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HomeMy WebLinkAboutWinsome Terrace i MATERIAL LIST - 6" T.J.D. 1. pipe, Class 52 1 70 feet _- ,,..„,•,,,g7.__ ......._„__-.....r.,-f.-- -- - ---------;-.4i- ---;„-,-.-.. - - ........ -*'-- 4" T.J.D. 1. pipe, Class 52. . . . . . 520 feet 6" MJ gate valve. . . . . . . . . . . . . . . . . . 2 each 1 each 6" MJ tee S . . . . . SOSS . SSSSSSSOO . . SOSO 6" MJ 2211a bend 1 each 6" MJ solid sleeve. - - . . . . . - - - - - - * ' 1 each , ,..•4_,,,,_- • -q1k_ 4" MJ MJ. gate valve. . . . . . . . . . . . . 2 each i, "...F.- Of YYMESOME 4" x 6" MJ tee. . . . . . . . . SO . S . . . . . OSS 1 each i - ' _ __- 0 4" MJ 90 bend. . . . . . . . . . . . . . . . . . 1 each 44; TERRACE 0 Elf 6 each 4" MJ 45 bend. . . . . . . . - . . . . . . • Fire hydrant assembly 1 each 4-',-- g-,...., 3 - if of litzlo ,..t4- ,..,q,-.1,,,zil t•.-4' .,,t,„,.. ..v 0 _ 0 _ t 5 1N5TALL__2,7. %,-- 1NaTALL •% tifq ,, 1 9- 45_ BEND5 - _.45._.'BEND TI:i.,_ 6 ., w /' --zaa -p.A..aw ..T..._ - 1 i. %-i ' - Nt 4 IF y ..* ,,i,. I ;I 1NaTALL 4,59 r ,. . ,. iejl -. . „ i .i•- iLIIIIELLMINET 4'41, ii .6* BEND r .4 _GY. 11:-MA5. i. ,-....:-, -°6- ''' , • - _E)‹aT,.ill_G e....._6,y. -( _ 1NaIALL I - Itt.%,.. ---::0 ....,_,..„. , 6,2-' _-... 1,,,, Akti -.---- INZ_TALL ZZlii° 4 .,..„.„‘...*.„0,.. ,„3„,„.„.v......tv,..--,..--,.. ,, - TEE7c 4 ''' . a END .46 AN TIEL-4°D.1. ' --tvGy_ ..1 s '44,‘ .1N5TALL . EXIaTiNG76 .-CI___ of', • ..6' -G.:Y. Y iSi - -r. JO ../ 1_145TALL , , \ EXIaTiNG_ JecA. 7 . All sanitarY sewer lines101 laterally or , _45_,.._es smD 1 i RI5TALLI-E174. '- 6 31:., , - 31 vertically of water mains shall be en- G- -, ez.•_ ._ _ , _ , ‘_,.4, 14`.._.- ,,,. : -.1N--vri-1-, 4‘--1/1-• - - -'40 ..-STRUCT 0 -N TE : ' , ing-- 'W ere crossings ?re neceS8rarf heY --' ' ' INSTALL , must be made at approximately 90 with at DJ PRCYJECI- 1. Notify Tigard Water District prior to least 18" separation below water line. \,..- . 45° BEND _ CUT IN. .6" -TEE; , .1, - commencing construction. 0 _au:ay..._0 y4/.64—'501110 5LEINE . . 8. Mains shall be tested at 150 psi for I 2. All work shall be in accordance with A.W.W.A. hour. Static pressure = 80 psi. . - standards. _E 3.XT5T1N_G BENET inspected9. O.S.B.H. bacteriological tests required. All work will be and approved by___IN5TALL 10. Tigard Water District will install all Tigard Water District. 