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12640 SW MAPLEWOOD DRIVE Ia. (. r . a-• YIA�-1 I / � r /TW Io_ RAILIKJG REQUIRED u- 147.0 Al?" DIZA10 INLET � [SLYl."Y'A DOU@LE CUTE TW 1 L 9 5 T W 14.5 T 1 q.0 J LIP El., (4 O � PIPE. I.E. 14 .n I s 40" END CULVEc2T PER ETL "J . ........- -- V FF 159,2 I �► \ IO r-.-y. OF CL. RIP RAP a OF CuLVE-RT PLV OT , - _ _ ,, •'., DoT U END .vim �c�aE 5 IN ISO TI•IICW LAYER. sr.9Ei� 9 -9 1 134. ry - 4J _ _ T 7'0 EXTEND UP TWE NEW �► CCVLR 20�,12O�A¢�e N/C/lr>N� O s / r' �b , ( / w1 `� o FILL SLOPE W T14E GULLY �.� „ �✓P ®o �r CL �0�0 ,P./P RaF' WEIaS PER 0*144rf g �� _\ AI,• 1 \,b� ,..,,,_,�, , \' . K, 1 1 XO 01 L_. �.J' Aa w_ -_•- \ ' \ • 4 ��, '"'"�""'_ WITH ouT ZIP RAP 300W ca r Y •. w.4504114S *✓ i-#,,,,ry \ i '� ,--"" ° -r T9 -__ -' 8 Jr VAA Ow�aa1) \ -� �. � , `�. �.� � Pn(dP�OSf O Pv V&/%e--- _. A-1` �. _ , � ,.. .. 1�`� I�J. .,,,moi ' 1`, • �-j7bC;t/� ' v 15 1 f M - j \,L 75 0� 138.5 1�$�� >,a 14f.5 ti t / g �.... _7 '►y % . 1395 ,y \ r �• ` " / _ r'. , ` \ f ` 1410 G. #14 5 r ...... \ ' ----- - -•-•__- �• � 15 ,, O W, ,1' ���L! 15 ^6 � � i _ 1415 r+ � ♦ �� 14�.•5 ��•5 1 .,..,..... / 4 ,/ • r ` 14 Flo \ I /' A I •o` ►,i8g f ( /� � `♦. Iq2 1425 --k .��' N` Ll4LfN6 a. r 1 ���� � 177 A� . r / 9 K . , °, ' ' q� ,` Q ��i 8,2� , A �� A°� , :�r- �44JS e It A XI . 11 Q) FF 62. 4 / - , �' ^\. QQ ?Qt5E IZV E EES `�, ,` . !G!' M . : tirj f T Gy'Y'lf ORAR ` PkCTE- TIvE , ,• G, #4 `'�Y�6 �u > I ,l, F E-Nc E TO 5F, ,- b\ ; g AV q� / ;' 1 \� rT 10, FROM _ R 14 k 5-- •• \ G \ i- 4- l I ! I I �1Qd [y i �I `"` G,b• ' C I `�,� �\ \ IG 162 i �V._ II I '/ � !'J` \ � 1) '} Ei1 •`--•-._ / fir_ r u,:;� r\/ • \ ,~ i `' 8. `I _ I / 11 l l` / •1 �j 1 0 z Y .N.i � -. �i ' � _� `-- \ � -� �• ,. ,) /, �w��• N w -- ..•1` ` � � l�! • e-- • �! } ��'nJ °�,�4��' I, 1 ! `,, !i. i •5 1So.) ! f i P Q f•. / Z , 'J I e V pl• } l _� _ � fE•148.5 Q WLL C' cr- F Irk . ]. , 1 ! Q Q , �V 9 ►5 � .�,, C --r ► 3` I 151 a W ul 7— V43 A II . O Lou / ! r _.. --! �'a_ I feG i V O ` s ! ✓'" 0/ cy- taq tp I I N I ry t • � a' `1�� '����.1 `. 1 ._ .. / ` .I % I .�_ I I ' L_-.....-.. ' .... � / � rpm � y �---- /O l ' �4���/> \� ,` T. �_,�G,� I ! ♦�0♦`\ � f _ _... %/ (�r 1 li ' '} ' 1 I I l0 Lr+- •r �•/ ____J 114p el D� L. CL -- P• _ Xq F�/ '7,b.a -- �� 1e� 164 ME 93 MVE VEGETATION rT i �I i Fi \ L._ `' _�..._ --` ��' • • _4 25 -- _ II �.J 3 'r' �', e� PRE9 'VE�E7ATII�T Ig. EAyTN 1N 19 170. O -ARES 6 ."" � • I 1 •: - __ _lip N - w Oj 1 l CONTQ.ACTQR 9 L EXPirr- T.W 5E I ; ,� r ._ - N IGTO 0 TWE- OUTLET E 1�T. N tJ ___ _ -- ___. ie- - AND CONST CT RIP RAP VEd r �t 4 FF I (OP m \ \ SPILLWAY PPROX . A'S 6140W !! { PER c3ECTI0IJ "C _ - v ESTIMATED 25 C•Y. Or Be VCA' MAR _ L ( A _ /: -- I �B G �, ..,,.., �- CL .100 RIP-RAP. K { r.� 1 1 N �""`• y AN , 5/�G 3RA.s.s 0/SK A T THE n/d.PTNEA,a C O1>?NF� .I".�.. • 41 -P.EMOVE. EXIST. CURPs RETURNS 7�GE�MALIC � AC. 11J�TpI_L OF Hw✓ 99 /3R/OGE Ov�R F.q..✓.Vp c'/?EF_ fC, 1 Foal '_� ' ,•--. � ! � � • `~`� v _ _.. , SOU711VJ&-S7• OF THE F_NO of rNE S/D w <K, A7' I } e r p s refs• NEW 910EWALK E � -... ` •,>orr•.,•.r.'r•, CURE THE •aHse OF ''yE /`?i9/L E-LEEv- iGG. �Z2 � t I , .- / fi__ ..�\,, � \\ , � . PER 'H-C-710W I AND MATCLI I-F^ / -�- j '�--_ ,9 \ •sxw•0 so�•w•«w glow aM%W � EXIST LAIJDSCA.Pt►JG WITL111,1 -.....,...,_.....f___.. � 1f ....._ __ �. Row/ QVJACENcl T ?`� PfZOJEGT rn�rrl•+•l.......,,•• ....,............ ........ ...-.. i �--- vs {� 1 I U Sf PREM/T F/r'OM tNE JTATE �"t.`;it�tf�n""ldtr.+�!,nny'�'1 .:................•. .. .•+,- .__.1 � ' ` / � I 4 N/cy.•✓AY Q/viSiory 19 /gEQu RTD .�arlf'J tr+,' u^I+D,;�;,,; T� 4 IrC Ill li "" + 4 .5JT ''°'e! . ____. ( -- ..n. + r5 �� 6EF0 S 7.4Rr�N WO of A' ill tdctr .a . ./!: y........• .....................^ .•.. ? / �f 1 I5 I G +hea+ No. t f Attu+a�l ............................................ . .I CSz_ Job Addroaa:��yL L J N v .. f'.'��`""'""�' ��~�- TW I G 1."5 \C 0. F ro'ect No. ,Q 4 j -1 MICRUOILMED I� I{I { I � I { I ; IIII { I{I;I I1I{ I 1 IlI{I{ 1� 1 {I{1 I I�1{I�ill {Il1 { Ill 11 {lJill {I 1 I{ I {I{ III{I {1 {I 111il {I�►IIIII� IIII111�1111 ►I� INCH I MADE IN 4 INA —�--- I 12 1,1 14 15 1 1 19 2 1 Z 27 4 6 20 Zr 20 20 30 Inlll111iuulilll�ililliillilliilnlllllllllilllliilllliliillllililllllilll�lllliilillillilillliiilllilliiiili��lllillliillilllluliliililiiillillilli�ll�l�l���illliiilliillililliil�luiill�illillllllillnlillililliullilillilllll�illlnl�lillllllllinllnllllllllnlliiuliilillliilnllllillllll�illll w � 1 J • � h YAi • 1 c ' 10 ` MItJ FLOODWAY 10 M11: pjjj BL D�� I • c. I?-" -TUIGv- 1,)-(!'1- IQ8° r`�L . , ` co CL 50 RIP-RAP15Qo <NO 150° � s 1 �'�A LI 51KE PAW / 'w� � a. •1.x•`1!(?.`*,�°r fL^i{;L., •r , \ /-�- 7I \ i� / /�P1`q.J� "14E,:0 -fop 'r PIPE F ILTE;~ 1 5 LOWC� I31Z FA1� 1 cow C ( ._ .� , T CU1 --OfF WALL F.. ► c_ I -��,,.;�,- FILTER FABRIC= I RAI ' E'ti�'`. PIPE ,� , 1..104.1I I:,,`'f ERF A ID f'111 14~ Dy�l�ti � �. w A P4 �POIIJT OF EMEfZGEWCY 0V1�PF1_-0W) END OF PIPE I / CUT X, I,� f 159. 5 y v co 10' MIN RET.WALL-ti Ico2.� ° �, ••°°'° `' �/j ' o. I 2- 2" LIFTS C).0. T. LAL Na .�� ° AG CL. "G" TYPE 'c' CLJR» C ,� 2"LEVI:.LauG 13A CUT EL 1 o LARGE ROCK CAREFULLY PLACED o;°°'' COUR•yE STACK ti� t p Plp 1���C i Y `O' ° UPOW TOP=`OIL 70MIUIMIZE- ° OF 3/4'=Q" _ (COAT o , 45 V � Vin° DAMAGE TCS TQE.E RG10'T'S ,� — AND UELP TWUI 6RLATNING. - -- - ° 3 I 147.2 •' C n ° _ PEfZIMETE.R. P-OCV- TC) BE f • y� I� g4 o- LARGER , µAND PLACED i ° 14g.7+ . • o 1 �-PROP0'3E D ° ° -- • .o :�° • EX19T GItw0.111 4 C2 IOC- .k ST G I r. _E X� R N p- �•f: h�_i•[�� -� �•-- - ---- o:° 'n p, RIP -2 A P -ow CD_ LACED F' `—t • r' i '. o ° e °v . o• c �\ OU'f L E? OF P I M L_1 f � � �\ •� 1 ROCK TO PROVIOE 5' W IDI± 9T2.iP A? E.L. 15Coo MEASURED FROM 17 r WILONG WALL . AS 43PDW N 01J NL A t.!, F G TYPiC,^I_ END OF CULVERT. f 'g'+ 2 5'± I C-_ 2' 12' TO Igt�' } Z �..� -�- \ 154.2 CL IOo R:P RAP I I W — i ' C.