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HomeMy WebLinkAboutTigard Park T — E)(15TINA q0U3E. - 3‘,/ A/oRni—P,ik:o-i4!ill 175-7-kiii;- ' -2' 1 \ ---- -- -- A I 5 6 / 1 ..._ ------- N // 7 / I 7 I 8 I 9 -------- _ ------ , /N57.411. 6"Af../x2"/PT P.104 L ,_., 4.- ,4 e-4 WI Zs 64a(CO IN CO/VC, 7 8 1 , ,,, , , , , , 7- Th 4iP /C, ear NWT OF CIIK5 IN6TALI, 6"Aiix 2i7pr Paid ____i n ,?, PiralECT 31re 40 ------ .fi) .,„ 0t3 ----4----,, 141 a"eaALY(60) IN CO -' cc 7 TAPAFfIC er9X//V i (') ''''"---,,,,,,,„, ------"' ,-/* i MONT OF awe , ,....2,---------,--------, 4 (..)ui w 0 \\\ ‘ i 1 9 16 7/ ›.- w \ p ( 0 1 -1- ; ) 0 0 \ \ 20 VIC/N/TY AMP i --) ett 4 II 0\\\ tj __ /) 1 3 \ ( 0\ \ _ _ Q \ / / _ I CONSTRUCTION NOTES: /N5 TALL (111 0/ 10 I 5 ..., \\I k) ( 7 1 1. Notify Tigard Water District (TWD) prior to commencing construction. i 21 (Superintendent John Miller or Randy Volk: 639-2591) . 2. All work shall be in accordance with AWWA standards. i co , 0 I I — 3. All work will be inspected and approved by TWD. • , 2 1 I '/' ' ' 4. Fire hydrant assembly consists of 6" MJ x 6" Fig tee, 6" Fig x MJ t I I c•I /0' 1 I I 4 I I e. /A1,5TALL lo"CY I I gate valve, 6" MJ x MJ holding spool, and Modern Mueller Centurion fire hydrant, A-442, 6" MJ, 54" MVO, 3-port (2 - 21/2" NST hose ' 11,11 22 I - /0' connection, 1 - 412" NST pumper) , 11/2" Pent Opr Nut, open left, color: yellow. 0 5. Each fire hydrant shall be installed upon a pre-formed concrete , block with 11/2 cubic yards of crushed 11/2" drain rock. Tarpaper will I 0 ,5/NWALL fl/ WATEK METER,5 if3Y TWPZ/1/ i 1 I be laid on top of drain rock to separate rock from earth cover. 2 13 13' I ,/, 1 23 6. Poured concrete thrustblocks at least 8 square feet of bearing sur- A, M157ALL F.14 face@ each tee, cross, and blow-off location. \kt 0 MI74 4 i„ "Car' 10' 0.64,91ATION ) ) AI 7. 36" of 3/4-inch minus gravel for all mains. la, _________ /- ----____ _ IN6T4LI. 6"av --- 8. All sanitary sewer lines 10' laterally or 3' vertically of water 4 3 1' S S SW TIGARD S T ___________ \N' \t - • ,_____________ s 1 „...1 mains shall be encased in concrete 6" thick 10' from crossing. EA/167NA 8"C/ ______ _i__ ___-_-_-------- _ 5 S , , _________ 0% Where crossings are necessary, they must be made at approximately ill . ________------- - __ ___-— 0 < 900 with at least 18" separation below water line. _ + _ _____.______ K 0 0 EX/577/W 45"c/ ---- ! 9. Mains shall be tested at 150 psi for 1 hour with maximum loss of 5 psi. Static pressure = 100 psi. Individual pressure-reducing eur-mi &lc 42 Ali CIF0.5.5 valve will be required at each meter, installed by TWD and in- (PO "6 5ouro AMP .6"13Fy I A 41-L IN 4 ANP 1314'5 ____ 5_,.- eur JA, 81')46".41,/ 4/42.5.5 millImml 34 cluded in cost of each meter. Meters will be installed by TWD EX/57-/A16 04 (PLUG 5007.)ANP Z-6"5FK5 /N.-LINE ANC)e; upon individual request for same. 4101 ENP PROJECT 10. All pipe and fittings will be cement-lined. Pipe will be Tyton Joint Ductile Iron, Class 52. 11. 0.S.B.H. bacteriological tests required. MATERIAL LIST: 12. TWD will install all copper services prior to blacktopping of Item Quantity streets. 1=6" MODERN MUELLER CENTURION oR Ito; ND 6" TJDI pipe, Class 52 560 feet 13. Upon completion of installation, contractor or developer will 5 I/49MV0,3 PORT, I 1/2 FIRE HYDRANT,A-4 42,6"MJ, BEHIND BACK advise TWD of total construction costs to which will be added 10% PENT OPR. NUT, OPEN 8" MJ x 6" MJ cross 2 each for district inspections, water loss, overhead, sampling, admnis- LEFT,COLOR: YELLOW i8" MJ butterfly valve. . . . . . . . . . . . . . . . 3 each tration, etc. , and 2% for engineering review, including "as-built" 8" MJ solid sleeve (Long Pattern) . — 2 each drawings, intersection maps, updating master map, etc. —1- 6" MJ gate valve 2 each 14. The estimated 12% to TWD noted above must be on deposit prior to VALVE SOX • a i 6" MJ x 2" IPT plug 2 each beginning construction. . 0 - SH*VIV EXTENSION 3"OR LESS ILK-3._ 2 A __C. ,(74 (-,1-,- ,og - ----=====__ _ ====== _____== Fire hydrant assembly 2 each ============= Jk3- -. -i ogoso ril IT This Rcoo a DrIwn3 i 5 m w.7 ade a ,),-,.,!:,,by tilf..)(7ty of Tigard CIS a public service, _____ . - his at TheiTratZA;a1 contained wililin Ltk,) ;'''.1o.rd, F. 7:1,. ic;to reforeqco purposes only AN LE ,1 M4 HYDRANT OUTLET ea FLS x M 4 40 i ,and the City makes no representations, wa v ni rian,,,,,s, or ai-aees X °I n SATE VALVE r*2 -----=--==================ENGINEER'S COST ESTIMATE: of the ::,t,--uracti of the mate 4 rial. • IC, ll ; _.. i I I > f 2 toil itll I ,r,, •!,,, r 560 feet of 6" DI pipe @ $18/ft $10,100. 1 , I pi, A * -0k ' 1, '1 Zickt 7'-'4•''''W MAIN %WA%,x FLO 2 fire hydrant assemblies @ $1500. . 3,000 ,-1' ..la ' COVER ROCK A ,,, 3. TEE(SEE PLAM TIGARD WATER DISTRICT W TAR PAPER—,. l'fli....,;,X::: ' LONM,IX M4 - 1 11 Miscellaneous: cut-ins, etc 1,900 -,-.:- - BEFORE BACKFILL- z ';''.:r...4,-.1•., Noumea SPOOL ‘cc,0 P a1i#.