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HomeMy WebLinkAboutWinters Addition i 1 I _ • VICINITY MAP 3CALE r= 600' vis,.0.o, • • • • • . . . .. . . . , . . :•' : ". : : '": : :•• '. : '. .• : : : • ; .. .. . . • . IRONWOOD 12. , - 0?' .1, -- : G act() hi •t COTTONWOOD L . -, -4 4•4 ' I ckt - MANZANITA 5T. 1.4* ..\\,\..., :: p-,...- 4.,•- ' : WINTERS a L;•' \, ,'.-C1.,1z:'-,4-''',,-1,',7*40,/,‘,.'14-4,_.-?' -2,f.,-4,,,, ,., t ,te \ •-Z-• --- .4.01- 42W-s._-04-1--. ADDITION ... -%... i -( -NORTH- CMOTA%Z FUTURE- „AORTA DAKOTA St URE C OI - -- 4 ( fi FUTURE 5TREET _ , ice CONSTRUCTION NOTES-. 1 1 I . 1\,,_, ' v`f4I IN5TALL 90° BEND 40 1. Notify Tigard Water District prior to commencing 9 . 0.S .B.H. bacteriological tests 1 \ _.... .., _ --- construction. required.. kN -' N : HOO 2- All work shall be in accordance with A.W.W.A. 10 . TWD will install all copper services 1 \ 1 PqaTALL TH. ftU6 ---t,-,.-dd .W. prior to bla kto in f streets. - - ' EXII: F_ROJLt 3 3. All work will be inspected and approved by TWD. Meters will be installed by the dis- trict upon individual request for 4. Fire hydrant assembly consists of 6" MJ x Flg same. , tee, 6" Flg gate valve, and Pacific States fire . . . f hydrant, 54" MVO, 3-port (2-24" NST hose connec- 11. Upon completion o installation, con- I_LJ tions, 1-44" Pumper) , 6" Fig connections, 14" tractor will advise TWD of total con- Pent<-...i Pent Opr Nut, open left, color: red, traffic struction costs to which will be D..:. ...-.4 added 10% for district inspections, o __ model, water loss, overhead, administration, I-pp nl 5. Poured concrete thrustblocks at least 6 square sampling, etc. , and 8% for engineering, tI 1N5TALL D_L---) WEST HALF ONLY feet of bearing surface at all tee, bend, and including permits, "as-built" drawings; 6j' I-- OF 3W . . fire hydrant locations, intersection maps, etc. 's11- 11.41-1,_ AVENUE BEING CONBTRUOTED AT TH13 TVAE E. 36" of 3/4" minus gravel cover for all mains. 12 . Material List: 7. All sanitary sewer lines 10 ' laterally or 3 ' 6" T.J.D.I pipe, Cl. 52 . . 400 feet vertically of water main shall 4e encased ' - 6" MJ gate valve. . . . . . . . . 2 each _ - C.r) concrete 6" thick 10' from crossing. - 6" MJ tee 1 each 8 "- Mains shall be tested at 150 ps ., () 6 MJ 90 bend 1 each I -. -- 1 houro4WAim. 6" Solid Sleeve (L. P. ) 1 each , - 0°...1se'4° I 6" MJ plug 1 each ' -201 .161i-,e5.., t l‘feeleT•s05,43s r ' Fire hydrant assembly 1 each 4-2,54.1 • _, - tkeb;vs41-17,0 ae - tt-• 's.Wi 00' - -- - — - - fa04 012' co va;i2g lessi, liteGO 4400' I---- CT ON 31' ,T15 9 RIW WAA. 9 . likeC ,41041(1,410, .setl,k3 _ ‘k ._ tAtiOttioe tfb .2N. w MAP 13 1 34 D ...._ 4s like0 Ai\00 ues'00.44tev, Arti:ts .. ite%. (cal` exii3 Ire-i4. Ito k‘e CA scl f - 0 WAEMINGTON COUNTY siVlit,tes.GG'It -i,,,,,,, ,,\) PR OiC oi- • ...