� 3 CL RIP-RAP ° 1 W W ., _ -1TI 2Q " Tu Ick O LOPE SUBBASE , � Z '� CL"C �� \O ' LL_ n� ' � SLOPE TO MA'I'GN ', A.C. 2 ,oTO NE. / 151.5 — cNA0 @i i2 _ �`_ I A� --`G D w Z. Q� N E-KI D OF ��� ~ Q z FI LTEGZ RIP RAP AREA '" Q '� ��� 2 foR Q►RRAP t=AERIC "" • � � W D2A IN ROCK' Q 3 Folz EARTu W T � C:; RCJCIC i FA O CO,MIfACT+ Sr1.on.isE SuQ6RAv% I PEQF AD A5 PIPE .� O 0 BI KE PATH 5ECTI ON. Q F-- > V) C'lTY Dr 7i6ARD OW4 Al. RO-Y Uj W Iw n Q C/I 0 U Qm .45. Z Q U ' _ $ ' 'j- �►5 6ALV. 5' ELF�/A i ION OF THE (o M1N 1 W I = 20, (o 'MIIJ _.5� - 5' - �_ 5'MIN• �`� =2Q� T -} } W 4 ___ - ;M 13AR9 t-OWEgT COUTOUR TIES EVER' UP`JTREAM y,/2= t CL.2U0 - r % . 3 I 2' (L G FEET .0' tzlF•RAP Ig"DEEP 'LOG CL.100 3 [ZIP RAPS I _ ----- _ —. �- — c -- - �. _ I ATO CEDAR i f 5�0 , 153. ► ( , tt F_LEVATInK1 OF LOW EST RIP-RAP 1 o t .��. �__, I - - C?NTOU2 t!P°1TREAM - ELEVA1ION 2' 10" TO 12• DA CER LOGS E L EVATI 0k. - SECTION a-4 Pxj-JT SECTION a-a a � tJC197 GR►JDD� � GR►JD I - - - � �l� C:)o U 1 N07E : W EIRg EAST OF RIP • RAP RIP_RAP BUILDING u 171 guALL � '• � �IAVE NO P- P- RAP. ••^' LOCHS C — �►— .�� — - 1 __LOG Nil.f•,riwlammrrm•rio ( a ���� -_1-- PLAN rV PLA KI Sheet No. ?RIPLE_ LOG W-El 31NGLE.._ LCIJCG WEIR ,A :5 DD, Co MOTE : ALL DETAILS N T. S. Protect MAPLEW/y� �, OOD 11"A T g3-0015 ! Jr 14 193 MIC-1-m"'N" 01MED 11 1�111 �1� !�ill� ! I� i�l � lll � l �l ! I �I�lii�l�lll I Ill�l �l�l � ill�i I � I � i � l� l� l�l i ! � I �!� ! I �I �i ! I � I � !�� II �!�l i�Il � � � i�!�►I!�! ! !�I�i;!I�I!�i l�!I!�!�!I!�!�!I► �!,I!I!�!I►I!i! II!I!II►11!1! 1: INCN41MADE IN CN INA — _ _Y� I-- ' l Inllllllilllllililfilllllllllill11111�11111illlillnlllllil►iilililillillllililil�lllilllllilillililMil11i1i�Iliiliilillililiiiiiliiil'lillllllliititlllllililillllliinlllnliilllill�ll�lilllllll11111nillllllIlli!inlillli!In111111111n�1111!Illllnll!Illllnll!IIn111111nilllln!Illllnll!I�tl I son- - 40 1 ,/ 441 TW 159 i T"W 15(00 RAILIWG REQUIRED- r� r,•c�. 7 • 7 ,,� � El_. 147.0 ARF A DRAIIJ INLET �' " D005LE GRATE -- 1 I TW 159 ', rw IE19 ', 4.0 LIP EL. (4q.C� - `Al PIPE I.E.. 142.0 5 1SS 15 ._ _. _ ,J�_ +� U *_ J - � 'SII • . , � - '�♦ END C-ULVEQT PER DTL 40 F F 159.2 1 J 9 wA. �' � - Io cY.��oF CL. too RIP-RAP aoTu ENDS OF cuL:4ERT PER DTL"J " , --! ��% 4�.f �` % 1N 1$ TWIC14 LAYFR ,' r • ?o E•xTF.ND UP TWE NEW �, cav�2 2o'�Zo'n��a W1 TW Cy 15 �o • \ ° FILL SLOPE IN THE GL►'.LY /8"TNTC/Y t5� ♦ ' Y I� r 'h°� -- CL /00 elP-RAP WEIRS PEP 13 \�\ ty ' of IS4o QDTL. H o WINOUT 21P RAP r •• 1Ciiy,-.,•i' �♦� ` 1 v ^` -x- 111 /. .- . .... . PIPE .• .� tr = /' E `gyp t 1-11 - ... \ U / + (1■.i� �.,\ 1 .75 J" 141 BLDG, #14 �~ • 5Q ' q ♦ 1 0 , •1597 F.F. 160 0 f 15l�' 41Pr o) .,ti Or 159.1• �'� �' - - +�"� r a TW 1629" RAILING REQV4 0 /q • �� �' 1 --•._._..59 - _ 159.• 93 k ^ t t}>` .� . "o,••f' /� ` ,�`, --'�� \ 4�-�•18.2 f„ - �w. .._./-,-.•' � .� / oor A G , � � r4�' * • Y 1 r ,f FF I G2.0 0.`; � 'l �U ! Tw I629�, uJ Y �4 r 1 IL! r rn r/) <c a f 1 r•, ,10 ' >� ,� Nam v��� � , �p110 � � ! �� v�N1- .•,,` � `' • l _ � 04 ) V , . W D . S�7 1 `�2 I: _�� 161 4 , W� • >f; • , � V TREES. l63 \� � �' � c�� / F T _, , �1�1.4 � ' � : w. �,�..'`'+ "'w 1 � . ' � '• 1.�... ,7 � � :,'vtPORARY ` � � f ��'' '� O�4 • ;. r�. .r�` 61�� +- , � ,-- _.. _-. �' I !,•'-_•- •�- " `��• ;I ` �, p 'E WEI R P � � / • P R 7 ^7 N • 1 o / �` .. - QattL ar Ek' OT ` • FE_JCE TO 5E ?w Q a 1 N 5T A L L E D �� cow h G A R 0 U Q 0 , MIN �,-r C , (0 4. -- (� �,► `° `„ -~� l °� r-''�� • FRAM , ,� /�1 ! ;•.. -- I t 7 _ � � J � �. 1 • I IN 7RUNk5- • . IOC / ■ / 1 s -!1 • / �� ``' °� t at // /'. A D 16 2.t) Tl �11 j • ° ° � 11 ` - ..� � - l • 1Z0 *3T R EET • �j WT � ro 4.5M rr lro4.3 =' } �vAt 1,' q� 11 . (� Z ' /rte tG� Z ..."' �.J t• � � �° vM °� � � _ � , r�•-_ ? � 0 `Ca • \ - -, • /VO TE ' ,VO C a ,STRG/C 7/4911VW Q a AC `•_ (o 1 ``! • \ G•ESS FRO S7 AS,y /i'EET yC) • A�4 2 ��' • 158 !� ilAv rL 1 -� i6 uj �V 4.Q 5 160 t6 Zp �1 , . . , . G �� - Z _� 1D I ♦ �`/ WA LTO OI �� I 1♦ '/��`�_2 12AlLIi GTo j COIlk q Top ul NER 153 15 ��^ Z ♦ c �• -� ! C013TDCIR • Q �° o� i� .♦♦♦ \ , 165 ` IG5° BLDG• / 165.0 ` ; .1 - I RAIL11�1G R D.% 154 J8 '�.\ IE.148.5 Q f �,♦ ♦♦ BLDG- I I (,lJ LjLJ FF O - - LL FF 171.61162p' ; 165.. /-TV I67.>�1 � I J J� I Q. d V1 uj v Q• r � $ N r1: '� 1e7`� 1 C,Co :`'c� :�°► �\ ` w I � 0 LLJ� p � • � W Wt70 0o N F 5 ' FF 1035 0 • Y CO f• O n �p� �+j r �_ _- \ t10Int/ r `� 4 p / / 6 4 � (Y 51 \ \ /63 \���� j / \,� � FF 170. B I �� , fid 154 _L) ca �S Q E 01 �� ` l 4J PRESERVE r - I p ♦ rn'11' • 1 �_ /2S. O _. W 1 (� vEOETATIow 7' I ? F F • �� - • O 5---__- (' Q 9 PRE5ER E VEGETATION IN ?.1115 AREA > IN Zu13 AREA 166.5 ! i r---_ _ f lq9 �.� 170� , . 170.5 �,� • 149'x--� 170 ,�- n _ i■i■• •NI■ ■ ■ Ir ■■■ ■■ �? ■■■ r■■ ■ ■ ■,■■ . ■ . .. , ■ . .,.■■ r L� _llv _ 1'W J70.0 TW 1670/ 1 � FF 1 G. CONTRACTOR SUALL EXPOSE r' TW IG7.0 TW 167_,o TIaE OL)- LET Of EXIST PIPE CU - _ AND COIJSTIZUCT RIP- {ZAPPED '� I # a - N .: r F i 5w: � gPILLWAY APPRUX , ah SUUW N, _ Lj PEP '3ECTlON "C" . I Ln t ' �� ` _ , . E:'�TIMATED 25 C: Y OF - !. o CL 1,00 VIP-PAP. ca ! BLDG # I __J J I _ t - 1 , y x r: r - w 4r --REMOVE E1415T. CURB IZETUQN5 l - ► GR+9VEL f (✓!R,F 11,1E511 //VL F. T F/[ TER 91DEWALIL r~ Ac. I►J3T11LL ■ •■■ ■■■ SE.0/A,1',e /T N EW 31DEWALI< CURDS •�� SEOiM�•vT FJ��vc� REQui?E/J FnR CaA13r•, PER SECTION I AND MA7CL.1 " VI , EXIST LAN05C.APING WITU 1 N ■t STRAW 61gZ ES �, `` t 15� y ;n ' - •.. � . r1�w...■■, 1lrlot A T Tb PR J EGT C, R19VEL CONS TIPUC T/O/V EN 7 ,f,q/VC E 1 ii 017E. ,g PRENIIT Flr0M TA& _S Til TE Ii��I `� ~� r ■■ • - /6 ; I �a" PERF , A�+S von` N!G/��✓�y D!V/s/o�/ 1� �EOIi/ /PED �'1 .•_ _ al �-moi _ /3EfORC- S T/9RT/n/C4 tWoR/<. M E-9 S URE S M,I Y �E iS'f'4 U/.Y E L7 G.Q•_�-���f$ -'.•- ...•• I G I G ~ NOTE : 400171,01V4.4 160 15 9 15� 157 = r / ID 5 ... ..,...._- __ Q Y V V6/NEE/•? J7 1 ti/N irF.P C,0*577 TW I C71." �C 0 . IL �q _._ (�, 5 D(' 1254rJ 14 m c m R,"U.' L M E 0 I�I �I ;!II�I �I�I 111� 1 � 1 � 1� 1 �1�1 I ;IMill�lll I I� I�I �III �I�I�I I�I �I� III�I � I I I � Ij! � I I �I�I I I�I� I �I I �I�I I I � I�I�III�I�� III �I �I�III�I�I I I! I�I; III�I� I �I I I�I�I�I�I �I�I I�I �I�I�I�I�I I MADE IN CHINA 2 4 _ �- 1 iT 11 13 14 15 If -Tl 11 11 20 21 14 ts 20 ti to 70 ,Iiil111111111uI�!I�IIII�IIIII�III►II!!!VIII!I►►I!III�IIIIIIIIIIIIIIIIIIU1111I111IIIIIIIIIuuIIIIIIIIIIIII!