30. BEND if) \ copper services prior to blacktopping of f: 4. Fire hydrant assembly consists of 6" MJ x 6" 6" 6" streets. Meters will be installed by the Fl tee, Flg gate valve, F g Flg district upon individual request for "fFlg l/ spool, and Pacific States fire hydrant, 54 same. 1 \\‘ WO, 3-port (2-211" NST hose connections, . . • 1 " ftnedtiOns 11, 1 _ 41/21 pumpor 6 plgfo, color: red, trat_ 11. Upon ComPlOtlOn of installation, contrac- . it Tigard ' ' ' 2 for will advise Water District of Pent. Opr Nut, open total construction costs to which will be fic model. . , , added 10% for district inspections, water 5. Poured concrete thrustblocks at least 6 sq. loss, overhead, administration, sampling, Dn5TING 6 ca feet of bearing surface at each tee and* - etc. , and 8% for engineering, including blow-off location. permits, "as-built" drawings, intersec- tion maps, etc. 6. 36" of 3/4" minus gravel cover foza mains. rave. a a aco . , . b w p osesoo a acd a5 puti3 _ C .0,13IS . h.)osbwy tehrre C11/ is WI. ei€es 5 ECT 1-01 Z, TE53 R UW, WM140( I310 Rec_r MAP 5 B dOra0- d vial.7 ur ease dsaen. o I rks, WA5B1INIG:17011 COUNTY its ma „Iti ItteV.,,,,,,e mate - OR EGON PROF c....%\$.- n1N4- ei TIGARD WATER DISTRICT _-____ 1- 71441 cz....4, 9 1, t---- 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 .--- _ - ' 1_510 0 T60_0_ 17(10 #e"de ,, .., .,._. _ o' - ON _ TELEPHONE: (503) 639-1554 .150 ( 16, ° <V NB WATER PROJECT E NIOME TERRAC 5NY wiNsomE CT. 3 GRANT--5-1.- ./ _ gCRO:01- Si. (,) q \ Robert E. Santee, P.E. Administrator Scale: l'i-t---77 504 aff JANUARY 13/0- \\9 , , -,---- a ANra NM ® F f I 1 1 1 1 1 1 1 1 1 1 1 . I i i l i i i I ( II III I I I I I I I I I 1 I I I I I I • ' / C�TTy �3'�Gi45T ._ Q • k1 - 7- klif - _ A ,.,"•••I---_,_ - ---,,,,,, i Lai _.0 � -- / /9- ', , 5C.4 .AT. � � ?i /~a20'iO i 41 O cd' - 14 1.,Li 1 kl /c,� - 6 �C ` 1 \ `....., ` � `,2�? 8 //STALL ," 6cAS7 • , Q W . carr/y �.as//v z\ /® , / II..� G�/,vo�e5 A/ - <�> c,qs� t .W RES/DENl.� • \ /t 4 I /TC,. •Jc.: ! 