-40/fl#e v, GEARING Total $15,000 GII4, 51a 8841 S.W. COMMERCIAL STREET •TIGA-RD OREGON 97223 CONCRETE PIER 4 DNriRocK $c BLOCK (3StFT . 7149 1 TELEPHONE (503) 6391554 2 BASE/ Contractor's Bid Estimate # // / ''/ , A -Ai,,,,, ...V 1 1/ WATER PROJECT ...- Contractor's bid estimate $12,700 ... A 41 STANDARD FIRE HYDRANT TWD (12%) adm., engr. review, etc. . . . 1,500 15 i,4.),, „0 , 04? le 4,,-,/ TIGARD PARK Consulting engineer (6%)? 800 SJK , Total: $15,000 Robert E. Santee, P.E. Administrator Scale: I Hz.50/-on 2 5 AUGUST 88 DRAWN: MIKE SOUTHWEST OFFICE SUPPLY _ r__ _ _____________ _______ ____LL _ ___._ _ _ __ ._. __ ___.. ... .. .... . . .. .. ___ - ...._ _ _ __._ .. __ __ _ __ __ _._ . _ ____ _ . . . . _ _ _ _ _ _. __.. .___ _.. __ ____._ _ __ -. - _ t 4 . 1 . t t . 1 . . . • construction plans • • . TIGARD PARK TIGARD, OREGON • AS—BUILT I — 2-90 J \ ".`..F.. y �1- i L—,t . .7; yI �, .�i 2 i 0� . RD u Of� RA.\ M�j,��vi.��..:L" am Y 'S'.�.��'!or.A `►vHE`�O ,^._ 11• 1. 1 I ¢ ;c .c I' s. t —� 4 CLI i !tzi ` 2.:3� , . c._,1�S A.`t, `3_.d'-'K EFON IN C-Pc'p., M p 1•'� t I �' N Z •' ttp ! > y \., t:• T A `5\� ':a„6a '.n�, \v,... , n =-t'i0., YS Y.% L T N 3 .,.Y ta•r••St l,l!: 1TM•Y (`( CV O' Vp.� N 1 C • t i G N `G LC T ..,VI Cry�(:A••:\M�\• �I I. n t ?'V Olce C>� Y�, \ \ C > — stioes/+ui:�,.tl�� � f •`".. � iSCyOL 5 t>" t: ,�� Sw+,;:� � `u 3w�iC�LD�LTF'i'��:i l o �I I \�-tt!_•� >�.71 ,s;� :� '��.<LtuNtrvoo0,�� ,i COTTONTAIL T .l.N •• ' $p ,,,�i-, s,�� LOOP �u .= vH v'ti.-t?;=^�a VnGG CS`!r O ,�"-ttv �, Mi'•• cif F`O� S.V i�' Ir :��C'ii�On "t ti tip.= L�,1 ':: � �'-`J� 11 x t_ =!.� r sl.r. �,- _ —het- -- ---Sl�i_—_. _ .. - ---- sw - (-- — �` :fit": V S ', - --.. :dAnzANITAn"-D +v I1� i�s�: �1 QAI OT yST `` .. 1 ,, .4..> I l$ 'CtR - BURLittEtGHTS.•.; IN n < '' ' ,?, (<F.F�1."�° w ;-1:; .J:1z, L 1.1tE.__ 'gT'4 'Sa9/CP°4''i T� l. /. d:77 ~� 1c �C/ / St=CLD1 ,- �• �f?4 I G. cw sum^` ... I'_<SvV— TIGARD —�S y �O�' SW 8RISTANYI 3 + y it i, 4�'''ii'�> tt000 • • �G > Sl%4e� SW PARES(CM 5 C • ''yaa 'SW McXth. ST SO MOR.VlNGHtiI �At: i� 4l Cwp� H A. >. .1rt .Yi7.1'1:::.. .1; Ty�mil•,<•.vi S1Va�1�ATHERiNE > ► $T ��� '�• Op`' - i ' - .._ st+rN6\ w •t. 1:�w ET! �j ��yl� 1 SN C t �T'G"F '14 ter zi'' zi•i t S Sx a�1� JR •:R',----D .... . _ .:,. . „0,..,. -, ;t„( i....,....c3it,:st.„,„:.:: 1,....t,.., 1 I___L .,_.---,r,..,.7:„k_ ....< • { r\\q �,JACK-:-e,,Mid ^I S\` J s> _ �YYY PA jt2C� =151V ERAOI T ' `,, si • ---�SW WALVZIT ST2 - . 5 ,,, C...9):....,, • a < t,� `��%v .•i . t c\ fFFA, }'i'"1 \ i,=1-.�SR; Ci ;y p. ?�� 42711 S,t ,-,,wd" �y.',1. �( S� `� N $1 \ StIL'� :1 >_SW 'nL I Sy 1 S_(^: x�Y .. .Ay \ �C1 ` ` 1�� .� C CARMEN FOtiNER 1 7- ,,.,, oti - } rcCa.1+1 SW A.,EAT ST I`" ;` Q �s . I Tr/ ST s ., -.1 „`y1:.pt iN 5,N DEER_Y_DEt�I G/ C]t I Z.�., JANES 2 w,- SO ei}` ;� ,----CT, ;--cT ';'ti' f.� .,, I1 `f _t�„ d PARK ST 1 J .,' _\SW MAR:ON STI Sao 4�1 /r.Y=t.� �j� %•�•^ = . • _ _y}. ._— / _.� ,C-•�C....... �^14 i....1..� `,.�} :p..k,2•.•.T C�`I COOK r. . ' i n: .,1 G To At C a ...I i____t___,E IN l t `lrSiav:u:: r� wY SW al = t 1 ! t tv R,;y I erva V� 1e ! 7S YIL1Yi!OtiyT 9� >fi : Ss A\lwOar u. InEVW70UN' .T:w,:•L Q i p> 1. �� ���� � ! Ft;I �$W SAARDE',f1' to ST . y"•!r �T'� IR DR ;�_1. t t2C�00 i,,• 4 it000- '�Y '' 15�1 HIGH i x e t ur _ > Q ._i I ' , ! OUC C.TL>t ,.N!L,f Hl LN!\ w. ?; 13 �p`R „NI/rem;Vlftti I E < <- , stv to—a 5,::alv-• C�yo : vl' N -9- TEtt TE 1y� I CT U� W!LDt4ClpV, ; eG b• QUIZ-- i i ptTv i _fit mtoioco4 qj lS 10_ ` 4500 i . GI �� G 1 1 t Tf Iir ..in �. is\$:: : t '! VICINITY MAP • OR ...., AK CORPORATION . P. O. B0X2302 • RIEST � EN � INEERIN � • LAKE OSWEGO, OREGON 97035 0re on 97123 (503) 649-2927 5340 S.PE. Hacienda St. Hillsboro, g (503) 684 6541 ' • Fc-os e.c�' \S )44 s ,� V 8 — - • .._.. ��iii� r�i i����ro���ir��ii��i�� �■ ��-� >a..��eem�a. d a ;Q a�ma�� �� ti���� ��� �a�� �ii a� • • i 1 NIE 1 ._ . , �k 2 3 _ �aa�r ,, • Gen_e_raj_N__ot_es: Weoerl4n Note e: ' 1. All work shall conform to Rho :Il•l•Iov.••.1 elans, 1. all wattrliae constructicn shall conform to the • srecifications. and the requirements of the City of requirements cf the Tigard Water Dlstrlct. DRAWAGEBLOCKWT r ;•o' MW. Tigard and the Tigard Water District. S"Lmet..mTIC 32' I •Id•0" tttAK. 2. The Contractor shall take precautions to prevent FACE OF CURB MPEW/CQUPLING 16, �1' WITH : POSTS I ( .. The 'xlrttug utilities shown Cn the plane al- Item foreign materials from entering the pope and fittings 16' STREET WIDTH i' (cam) g record ooly, and the Contracto• ::Hall call f.e le.eo during construction. 