►1�I�III1�11!II111�1III�I�I��IIIu�IIII►IIII�II!I�III��II!1111!IIIluuluulil�Il►u111I��lIlu11I!IIIIIIIIII111I11111111u111�1111111I111111111111u1111u►VIII►Illllu►IIIIIIu�Jlflll1111 bb- DV4 i• EROSION AND POLLUTION CONTROL MEASURE 1-R0,S10N CONTROL MEASURES FOR DIS;URHED AREAS: STANDARD NOTES FOR N N E I SpA,,iw _j PER .-A SWALE OR DITCH ALL 015MR&D SLOPES GREATER THAN J.-I MAT HAVE BEEN GRADEL) AND COMPACAED LROSK)k Cow". I - THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT To ri it- PtANS I PRIOR TO OCTOBER IST SHALL RE HYDROSEEDED USING THE FOLLOWING a 1 1 SPEC1f7C4 RONS: LENGIH OF THE BARRIER TO AVOID USE OF JOINI75, WHEN JOINTS ARE NEC Er,SAR Y F71 7FR CLOTH SHALL RL SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A i SEEDING SHALL NOT BE DONE DURING WINDY WEATHER OR WHEN THE GROUND S MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTFNED TO THE t1,-,'5T. .................... r 0 a FROZEN, EXCESSIVELY WET OR OTHERWISE UN77LLABLE THE F!Lf[R FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE. T FEASIBLE THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND SEE NORS SEED MAY BE SOWN BY THE FOLLOWING METHOD: ftQrUL_ DRIVEN SECURELY INTO THE GROUND A M/Nmoy OF 30 1Iv%1-HFS. TOE Of SLOPE, OR tMKPIDAUS 4 TO 6 INCHES HYDROSEE-OED WHICH UTILIZED WATER AS THE CARRYING AGENT, AND MAINTAINS GRADE ChAN�,E 20% 2 BALED HAY OR STRAW CONTINUOUS AGITATION THROUGH PADDLE BLADES. IT SHALL HAVE AN OPERATING A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDF BY 12 INCHES DEEP, DRM STMES. IMNIMUM 17" PROFILE 3 IWO ,R(XW SURFACE -Y SUFFICIENT TO AGITATE, SUSPEND AND MIX INTO A HOMOGENEOUS SLURRY UPSLOPE AND ADJACENT TO THE WOOD POST 1`0 ALLOW THE FILTER FABRIC TO RL QNLN 10 BE. USLD FOR a CAPACITY S R BURIED. �MALjgrIONS OF s OF ME SPECIFIED AMOUNT OF SEED AND WATER OR OTHER MATERIAL. LIN AND DISTRIBUTION AND DISCHARGE LINES SHALL BE LARGE ENOUGH TO PREVENT FOR AWif Fwt DUPLix RESWENTI& STOPPAGE AND SHALt BE EQUIPPED W/Th' A SCT OF HYDRAULIC 01SCHAR6E SPRAY WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SUPPORT FENr.k SHALL CONSTRIXTIII)NS I* SAGLIL NOZZLES wH/cH WILL PROVIDE A UNIFORM DISTRIBUTION Or THE SLURRY. 13F FASTENED SECURELY TO THE UPSLOPE SIDF OF THF POSTS USING HFAVY-007`t- LOIS X REL'ORD WIRE STAPLES Ar LEAST i INCH LONG, TIE WIRE OR HOG RINGS. THE WIRE SHAi.L 1-ft I GRASS SHALL BE SEEDED AT THE RATE OF NOT LESS THAN ONE HUNDRED THIRTYSIM �'Mtt� tXrFND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE rRAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. TO 6 INCHES APPROXIMATE C (IJO) POUNDS PER ACRE. SEED MIX SHALL INCLUDE., NOTES: 1,41 EMBED BkES 4 STATE HIGHWAY ROADSIDE SEEDING MIX. THE STANDARD STRENGTH FILTER FABRIC SHALL BE -STAPLED OR WIRED TO THE BELOW GROUND SURFACE FENCE, AND 20 INCHES OF THE fABRiC SHALL BE EXTENDED INTO ME TRENCH. THE- ` ENDS - PLAN 2 DRIVE STAKES MINIMUM it FERTILIZER SHALL BE APPLIED AT THE RATE OF JOO POUNDS PER ACRE FABRIC SHALL NOT EXTCND MORE THAN JO INCHES ABOVE THE ORIGINAL GROUND BUTT FLOW 12--fx2"x3' WOODEN STAKES T'01GETHER It4TO GROUNU SURFACE EACH PALE SURFACE FILTER FABRIC SHALL NOr BE STAPLED TO EIISTIAIC, TRCES. 4NITROGEN 22X FLOW WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER Posr SPACING ARF USED. THE ��1!1 IN SUCH A CASE, _R PHOSPHORIC ACID 16X WIRE MESH SUPPORT FENCE MAY BE E11MINATED. THE FIL IF L Ak.-t-4 BALE fABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROOSIONS 17' MIN DEPTH- OF THE ABOVE S TA NDA RD NOTE FOR .STANDARD STRENGTH FIL TER FABRIC' A PPI �'ING. \EE NOTES SOLUBLE POTACH 8% USE MORE STRAW BALES IF REQUIRED WOOD CELLULOSE FIBER SHALL BE APPLIED AT THE RATE OF ONE AND ONE HALF (1- 112) SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL 0 uj TOE OF SLOPE EDGE OF SITE PURPOSE, BUT NOT BEFORF THE UPSLOPE AREA HAS BEEN PERMANENTLY CLLARING/DISTURBANCE OVERLAP EDGES TONS PER ACRE. STABILIZED. Cr NT PLAN SUCTION ME EXACT TIME FOR SEEDING WILL BE DETERMINED BY ACTUAL WEATHER 0 CONDITIONS. THE NORMAL SArISFACTORY PERIOD FOR SEEDING SHALL BE SEDIMENT FENCES SHALL HL INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY z STRAW BALE' STRAW BALE SEDIMENT BARRIER CONSIDERED BETWEEN MARCH 1 70 JUNE 1 AND SEPTEAWBEf? I TO OCTOBER I VAILLs5; AfTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY z OTHERWISE AUTHORIZED BY THE OWNER EXCEPT THAT CONTRACTOR MAY PERFORM REQUIRED REPAIRS SHALL BF MADE iMMEDIATELY 0 cl SEDIMENT BARRIERS ALONG SLOPES IN DITCHES OR S W A L E S SEEDING OPERATIONS FROM JUNE I TO SEMEMBER I PROVIDED THAT HE WATERS AT NO TIME SHALL MORE THAN A ow Foor DEPTH SEDIMENT BE ALLOWED TO ACCUMULATE THE NEW GRASS TO THE SATISFACTION OF THE OWNER. BEHIND A SEDIMENT FENCE, SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, z WHEN DELAYS IN OPERATIONS CARRY THE WORK BEYOND THE MOST FAVORABLE AND THE SEDIMENT FENCES REPAIRED AND RE-ESTABLISHED AS NEEDED. FILTER FABRIC MATERIAL 36" PLANTING SEASON, OR WHEN WEATHER CONDITIONS ARE SUCH THAT SATISFACTORY SEDIMENT FENCE SPACIA/r, SHALL BE 150 FT A4AX. z WIDE ROLLS USE STAPLES OR WIRE RESULTS ARE NOT LIKELY TO BE OBTAINED FOR ANY STAGE OF THE SEEDING RINGS TO ATTACH OPERATIONS, THE CONTRACTOR WILL STOP THE WORK AND IT SHALL BE RESUMED 0 FABRIC WIRE 2' By 2' BY 14 GA_ VARE FABRIC Cit EQUIVALENT ONLY WHEN rH1_ DESIRED RESULTS ARE LIKELY TO HE OBTAINED. IF OPFRArIONS j EXTEND PAST OCTOBER I ALTERNATE HAY PLACEMENT AND SPRING SEEDING SHALL GRADING NOTES co BE SUBSTITUTED. < q0Z c 0 PIC ALL ELEVATIONS AND GRADE LINES SHOWN ARE FINISHED GRADE OF PAVED AREAS OR x + THE CONTRACTOR SHALL PROTECT ALL SEEDED AREAS FROM EROSION UNTIL FINAL GROUND LINE N INSPECTION AND ACCEPTANCE HAS BEEN MADE. AREAS DAMAGED BY EROSION w LI ;19 SHAZ L w EXPENSE.01x BE REPAIRED BY THE' CONTRACTOR AT HIS OWN E GRADES SHALL BE TO SUBGRADE IN THE PAVED AREAS AND TO THE LINES SHOWN FOP b LANDSCAPED AND OTHER AREAS. IN THE AREA 10 FEET BEHIND THE CURBS, THE TOP ALL DISTURBED AREAS WITH SLOPES LESS THAN 3:1 THAT HAVE BEEN GRADED AND 12 INCHES SHALL BE TOPSOIL APPROVED FOR PLACEMENT BY THE ENGINEER. COMPACTED SHALL BE SEEDED PRIOR TO OCTOBER 1, WITH THE SAME SEED AND FERTILIZER 4oi 'i i-I RADIUS I 2 5' M)N. A4/)( AS USED IN HYDROSEEDING SLOPE GREATER THAN 3:1, AND SPREAD EVENLY . OVER THE SITE. SUBGRADE NOT IN SrRUCTURAL FILL WILL BE ROLLED AND COMPACTED TO 95 ev Mo. . I PERCENT RELATIVE MAXIMUM DENSITY AASHTO T-99, 6 INCHES DEEP. ALL DISTURBED AREAS NOT GRADED AND COMPACTED PRIOR TO OCTOBER I L BE I ( . SHALL EYY r WOC 0 POSTS CLEAN PIT RUN OR SEEDED WITH 200 LBS PER ACRE OF HIGHWAY MIX AND SPREAD WITH A HAY MULCH SOFT SPCrS IN THE SUBGRADE OF PAVED AREAS WILL BE EXCAVATED TO A DEPTH OF j STANDARD Or( BETTER be Li 2" MINUS GRAVEL LAYER 1 112- TO 2- THICK. 