4_,�f, t/ice._... N. N. Id� �� , ti4) %/' I v - `• ttil1 i' ,/ 0� ,--\ ,i`� /NST,4GG Pi?sois `ems `` //p /Y c . Cr • C.4TC#f 5/N - \�� r,. > 1 /y3 00 \ ,-. /� \ I' L- I " • ir / ., �-- \ • P LAN ,, k.) N \Z- C 'A/ . /4/� 1" = 201 ASBcV1LT . ' ' . , , - Date • WINSOME TERRACE TIGARD,OREGON SHEET NO. AD PRoffs OCT.,1980 • . O F cghr 4. 7224 (,". Bi B R YA N 9 Designed By DUNCAN PROPERTIES Rp e engineering DNB AMENDMENT TO IMPROVEMENT PLANS 2 o , ,. r Drawn By 448 S. 1st, SUITE 200 -"._ L!9.% j4 .• , 12385 S.W. ALLEN BLVD. SAD H ILLSBORO, OREGON 97123 OFF—SITE STORM DRAIN PLAN Drawing No. Checked By - r 123-3 - Protck 3aa sheet VS — DNB . �f- I I I i T 1"i I I 1 r 1 I l l'i 1 I. I I I .r• I ' I f�1� � ► i1'• I 1 2 3 4 •• . 5 A. ILAW 0a - _ . t — MI L. ---I I 1 1 I 1 1 1 1 1 1 1 1 I I I i . 1.i I { 1 I I I I , 1 f f • Of 00 074?5 7'50 07675 /t00 /f25 /t ' 4.75 27600 Z,425 2,450 27475 - . 2/O \Z-- TU1 'c 7aN 208 _ i \ /E OVT= 4 . 66 . z \ 206 _. 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WINSOME COUET LOOP) Date WINSOME TERRACE TiGAR®, OREGON -I SHEET NO. • No. Revision By Date ,����D PROFs� • JANUARY 79 OWNER / D E VE LOP.ER AS - BUILT �5,i,"% F � 12385S.W. ALLENBi`VD. DesignedBy OF • . 7224 r � � �� BEAVERTON, OR 97005 KHK DUN CAN PROPERTIES INC. ° 3 +�- INSTALLED STOP ST.SIGN O G R1'�°",1. e engineering (503) 641-5590 Drawn By 448 SO. 1st, SUITE 200 '1 1 4 INS AL 9` `• 19, 'w. yQ KHK3 INSTALLED RAMPS DrawingNo. ,o e� HILLSBORO, OREGON 97123 \ A 2 RE-SLOPED STORM DRAIN _ Checked ByVICINITY i 23 1 PHONE.. (503) 640- 4641 •DWB � / jA DOE D /NLET7DUTLETGRATE - Projeck Sa 8 Sheet 3/6- - - . C ---- '"` - - I 1� i I i14I _H , . + +a1T - � T� IrrI 127�`� a + 1T a `i'- l.'ziy 61 } I iy� T ' - 1,8 r : 1 t . :11 . . , +t {1 = 1- �t-- � 3 � t - . 1 1 1 I l 1 ! 1 1 I 1 1 I 1 1 _ �__L- 1 1 _ , , . 1--.-Y-.-J --•--1-•--i--. -1 . i i . 1 -:-1 .- 1 I . . . 1 1 t 1 ■ 1 1 1 . 1 1 . i ._ -_./ t • . A 4- t BRING LATERAL IN ONE(I) 1 .• • FOOT ABOVE INVERT CHANNEL/Z E MANHOLE FRAME a COVER AS ' SPECIFIED • FINISH GRADE SET FRAME ---.��ii�iiiy�i.'�- - - - � � � � IN MORTAR �� CONCRETE GRADE RINGS INSTALL /, \� • I AS REQUIRED TO BRING MANHOLE ✓ I I \\\ - / ��,l% FRAME TO DESIGN . GRADE. � � I I I L \\\\ 1---, ,Z, I° Is 4" MAX HEIGHT OF RINGS. 47/ 11( .... .. . 11 - er r_ � ••d- ECCENTRIC PRECAST CONE//\ , Ib+ I I �` III / 1 \ \. / , S i ( -..