PRESSURE(S) AND ALLOWABLE SOIL BEAKING STRESSES) STATED IN THE M � SPECIAL SPECIFICAl iONS. (PROVIDED BY ENGINEER) 2to COPPER SERVICE FOR I I/2 TO 2 METERS DETAIL NO. 101 5. BEARING AREAS AND SPECIAL_ BLOCKING DETI',ILS SHOWN ON PIANS TAKE PRECEDENCE OVER BEARING AREAS ANO BLDCKING DETAILS SHOWN ON + : THIS STANDARD DETAIL. BEARING, AF,EA OF THRUST BLOCK", IN S"RE FEET .N0. 10$ ;r 1T AN ATHRUST fs - AIL. NO �t�2 `I 7 STANDARD THRUST eLOCKING t:)ETAIL -, WATER SERVICE b 5To4NDA=r­% FIRE � DETAIL _ _ SIT96-0032 C� N.T.S. C� N.♦r.5. 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