18 INCHES AND BACKFILLED WITH 4'-0- CRUSHED ROCK, COMPACTED AS DIRECTED BY EQUAL ALTERNATE. THE ATE. STEEL _NGINCER FENCE POSTS E NKITE: BURY 13CTTOM OF FILMR SUBGRADE REINFORCEMENT E,*eOSION COMM01 - PROrECTION SHALL BE CONSIDERED COMPLETE AND SUCCESSFUL Ss HAS BEEN ESTABLISHED.MATERIAL. W fr BY i:r GEOTEXTILE, AS REQUIRED WHEN A GRASS MA I ORGANIC MATERIAL (TREES, blr' ISH ROOTS, STUMPS, ETC.) BE REMOVED FROM 2OX2") 14 GA. TRIEW-h _j VE THE SITE STRIPPING SHALL GjPV0Z41I Y BE 9 INCHES, BUT MAY BE DEEPER IN WIRE FABRIC 7 7 WOODED ARAS. SrRIPPINGS SHALL BE REMOVED FROM THE CONSTRUCTION AREA AS OR E..)UIVALENr Er MIN.DEPTH ADDITIONAL TEMPORARY EROSION CON!TROL (DURING CONST.) DIRECTED BYTHE ENGINEER. OF INGRESVEGRESS AREA* HAY BALES WILL BE PLACED AT THE' TOE OF ALL MAJOR FILL SLOPES WHEN ADD177ONAL MATERIAL REQUIRED TO FILL THE SITE SHALL COME FROM THE BORROW z 6 PROVIDE FULL WIDTH NECESSARY, TO PREVENT SILT FROM WASH!NG INTO EXISTING DRAINAGE WAYS.(SIL I-A rION BARRIER) M0 AREA AS DIRECTED BY F ENGINEER. THE BORROW AREA SHALL BE RESTORED AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. Li LIC) TEMPORARY DITCHES WILL BE CONSTRUCTED AS NECESSARY TO ASSURE DRAINAGE IS ul FILTER FABRIC CHANNELED TO P-1E FACILITIES BEING PROVIDED. PERMITS REQUIRED TO HAUL MAMMAL FROM THE StTE SHALL BE OBTAINED BY THE C:) MATERIAL *20' MIN. FOR SINGLE FAMILY CONTRACTOR FROM THE COUNTY, STATE, AND OTHER AGENCIES AS NEEDED. ALL 0 E AND DUPLEX RESIDENTIAL IF CONSTRUCTION TAKES PLACE DURING RAINY SEASON, HAY BALES AND "M/RAFT 140 FLAGGING AND TRAFFIC CONTROL REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR. Cy) S FABRIC WILL BE REQUIRE-D AT ALL STORM DRAINAGE INLETS UNTIL ROCKING OF A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE C17-Y FOR REWE-W ANDu z STRETCH IS COMPI-FTED AND OISTURBCD SLOPES STABILIZED BY HYDROSEECINC. APPROVAL (BY �`HE CITY) BEFORE ANY WORK STARTS. MIN. Z 0 < ciEDIMENT' FSTANDARD NOTES FOR EROSION CONTROL FLANS CONTRACTOR TO BE RESPONSIBLE FOR DUST CONTROL DURING CONSTRUCTION HOURS.ENCE GRAVEL CONSTRUCTION ENTRANCE A TREE CUTTING PERMIT IS REQUIRED TO BE OBTAINED FROM THE CITY BEFORE 0 wU LJ APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL_ (ESC) PLAN DOES NOT TREE CUTTING OCCURES. �, a CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAIN 4Gt DESIGN (E.G. SIZE Z AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RFTFNT7ON FACILITIES, 0 0 ununirs, Ex.,). zrt THE IPPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, < RUNOFF WATER MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE > WITH SEDIMENT RESPONSIBILITY OF THE- APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS WCOMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS FSTABLISHED. LIJ GRAVE[ (12' MIN DEPTH) THE BOUNDARIES OF THE CLEARING LIMITS AND 100 YR FLOODPLA/N SHOWN ON TH/,() PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING Ll !rf SHALL BE- PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/ CONTRACTOR FOR THE DURA77ON OF CONSTRUCTION. < < THE ESC FACILITIES SHOWN ON THIS PLAN MUST K_ CONSTRUCTED IN CONJUNCTION WIRE MESH WITH WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE SEDIMENT olcw LADEN WATER DOES NOT FNrER AHF_ DRAINAGE SYSTEM OR VIOLATE WFILTER FABRIC THAT sim ON TOP FILTERED APPLICABLE WATER STANDARDS, 0 WATER THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR < ANTICIPATED S17E CONDITIONS. DURING THE CGNSrRUC[ION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. ME ESC FACILITIES SHALL RE INSPECTED DAILY BY THE- APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING' > THE ESC FACILITIES ON INACTIVE SITES SHALL HE INSPECTED AND MA/NTA/NEL) A MINIMUM OF ONCE" A MONTH OR W17MIN THE 48 HOURS FOLLOWING A STORM EVENT, AIT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT HE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR 'TO PAVING. THE CLEANING OPERATION SHALL Nor FLUSH SEDIMENT LADFN WATER INTO IHE DOWNSTREAM GRAVEL AND WIRE MESI-1 ST , AalL.IZFD CONSTRUCTION ENTRANCES SHALL HE INSTALLED AT THE BEGINNING Of INLET BARRIER CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE �:'RO,,/ECT. ADDITIONAI MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT MUD, DIRT, DEBRIS Si-44LL NOT BE ALLOWED Ot/ PUBLIC ROADS: Extsrwr OF SUCH SHALL BE CAUSE FCR STOPPAGE, AND IMMEDIATE CLEANUP. ProjoCt No MAPLEWOOD, 12PAO ':)IT 93-0015 4 OF 14 MIDNOiLMED INCH MADE IN CHINA 3 4 161 to 1 tott 2 IT-, 25 A 2 tl It 30 *4 Gig• �f rr I� r f \ IN 0 70,CQ .I XV 3�Dd. All _q r`J l 1C CL --J LIJ In • _ / �� J I ri . , - .I / � ;, \� I ' I ! __ '� � t•..'- �� _ / r "��-tip- �� `'- ` ' Q w Ur BLD O U tz Li Cur' \ H_LL Li_j or -_ r i \ Cu 0 L DI _j if LEGEND FIRE HYDRANT ASSEMBLY ! - �-- - r.+•�--•��•^'�-�-�'�� x'� GATE VALVE ■ WATER METFR IN AD AREA DRAIN - ■ CB CATCH BASINI ! ! I • co CLEAN our of • MH MAN HOLE ---- -_-___ O EXISTING MAN HOLE \ L �� ._ _. ._ i '-�yet No. EXISTING LA iCH ElA51N E:rISIING G. c :f c? l4')Vc.� tc• *ro•cct No. YAPLEWOOD, 12640 SIT 93-001s 5 r;F 14 Iml mOic m � lIl�llI�il`IIiIIII1111— IIII!I!�I!I!!I!ll!!III!_!1111_111!i11111IllllillllllllllllllllllilIIII!IIII1111IIIII1111111 ! _ �!! II !!! Il!II1 !