— NV • a It I II EASEMENT AREAS: \` TRAVELED RIGHTS OF WAY; ALTERNATE i � � 1 — —I _ _. ` NATIVE 2 -0 CRUSHED ROCK, CLEAN, KELOK JOINTMANHOLE RISERS \\\� l I I if MATERIALS _DENSE, HARD AND COMPACTED St' 4a STANDARD \\ �/ II_ SEAL WITH RAM Imo. N� J NEK MATERIAL \\\ I I 1 , // `V �// //-/ � OR EQUAL — i \\� I ���/ I� �s , LINE UTILITY �� • .� 12"MAX Az GRAVITY SEWER /� `` Bs, �k 5 S/DE G OT -e- I �' INLET PIPE • iter ��6 • "J E SEME/VT - '7 � 0 / �� / I 3/4"- 1/4" SELECT • —�_= :DEAVER::: FRAME TO / / ' ' v •• A CKFICLL�UNDERN PIPE E INED TO A TRUE NOTCH LIO FOR /� LIFTING HOOK / / // I GRANULAR MATERIAL INQ; P ,.o:•o' .4�,IrALL AROUND IK • // ✓ PIPE ZONE - 95% COMPACTED a Q r �'. �•' Q �•''o"O% , MAKE SURFACE SMOOTH // G. `j t .▪-r �c e'4 r�` d�� 9 FORM GROOVED 2'-3" DIA. v \ ' °•o"�.O• '•• INVERT TO DIRECTION 1 : ' "r N �� • OF FLAW - 2'-I" DIA.L , 0 . I tk----, 2Q ✓ 1 i tt. SLOPE -� p4. C `1 fiJ �� �, ° ' . ° •0'. ` • :�- --. =` • 'O UNDISTURBED EARTH m2'-3/4�l DIA. II ✓ - . TERs ABOVEt5 / ✓ jo1{// a ./ • • 1.6....• `•; _ ..-o '%.o a r 'p�. VIIFIEN SEWER EN � D FROM T LO T % V✓ ° - e': r i :4: .:•: =o :� BOT70M OF IgHe FORM A 4' L� UT/L!T / �; -° • E� 1 • • -- •..' : �•o FILLET OF GROUT OR i - ( �' :r.:_., \E SEMENT Y % ✓ Q ,o' - \\ PIPE 6" .�a ,: ' ' . 4 +• CONIC AS INDICATEDA '• .INN[4 . W�K�%NAB Nk-�.���\N.♦•a\isimk VI - �&v' Q ` . (Do ✓ • % ZONE •`M• .'b � a _. A �`MINIM \ W �/ �! _ - ",- . t - • a• 0 12 LAYER COMPACTED A _ ► ��� \ O� • / ', ��� ._ • ° \� o =mod:•".. ,'•i qr:: r. . .• GRAVEL F . 1'-10" DIA. 4 - 10+ 1 ' ° 71 / / / i 74,4%., fTic:24 c, TL •v► • -. I'-11" DIA. V / , i - - • • 1 ♦ C.. i / \� • • . : ° • • . ' - 4" MIN or D/4 g rl' X • •' /IA ;% �`,�� v ` �' �` '' % 1 L r 2'-I/2" DIA. '� \✓ // • S �' S $ �'// r t 2'-7" DIA.j-` ' 4 / STANDARD MANHOLE } All/A- Vb / 1� • / TRENCH WIDTH • e ,�, _ T/.J� , MAXIMUM PERMISSIBLE 11 MANHOLE 8 COVER A H LE FRAME - C✓1;4.7/ //WU/ AT �p 1 I, 6" ABOVE TOP OF PIPE \ �. \\ J \ __ PIPE SIZE TRENCH WIDTH / NJ ' si % % \ ‘ . 6" 2-0 NOTES • fil `\ '\ 8 2+ I. ALL CONSTRUCTION SHALL CONFORM TO CITY OFMK \, `� I 0 2 - 2 T I G A R D AND U .S. A . STANDARDS AND REQUIREMENTS. '� BUILDING SEWER PIPE, SIZE AS SPECIFIED /,/a'i • 8 9 • ; +_ 6" !1 I I t r�— �4 �ir .12" 2 . 