--- W-. 4ak Lip, OREGON eile.t, , .,,:tf,....-% c3,-- Gulz --,a fx.9004 .co• '6.. 13DH or.:.. .) INSTALL 6,,r,,V_ BEGIN PROJECT ORiGON N, TIGARD WATER DISTRICT P....r..) ‘....6, ,..‘ /44 =-.t. --L CUT IN 6"X6''AU TEE, 6'GA11-0 5011D SIZENTE TELEPHONE (503) 639-1554 4C'' I' E. SI'. 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 8 CP — W :- " a 0,--I _ T, DAKOTA BT...1-._ VVATER PROJECT WIN ER5 A]lTION . -- -17-- c 6i , 3W 114TH PLACE L. , EXISTING 60.1. 'N\-- ExT5T.N. N 5' i , , e5W NORTH DAKOTA 5T,( EXISTING EH. i EXIBTING EH. Robert E. Santee, P.E. Administrator . ,4/ Scale: 1 =50' AUGU5T 2+,1978 ,„____ • t O . ® NI6aa� ''/ N OLD Lc-- >4.11.) \ . . `11 I $AS/N' itD/TCl/ , • TAP&f NEW E.P FOR sv' • ) . , • �1I coop i i TO EX/ST/N6 .e:P. ` \,Ieo END CONCRETE CORE @ fL a 95'—— —— - ...... f 6' 26'-0" `�'��� ov-''' � I ( 1'SO' 70' 73' T4' �`22 I A. U.E. I a) L '\ -------i _ tiC0 , /b' o" z=d (1 OH �' I '14 i ' '_ _ 6�24TEre2249 �pP N 1 `_a Q ���__. 1 o0 I � �I GRATE �E1 EVZ2S.4. CE:22VT ® cj •►' � � �_ I/.-E 223.2 Our S= i� h �,. '' o " • f x a\ \ . i ` • �eti(��,; r "'•26' o 5�,/ I I4 `, pLACE� N /��'.� x� Q ����� ago - —sLoPE -� -� ^ 3 rj �; �.�� 0 /3S' . 70' 10�9 C SP 3 - 6 /A �I�.nv// �' cr. s PROV/0£SilEl ►!ic ;1. w _ - _ L.� z� tip` �- _ ,�i; -. �, ,� � � p_ 4� STQ CURB corrokwooa, LANE �P14MP F,-,eCp(,vVT 1 _ b id/OF-AZ Pad V • `5TR/�lQA�2O5. ' '� ., _ _ � GUTTER TYPE ''C„ A.C. - T'rda�' -crnr- uMrrs 8 4 a"ST'(Jl,I.GtJT Zr 3�4Y-� MANZANITA STREET 10 I� El 1�t JUTE ET STRUCTURE 3 w�- Si RUCTU�¢ I C� 9 '2 __--7.--- __1 IW I Io I , �, `STORM t'ETENT/ON 5TRUCruR�� • :�~ z~- • I �, `� 5` Ilk k 0 14! . • i ! I` ,� !!tto/1 _____iy 4.IZ' > r- -TAPER NEW �PRYEMENT FRQ/r'J _ _ • �- g OF S.W. M PrACE fa.� WI TYP/CAL SECT/ON S. //4 PLACE » � sw rloar►� vAxeTA i / / N. T. S. ,. ! o ICC I IA I°' TO EX/ST/A/6 E.P. - • IZ 1i I O L, t: . _ . . 1 N I II' k ' GENERAL NOTES FOR • 13 I ff ,� i STREET CONSTRUCTION ^ �, o-�- s �d — / GEf�l�tc N R. ; 11 R. PLAN , T V �G1 N I . Y MAC I.. ALL CONSTRUCTION TO B= 11J CONFORMANCE W' .H SPECIFICATIONS \I I I� O I /� z SD'-Q• �_`` OF WASH. CO. DEPT. OF PUSUC WORKS. _�... y_ - 1 SAN t"TI�R`�' SEWER C.o� S-'r2v �.7"ioi\: SCALE' f" - .moo' 2. USE CURB 4 GUTTER. --„, ),Y1 \' 1 1 • / 3, SIDEWALKS TO BEPLACED ALONG ALL CURBS. -• - (. /\LL W2rC o S1-IALL coN Fog. T 0 STtS . c 11 / 4. DATUM /t4H-,1 7 a^' R/A'7 2 2 6.52 �� W S C.t7 O F V����E O E w ERg G•E- AGE!.