{ 11IIIII_1111IIII1111111111111111111111111III IJill ll1111111lJill 11111111111111' 1 1 !11111111 11! 1111 1111!4 1 111111 INCH ( MADE IM CA2 t �l'l1I0IIIle Il�ll1I1I{1!111111111I s i zo _V? 1106- 1 t110I11I11I1I11I1It 1, s 11I1—l11i1l11�" 111!1!1,1111lYi111111a11111111a11!1111 !Iil1111111111 111,111 !! 1 !! II11,1111,1111,111 111,111 111,11 1 1 ,es �rw7 , .'• j '.r.•CY�7 �•'1•• _ IF-146 r) AD ;RAIL= 15') 4 1 1',q \ � _5 IE .,i 0 :KATE=158.0 �' 11 ``� /`•- IE �" 154.0 \ ' r ' .� IE ;?4"_=14'+ 5 , 1 ,� ' _ -- - _---- --__ 48" CAP f� • � / 'r 1 /Zr IE 24"-144.0CL O syn L. o 1 1 1 oo' iE 22 1/2' END BLDG. 414 1 �S� `59 p < �4 ri 6 IE 8"=1513.0 ;L w 67 1/7*, $END 's IE=151.62 IE=154.p ' w 1� 46 I , $ I 1 I ' � \ . �a• 8 WYE N $' -144 0 .J3 �. fit '^ '1So 4•eF w £ ;� #~ �f\ / o. _WYE do 22 1/2' BEND IE=153.96 4S. U 5 ,1 BEND 4 /�i /Cg IE=155.0 / ---� f ,/�G`/�q " , - �.\ 748 At, is �. ! �. 0 44fy fit 6 ? ' I E=154 D. , " GRA.T�160 33 1/4' BEND & E 6 1ST•0 E 6.-1153.3 3 , W TE,& 45' BEND j '- C' 7 1 I v �'� IE=144.45 DEFLf�T PIPE- TO .v.. 4� �' �, I -� •- I qp MATCH ALIGNMENT ,% ,' l /'� Q C, `'1 I ,ll „ .,� GRATE_,FC C' •>' OF f," IE=154.59 IE 5 i r o r SN' CB t 0 • - 5 54.14' 4 . ��'% ;,� � Llp..GAF, �►'�� _ t!') _ I Ip,14 / tt 15' `�• j ~ l l o o /£,a'149 0rrcy £ s ,599 ✓ a _ xe ; rN } ( IE=144 `�4 r,y 8" W1'F� do 11 1,/4' BENDS C O � I r= •Z ' .`' ti 4J a � 8"x4" �Ep. .T� ( a� -tijyFT' ; �-,__ � J w IE- m $ ,�, rr h 2 iM� rw ,_ 7- �,� A ®�` {y 1 / . . b• C.w. V �l - r l� 1 {� r / / 4v� I1y�w t (!O ^. O �2 /�` I _ e► 4.3 55. l4` /f 1 45- CC) Q f 5 t 1 0 4S 161 4' ..°` �' a°j ��' rL !�� ! L _ 0-I , ` DEFLECT PIE TO \'�� 11 1 tq• e� i'' J� rr/ �' 7 j ■---_- �r J -! kb R�0• M4TC 4 ALIGNMENT r i M /f'1S 4.9 \' / ' $��1 Q c° r�' �. F i r r6" - I ; 9,89'' C IE 8"=156 t r 49 , ! �1 4 CRA s ..\ � J O • �✓ � Jd, L `�/ 'It S4 e�111Q It ��149 � F o 'D ; . --L' X6 REQ � L1,D RED r� . ? 0 h °\ I' _ �� B �.'. _ E-1 ° ,.n,. 1 gX6 t _ - so9 n /f*�F O JJ > ` • } -+ _ �9g' c L.1. c�, w 1AD 57.6 ' �.. ` 1S £F �' a - E1.� GR AjE_ b�5' - �F/n`, `' C 139 Mq/NTgCT p/P 4 / GRATE t16 " i WYE _ �; �_J �, „ W✓E �02 ' r q, ° IE g 158; l L�v�. ^1`S� ,'S'~ /�' ~` H qC/C Tib %', SIE 6.. 1 T9�0(0 E=556 0' 156.41 �7 1 'C 3 j f N CONNEC / _ 5 g1�° - -- _1 ) �> �'' M 8' _ M£ / DRAIN _- IE 48 -146.8 1 i. ''� \. 1S 4 1 1 N 1 / J f QOF `` ' ' _ ._.� t o ! �: 1 _ , (n O� I ~ 157r r w C Ve 4' 6 STUB J' / y � ,1 fN /� � t . ff to 6 al 1 c 2 _ r_. - { \ v i K Ir.\r4r \1S TCS/ r _ GRA 1.75 FOR FET WALL I 14 0 `3t k I r ,� i I L 0 / 8 J I O - _ 6 =1157 6g - - , EN/4� - 6 f ' Gk aTti 61 '� Nl Clp� - - -- -- • .. _ __-- -- -.� GqA Ce /, 6 0 C. l ` '� W r- £ - 'E- - / 1 AD -15 a f -�!E i r �.. / T 1E,1 S5 8 LC'-T---- i `r._ !E '-152 5 Q • ZE .��'�* .86 ^` -148 nN t " , C IE=157.7 4 �-�. ` 1, D AIN , .� �- __ 1 Z RO �_ '.--� _ / Y ;1 ', IE 6"=158.0 IE-160.0 .'2,0% �- a ��-��`� _ '0 • 5 .44Z' _ �.� U I CB . �', 1. 19 S�l�q J�` , � k_,j 0 , ._ 164.7 t. It 48' =147. - 1 , - IE S Jo 8 �i �r �� i IE-6 1 --r - 1 '1 1 o `_ 92S ` lq� E=153.0 I IE=162.0 I B L D II #9 ;; ' 2 W Q142 -� V_ t ` • 80' l® IJ25� vP. 1. . j w DIP O C 45' BE °�° u, - __ 1 C�j \ IE- 64;4 I 1 lI C8 l�- 1 � � �' • 1 �� {- -1_ . - I � ' 11 1, GRATE=153.2 i (� IE 6„=149.0 ri `r`` �- 7W O< �, l �1° F_ " i ELI M • _ o Q r � OR 1 T O a "1S l ui + W 'a _-• � \ �` `1 �. (o �. /,S j •�0 C`/,' r .; CB I I.l ' t 1 IU I 1.�- .� V 4 7 �'1. GRATE=169.0 ! A I `_ "'_ } 1 .c 11 -- - - t� �'`��� IE R"=165.0) r r 1 � .� I _ w \ ~ G • 4 /F �,s ��'' ,� r' I I / l_. J-C �' 1 V) A x,65 ,� v _ , s, „ �. , ! r1 I , (j GR A T 10 � IE 154.0 F', ,/\ �_ �_ 1L.I.-J� i lj , �e- c " L� � -J JR A � �. / 2 Y 3' l IE=150.5 RO ; CLA.;S 50 o 0 - - 1 J I - Q RIP RAP(TYP) - _ � �.� __j --._ --- I IE-149.5 GRATE-162 r Lj I _ 1 r t L�._ E N D AREA DRAINS WILL BE NDS OR APPROVED EQUAL. 6 AD AREA DRAIN , SPEE-D BASIN 9' X 9 111-18 ADAPTER ■ CB CATCH BASIN (SEE DE 1 AIL) i 9" X 9" SQUARE GRATE DI DITCH INLET (SEE DETAIL) �. • CO CLEAN OUT (SEE DETAIL) -• - iF=t5_ 80i_ 1 • MH MAN HOLE 8.00' r�~� ! �,; j ��o� O EXISTING MAN HOLE --*-- i _.1___�_1. i _i Co i �` . I l� D EXISTING CATCH BASIN 34 .57 IE 154.80 •�, I_=-`�_�/ c-, IE_S"� ,Z � . • 6" F'EFcF cr 0 0.54 0 -1-3 DD (o. 0 40 80 t 'su_ 5EC TIONS . . - -- - •• r. rr. . rrrrr,rrr �AAPLEWOOG, 12840 SIT 93-0015 6 OF 14 l `3 1 93 MIC INCH MADE IN CHINA2 10 i� 12 I� 14 �• it 1 .8 18 it i 21 , L t 26 iT it n,Illnliunlilii i�iil!!�Iiiiiii!!�I!����i���II�����I�I�III�Ii�I��I�IIIi�u!�IIIIIIIIIIIII�i!�I�II���i����II��IiIIIII��IIi�II�I��I�i��III�IIIiI��II�I!�i�I�III�IIi!InIIIIIi Il�l�l�1!Il�il,Il��ll�lllulil�� !.IlI�II��I�I����IIIInn�nlilllll�ull «si Jill I'.'0 J I r F�il:rl�► ATON TIGHT LIDS REpU1KED ON VANHOLE 6+07.42 WITH RIM ELEV. LESS THAN 148.0 \\ Z c yE =138.20 < / \ Its. U -138.00 RI 1 50 '"' 3+1' .94 If" IN- 13 S( 134. T / IE INi 134 p 00 .1 c AL -_ - tJ< �i► �s 4l� - -- - 5+58^ 12" PVC .3Z 15' SAN EA)EMENT f ) t _ MH Iy2 IE=146.a ►� r ri 1E 1N-13 q r L �_. __ I 6l �- If OUT-1 .00 RIM-147. o BLDG, #14 ► -^ \NEL E-X;STING a" _ 1 1 ,'�, r. , •N SEWER NSTALL % �, , _ /'\ j � � ,fes •� �. .>> .� � ,• ,. � i I ► ! .� . AND �, � - % \ ,' �,7 `\ .,,�,-� 686• `O � ;' 8£h L.'S A D C 0. / 4 9 4r ` t ' ' 41 1 I Rk�AiIVE , x. 9' � . � � \ •• �`-- ~> ., %' � '�J _ C.0. IAIf'R !INE 70 EAST p ,,y �. \ ,� ,�� t / 22 1/2' RENO �' lirf / \ � � J . / IE=136.13 4 3 67 . .J , 1 Q / It=1 * .��-�_-, .�_._1_ ► .60.38 _. : + ��\`-.\ • �,�ya� va� � --ExSm� o51.41Ol 34 !530 IE=iSt 53 S r i , j I �-r'1 I3,IE-157.00 L s It REMOVE EXIST WYE LT .' _ SAN TARY SEWER co IE-153.92 _ __ _ �.. 4 /� .�./ � e`b �►�// \ - C.O.LO Ob _ 0 IE=138.13 J '611 t/ 4' KENO LID=145.0 /LD=562 3 - l �y. \`�X r>s U/- Cq C) � _ BL L iJ G _ _ , I r . ' `T 1 -, r - �. 7 9 QJ 5' _...t_• �� __r� \ +�` / r�/ ' ? �' /. ,� i � � O N I_R ' } � I � _ - , /f lam- � 3 4 n I �. .,3.06 _ 1 WYE LT 34� f"'t / i r - I�=1 WYE LT. l Op E=15719 r IQ=15 I + •.