2. AS -BUILT MYLAR (S) TO BE PROVIDED TO CITY BY iftI of ilk% ,-maim mom • t • �\ DEVELOPERS ENGINEER , FOR ALL PUBLIC IMPROVE- TEE FITTING • MENTS. `� STANDARD TRENCH PLANT FABRICATE ON SEWERS IS" AND SMALLER. FIELD TAP AND FABRICATE TEE FITTING 3. SERVICE STUBS TO EXTEND ONE (I) LENGTH INTO LOTS ON EXISTING SEWERS AND MOD_ - ___-___-_-_-__-_ -_---___-� NEW SEWERS LARGER THAN le . PAST " FRONT LOT- LINE UTILITY EASEMENT (S). H PL A/ EWER MAIN OR LATERAL �~"�O , i PLAN 6" PROJECTION GROUND PAINT WHITE SURFACE ALL AROUND 5 OO 4 t00 .3-.G10 ZA00 /7'00 0-,010 `��:- . 2ZO MIN. THREE(3) F7- OF MINIMUM SLOPE FOR MARKER ONE • COVERCRCHANGETO - "•�_ _ ENCASE IN DUCT/Lf I ON 2#6® 6" PIPE = 0.010, FOR 2X4 UTIUTY ---- y - / .''' SPECIAL CASES O• IN WIIT H . BETTER, FULL �'�- �� APPROVAL OF ENGINEER DEPTH OF - SLOPE BE UCED TRENCH; ZIS ,¢0( O �'//`,`A�Z `1 �� �UT=ZOO. - - ------—--- /+ I .74 4'/0.8 TO 0.0060Y FOR 6"DAND SPLICES NO /E= Z07 94 �\l .e/i0 -z• Z/G. .14 \ Ix-- ... L.A... z Z05. 71 VARIES 20°E - 2/2 �Q_ c �5z7AJ 0.010 FOR 4" PIPE i i ° TO 80° OP PLUG ` ' 1, o ti�, 2x4 BLOCKING I \ / rr i� = Z0 : � Ai .� IIIIIIIIIIIIIlgiIl �. we. B • '4'°' ' TO UNDISTURBED Z/O '" •' "- ��\y -, EARTH (,1117. Q V C P�eO QQ� \� riu,,• .it PLANT FABRICATED � kZ r Q " C Cp t ,�• : 1/8" BEND OR I/16" BEND i/ice THREE(3)LENGTHS OFF -Y ,a• SUPPORT BE NG GRAVEL TEE WITH . 20.5 DIP WITH CALDER'COUPLINes • AT EACH END ELEVATION L4TEPAL 4 - P.QOF/LE BUILDING SEWER • /" SO ' N0 /" 5# Y .. . DateTIGARD,OREGON No•, Revision By Date SHEET NO. . . ,��N' G PROFFss� JANUARY'T9 � OWNER / DEVELOPER WINSOME TERRACE • OF S GINF 0 As _ Buttr • 2 `��7224,� � � 12385 S.W. ALLEN BLVD. Designer! By B 385 S. . A LE BLVD. •DUNCAN PROPERTIES INC. 3 • s -g .:i 31 ] 503 641-5590 Drawn By 448 SO. I St SUITE 200SEWER PLAN Sc PROFILE S p o g r 3 ADDED DIP w/COLIPL/NGS Drawing No. 9`✓0 =9.e�Ae HILLSBORO, OREGON 97123 2 ADDED LOT EASEMENTS 123- I W. Checked By PHONE . (503) 64 • - 4641 / MOVED LATERAL I . . - Pro .ci ic 30% Shee.t `1/S - �.- ••-r_._ _..- - .�t... _ _t __ - _ _ ..:.i- ;.l+i•i-+ j. j ±rLLt t ..1 t t 1' j • -j .i-'-I _ I 1 ! - -•1 - -I I 1 1'T l'i1 1 -11 i- I�- '1 _1 1 ;3 4 5 t61 } ~8 `j 'g } •1 1 _._. . j i f[ I 1 1 1 1 i 1 1 _.—L t L • . • .—a ,__ _t_._..1 --,—+-- —i .—I —t t —I I 7 I I 1 l I 1 I 1 1 I 1 1 l l 1 1 i 1 • • ` f 1 . a .