►c._� O r � M_ , / c• :L r 5. HALF-STREET IMPROVEMENTS ON SW. NORT7-i DA1FB:A-STicc_T Z.. PRov�DE Co EA. SE¢v►�E co�.,1..+ . Lt�cAzEn PAS I I '" lj I TO BE BUILT IN ACCOR IANCE WITH WASH. CO. DEPT. OF PUBLIC ;w,,,*) �A, p�/��., ��y�S SKEET. WORKS DRAWING NO. 5T-3 OF W.C.D.P.W. STANDARDS. I Il �i• 6. IMPROVEMENTS 01,J S.W. Nei! PLACE .70 BE BUILT IN ACCORDANCE , -+.I I-J-. yJ 'L / WITH WASH. CO. DEPT. OF PUSUC WORKS. DRAW;NG NO. ST- I • . 1 1 �1 I • / ( • OF W.0 D.P.W. 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IVOA?T� : JO/VI07 4• S TREET: : PR OF.RLE. ,t___\.t SIC: gY.` . * 404L_E4 . :N£JA/ZONTA4 . . iTM .=2Q:-c" - LI d at..'- -1 o 'J S :C ` • VE7/CAL /"= :S`= "' - . i PROP S= TEc -.. 812d1/!J(j�:. _ "_. '. '`?E T f ?GIAIS4u.P, II C'HAAing zP.J TO/l1`#/ /)2Hr�v `s• �Iiov Cc/Fa& RAO Q//,c1* dimr-.acer _ _ 4 6367. * r P/c'OF/LF : . - .r' cvRB R�lD Q A/. DESIGN: F GC.,`RG@. O, C. !. RELOGA77 .M.H r-,1-';i4G0 3Ti�T/O/V/NC.e Al. 7 P' -'M DRAWN: " tea' • �j®Qp�'R ASSOCIATES, INCH WINTERS ADDITION �- '•DU S/DE'w.A�/��"/p _ Mtr ova ss /wc�T• . _..- _ CHECKED-., FC .a RC:B. ,.OREGON 4 , ADD CL�_ t L_L�✓. . ,. r- ENVIRONMENTAL ENGINEERING SERVICES PLAN PROFILE 7 2 ,e� O' y� C� _. _ /1��2+E ,1=74TUM /�C/�L7RN!/f.7l177L►� 'PEp�.Rf � �pQ�' /� ib0G� cavrou� /N�O�J✓lATiOn/ _ _ �o ;,,,� ,�,�,,—,, .En PORT D, OREGON WASHII IGTON COUNTY , OREGON FILE• A .vaa ROA/ . S t� CZ-AS., O i�/ SE t f ::r,/...... `.•- . NO.( REVISION BY DATE. NO. S� REVISION • G 'BY DATE " bATE' TE: AUGUST,•'-•-.t 9T8 _ • ' _.� � /_ 748 .o , • NW . _ - — 1190- HIIIMMIWINI•fl iIMEWl ifEWil r-'616 i ii ili�if i MWIllh.T'rir Ri a� >�i�fliORMW. WIIII■H rr(i IEWM LENT INIp, >�i llilI iIMMIONNWITIMEMME•T INEWUNME11111 ■ . 1 14 " 1 2 3 4 ..... $ 6 7 8 9 1J I 11 • •.r• 12" 1 I "`, • A 1191V. 8" TEE OUTLET I , t r 2; m r.. lw 24 3/4 " t--- ------ -J '; '• .. • NOTES �. q . e • ' 'A ri: •- . •,• 7 I. COVER & FRAME TO BE MACHINED ' • �'' ) i - _ _' GRATING SHALL HAVE TO A TRUE BEARING ALL AROUND "T. r2i:EMfa:13 GRATING wige,'',' " 2" BARS d/ 2"0C. W/ 2. NOTCH LID FOR LIFTING HOOK L 22 "3-2I/2 x2 -2V2 3. THELETTERS UNDISTURBED EARTH i/ FF A 2 L: --.. 3lB " NOT LESS THAN \\%\ � • LW �•_3• �, • ' ' -'� OUTSIDE DIMENSIONS, 2 IN SIZE . IS TO BE CAST IN THEri:Tb 2 T "' `� 1 INSIDE 30'\' - BOTTOM TOP OF ALL COVERS. 2 5 *llU-L-�L_ - -J 1- .• . OF DI CH8" SEWER PIPE 4.' I . - „\�'. . . I �� .e. N -t , . � ... • • • • ii - in 6" MIN. CONG ENCASEMENT t `k,.,-�---= 1t i •.4_4 ��► ���� N�\�S�� .: ' AIL ALL SIDES '1 i �• `. ��i i • i / i ♦ ..—..