��� 9+52.32 , --� ; �1 ;,48.00 IE=139.65 t L 1 �`__ 6., �� (PRI- , . "1 i MH #4 '^��'�,i` � \ I 1,_l 1 -�- r__... __t "� 6 W 1g 41' 7 I J� � 14.29' rn k �� IE IN-144.20 l._J I �y+ N - tp - _ It t .._. 1 �- ` IE OUT=1 U "� L �, \/ ; I; ; _.1 c� �o rn 71 - '� i L_ _- _ / J I t i BL;DO. 111 1- �r o. rn o ! �'_ 14,6 IE=14Z 9U RIM=154. x. �y i._ I ' E "s; t. 1 0'J :t T1- - - \ / _. 44 50' N (V 146' - J __�, / 1. �.i� 09 LID-1F0.0 , �/� 1 24.30' 30.00, _ r 6 J IE =155 87 22.09: 2.09: C.O. ; . `1 F� ,1,; 6X6 WrE s CO - \\� 1 _ r„ IE-1C)413 � - `, IE=144.27 33 3/4' BEND l �� �` i WYE RT. INSTALL 11 1%4' 47.0- ~" f - � 1 �'�� : -+ IE-146.08 BEND IN VERT. U©-1 IE=158.5 _ y L1D-163.5 �,�-` ^' �, �h/ �; . _ . -_ -_ DIRECT 0 11 11V -� _ ` Y �. _ ._ _.._ _--- --- -_ 6' DEFLECTION -� ^ �� ! o,,, - � IE=140.73 V6 ILI) • :1E=�6�'� _ '..----• --�� 1 '/� ai•.r '.``' 16s' � r q T '----_-_-____--_____- ------------ -�--- ,�--------------`._ ^ ° _ \ 1- I W r-- cr- 1�� / 1 .•, 3� h 4�, CO & WYE C` • ___ _ i Q IE-154.37 LID=161.3 _ - Com` i f �/ f l (T I - - - _ ------ IE=142.10 ! z IN T ® mac, 60 IE 15,.0_ LJ RLD #9 I -� -�-- "' o i -� _ L, O / 7 ' cr- ._ .� \• ( � �-- W �t 17 44' 1--� _J X ,.�';{ �` , \ ! I-- s a WYE LT. & R 3360% '�L_ I _ I _ ;IE=149.5 �_• _- 15' SAN EASEMENT ` �\ ; ,� I st - Jo IE=143.64 �_ r � } (PUBLIC) \y _ ` _ r-(9 - w 25.15' 0.00' _.� - _ �.�._ � � 1 W W 2 ,° 2.09. K At ' �� , - - ` I I I O `� r fU Q o c. y�3?B" p \ < ( I ( � n ! t i L ) _ � - -- INSTALL 11 1/4' IF=i�4t4 -' 1� y I I� 6"=ta .G�, �, O \ "' '% Sr• �^p ___�__ , I ' l_. ., BEND IN VERT. ;� LID�152.0 \ �. . rr.S ti�• I �- , r� ' I T1 N y y 8 , , DC 0 z U Ile ILI MH #5 -- -- _ + 'r- 12+62.32 / / . gp' � �-`'� �. . E=148 53 11.77' L� O IE IN=152 60 0 IE OUT=152.40 �---� --� -- __1E_6 15Q-�5 -.� \ �f` ►NSE ATF t RIM=165.5 �____---� ______ _ � � . ------v-_1. ' . E= s7 s� � ' ..._ 55'15• f?FNG I 6� .. I 12+73.82 I _ + A - IE E .=148. �1 1 14171. {p�, J�-E i J r EXISTING MH - - , - - IE OUT-158.65 Iru I cu _ _�� r�� ;E 6"xs15i 0_ I 4--- I .0ow-, I I �! � 1 .-_____.._..- _ i •[tYita..d.T ty,�.tiwgrlt.tr�Ctii/lrL-![N'! t.. ._.-__...� + rsft ttif"►A.�.+ a tillOtf tfwln!ate' f � r 0 40 80 __ r, U '0 �0 ` Pt Oct No' 1MICIM"' 011MED �111111I�1 III► II Ili ll�l it Illlll�(IIIII ► Illlll111pi►il II (III�I;III I IIII!II,IIIII I IIIIIII1IIIIlI IIIIIIIIIIIII ► ►IIIIII�IIIiI I II11►I►;IIIIIII I IIIII�►I►IIII IIIIIIIIIIIII 1 t t I U t t t t ��►{I'IIIIIIIIIIIII IIIiIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIII,IIIIIIIIIIIIIIIlI1111111i1I►IIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIII�lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111�Ii 'gy�pp'•pp;��ij :-� 1 1 �• _ CLASS A BACKFILL C>41►SS 8 BACKFILL CLASS A BACKFILL ---._---- , _ _---__-._ . --.» 170 N ,pi � 165 tV O to N + •- ski r' f hl 11 LF - I� PVC Mv. •. o _ $ 1 F.' WATER t" PFF* PIPE O S�Q.5140 + tar pp_ 04 0 8" WAIER t Ort � > 11 ~ 8" c� 023 Z8 y0 ", zz to1 _ % > � ZZ / i 1Z�� PVGO 150 '`1 -r _ -✓ Z Z IN w z 8 / 300• i 1415 UJ -- — - \ .0 0163 _ t2,00" pVC O S 24" CMF 140 �.� 0 10 LP,. 4 00. - f 1 � I 48" t.MP PVC ,.0.0122 5 0.0 < n 245 38 LF - 12.�r � 5 A 16� L.i.. 312.94 `F _ 12.00" PVC O S-0 0041 _ t 35 I ! 40t1VW ald'Y 8+0(' t O+Op t t+00 12+00130 1 2+00 3+00 6+00 3+>x MISCELLANEOUS PROFILES a- z Wo - PROFILE OF BIKE PATH G SOUTHERLY DRAINAGE COURSE 3: r--. 50 ry O 1 I z PROFILE MAIN DRIVEWAY �Ji 0 z t,0 BETV&EN BLDG. 11 BLDG 15 PROFILE MAIN DRIVEWAY PROPOSED GRADE OF BIKE PATH (� 0 165 BETWEEN BLDG. 3 Ac BLDG. 12 Q w r ^ 145 l J r ^ w`/ 16 S 160 PROPOSED.,�" �� PROFILE MAIN DRIVEWAY P � ROPOSED Cl_ GRADE 155/ BETWEEN BLDG. 20 do BLDG. 23 140 Q PROPOSED CL aRADEI �-+-- W a 160 48" CSP ; c Y IE t 137 9 �_ 155 i IIA7Z/Y b'LBV L.. .: _. I � a` U 150 ?V�, C B U O O GOr71 ,lM IE 152.5 8" DIP z Q U 155 1 IE ±1490 150, W I { 146 0+00 0+50 14.00 1+50 24" CSP It 148 KE PATH NORTH PROFILE LY DRAINIAGE COURSE �5G i 150 146 0+00 0+50 t+-00 1+50 PROPOSED GRADE OF BWE PATH 48* CAP IE ±147 0 • F i�r DA11!!jl arv. 11 146 45 0+Ok, 0+50 1+00 1+50 - -. C*L* DATUM V -.$man" ,Nbwam 140 �if�■MM ram w'�A *,m rwwrr Ut Ism (new ..r sw! w osM F erne: R.•s.: ..-6 I ii beet No. 4 � L F L� } L"ro'ecf No. MAPLEWOOD, 12r,4p SIT 93-0015 8 OF 14 MICBUOI I LMED I�i �i � i i� i�i �i�ilili�i ililili� i�ili i� ilili �i�i �i�i�� ilili�i� i�i � i� i i � i �! � i i �i�I� Ii � i �i i �i �! i � � il�;� ��li�i i ii� l;ii��lil1 � ►I�I�li�ilili������l�li�ili�i� �i� i�ilili� MCM ' MADE IN CNINA2 3 4 S a T a —i— -1 11 , 13 1s 1S 11 1 r!2 4 is `�f Iifiiill1i3a+ '►�tIIInli��iil�Ililiiiiluuiuiilllul�liil�i��l��iil��tili��il��iil��i�l����lt��il����l����l�i�lli�lil�lllllliiluiiliiiiliiiilii�iliuliiulliliil�iilluilliiiiliiiiliiiil��ill�lliliililiilili��llli�iluliliuilllu�lnlllllllnlllllillilllllill�ulilin��nulnllllillliln�llnlllll�l ��iiil . r 1. MINIMUM COVER OVER WAIERLINES IS TO BE S FEI I. MINIMUM 4. F✓O4,)[?L J CONCRETE b1fou',I [3101',C, ',HA! l Ili I'l k '.�,r1I + - i !� N►r VER TICAL SEPARATION BETWEEN WATFPUNE AND `,,ANI IAR r SEWEk AT A THE DE 1AIt_ SHEE-I. CROSSING 15 18 INCHES. AT CR05` INGS WITH LESS THAN THE MINIMUM VERTICAL SEPARATION, THE SANITARY SEWER SHALL BE 5. WATER VAIN", ;HAI I fit rt ,. ruo P f t'.0 CONSTRUCTED OF DUCTILE IRON PIPE WITH WATERTIGHT JOINT:., IN MAXIMUM l �i`,', 'A I''-I ',TA [I(, PRF``,',I 'F+1 1 , ' i SUCH CASES, THE 18' LENGTH OF DUCTILE IRON SANITARY SEWEN I SHALL BE CENTERED AT TNF CROSSING. 6. ALL PIPE AND FI r TIN(,`.; 541ALL HE 1.E.MLt+ +� -= - ► L -'� ` _4 PIPE, CLASS 52, NIH '1 (TON J(4N ! 2. NOTIFY TIGARD WATER DISTRICT 48 HOURS PRIOR TO COMMENCING ' - - - — -- CONSTRUCTION TO SET UP A PF? -CON>T[?uCTION MEETING ALL CURB'., / RACTERIOt-00VI-AL TETT Pf.`-III I`, (if THE WA 'f r.rTM ' _ - - - MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS, THE RE rJUIRF MEN 1� (if THE 0H (,rjN ',1A rF W-d-i-0 ':� tit < TO HUMAN CONSUMPD )N. I , 3 ALL WATERLINE CONSTRUCTION ..)HALL BE IN ACCORDANCE WITH A W.W.A 51ANDARD5, AND BE INSPECTED AND APPROVED BY TIGARD 8 TIGARD WATER UI ,TFIC, r To !N ,TAu.. ALL FkV c ". •I WATEP. DISTRICT. CONTRACTfjR ;rtALL FIF 1 I`* IN`,TALI FH ASSEMBLY Jr/ BLDG.. #14 ' I i \ 1 I 67.5 22.5' BEND i . ;' `• I t i _ , . ,�=�- I I , " i BEN . ,� I �,, /2 � \ X / rt) on - WM ~ ` INSTALL MJ PT TEE AND 8" MJ X 6" FLG TEE (F, ASSEMBLY) _ I D • / `` />^ , �V f W/8 MJ PLUG (EAST) 1. 