•• AA". TO*-6" • 21-1/2" r 21-3" ,* 501 R/W ... re :11 .L. i _ �. l0 • ;$; }•'' :ti:;ti UTILITY STRIP 1 ::::.°311 c 101 251 s 25 a1� i ;;,:: _ 13 14 UTILITY I « "'1 A S EM E N T ..}..�'�' ;f.•};• . .. •'''•. .. ; �\UTILITY TE I b :::tip: }:. .• ., . . •. :.ii •117 •• :• :ti4:-:•} '}'•:.};•};:,v,::;C;{:;:f.;.} {:tiff:;:1ti'• �- p x--� -3 — IT ♦ •�:v}::k{}• '-ti; :'v:}v},X:; :: ,w••7Ffl,Siil;:�:•.;.ti \ N sSEMENT S :: ;•:}:•}:•:.;.5 0sN �` _R SU E PO6DO �E • X ::: �. � N SHE _ FI NI � xNR W •:�: W ifi I Cg „„,..••ir //� ;iaii+i --i `, :; 'a;:''' . \ SIDEWALK SLOPE 0.0208 - n' I•Altall ; , .}•:.x•} RAMP SLOPE 0.0917 �---- R/W :• ti:ti}ti •ti•}ti;ti:;•:: R/W �. :.; :::x*:.. (20 BARS) Y "x x 2-I Ii2" I 2 1• - • ' '}}' :}�} {}:'ti:•}tiff ` (INITIAL LIFT) :;:• `' ti,:gi.::`•' e 2" CLASS C ASPHALTIC CONCRETE `� �'�`''titi`' "I• :• en CRUSHED ROCK/GRAVEL �`111 CLASS "C"ASPHALTIC `}`�"` `• /� p�^ • CONCRETE OVERLAY REQUIRED _ P.T. • %vo •:it``', `$: • FRAME AND GRATE g" 2" O" CRUSHED ROCK/ GRAVEL ►-J '.s',.ti' `' . • WITHIN ONE YEAR OF CITY COUNCIL `� `�a� �����`�`� :� g }�� •, tip} TENTATIVE ACCEPTANCE x •;x�:� L.®CAL. STREET SECTION ti E •S •�titi N:ti`ti'• ' +: c •a 'N. S-4 I 41-Or • NOTE : Ismit• PROVIDE TWO (2) WEEP _ .�. ;:: .•�; a'-3 �A . :�.;:�;: ,;,;�; ,o :�.• �'rf►:,.,A.:t_.w /Z• o P OF CURB « El= HOLES PER LOT I N CURB (S) I/Z "� • IIIIHA.. �•'• `� `'`:"- -'��FOR ROOF DRAINS. STREET '""•`` ,'ss' ra ~TO PROVIDE 4. _____ --- • ' R W y.. :t , .1 3/41=0" CRUSHED ROCK LEVELING i�.L.AIIaFF •--,:, t.— 1 : •if, COURSE AS SOIL CONDITION REQUIRE _�i�:l 4« � t',. '=' ' "~- 7 7 3 0 2 p' s �' 0'-�1" - 1,r -DRAIN" TILE- -�•„ -•. ,•i T y,.1. • g' 3'. 2 2� CONCRETE BREAKING STRENGTH TOE 3000 .PSI AFTER 28 DAY�4 • '�• -',f• � '� _ � �' 6" EXPOSURE • FINISHED � ' 611 CROWN � ,�' . ,e. . _ . . 7 - 81 BICYCLE AND WHEELCHAIR RAMP ,- ��(� f - '=11�?IW/iuyjl Il�Y/i �s, ,.� ; . o� us►7 '�• s •• ', 1. ' . .. ,t: o MATCH EXISTING PAVEMENT - ° - , •" J R/W4. - VARIES `_�_�. ry ;Y S/4 MINUS `GRAVEL, -8 . 