— —---J • I---- `� •�---J --� MANHOLE DROP CONNECTION . . •• ,;_ ..; 0 . 6" 21 - 10 3/4" f" ill 1,... 5. ,, 11" / ALE '- " •� 2.- 1O" 1.I'' 2 3 A'1N0 SC 33�4 ge " 20' 0" • 0 B 2 4 1/2 _ 3� ELEVATION ®—B SECTION A—A 3 i" m. 12'-O" .f- DITCH INLET DETAIL -6" .., s• I NO SCALE STANDARD • MANHOLE • d R,W C L R/MI FRAME a COVER 2 • 6» i 2.- 0" _ 2'- 0" •, L NO SCALE ----- . . .. .,... !!s- - - '- . - - . • . m EXIST PVMT. a=so.es.. 3a — e - = MANHOLE s s a�s.**= - _ -r- - - MH DROP CONNECTION . LOCATE t rA UPSTREAM OF MAIN COVER SEWER LINE � SEE DETAIL A-2 3" CLASS C" A/C PVMT 4 7t 12" DRAIN TILE ___ N Di • • 2" 3/4"- O" CRUSHED ROCK WEEP DRAIN • SUB-GRADE- • FLOW AS SHOWN 8" 2" - 0" CRUSHED ROCK a • I FORM GROOVED INVERT AND (EXPANSION JOINT MAKE SURFACE SMOOTH TO Age .. ` .. .. .. .. .. .. , I DIRECT FLOW I _� • 2' -i9 7/8" a SEE woSH. CO. STD. "1 TYP. HALF STREET IMPROVEMENT B SWARP HOWN TOG AS FORM I 34 - 4 V2" aN, Ed- 4 AL STEPS ' I 2 LOCAL DEPRESSION _ \ • S. W. NORTH DAKOTA STREETt____ - - - - (DEPTHI ,, / -- �7�-- - -ail -�' - - laAllN SEWER LINE • � NOTE = \ / • I CONCRETE FOR CATCH BASIN \ / iv 16 3/4'• - 3000 psi 28 DAYS - 6 SACK MIX. `� �� • _N -i FINISH GRADT_�s = ' 16" • . Tr 3' DRAINAGE BLOCKOUT `{ r, • Lb' 1 .i 7 NOTES: " °°. t c I• I CONCRETE' TO HAVE A BREAKING STRENGTH OF TAPER LINE A I -O - T • ;.:ijt. 3000 PS.1 AFTER 28 DAYS ' o e I-' I. R --4=- 2 EXPANSION JOINTS N �, rj .` '• - .=• A. TO BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB •: .: - . : O . 1) AT EACH COLD JOINT e • ' CAST 'RON COVER / FINISHED GRADE OF STREET _ :< ' s r a - 2) ON EACH SIDE OF INLETS /������ero�N""' 9 FRAME AS SPECIFIED _ _ • 3)AT EACH END OF DRIVEWAYS 10" CSP _ SET FRAME N � 01�� 1 q• TO RETENTION MORTAR .� ____ �r, _L B. MATERIAL TO BE PRE - MOLDED NON-EXTRUDING ` =i'. -RISER RINGS VARIABLE MATERIAL WITH A MINIMUM THICKNESS OF 1/2" STRUCTURE ( MAXIMUM I'- 0" ) _ . .. . .. S � 2% • " 6" SEE WASH. CO. STD. �� 2'-C" 3. CONTRACTION JOINTS e --- DI & 09 5" • 23 --- ECCENTRIC MANHOLE TOP A. SPACING TO BE NOT MORE THAN 15 ROCK BASE " ! _ ..B.B. THE DEPTH OF THE JOINT SHALL BE AT 6 113/4 6 STANDAR ; 4t3�• LEAST 1,5 INCHES . I'- II 3/4" MANHOLE RISERS 3 PREFORMED PLASTIC GASKET 4. BASE ROCK - 1-1/2" MINUS, 95 % COMPACTIONa.m., 1c�••. CURB AND GUTTER 5 DRAINAGE BLOCKOUT - 3' DIA. PLASTIC PIPE . , o .0A N' COMPACTED 0CATCH BASIN DETAIL • ., GRANULAR NO SCALE MANHOLE STEPS • �-� 1 i BACKFILL NO SCALE AT !2 0/C d • I ;\ - • y J� i STANDQR0 MANHOLE FINISH GRADE ! , ,y. FRAME 8 COVER a' UNDISTURBED GENERAL MANHOLE NOTES 12" 1 • \ EARTH -- - - ---• - - -,.♦.-n ``=t -�". - GROUT �.