0.., _A..., (/, Y / \V /J_'�� / ~ �•�• 1t / 45' BEND / /' " » /,i A\ ,^ .\ •'. (}'� / 7 11 WM _1 RP VA VE REc]!-+ BEHIND METER / /'4 <� • / � ,,".• / f rte.: �...- IN -TALI , _._T 22.5' BED 90' BENDj // /r w `/ ��ti ±��, �� j / =-' * ( �� / t 1 / �_ ;'� hp' FH ASSEMSL f G^ J - •. I / �� q /Q0 / _ I 1 �' i r W 8" M J LL. 1 .,411. Lo PLUG T f 4 tND/ MJ X '=-1PT TEE ' a_. -\� V --Lzi 11 ( ` C/ / I BENDS>, / T ,, / IRR / /f3) '� G VALb� MJTT -� �4 METER - . / / /• .1 � .Z }� __-� .::;•..:t L i �., - _ _ ' 22.5* ,F •�-y, , ' / -.1� <i / /_frA _ - �! r •- _. r /P L 22 5* BEND � L�OSS .,fir 1 �$ Dd. 1� --r-1 INSTALL FH ASSEMBLY 8"x8" MJ `RF ER ST) -� // /Y,, �•.,'. � �� „ 1�$"x8" CROSS M J �`''T/ / ` . _ '� 24 W � 7_- - ( 11 25' BEND 5' BEND - X- +PT TEE r '•-lr \ a'`\ .��/ / R ,. •h\-�.. 11_ •- �-.�_...-�_ 1_ • /�-- _.__�,_..,__._--••_� - `\ _ l-`tel U 8" MJ X 2" IPT CRO-SS - _ - _ Z ---� \' / // T_ r '4 ' — _,_ ,�---�"6•t - 8" MJ X 2 71FT TEE �� �� IRR. �er . W t� -- l� DEFLECT,PIPE -` - ___.-- - - --- -- =-- - = - - METER L.1 L ' I MAX. 3 TO --- a� �_ ��„ „_ - � `-•� 1 1 1 1 ti. Q / / 1 1 1 2 WM �` -- t. MAINTAIN ALIGNMENT 10' I 'q [ ! _..' " `� ] / 2 IRR. ME TR ?Z` L / Jw fJ INSTALL FH ASSEMBLY _. _.._ Ii I J • F H A C Y ��- S Mi ' 11.25' BEND 1_ /��' r 3 v AJLj I Q $L D Ii #9 i___ 1 _ l `� f� �= ` . I`r` `J & t t 2` o �_ W rf - __ • - � y, ^w x, I( � ���r_ � ,•- --j ."� � - _. . � `"_`� � ` ��22.5' 8EN0 �-•- �,\ .� ,IjEND� M ,fv �-� INSTALL FH A SEMBLY \ Y I ► �` T _ .. . rt ! I O *. > �. I *j ! r- �' _ ! , TEE AN � Q � I ry, ). 2 . I ,4 T i I ! ( _-_. , tz� + _ , �\ \ Mj BFv --� WM I l - # ! d I � w/ 112" N C L.1 L _!_FL W (,h lI / �,• , \. , �' t - -- __.. I �3 1 ! I T t""`"� ��� , `' BEND W INSTALL FH ASSEMBLY 9:5J !., cv l I L � f� �y Q >,> ! 8" IBJ x 2 .1tj / -? l„ j ! I IPT EE II J i Q LJtai _ I �. WATER LINE MUST PASS JNDER 2 WM FH ASSEMOI Y STORM DRAIN PIPE ® EL 14r, ` _ _ � k ( ...._. ...... ""'_"" W�'8 J" M­.1. '(WEE 11 I 1 i;' .._.j I I # DOUBLE CHECK MUST BE INSTALLED l____1 -- - - --+ WM r � BEHIND METERS EXCEPT FOR 1 METER FOR REC BLDG rU + TAP TEES MUST BE MARKED W 4X4X8 POST PAINTED BLUE # - _j . «. .... LEGEND NOTE: FIRE HYDRANT ASSEMBLY ALL CROSS, TEE AND BEND � � �~ FITTINGS ARE TO BE �- - -- -�--� CONSTRUCTED WITH - � T, � low NO GATE VALVE 4.4 ,�� • WATER METER THRUST BLOCKING. --.-.---• 1 � � � ► •� •�96 saw �� V COMBINATION AIR & SEE STANDARD DETAIL FOR VACUUM VALVE c • FIRE HYDRANT CONSTRUCTION. \_ X STREET LIGHT OWNER/CONTRACTOR TO -_� 1- PROVIDE WATER SAMPLING Sheet No. STATION. T.W.D. WILL INSTALL. __ • _ � 0 40 80 - 0------ F I '\lo MAPLEWOOD, 12640 SIT 93-0015 9 OF 14 IM `t 111M �11111 � I ' �11�lllIII lJlJi lli JlJlJi�� JiJiill 11 : ; i � i i ,1,� lN ll 4 I � i �! � i � � i�i i i�i � i�i i �i �i ► i � i�!�I ►� i�i I� �i � i �i �i I�I � ► I iIll i � i �l�!�! 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I �I I x X JOW..L a_ (Y 21r C u 3 RE TURA/ DATA --- �4 0 Bc"? 9/1f Arce -�- - -- z r ' Cl %s a.5 p So.i1 ., Y 417 ib 9 VA /SO•oS' SCALE �' ZO' O U c 2 :4(9 i z /v•f Z3 y 9 ,4-0 /SD op /,S'O.ro U-! 0 -� W LA J � O a c, i l 156 Q j.j C? LLJ II ( I Z ` J 1S4 I i 154 ] Q LAJ I I52 �"' ( tn t I_ EX, EDC* F PVNIT ( I Q Z 'Q 150 W ca 1 `J .. �A/PO /L E �O F R I VW TIE /.7 A/V E � ,apt I 148 � A,� w t .MAO Z�r I 7, ..r / ..}�. •�>.•.,• .,..,i.rwP...t.'J...7.<arltlF-s�� `'` � �� I f�A I 1 i f .M� R-n '�f11•.t Vl M1:5] ;!M !_i . 4 _ f wo Mm' zzo P Dcm 3+00 �h • milk i YAPLEWOOD. 121,4', ilT 93-0015 r) r)F 14 1 9 9"� 01 m I c L'M 11111119 111 IN11111 I1I1I1ill �� �! III;�I�III�I�I INCH ' MADE IN CNINA2 iliuliiiiliiiiluiiliiilliiilliiiiliiiiiiiiilini�iiiiliiiil�ii►Iiiiiliiiilniilii�iliiulinlluiiiiniluiillniluii�iinlini�niilnnllnilini��iiilnii�nnlni��uu -_. -�__.._ �. __•._._ 1 Ek i'l Ra5 Fit N4 ' t•I .x, I .i,I I n � � •A-A~u °H 1 k+VA , r.c r. / S r►M 1 t 1 f. [ ►H ,vrT�' 11 7 r ♦ tv •',N' 'k -N INA,! I ♦. � ti� ,�i''c�4c�,�` I I � ,�j,,'` � 1 A A _ I l l � .. ' a• .a�: e Arw 51W M er • • •, 1 ROAtI ` - _ ttA/f 64 _ I �r ro !� I . mAA PLAN (ar•uun f%Ala km . rlrlrur - /> _ -_ ' / _ +64;iC1•�lOR Y4 rrRtrsTr OI f000 /fI - � -410, w t I D♦r$ 1 FOR P11Art utTAII. $tt D•R r: .,. / %I LAT PLUG(rEI) CF"5 TEE ` A CUSTOMS H • YAitR145 $ rtlll WAR OfT♦K . stt >,a: Nu AAa ,4' ANGLE METER STOP ---- •t"f t"140',R iA GALVAN$2CD Pl�11IMATED STtLk POST COMPRESSION t MLI Ek THREADS i' L - � DO TE THRU'KT F LOM 0 1E_O VE a MUELLER H 14258 � SERVICE LINE t0EAp11NG ARES OF THIAU5T ALfiCKA M ApI1Ap[ SIFT) /�-!1/4-$2 V2-Ay-,t2 4 1iA Y PE)Idt1RAI ED STEEL S71►T9iN PUKI - 1`17 T WG PIP ,LAT 1iItyENd1 rpt TIF Pl�pf�i 41!• i:p:6 C'♦113( • • • Sol5/13"R 3/4"BADGER METER &IlElwc?[i!) P111A0R�AN FltA70E1S iTtCKs ON 2ICSp �• I�tW it _-_.. A I At f Wall/r-IIB!.2"OAIV Ft*FVItAiTIDf1EEl MOM � � 3/4" PRESSURE REGULATOR 4 01 1 01 .t 0! d 01 P 01 .1 1�. ir u E IF REQUIRED) L�"A4 Ve,WONS[ED Wt It tit ALO 004T 4Irn1 LiX71 WAVu H, - - - - = WiLKINS SERIES 600 a O? A 04 .I Od 7 07 1 0! 1 OI 1 - H U6 I U1 I IG I 07 I 03 9 U? O U, S y 0 OR "'COMMON�T �� 11' 1 1 11, 07 J II .= If 7 11 S: Od 1 Ob 4 OI B , (.r,&CP,E7[ I� NAV( IIPEAYN4 tTA[NGtN CO ]lOc� ►SI AISSN+ raAi �-s►'-1,E lI' It 1 16 D 22 1 16 U 09,6 01 E u 2 3 O 1/K'I d' .6"OJAM GARNYYtit IpT11 FLAT AND IDC♦ ` IIAL 111 Zf Wry 0 MIRi�JI,! ROBS I"RAIL PEK KIST I \ 1 `\`���� i•i 16 D !I 1 30l p 7 II 8 Od I 03 I C !iA"L7iUSSKAA.S PAMTEDWTTHREiLtX:TCftIZED REO ANL` 1 I tog) !6.4 100 2A •1 IS 5 00 0 04 .0 [LPA. TO SUINTS p Ttlilt gAr/i , I 1 ! I n !d .3 3A D 90.7 SO B 19 'J r, A. 18 BE ♦Cot 10 OO I d AT EAlH P4ftIT (N TAAitiENG/ GI THE (Ate i, 31 3 44 .1 dl.7 41 1 c 1 I 2 S 06.3 tl AT EACH COLD JOINT -ll w I 1 P? I/2' Ya 15 64 B VO 7 til D 14 e I Of I SI AT EACAi IRDS of MALAY STNkICTI/l[S 1) AT EACH ENL OF d11YE DHSS d/ L SEI ftAMlsAi L'1N IJSItl� TT4A►Yir .;UNTTiIX.