1 Aar Air }+5• make ex( lo:atory excavat:ens, er take and "t h• : 20" • \ ` ` \ _ _ _ _ICI' � ' / / ''' 1 • al \i measures necessary to ennerc that nl 1 eel••tit:•, 3. Pipe sections and fittings that will not be subject tc ! /` * the normal disinfection procedures shall be cleaned . f , . \ ` ` \•\ \ `�, NY r /'' O / / / / / � 5'Mlt•L •,""'•" " utilities. are not damaged', whether shown or. the plane r :w.. -'� zl_ l I�l �� immeduatelyghly anrioratoebeinghplacgchydroc::'.orice solution or not . • 1"eATtER --� N;ROVr1D 45• I.I �� _ 3. The Contractor shall obtain all necessary licensee ;an•.i .� prior t^ e i I"- - Wit'- 6» " ' /� Ad �•` AInecessary p 4. Notify Tigard :rater Dls,.rlc. (1-WO) ._ _ commencing ROAD --_ A. i, .; • �� r` permits to perform the work. I _, f r - e IH I: .. */ construction. (Superintendent John Miller or Randy 1 'It. 1 1 •,. = = Pe _ u u u �t Engineer�2 -°.- 4. The Cont aetot shall notify the City of Tigar.i n:ul th.• `col' 's= -=S'- ) 4 hours before resutniug work aft•�t' :ilutciowt••• ,,, I j r .'.. , ( ' except for normal resumption of work after Saturdays, 5. A,: wort: steal: be ill accordance with AWWA etandard CURB s I ! "•I. Sundays. and holidays• - _ approved b TWO. C MIN. BETWEEN1 f . , .. CUTS ON SAME PROPERTY. I 1 I h. Al work steal be inspee ed :+^d ap y -:r �£%• -:: L;�{ :�.•ar�.T7;' ' - ••• l MATERIALS+ ` ELEVATION `-' 5. The Contractor shall maintain one net of pines on t h•• 'J JOINT ACCESS. ?i7iy e/�V^a. c (AGREEMENT} " Gnu/Alamo job site that contain "as-built" information, shotonct "ire hydrant assembly conslst,ng of 6" MJ x 6"_ Fig. • BASE COURSE 2z2x40;t2GA.GAL anychanges in the work from the approved design. This tee, 6" Fig. x M,J gate valve 6" MJ x M7 holding spool I 1 se" �I•• 2Vex2V2"xI8;C2GA.GALV PERFORATED STEEL a/s' GALVANIZED so No. set of gplans shall be provided to the Engineer ltpon and Modern Meuller Centurion fire. hydrant, A-442, 6" R W +-J `-- -- - -� 3, "- - MACHINE•DOLTS/wA5NER5 completi •n of the work. The Engineer shall ere theKJ, 5 1/4" MJv, 3-port (� 1,'0" :rST here • -.-- GROUNNDD c. 3 p n I• CURB I - •�-1. 2If4"X2!/4"sat;'.t2CAGALV.PERFORATEDSTEELANCHOR Nutsections. 1 4 y it$: pumper) , i 1'C•' Pent Cpr " final "as-built" drawings and proved? one (1? t of..� L FOR USE ALONG MEDIANS. GUTTERS OAAY BE REDUCED YTITN PRIOR 3 I + • my t a r plan t o t h•� City. N l�t, C p e ri left. color: y 2: C w. - --. .." APPROVAL FROM THE ROAD ENGINEER. -1 1 i •• S/8 x31/2".GALVANIZED HEX HEAD BOLT WITH LOCK WASHER, . R --� �- 1 - - . n_ 8 Each, fire hydrant shall be Snetai 1 ^d.,upon a pre-formed ...pen P&L AFTER 200AY3. I8 O , • OR 5/)6"CORNER BOLT. i t o • NOTES: The Con!r zctnt steal l serif; `tr 1tll: bit 11 . t r ^ ; cc:,rete block with % cubicer eet eras^ 'W 1 1 2 COI/CRLTE TO HAVE w CREAKING STRENGTH OF 7000 I O 7/Id"x 5" ,GALVANIZED CARRIAGE WITH FLAT AND LOCK •n� _ PAINTEDb _ .. _.. ... t p _a_n rock c..,Il±l, Publi• improvement Inspector , at City {{all {t' , ^ e 1.THE WHITE BER SLACK E RE WHITE STRIPES C.ral rock. T3rpap� willC: a '' �^ I' 1 I I s. EXPANSION JOINTS ; p ' )IYASHER.2 BOLTS PER RAIL PER POST. RAILS '''--••• S.W. Hall R 1 v c}. , Tigard, 0 r .Ion) i w n t y-f n u:' (:4) t: PROVIDED. . STRIPES SHALL eE REFLECTOR12ED �•: I �. ec separate rock from earth cover. v` MIN BETWEEN ADJACENT I 10' MIN. BETWEEN TO SE a AT EACH PONT OF TANGENCY OF THE CURB. I 0 before ccmm•+ncin9 and cunst:Ilction walk within c S IN7ERSECTtNG STREET 2x8 CROSSRAILS-PAINTED WITHREFLECiORI'E0 RED AND "�-'• *FOR WIDER APPLICATIONS,MULTIPLE SECTIONS as Limits. Inspections will be r„ ui I ed at the eta: 1 end PROPERTY LINE 8 ACCESS. 2) AT EACH COW 'loam' _.� "' ?t blocks: .1 l ~ I ACCR/W 6 PROPERTY 3) AT EACH SIDE OF INLET STRUCTURES. 0 WHITE T SHOWN SHALL DE USED. end of each of, but not limited to, the f oe lowin0: dour concrete thrusteast sq are - et of bearing surface each tee. cress• and blow-off 1 ACCESS• 4) AT EACH END of DRIVEWAYS. i.�/.�• �� 2.SEE MANUAL ON UNWORN TRAFFIC CONTROL DEVICES 5) AT LOCATIONS NECESSARY •10 UNIT SPACING TO 45 FEET. 0 2.SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS ,�• \ =I FOR STREETS AND HIGHWAYS AND THE OREGON Gr aa111Q: $t r•'t L 1 ccat i OP.. /L • MATERIAL•TO of PRE•MOLOtID.ASPHALT IMPREGNATED.NON EXTRUDING. O AND HIGHWAYS AND THEOREGON SUPPLEMENT. WITH A THICKNESS 0F 1/21NCH � BARRICADES 1!.. �- SUPPLEMENT. Cut and Fill Slaking Hot i `• Vert. ::taken 10. - ALL CURB CUTS TO BE MEASURED 6C=8 BARRICADE DESIGN ' Temp. Drainage work Subetede• Cut/Fill wet 13^" jo:'-r of -/4C" gravel for ai'. male:. - FROM TOP•OF•CURB 'CURB, 4. CONTRACTION JOINTS i I sf-1 BARRICADESACA -- _.. •thick TO 70POF _ '" I c C-OOARRICAD work Curh corm Instal lest tau ;r a 1 G ,tea _i _ c= ' A. SPACING TO OE NOT MORE THAN IS FEET 6C-9 BARRICADE APPLICATION = 6 E DESIGN Due , y f 5 0' >' V J i• _ i ti •'t/Erosion Centro _l v• _a 4 THE oEPlN OF THE JOINT SHALL IIE AT-tEASTII/2 INCHES. ? j•-4-a6- 6C-9 BARRICADE APPLICATION Base Kock Inst zt l ilt'ion cis::I ice_ ral se dead, ;r •t` 3 All.MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE Sewers 10' f e e^I i c e n.a. Where r o s�l.