�....., SET FRAME IN �� �—'� RISER RINGS VARIABLE I. POURED CONCRETE BASE SHALL MAX ' I • v • - FE MORTAR : 7 (MAX. 1'-0") - BE 2500 psi AT 28 DAYS, 5 ? _ a ` NOTES' INSTALL 3-3/8" "RED HEAD" • '• .•' TO' ,AS REQUIRE• SACK MIX. -- - ~' 5 -0" 1. CONCTEHABE30 . .1 2. • LOWER PRECAST CONC rRING p if - SPACED EACH SIDE. �!• • •• PREFORMED PLASTIC GASKET TO BE SET INTO BASE �` ' 28 DAYS, 6 SACK MIX , SLUMP RANGE ELEV• 2Y4.O ,"� xi_�_ .r LEVELED BEFORE CONC., IS f ,,;�v ---•-1 - - '�""-�.+Z ' ` OF I- I/2" TO � �� STANDARD MANHOLE --� -• A � •:'2 X'�X 3/� L EACH IDE-SEND TO FIT ,_ T " Aa' •� " SET MORTAR JOINT O INSURE • b SET IN FRESH • - " ._LAND FASTENED TOW 111 W/ 3•s/8 !� ► ' • e. e. 2 MINiIiIIUM SIDEWALK THICKNESS SHA .L BC 4" RISERS (12r,24",OR3g ) , ;•t BONO• �' • v CONCRETE 8� GROUT ' " " '' ••tBOLTS / SIDE ^c a Z1 o ,: - 4 CONCRETE 3. I/4 TO FT. GROSS SLOPE " =o :I ,: v i 3 ALLOW A MIN OF 24 HOUR_ - , - '' ., 10 MCSP 1_ TO ELAPSE BEFORE PLACING o 1 '' MI ` - l2 LAYER IMPORTED 2"- 3/4" MINUS 4. SIDEWALK PANELS SHALL BE 5 FEET SQUARE • e/ ' ;-k 1/2"SQ ORIFICE C TER AT BOTTOM '�I c v t BASE MATERIAL ( 3/4" - O") 5. EXPANSION JOINTS AT THE SIDES OF DRIVE 1 24"� CSP REMAINING RINGS 8� CONE. 6•_ O•, M,N WAY APPROCHES , AND UTILTY VAULTS. ;i Q ,--j 4. ALL MH SECTIONS SHALL CONFORM ----- ------- - -- - - --� K 6. JOINT AT CURB - EXPANSION JOINT IF POUREi? e _ TO ASTM SPEC 4T8 - 61T STANDARD CONC . SIDEWALK —�--� - S. WEIR SHALL BE INSTALLED 1N OUTLET AT THE SAME TIME OR COLD JOINT IF JOINING ,.� 1--`-- v RETENTION STRUCTer�RE ONLY NO SCALE 2 EXISTING CURB •: �' • 1• - �� ' • 8' •• ~.• • • . . F 12" LAYER COMPACTED TYPICAL MANHOLE • tlew 7 �- GRAVEL ( 3M4"-0") NC SCALE I �' 61- O" MINMirir. ,•I ► ' •.,si RETENTION ' STRUCTURE DETAIL 0 NO SCALE �e fin , - - - • • ,_. ._.__. +o><xa• a '''% /� RELOCATE WEIR /K DISTANCE FROM TOP df WEIR TO .pES : FCC.: RS.B. 2 • •7 ♦ r CHANGE WEIR HEIGHT BOTTOM OF LID C.K S . C, ADO NOTE •- COOPER S ASSOCIATES, INC. WINTERS ADDITION oR£cot 4 A ADC EXPANSION JOINT A5 COA/57.QuC7E0 $I fl, : FCC.; RC.B•et ENVIRONMENTAL ENGINEERING SERVICES CONSTRUCTION DE TA I LS • 2 •�,y *- j T A9�0Q�.v? CHANGE TO FULL DEPTH AC 8 ROCKS • ♦ /MPS• ~ PORTLANO. OREGON ' /dl �,) • ct;Afil��E 1►EIR ELEV. ' WASHINGTON COUNTY , OREGON FlLE : CX U ,MOOTH INVERT CHANNEL � E NONEI NO. REVISION BY DATE NO. REVISION BY - 4ourg /Awl= AUGUST, 1978 _ - PrCvf.,th 063 Sheet 'Y q • r■11r1•■r11r�er�rllrrrl lrM11r - M.. MMr11W11`i11rrM11■rrllrrfiirMtutiiaw�i��cOMllsrr���iran�lls�al�iaNrrmili'irrM r1>trriiii�iarMllriw'�1rrr�llr�� rr M11 3 • "@1JB© ' - 6 7 8 - 13 1. - "ram 2 _