2'-0" G I" CLASS "C 11 ASPHALT CONCRETE TRANSVERSE EXPANSION JOINTS �B OR CRUSHED ROCK f • I noe "e" AcpHAITIn CONCRETE (INITIAL LIFT) To tar eQ[fvtDFD i7 EACH POINT OF SECTION A—A SECTION B—B B I•S CONCRETE 1 a o —.. . --- - -- • 211 3/411- 011 CRUSHED ROCK/ GRAVEL TANGENCY OF THE CURS ® AT OTHER OVERSIZE CATCH BASIN 8" 2" - 0" CRUSHED ROCK/ GRAVEL LOCATIONS AS REQUIRED TO LIMIT THE SPACING TO A MAXIMUM OF 20 FT. • ONE - HALF STREET IMPROVEMENT 2 MATERIAL TO ®E PRE-MOLDED NON- r T {� �, EXTRUDED MATERIAL WITH A MINIMUM( S .W. GRANT STREET ) • THICj(NESS OF 1/2~ _ - • • TRANSVERSE CONTRACTION JOINT ' _ I SPACING TO BE NOT MORE THAN 10 FT Uc��e 2 DEPTH OF THE JOINT SHALL BE AT D ' . DOOM 0 ' LEAST ONE FOURTH OF THE CROSS - O , PROPERTY LINE -`� • • SECTIONAL AREA • 191� 27 • i61/2��--•� I 2 4 NCR£TE BREA • KING STRENGTH .Y'a . tel 2" F t t1'2" • CO "" • *CONCRETE SIDEWALK �� �. T. 4" 2t/2 " I TO BE 3000 P.S I AFTER 28 DAYS • - j-, �1 I � , t s �•---- 14 ir,.. . 2 211-+.1 24�� UTILITY STRIP ' t : FACE OF CURB f ' . . ' 1111,44 . - 01."'°' '''t4A)',.1. • :• �, • EDGE I STANDARD PRECAST 7 5 3 •zi :a._ i o: 22,, CATCH BASIN 4" . t 2 so r'• I c Q o e. •• • P - 0.02083 / _ NATION -- -=. 1 ..1..... SLOPE SLOE - - TOP OF CURB ELE , . ;,7/s.' /, SCALE : I". 2' 3/4-O CRUSHED ROCK LEVELING COURSE Q0 A.• - ' '\/�,�/ N. • AS SOI -4 CONDITIONS REQUIRE . • • �40 �4 :'e •a _a• . 4pd ••0• • -••Q • 0• •. • • OaQ Oo :• v Q• •• V• Q • NOTE : BEGIN SLOPE AT CURB ; 4op�p �, •4 . c ' •:.a' RISE 1/411 PER FOOT TOWARD STANDARD CONCRETE 4,04d . PROPERTY LINE . �� / /� : EXPANSION JOINT MAX. SIDEWALK r 104„ . SPACING - 40 FT. ( OR AT « 'F`=•l•�^�= ' - j r 1 . ALL CHANGES IN SECTION).. A 9 r , If CONC. BREAKING STRENGTH TO STANDARD® CURB . BE 3000 P.S.I. AFTER 28 DAYS. • ' Date � WINSOME TERRACE TIGARD OREG®N NO' Revision By Date SHEET NO. JANUARY'79 OWNER / DEVELOPER _ OF -,OPROfFs AS - BUILT C>\ • � GI sip Designed By - 7224�'� r 12385 S•W ALLEN BLVD. DU N CAN PROPERTIES INC. 3 3 �� , ��� BEAVERTON, OR 97005 ® � �A LS - • � � 448 SO. ISt . SUITE 200 Drawing No. • (503) 641-5590 Drawn By + 2 ADDED CURB NOTE �23_ I �o Is, c `°fi = engineering EGON 97123 • 9 zg.,9 Q HILLSBORO, OR `�O yy e�`y Checked By ,. PHONE : (503) 640. - 464 I 1 ADDED EASEMENT - ��/ 3a 8 -,eet• s/s— -"�"_ _.�, _ .t ii� 1 _ _ _ - - .i il•�•}•!-f 1 1 }.,l iait _t^1 i.l+ i ''T-- 1 H IH •-i-1'I i . rI _ 1• _ .- - ._ - I 't1i }.3iY. r:. 5 R 6 t '7 V� r8 I T� 1-4 , 1- } - I . • • 1 - { - • !. . I-1- : -- -i