^.g e are A s a I vows Leveling r e•� st al 1 It i•nI _. .et� " they v, �.S.N.f S. O° ROCK-2-0 ORSAI-O 93`/. COMPACTION. BASE ROCK SHALL OE TO WITH THE CURRENT STATE OF OREGON STANDARD SPECIFICATIONS '� i S.ALL MATERIALS AND WORKMANSHIP SHALL BE 1N M.H. C C.B. Staking Wearing O Courset tT.n s t a l l.'.t I 1 muS C �J•' made^,3 t a?t!r a r.l mO t '1; �0 d e.J r'e with I L I leant �ave-• /•'e,so' CITY OF TIGARD toes.+» • DRAINAGE OF STREET yTRUCTtAtE OR 4 IN OEPTN, WHICHEVER IS GREATER. • FOR HIGHWAY CONSTRUCTION. z '�--' ACCORDANCE WITNTHE CURRENT STATE OFOREGON Pipe Installation Utility Ae? ustIa••nt c.�'r1: _ /2-26-7I I STANDARDS ..ev0 .., •.✓ WIJ '_'=' separation bticw water . :e. pave- G. otwNAGE PLASTICBLOCKO PIP S DUAMOTER PLASTIC PIPE END VIEW STANDARD SPECIFICATIONS FOR HWY.CONSTRUCTION. Backfill Install a t i on. Streetlight S 4 :i::S P _ J ^ '` hour DRIVEWAY CURB- CUT LOCATION A. DR. AGE ACCESS Air & T.V. Tests (eve ilay lrletallation _ Static - - - _• O. DRAINAGE ACKFCA ITH COUP EKISTIaG C:IRBS SMALL BE CORE ORi LB.EO Olt CURB - 1 M a: C h o i. a t e s t e d 1` 1 i 0 p C f o: •1 -= . p4A1Rt"e NO SAW CUT VERTICALLY IB EACH SDE OF DRAIN ASO REPOURED TO FULL DEPTH OF CURD. R e r u l f c c i n g W o t( Mon :r i e t I t i e n w n l�: n a::_m ^y .O r C O t S .. �'' ~a' 1e� 1 2.12. ! �WASHINGTON C�OI�NTY ' Traffic S Pry;. control Traffic b Pet!. cent-lel clrl� a:'prInstalled ..are- e,a_:c_. .'3 ✓''-" - Jee ai ��-A- STREET BARRICADE P N- DEPARTMENT OF LAND USE STREET BARRICADE TYPEIII t-Ew h -let ' s t a'-l ed b`' and _"c, _ .eded in -°= c CURB AND GUTTER CITYOFiIOIRD AND TRANSPORTATION AT WIDTH TRANSITIONS - each. meter. Me ter c_ will e b: en (�_:• IGARD _ • DESIGN BY APPROVED BY DRAWN BY ' _d:: I req•1er +lI^•' - -_.• A W �v�/��A}./aa��.va-.cvr DESIGN BY APPROVES BY DRAWN BY {t OREGON GA RB DATE CIVIL ENGINEER DRAWN APWA NO. WASIt^C O N0. Street Notes: ',i A.: ?=^-? and r r-!1C.r will _.a'^.E'^. Pipe OREGON GA RB , - DATE DRAWING NO. I�/71t r -z1 .G.,..FO-•- ails Giese NONE ' I11;-T . A. .i ee n ..: DU,..-_? .as_ SCALE �^-- 1'! „,I.I�_.. sea' DATE ORAwaKi No NTS 3.21=88 • RDr3 1. The Contractor shall determine the type of equipment, n o NTS 4.4-88 Rfl-A and methods. necessary toobtain subgrade compaction. 14. - The upper six (6) inches of the subgrade shall beC.S.E. baste loicgica. test::" re:ui- scarified and compacted to 95% of the maximum density as determined by AASHTO T-99 (ASTM D 1556). 15. TWO well install all copper services prior to blacktopping of streets. 2. The Contractor shall notify the City of Tigard Public Improvements Inspector when the subgrade is prepared 16. tlpc^• completion ^f installation, contractor or and prior to placing base course. developer will advise TWD of total construction. costs - 4 to which will be added 10% for district inspections. • ,\ i r 0:p_ 3. Asphalt Concrete Pavement mix shall be from a mix design approved by O.D.O.T. for the type or class of water loss, overhead, sampling, administration., etc., X t ,I/2'PRE-MOULDED EXPANSION ' LOT LOT i : CURB • pavement specified. The Contractor shall provide a and 2% for engineering review, including "as-built" [ 1 JOINT FILLER f\ certificate of compliance from the asphalt concrete drawings, intersection maps, updating master map, etc. EXP. \ • :C- StCEM tw pavement supplier unless otherwise notified. JOINT ( J t 1'. The estimated 12� to TWD noted above must be on deposit 1 8 / / ', • ' 1 4. The Contractor shall prepare and submit for approval, prior to beginning construction.. o'� b the City of Tigard, a traffic control plan prior to construct: on. SLOPE �� „ ._••- GRADE To MATCH r Y Y +/ I \ . \ + \ «• SIDEw,rK SLOPE. :' 6- u�tri:T Sr4,a commencing any construction work in S.W. Tigard Street. ne �/ Storm Sewer Notes: < Amp :: //AIr +1=. - , 1. All storm sewer construction shall conform to the / requirements of the City of Tigard. • t • T I L z'I _t t0'.6";RADIOS 1 1-3 -1 '� - ' si �tr�' :' 2. Storm Sewer materials shall contorm to the requirements ����\</` CONCRETE SIDEWALK / 1 l/ S x..I for .ASTH C-14, Class 3, non-reinforced concrete pipe, Af• Rim. RRC/ =fi Ra0tt15 without rubber gaskets, unless otherwise indicted on 6-6"RADIUS _ I the plans. FACE OF CURB ` " PT 2 5'•0" S 3. All trenches in the public right-of-way shall be A•t_-' j backfilled with imported granular backfill (Class "B" t � �(�I � I � I.. Backfill). MAILBOX CLUSTER 2-0"/ 1 ( L ,-�• ''' • Sanitary Sewer Notes APRON SLOPE =0.0729 I 2" I I 1 r ;�.•r ' - -- -�-TOP OF CURB ELEV. 1 .IRFFT �� --T-Cr- - - - --� l 6"cuRB 1 ( l � Gr �. �• 1. • All sanitary sewer construction shall conform to the - .�:r - - - t t requirements of the City of Tigard and the Unified -.r.•.y....�.t-..Z%_•:.,:•yid-�..:�.r"^ I }/c -O":•., N . ROCx :0,.g ,rG +-, I Sewerage Agency of Washington County. :•TION'n:•. .t:::,..-..... L_ CJuaSE aS SOct CO,OI :Ohs °:u aE 0 0 -a- tEOVAt SPACINO4 r90 2. Sanitary sewer pipe shall conform to the requirements 7t...:� ". t" e'-Z" '�'�' of ASTM D-3034, Dad shall be colored green for ease of I _ I SECTION A-A 6" I"=2' DIMENSIONS (ft.) ! in-ground identification. X 10 12 114 1 16 IS 120 s•O:rlLLw SLoJE e2oe _ _ 3. Air test reports, Beta video inspection tapes, and NOTE: CONCRETE SHALL HAVE A MIN. SC_�f hONE 0' Y OF tG.Rc • - 1. CLUSTER SPACED ALONG ROADWAY; PREFERABLE saw,? S:OPE 0 :,5i 7 _ t video tape inspection logs shall be submitted to and BREAKING STRENGTH OF 3,000 CITY OF TIGARD ST... -. .. o rE �;ts/'a I - approved by the City of Tigard prior to connection of ='`" "`"�'"r 5 "� '"T" any building sewers to the sanitary sewer system. PSI AFTER 28 DAYS WITH a BDII TO A CtuSTER aLTERNATELY _ _ STANDARDS PLACED DIN EACH SIDE OF THE STREET. -. 33O.. a_.' c� BO-ri BICYCLE and WHEELCHAIR RAMP • 4. All trenches in the public right-of-way shall be .<...1••=S, I l - I •-, suet t"c 2' CITY OF TIGARD Der .v 4,T aEv a`=' ^t ,• = backfilled with imported granular backfill (Class "Be' "'`8-21-78 _ 1 I 5/26/76 )4 •- • 215 Backfill). • <.. I I - DATc 3-�-7.3 STANDARDS ••■va w .,l,� 8/3G1)5�+� - R�yc _ I I I TYPICAL MAILBOX CLUSTER LOCATION .RESIDENTIAL DRIVEWAY '7d-�'-zO'' 1 ACv.3-14-79 RWC DRAW,"O "Q 75 -A -243 • 2 _��` .I (votes 11.1) R/W t (5) R/W 1 R/W R/W so' 1 1. Monument Boxes supl>t led s•MIN. - ± by 50' MIN meter Box Equipment Co. C.SHALL SE CussY'Mex ; I P.O. Box 23095 • a. . �. � Portland, OR 97223 (j� al i-2•/.SUDPE TO STREET `� ; Phone: 692-3200 __' - _ • `C 30' `� 1 2. Alternative types must 17fS' `?5' •25' 30' 0o e o have a minimum eight „��� _tin. ►I o o. ��oo �� t • Se' o� a �Jo o �:o�, "o e "\ _ io and be a roved the ♦"w % A' j FP r ws• o• o o I inch inside diameter, _ 4-F CI, L • i� y nl COMPACT a lTERti IZE StTOORAOE ;\ i PP by ♦ a' f\ J I City.Engineering Dept- ♦:�♦/ C 1 / 6 C.ouoCere oR. . 5, 8. 3N OFA.C.WITH 4"O>= 304"-0 11'IZ J Prior to installation. +�♦4 `/f , _ to- , I ••••t / Sk3. A.G. 6Acr.l=Ll_ 17' S' 8' Ys5^IctE S 20• t► �. ' 9i14 - I 65�~ �.:..`.�...:..�0 [yam" ``" • i • rMilI. r P.U.E.1r 1 14' - is ' .r I P.U.E. I• .: :.N.N ,� -- .not 1 1 // • °�-.'��'1 .., _r =`' .+! :•E: .»rM,� ( • 1 MPPc`IE ME IJT / 1 • .:,mot.;:.-: t+�%r l(Htc+�veMer�7 • - I II. ..« i.. �: tii ♦�Ni..._%.'+• H��!i�t:�'4+.M:.«.♦.... -OR- ,1! iion ..�: _ :ii::..-•... t....................�»<<. . 545E > 1,... 2.94X _ 2. O - i : '��+::.`:.:' .+ «...:.?.' ""w.....r. ...•'H. `��C' (\( i `` `\ �t� � "mat. % S•MiN. • . .1.ti. ..... :,e :{TAX!!! ,..!:.:!... -sys.szwoe 7v FYc�' ..1 n'",. I - • , • r / SIDEWALK ti'�, P �• \\ \ //�f SIDEWALK lae �' - � ' • � CURB b GUTTER �r/.SLOPE TO STREET / \� r *' CURB b GUTTER • _ - - l !/2""CLASS "C:' A.C. 2 1/2""CLASS "C:' A.C. 00i ///'� .. ,. _ •.a - • ' • �� �\ \ Survey Monument- 1/2" CLASS "B" A.G. 1 1/2" CLASS "B" A.C. \ •• �. . e o - _ _ .4 " d b �_o i� Iron pipe (3/4" I.D. x 30") 2" 3/4" 0" CRUSHED ROGK 2" 3/4"- 0" CRUSHED ROCK I2•• - 1 I/2•'_ 0" CRUSHED ROCK _ or iron rod (s/8" DIA. x 30") - 8 " - 1 I/2"- O" CRUSHED ROCK• //// //// /!/ •♦�• and cap with L.S. xetdct7 • �' D• number and punch nark per 4"OF P.C.C.WITH 2"OF 3/4"-0 O.R.S. 92.060 (2) + (4) 1D r and O.R.S. 209.250 (4) • LCONCRETE SHALL BE 5000 P.S.t.AT 28 OAYS,SIX SAC MIX,SLUMP RANGE OF 1 I/2"-3. •�\p • TYPICAL SECTION ='SID ETA LIGHT BROOM F LL.OE SQUARE.V.{DEEP SCRIBES Al JOINTS, EDGED ON 4 SIDES a TYPICAL SECTION • S.W. TWIN PARK PLACE • SCALER CITY OF TIGARD DRAWN BYR-TF t S.W. CORNELL PLACE - S.W. TIGARD STREET • SCALER CITY OF TIGARD DRAWN BY: DATE: //5`6S 1 STANDARDS APRVD BY= �WASHINGTON COUNTY PEDESTRIAN' PATH DATE: 1/5/96 - STANDARDS APRVD BY: TYPE"A"MONUMENT BOX FINAL LIFT OF A.C. TO BE APPLIED WITHIN ONE YEAR. BOTH LIFTS OF A.C. TO BE INSTALLED IMMEDIATELY. `DEPARTMENT OF LAND,USE • REV : INSTALLATION DRAWING NO' AND TRANSPORTATION' , OR BIKEWAY TYPE-A"'MONUMENT BOX DATE CIVIL ENGINEER DRAWN APWA NO. WASH.BOUNTY NO , REV 'CRANING AV R G 2 - /,/7/ ,-. dill b•a5 NONE CS-307 • AS- GUILT 1-2-90 - - . - SHEET NO. . I Date • Revision By 1.2•g0 A3=3uit.:1- KS9 Design Date �� ©P AK tom. �r (PIG R. 0 CORPORATION TIGARD pARK • VS�+12,192 . • 1 z P. O. BOX 2302• • Drawn •Date - per_, p„�, - TIGARD, OREGON • • >2JP 6185' E E R I N -""�' • PROJECT NO. R I E • S T E N G I N G<Y Aqb LAKE OSWEGO, OR•EGON 97035 DETAILS .AND NOTES 5340 S.E. Hacienda St g J ppl (503) 684 ~ 6541 1roC)I - czct • 1 . . . . ......._ - _ Fc-... ......,..,.# 1ski tA,,....41- -24's ..._ _ wa....E....... , . .. _ .. __.................... . " ■��pollirlillllt■■®18��■■1��■ii11■�el[t�ild�tslflpllaaeslQ.�Ipt4 ■ i piailiaIai60a5■■EIl0011rl11lil ■1171.l■1iii'iml0lllinti■ 111111111111 ■M NNW ■■ ■■M1■■■■■(i■11■■■1lll>r■■■IIIr111111■ ■ W -- - ._r. __ - a / \ _ -T 7 1 1 I 1 I 1 I 1 I ..• I t I I I 1 IIIIIII • WASHINGTON COUNTY OVERSIZED • wROI/GNT IRON OR WELDED STEEL ONE MD 5 BAR 1- CCSStO AREA- SEE OWG RAMC AND GRATES ... MID. 0-.104 FOR DETAILS. B NOTES • B L 3/4" PREFORMED JOINT FILLER MATERIAL TO ISE USED AS SPECIFIED eY TWO NO.S SEVEN NO. 3 GARS AT 6"Ot�. W. 17-1 W. ENGINEER ONLY IN CONC. MK3IENT OR BUTTER, AND TO EXTEND THROUGH L THICIDIfSS OF CONCRETE. te I I LW.-1 lye TYR I) CONCRETE TO BE 3000 RS,. 2. CATCCH BASIN PER DCwL. arr Wmt DttMO O4 'w"To ADCOMYoa+TE LAAGfsr •r Lw. ---�� , : VARIES TO MATCH CURB TYPE PIPE DUL ' 2)EXTERIOR WALLS MAY BE POURED -�"~ A �iii,MIli,I:�'i:�'il:� 3. CONCRETE SHALL ATTAIN A MALLOW* COmFICSSIvE STRENGTH OF 3000 RSA. A ��, -- • 1 I I ,i j NEAT AGAINST THE EXCAVATED IN 28 OATSt..... ........t . ______+A A A I1.--1-1- ........... SLOPE IF APPROVED >n ENGINEER WALLS MAY tlf POURED AGAINST ttEOtSTtIRBtID FARM, i P _ 1� , EXCEPT FOR THE TOP e'.ENGINEER. SIMLL BE FORME0. -11�, -(_- 3)ALL BACKFILL AREAS SHALL 8E I. ��tLLER MATERIAL- yw 1 �� I. --c. `` !N THE MINIMUM DIMENSION AND S BACKFILL SHALL BE COMPACTED 1D 9S% DENSITY THROUGHOUT. J + II> t 3/4 C 70 G TYR A ' ji�� A COMPACTED TO 95%DENSITY 6. OVERSIZE CATCII BASINS• STEPS ARE REQUIRED F+OR DEPTH GREATER THAN NOTE 1, OwG NG 0-ql. - ♦fEET, •LTrAtl 2 fT FIIOM TOP TO w(rNIN 1 FT OF BOTTOM i NORMAL SLOPE -) �j y/ I A. 11/1 2 Eft•X in" -'" + 2 r'2 X 7 L .....____1 - - -'JO,EDGE FLAT BAR • I a• REBAR 1D 6E USED WITH RECESSED OF PAVEMENT - I �~ "< H W • CURD INLET ONLY, SEE DWG,Kt D-I04• _- -I--. z a �� 3Q COGC fLJQ TSAR TYR FOR FRAME DETAIL r..E DWG NQ 0-loth. I--I-I N<t Z'-a" cow JOINT OR I TYPICAL OR AS • '41tAlAl^wt111I� B JOIN- SPECIFIED BY ENGINEER StEE OwG NO. D-101 FOR GRATE OQTAIL SEE DWG. NO.D-q3 f 1 u gi ��� ,. TOP FJR SECTION e-e B L I IV Qb ., -�-/, 1/SLOPE OF MKMEMr "...SPECIFIED DRAWING NG CS-304. _ 3 X.•-LAX S&L -.I L q•-0` 4''Q" -1 -- ,,' St - - -I 2" PLAN s I « 1 • 1 110 3 GARS I I LI_ I_ �.1- �-0- 21fr�► 7r • ( t' ,� p ORB SEC NODE GAR DETAIL 4y'�.- ": _ +•.:+o-+-� ...••i, d a SUB BASE SEf CURB PLACEMENT SEE DWG -•• I Mit 1 PLAN 2 • :S - 1e _�• O NO. CS-304 B DWG NO. 0-104. /TOP OF PAVEMENT 1 I •.... •'•- • •+ , 1_ n %`'-•i . .~N.. 6"MIN. F1 If, 1 '}� h IIDTN Dos �,.•. 'X SECTION A-A 1--1 -� » - (1( aN ALL - . so EDGE FLAT GAR(ls EA.) ;•-0" 7 i < THIS PIPE DIAMETER DETERMINES a \ ;�_O• MIN. n A = "V"-SEE TABLE BELOW. ---- - I I Q ^ • A W a MIN 11 ) iO 27'MAX. SEE DRAWING N4 0-100 FOR <'WEEP HOLE--- ° 1._.... .,,,- , .`� �''� a x STANDARD MN RUNGS i0' ~I PLAN a SECTION A-A.PLAN >o Oc f �I-�. - :N ,rd� 6- iit��p.� 6"WALLS �• (1i{ -0 - TYPICAL •`+ MIN. �i T Y P E t W • DUI.PIPE ��I VARIABLE 5AR� A lI4 V^p-S/ '\\ Vela 3"BOLT 0"MIN,t4 (SEE ~ TYPEW TIC LW. _ STANDARD 1'-f 10=t2 -��� I�� PROJECT SECTION A-A STANDARD 1'-1 y2" t'-O" ' _e.`- '• (41) •; • ' /61--w--1.6' I oVL'RSRE 2'-s3/B" Is"-z7• I , 1 OVER312E 1'-t t/2• 1'-0" , ' • • FOR GRATE TYPE SEE (IN NO.D-103 \\ I -_ . _ 13 SECTION B-B 1 \� 6'-- LNOTES MP ALLOWED. - SECTION 8-B ! ' REQUIRES TWO GRATES. SEE f IPOR PLAN a ELEVATION SEE R DRAWING N0. D-t02. TYPE DMA,MK w, LW. I REQUIRES 2 GRATES. , SECTION •A-A SECTION B-B " z. BATTER Of IN" TO 1` TO A STANDARD q'-12" 1'•3 1/4 1'.1 7/e" •r "STANDARD' AND OVERSIZE' ARE wASHAN07oI1 STANDARD a •f:vERSIZE' ARE 16"-Ir----2*-4 FACILITATE IFORM REMOVAL HOOK BAR �r DWG NO. 0-100 B 0-101. t I3"-27" 2•-4 3/4' 2'-3 3/e" COUNTY DESIGNATIONS. WASHINGTON CD DESIGNATIONS. I/2"- 6"� WILL BE ALLOWED. DETAIL OVERSIZE AT SUBGRADE. 3, TOP OF D HOLE SECTION A A 1 REQUIRES TVfO GRATt'3 � . =STANDARD A OVERSIZE ARE WASH.CO.00SI61KAT1ONS STANDARD INLET MANHOLE WASHINGTON COUMY CIiYOFTIt�ARD ^WASHINGTON COUNTY "..._ WASHINGTON COUNTY WASHINGTON COUNTY�WASHINGTON C UNTIP �, DESIGN BY aPPROVE08Y DRAWN eY DEPARTMENT OF LAND USE CATCH BASIN DDALSO WGG. NOE0.100 DEPARTMENT OF LAND USE CATCH BASIN oµLSO SE tol �-' DEPARTMENT OF LINO USE RECESSED CURB INLET ro- �flEPARTMENT OF LINO USE FRAME .-.DEPARTMENT OF LAND USE G (� Q T E OREGON • GA, RB AND TRANSPORTATION a Dwc-NO.o-04 AND TRANSPORTATION a OND,Na AND TRANSPORTATION - Millr AND TRANSPORTATION AND TRANSPORTATION �t �Ilj- 0-104 ,►ice _ i� SCALE DATE DRAwING.NO. OATS fOVtLEtif:1NEER IJRAWN APWA NO. GIRDLE COUNTY WO OATS /�CIVILp1�edE ORAYM1d APWA NO. WASEL COUNTY NO. DATE CIVIL ENGOI/EIaC/f ORAMIFI APWA NO. WA9L COUNTY NQ DATE LCPGB1EER DRAWN APWANO. WAS COUNTY NO. DATE QC[ViLENGti1EER DRAWN APWA NO. w*StCOUNTY NC. N.T.S. 3/14/88 S-) ♦b7�� /Q � ELsb•eS 1-8 (MOD. D- IOI !f/7164 /�•r••• T -4..g-� t ,-s0-3i 1-A (MOD.) 0-100 /li"Y/im. ;4, ce.1.... - �4t.•O. 2 (MOD,) D-104 //J7/QG_ x4/ �.�i Clh b•e5 I-D (MOD) D- 103 20,...'"- ///•r/!sG .�- aFa yes 1-C (MOD.) D-1 O 2 - . + EACH AREA IS I/2 OF TASULATEO TOTAL AREA • • .., 1 ,- Gt.41,21" • -I r • �•••,- , I VO VP' T. �� 17.37. 'T I MODERN I)tUELLER CENTURION FIRE HYDRANT, i r 'I' A-44HOSE2CONNECTION.M 401/2•NSTTPUMPER).N52" ill ii / PENT OPR NUT.OPEN LEFT,COLOR:YELLOW TEE PLUGGED CROSS WYE PLUG OR CAP �--r ' M:N.1 ' (STRADDLE BLOCK WATER MAIN I PER DETAIL) ,(SEE PLAN FOR SIZE)- DITCH LINE I 1=6' BEHIND BACK OF CURB I t R 1 9 ], 1 CONCRETE STRADDLE •.1 _ I r 1 Y •u p ,10"BEHIND BACK OF I BLOCK + •. t'-O" .BEHIND BACK OF =�'- --- =II -'� 0.I CURB I' ' P.•' '..-. RODDING SIDEWALK ''!; _ _ 2 RIGID COPPER ;� q ,{- /BACKFILL - CLASS :° I l0 BEHIND BACK OF ���F"" ;a ..BACKFILL - CLASS ,BACKFILL - CLASS BA SPECIED I rC �� I A R =, s T--`StDEwALK 12' I f 1�`TJ:2"IPT PLUG an. -11 AS SPECIFIED z14 w7. AS SPECIFIED sl /la- 2 I w--�-•- OR MJK2"IPT � �`DIa a+.l =Iy 9E NO PLUGGED CROSS TEE ° PLUG/CAP OI[} _� CAST IRON VALVE BOX �lJ_11 o STRADDLE BLOCK DETAIL IASSEMBLY lit c� WN ,"� aw U.-v vp�"-p.a: IPA -+au, •°O.�'0•O o°dtlM I NOTLI: I I I ! . tu'=t wql Dul(°O"OQQ•OaGop Sol,d pl' wH�'�O•••' ° �pO lu- - ••,• + •.. , ;BIM oI' " -! C74 ORD�pQ C•Q ~I^y •" i41 °DO o t. •CONCRETE THRUST 6LOCKINO TO eC POURED AGAINST UNDISTURBLQ EARTH. �_���.^ � -. nt ccl 12 t"" • 6 c o�, 3/4 - 0 C.R. t2" s D O:.-°.ep 3/4"- 0 C.R. _ i, •l:lrL,. .• f 1 •••-•• • - 14+z '0�7�'°�o°bao+ '2m ,.-1'°'• '.CO o o'nl' COMPACTED TO 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 2i•+., ''' '� IY r, ,y .;, I .,;ti3 ' ho n 0 {� - COMPACTED . O pl .� I y or.R_ ,- -,�I tt o ( 3' OR LESS \ m 1. 1"t:• - _ •• - •C-- 1'-ul6n°Q`0-OOOlSa''`."- ltt= _-_ - 2N1� !7,�-n„°�°° _�S QAoL G4S1-ITQ T-99 3, IP NOT SHOWN ON PLANS, REWIRED SCARtH0 AREAS AT FITTING SHALL BE JIS INDICATED tll� I I'i`tT- '. ,jam. [.* • °: •{ l l TJ29-EDT DI Ilr OR MJ 1L2 IPT y-- e,ne W4•u I -' I' a1.'••`• •„ - ♦••�.:.L.T-�2.000 PSI '�-^" •"u,0;. •_IR y,'�70 fAN.7t•T I V 1-JJ at. .• a O• -IR I •KLow, AodV3TC0 Ir /ICC333333,TO toR►o"II to Fria 1a DI .nV,iVvwl*es i...4 ( =,1 -�,,.y-+ 41J ^••^K� �r p :� I 1,1 , P •.• , • -,,,a .a., ;':.;.S I, • ,.j`±QA 0.�p❑ °-• 0, ALLOwAMLL S00. SLAKING STRESS STATED MC SPECIAL S►LCIFICATtONS. •/l' u , 1*i•..•. . 1 PLUG/CAP - oolrr^•�"- ,i�_r11- "• I aE'' C� 28 DAYS ,1, .., n= 4:4• -�- ` .• wry" w' I _ _ „r_ ' . -lu a SIP -•e f' -.,,.,• 1 l�,A :01:111.::1 � M 1•• 4CDNA1- 96VIN f• tu-..•:• .•�. .4 u-O p tw C• C_IO 4. SEARING AREAS AND S►ECIAL SLOCRINa DETAILS SHOWN ON PLANS TAKE: PRECEDENCE + �`- 1 I,i 1- Ir' 11Hc 1✓•' D/2 - C D/2 -•IOC i}1 _tZ 3 /jF1 rr;.N :: `~ti �,1."d• li.,�. uYC. D 1�..1. ur ------1- .;�W•` !'. NE • ' emu, ° N OYCR SEARING AREAS AND SLOCRIMO O[T41LS SHOWN OR THIS STAND►RO DETAIL. 1,,, �2-r J CONE, ML,ER BOX c c �I` a >�ib COVER DRAWNb•.: '*>z' 'f♦' ' 'r =.01 " O 'MI ,•,a p 1e(`y ,.•„.,�'• r = r, , /�I� 2"BRa$5 a:N,.RICAN A1AC,., w 1 r j7lle3�^�, D w; „_ p u� a", • o •os s. eu1Lo1HG PArcR oR VISOUINC SHALL SC PLACED eLT•C[N CONCRETE •NO FITTINGS. t•--,✓= CONE. TRAFFI. 80X Ih 1;11_ r;l Otrc ," •`�� ROCK W/TAR ?APER .� Ill,_-� " -roN_, S1A -N,J ;y `11 AwWa APPROVEDG•aTEVALVE T� ilmr? � ��, ,.4` �uq. 0. ! - a ,Q9_- d. ALL Poullto IN PLACE CONCRETE SHALL KAYE A 12.1 DAY STRENGTH of M,000 ►3.1• _ NT OF CURB �� I w_ c cNa.<,O • JLt" ais -t'+ p• lu- AND 2'To 4'sLVY►. .=til f0;:lrr Lam, W/2��P..UG m, Q-,4 I...„_,'41 IL^ -+ ,FRO , y� �� ' ' B.FOR. BACKFILL1 ` �,". t-I'Eu1• • iu :w�•�p • Ar __ �n r'trm'�r` GRASS AMERICAN MADE. �t C . frr1: lac -.t.r, ll. OLQ• • O'• w to SIR.• eOtlu= u D/6 olio o y� . 1L-' nic - t• - .z�1M-il• , ° O1= " • •o ° 3/4 - 0 C-R. __ v-.�- - a 3/4"-0 C.R, 7: SELOW SE•RING AAtAS SA5E0 oN TEST PRESSURE•OP ISO RILE AND AN ALLOwASL[ SOIL L; 2• E r tF;"- 2•RIGID COPPER •A + T1 Q"SHORT ©> r 7tI •'• MJ HYDRANT OUTLET '-' J,, I 3/4 - 0 C.R. Qo0 4" :Ora• co�:0 0•°0 COMPACTED TO BEARING sTRtssoF x,000 PouNos ►[R sowec FOOT. TO COMPUTE S(ARtNa AREAS/CR = awwA APPROVED GATE VALVE ��t II . -01 " -c °• ..p 4" �.+ • �'•00 ° -' COMPACTED TO no %; \ 1.: :^�� • 4 i al. Q .o-O 0.�°0° ++1 COMPACTED TO _ •.'o.�p..Doci�O •r ��"'' ^ ° " ° SHTO T-99 plfY[N=Nr TESL►RtSSURCI AND BLARIHp STRESSES,USE THE FOLLOWING 2aWT10N: �,•✓= •W/2 PLUG ,,.' \ • /•- • a 9%e LE 8 - fi'MJK FLG GV��+ •�� ''01 o Iwo a , ° AASHTO T-99 1$.sul-utn9,aNtal,+surcu. 90/. -:'•"ice I �fy�, '1 _ t'sDlmlew�ul<u,Dw.++.p�w=4r 90% AASHTO T-99 3�,ot.4eulewa+tl,:u.au.�:,,�y 90 /e a AA BEARING ARIA. (TEST PRESUME/I301 7 12,000/SOIL BEARING STRESS)K(7Apt[ YALVLI. +1;.,..1 `._,„� ...�_-_'��` '•� 90 ELL cr ITIr� ' � ., ---,- BEARING uaeutNlliutmua'�.�sD._ N.cu.>3ltswzuleulaN.ry,t�,w ntclu�.,gtNautcw:Wa'ulo•l BEARING AREAS IN 30UARL fEET. \ '� ,. '--� - - w_ 1 !='1y '� .It-A `,.RIGID COPPER III�'n��`! I -�:__++ 1 ° sZ rT- k\ -•-4: R n N u etG{ AI a:1o.'IELLr SAND BED TO TOP OF��=,I, '.n�u.:a,,� ram.•,_yl•'`i;�': w�p;'.n'� u1,=�Trri c:+1 /�,y TT u u • - II ICLASS A CLASS B CLASS C _ i FITTING 1 ,W C, 90.0E D TEE PLUGGED 4 4• tit. .':•• :y 5•'' •• _ _ _ d+kr!_.r�: -�•�4 ••_% pro ,!I tL Y N _ / ::. [ s• 22 t/2• t1 tJ o o / I �.- �tT. - _. �•" ..,.,�i� �+�1� -u:n SILO PLUG OR PLUGGED ON RVN 6tND SEND D 1i 'r+j.':r1:T�' t 4 , - •.. -(MI /CA► CROSS AI A2 SEND UR3/SIDEWALK AP LICA.1 ION CU -p_ 90 LL I 'c 'r-s .J(?5T'LL•, ,In-I'•'•�1.• =�"'fl �11gL"5h!/.J'7 !al "Iu r• sal.`._ H••. . L -SAC AP?LICATEOh (SEE w/ r R"FLG TEE 4 1.0 1.4 1.1 I.4 1.0 - - ' CONCRETE • THRUST BLOCK `-o"r�1J x MJ HOLDING SPOOL (SEE PLAN FOR MAIN SIZE) TRENCH BEDDING DETAIL 4 2 e 3.0 4.5 5 0 1.4 - SEE STRADDLE: BLOCK DETAIL "Ic6"t 16' CONCRETE BLOCK • 3 • 5.3 7 6 5.4 2.1 1.3 1.07'_ FOR OPTtON0.L METHOD \1 I/2 YDS OF ' N.T.S. Ix s 12.0 Ir.o 12,0 • s 5.4 I.r I t/, 3h» DRAIN ROCK A4 11.5 A•.s •23•° 16.3 •.I 4.6 2.3 STANDARD BLOW OFF ASSEMBLIES MJM STANDARD FIRE HYDRANT DETAIL MJM 16 15.0 - 21.3 30.0 21.3 11.6 4.0 3.0If I to 270 3e0 270 14.6 r• 3.3 20 23 5 35 3 47.0 33.3 1•.I 1.4 i 4.7 24 _ 340 46.0 11110 411.0 _ 26.2 13.1 1 e.e THRUST BLOCKING DETAILS I • • LONG OBENDSR RADIUS NOT /- - •I). LONG RADIUS /�li SERVICE N�ETHIS TYPE OF MANHOLE SHALL BENDSQUIAS CONNECTION GREATER THAN 45° / a REQUIRED r PIPE BE LZED ORLY FOR PIPE SIZE MUu, 3"AC IN 2 LIFTS I ta011.11 II Of 24" OR LESS. 20°MIN, LOCATE MANHOLE COPE' • PREFER 30° '" a FRAME UPSTREAM OF ,";�•A••.�� NOTE STREET AREAS ' our OF STREET AREAS "" • NOTCH LID FOR SAW cur • TRUER MAIN.OR i \ 1 WIRE SERVICE TO I. • LATERAL SEWER CONTINUOUS tit'• LIFTING HOOK MAIN SEWER LINE FLOW ! HOLES PRECAST OR BORED FOR STEPS .'•. SHALL BE HORIZONTALLY S,ZCED 12 • �_• AS SHOWN. • '� CENTER TO CENTER. MANHOLE STEPS [EXISTING 40 ��TAlNCH WALLf. OR 2'K•"TEE FRAME. (SECTION RESURFACING • / / '/l�9/ ,� O O STEPS 1 / \ MUST EXTEND FROM 3 „-O„ •S;,p,o:,,� - ::17// � •���/ Q`Te'� �' • SEWER TO UNDISTURBED T`�\ •7;. MUST BE TIGHT AND •fIRMLY EMBEDDED. 'L-OF -"^�-Str l��r / ♦ oT1CA• t�Q .- EARTH. -- e$O-. -g C .-. G0 Jul 4______mily 1•/ I.♦ '� i\ , l 1 ja_o_i_ 4S" ►OR PIPE 24" OR LESS ,• 4:.... -....) ��� '"4,' ,' / CLASS A Of.J\ COVER B FRAME TO SO" FOR PIPE 27"OR LARDER :t`� - • A dAdCFltt • t !� 4.1 4" GRACE OE WCHIIEO TO A .4 °. ♦ --• ill ter' TRUE tllARtNO ALL AROUND i 4 C; \ - - \�-4r 20°TO TO° (, ~ BACKFILL CTEDTOGR GRAVEL 6..„,, 2• ; e'� +� MAIN SEWER LINE �- / //; '` �� ,�yE.WTH,MINIMUM 2'-0" w10E2-0 1., - -o `/� (A) WIN,TRUNK OR LATERAL `'y]� Sy 7 Imo - / ° MAIN,TRUNK, OR ' ' •' ' tLA53 e ,-1 tl LATERAL LEWER (8) r • 3/4�0 GRANULAR' - u , + USE ONLY WHEN WORKING AREA •` I 1e 414 AINIMIL • PROHIBI S USING (Al 24 3/4" a-�' '`•- I...' 4►•e" 2-3/S� ';, OACXJ7LL -0 • --, O COMPACTED GRAVEL UNDER 12'. S' + CAST IRON COVER MATCH FINISHED GRADE OF STREET MANHOLE \ iJ� ��II I -�7- '-• o - ♦ _ 1. \��:4a5.:V3.1`�\\\\�.w`hT►\`ba2G,�1 • FRAME '�' STEPS As 4-In `` . • BETWEENANDCONDITIONNRISER I PIPE PREFORMED PLASTIC OaSrcET e.0/e * 7 ' la CONCRETE ENCASEMENT OVER Ie. •O• �* (MDi"w 1'0") I.._ • • 41 1 -�-o O,o'/3 ••o•. •v \ m OVER I2 USE CAST IRON AND r I IN •MORTAR .4.•-' ECCENTRIC MANHOLE TOP. t2' , ':' CUTAWAY VIEW 4 --a �- o • 1 I i/ PREFORMED PLASTIC GASKET �I'A'+A�X 1 _, �_- +� 1 PLAN 1 N • '°-° C o ° e CC COMPACTED GRAVEL IN LIEU Of `1••-_,` •t.• Wa �- - e e CONCRETE ENCASEMENT. • ,a _ - \ > /% %, = STANDARD 4S• Z o�N o o- ,D • o n• %� - *WY QO To 2•' D£PTH IF THE 3" MANHOLE RISERS f,,t `_ t o 4• o / ' TRENCH ABOVE THE PIPE IS 1 �� ���� = . J•1•i_,e Q� I PBASE RECAST M1 1 I LIMITED TO 30" ACCORDING TO COMPLETE -f- 4i" FOR PIPE 24 , j� ,: BASE REINFORCING L VARIABLE HEIGHT 6- e" I2" I 2 o OR LESS ...iiii������YMtttt WELL-ORAOEO 3/4"-0 ___ttt Y4" _ d• - _e a ,o BACItfILL CALCULATIONS. CONCRETE _ _ '_;• e'/ COAAaACTED CLEAN $TEFL -__ p •e - D- 'o"o - ENCASEMENT / / S' m 60 FOR PIPE 2T" .. '4;-.+' CRUSHED ROCK .• ..e �•••- • i`�. '°= n J I•1 . •_ •O- o - /. 4c T F ,•. - a,i D \ CENTERS EACH Ij l . • o / • 011 LAMIIE� 1,•.•• «5 BRAS 12" a / - �e . 'e - 23" I um. �, �;� = 3-G 5-6 WIRE 1 2-1/2" I WAY I! { i UNDISTURBED EARTH MESA OR APPROVED CONSTRUCT CHARNEL SIDE FRONT J 17 PIPE RASE L 24V2" -` '` / e SHELF IN FIELD. MATERIAL: S/4" GALVANIZED STEEL OR (( I •w..�..w•ws�t.a _r4.arairomc..omeam. EQUAL. I. siAtHLE `C) Illi POUR BASE FULL 31" ..0.,...," ' A.S TM.SA STEEL 07; OR APPPOVED D TCUREa3 VERTICAL L •% .I '.),�' WIDTH OF TRENCH EQUAL. BACKRLL IN STREET (CONCRETE L II BACK(13 AGAINST CURS.FILL ROCK TO I I\• -•" eAGCOF3/w ENCASEMENT) :•:• .•.ar.wa' �•;��aarr.rc+r.r.rAm•a�yr..••+T IN TO BE USED ONLY 'a•,• ,� '0''�": ~'• BET IN FRESH Ltf�3/M11SN0>'AOAmSr CURS.FILE ROCK WITH PRIOR AGENCY '.•a•\ ,�� 'INSIDE DROP: 4 A+ . • •• a'•a CONCRETE a PRECAST CONCRETE MANHOLE BASE APPROVAL. •T •. i,;1•?•' oo • 2 t3AGC FROM CURB "I. •' ++ a o•o O GROUT. , t \ v t4AXIE D 2'0" _ L • •"o 0 0 •'o O� • • PIPE BEDDING :AID VERTICAL DISTANCE." 6'0' �•'�12'LAYER IMPORTED STANDARD MANHOLE CITYOF TI�ARD BACKFILL DETAILS SIDE SEWER - STANDARD MANHOLE INVERT TO INVERT MIN BASE MATERIALn 4S/4-01 rA .4-- DESIGN 8Y APPROVED by ORIGINbV '-f� �- uff-A4-0. STEP URIII•dS•w•le0•AQ•IICY !'�'', oREGON GA R.a V FRAME & COVER V STANDARD MANHOLE;>`• ,L.-i �� CONNECTIONS llnill•t1 tl•ta•t•�•Ap•IIeYNT*CA S QAY'E t]RiLWLNG NO. URlfl•d3et••te0•AperleY Unified 34"r•r•p•Awe), ll•d 9ew•t•pe Ap•ntY ' NTS b/30/8� S-2 SHEET NO. 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