[>tVf7L1►M fTREt TS i 4 1111-�...J ABOVE BEARING AREAS BASLD ON TEST PRESSURE OF 150 RS.I ANO AN It MATERIAL To BE PRE-►AOLDEC ASPTIALT IAAPRIV.NATEr, 1.',r. •[A TR1IGIr1. c AND tI H W W AND TiEUFtf[tON St111'IIYENfT --� _-- -- - Al LDWAti1.E SOIL BLARIWf STRENGTH OF 1500 POUND PER SQUARE FOOT TO WITH A THKKNESS Of V2 WC-w v � ttAUtHIC DE i 3/4'CORF21ORAT KIN S T UP WITH c ec r 1$ARNspuY OEfN9N r COMPUTE BEARING AREAS FDF+ DIFFERENT TEST I�ftE-S..UKF., AND SC'tl EiE.gRING SC 9 aAHNr•AM APP'INCATkV4 •� hIA)N AWWA TAPER THREAD STRESSES, USE THF Fo t I OWING ' CONTRACTION JOWTS ' ((711AT1UN A. SPAC K To BE NOT %ORE THAN H FEET -- Y-o' t_1}t INLET AND COMPRESSION 1 ALLYATERIA.%ANPIM[MYANSHiS►vul 1lt INAa*'Ch01►N['r FITTING 'JUTLET REARING AREAS- PTtE1SURf%ISO)o(ISOO/S)ULL oEANING ;Tf+fis►°(WfLE VALUE) 0 THE DEPTH OF THE 0oWT SHALL At AT LEAST VZ MIC.r<S --. -r 1'.p• t'- 1 MITIS TILE �Tli RATE CF(HIEN()" .iJAMW* Silt OFICA1KNKS - MUELLER H-150013 NOTES C WEEPHOLE TO BE CENTERED w1TH CONtRACT" JONTS , % -- r o WTNUCT10k I CONCRETES THRUST HU.X.KIN(G TU HE POURED A(,AINST UNDISTURBED EARTH 1 MASE ROCK 2--C OR 3/4"-01 15% CC*MCT)ON BAK ROA Sw►LL K 2 KEEP C(W.RETE CLEAR OF JOiNT AND ACCESSORIES. TO SLWGRAAE OF STREET STRUCTURE On 4• in DEPTH. WOW_.9vER / .•. t , SECTION A-A ELEVATION 8-G WATER SERVICE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECiIONS AkE SHOWN 3 THE tS GA[ATEP 3u9r,AA0E ROCx i0 E,tT[1Ki It f[HINCi GLIM ENCIRCLED ON THE PIANS eQ 111INDK,ATF_S 15 S*AW FEET BEARING t OH,MNIAGt WEEPHOLE - I" DIA KASTK PIPE NOTE FOR INVONN. ^r'N ONLY TIGARD WATER DIS7Ri4T(TWD) INSTALLS AREA REQUIRED A IG PLASTIC PIPE WITH COUPLING COPPER SERVICES AND METERS TWD WILL PROVIDE PRESSURE REGULATORS 4 1F NUT SHOWN ON PLAP,6.REQUIRED BEARING AREAS AT FITTING SHAIL BE AS a ORAI1kA" ACCESS THROUGH EYISTW, CW05 S►sAt K NOR 5/8"a 3/4 AND 1" METERS IF REQUIRED INDICATED g�1_UIN, ADJUST IF NECESSARtY TO CONFORM 11) THE TEST CORE DRILLED. --- AREA DRAIN, unified PRESSURE(S) AND ALLAWABLE SOL BEARING STRESAFS) STATED IN THE C1TYC T1�AR� STREZT BARRICADE TYPE II UfA� sewerage 1 YPF `K'SOF T COPPER SERVICE -ONE METER FOR EACH SERVICE 5PF'GIAL SPECIFICATIONS a" 3/4"COPPER SERVICE FOR 5/i9"a 3/4"METERS EWARiNG AREAS AND '4'LrIAL_ BLOC W, DETAIL S S/1GWN (JN PLANS T7.JCE UC{ h AMeovtD I1 DRAM.IY OAA*IMU NU 490 OREtstDN YA RP _.________ _ I" COPPER SERVICE FOk I" 1k1E:TER� 1•w`CEDENCE OWFh HEARING AREAS AND BLACKING DETAILS SHOWN ON twLs �� � ?" COPPER SERVICE FOR 1 V2 TO 2 METERS THIS STANDARD DETAIL BEARING ARTA (1F THRUST BLOCKS IN 90LAW FrTs FT 3'SI•� RD-3 PE STA AR __ NDA P THRLrT._Q�OCKING • DETAIL N0. 108 DETAIL N0 202 H H Cn TYPICAL TYPE C CURB � STAfiM,ro CAST wuN� ---..-- - -- -- I " ` • CO►FR --HYDRANTS TD of MODERN MUELLER CENTUki NV,A-442 , 6 MJ,9 1/4-MV0, ► / 3 PORT - i WO 2 1/2" NST HOSE C,-*WCTII t4 ANU tNJF 4 V2" NST ('UMI E I,, t/ATE7iT11tH' 11M•t Pl.1G 1 -•1/11-� .-� I / / / .+G'Li � � � � I V2`PENTAGON OPERATING NUT,OPEN Ft" i COLOR Yf.l ! C.'1A' �•�-•----t'•1 S/f•-----�I _---�,� _�• •gip .. � '�••l. t 1 -- -- - ,�o REMIND BACK OF -•--,--� .- ---� N' ur A A i `\P _ �- CURB,AND K r Q l V` HE HIN U EK OF IH" CAST IRON SIDEWALK / IH SECTION WITH Y 0► sem' sTANGARO INVNI+tLt a THE WORD"WATER"'0,7r'0 rr11c•tD ft,t»RAot .1%, :aArE Rwc �r1 / CAST IN THF TOP SIDEWALK aOJACENT '� CURB AL ..TIONS .A1 1 f weA�T ".1�tER, K�KWED Av THE i K t in,s I/1' L SURFACE -- - i$IIi"j I Io coot IAT SAM PROVIDE 3/4*-0 FOR A ., VOWAN Of d r A+iaJNc Gp O } rCAST IRON VALVE. s r. •°i-- op I N 3"Oj I i BOX ASSEMBLY �- nr I I I Vt'1 1/4% 0 DDI 4 HAND TAW i LESS Mfe 1 I �� FINISH �� AROUW IOP - ----- I PAVEMENT •1_A: - �� s "° - ` V !/ .--•TAT I f I 1��ip G" MIN-12-MAX r OF Sr•'•0 PLAN r ♦ OVERLAP I :owhc•wo ww11Aa (( CC14p tJS•Afh pIW qnMJ �;� 3/4°i SIDEWALK AWAY FROM CURB ,,�, BEf'tX1f_ r✓ta+(FltL� � 1 � �6*FLG% M� roTtf CAST IRAN BOTTOM �q - I CONC09Ti WAIL K 1000 •-S- At i 06•1 • SKr MIA SLUMP -A. 1 .SECTION - ---- \ �khTS L ,b �' Ito A' 1 '11.INr.tr R,-. o, i� Jiu X i� I t NMtlf •TO I[+t on'? ION � Tyv • --4 I .e �' -� UNS W 0111.10♦• AiropALwts E'- ) / s ttrrlifloN A01NTf tO N RK[D AT 1 3,SOLI c r - A E/ i I UTIL:TT .rwry•Nr[11CRA4R 440",4 AT SPACIW •OT ': t•C[t0 N •• Z � \ . I \ \ I A(•A' �y )-rrff�.7n�.- -- I11 • ryI LO!Wq AOrACERt 10 T+t CWN R•Ov11tC AT •.( $Art 'rt of •W 'WI •NL 10INT ALT 6110 TNfr SMALL% A •°01/tLID .010• .1.. A r„ Z'. >. SECTION A-A �\� ° z • -' t_ w _ ff,, t 6"MJ 1 MJ IIEING T N ■ $ slotrA►° WALL /r rt A rI%lour T.ACANtf1 7 t %C'41 r roua Ae ' ^ W - Ln OV \ 1 VA S)HOLDING IMAiN WITH MJ 1 6 FLG TEE :UR• II UftO • $.ot•ALA -$ AA+1%040 N •011.Ow Of DIt1.t•A• V 001"ETf EMJLSED RYf \ \ \ \ \ �� ' � �� (SEE PLAN FOR MAIN Sim 'n.,IR�gt "ev"a SMALL »Ar/ A raNrw Tmocom 3. OF • •K-112 I I I W _ r ' 4"1 p 1µ, CONCRETE BLOCA 4 54AIN IIAC°OUtf I%Cr1111f f.All N t7Tta040 tO IACr 0$10404,4 n•w t�.•A ►.,AS• I ( f � (Z) wPq Al 1% $Loot '30TMAC T.OrI ArNr •� ft otAct 0 0.ta •.t �'•r CLEAN tm D"I6 TF TO rot AI ' �`I �� \ ,(L w ��X, % 1` 112 YDS OF I V2'' 3/4' DRAIN ROCK t •'-M CR\/S11EO P.•.a CONNF.C1Tt1G pIi'r. DIAAIFTrR t 0) i SEAR (MAT w\rfR,AL TO OE � \ `I • T ' WASHINGTON COUNTY � z SANE MATERIAL AS WAIN LINE I / ' DEPARTMENT OF LAND USE CONCRETE SIDEWALK • STANDARD FIRE HYDRANT DETAIL AND TRANSPORTATION FRAME AREA -- unified ��. BUTTERFLY VALVE - _ _ _ - 7► 0 SIZE AND ENDS AS uArr CIV1►IMimm T6%AW" ArWA No •AIK .oVN+Y NQ �/ .D DRAIN, TYPE II Ufs � sewerage � ' � sP1cIF1Et, OR As DETAIL N0 101 I O agency SHOWN ON THE PLANS ANS / J' (( �/��/��� oRAtrlNu NO. AJC �, (� O �L�•7.4� _..1._11Ac"$�s�y �A1 • :•.1 NONE -.i LS - 305 I STANDARD CLEAN OUT j _ 0 0 w \\� VALVE AND VALVE BOX DETAIL ~ a DETAIL NO. 107 ) F x t PEJt►E P i tiNr t?F i 1 -------- - ---- - - - ---- -- SAMPLING STATiON r1IPA J f THE KUPFE.RLER FO INOAY CO.-ECLIPSE NO 88 rr nn (TD BE SUPPUE D BY CONTRACTOR AND 2 1 '2* CLASS > V , iNSTALLF_.p BY TIGARD bWLTER DISTRICT) / f ' �' f'- �{ 1 - WITH V4 (3AL1 W"E IN PLACE OF 1/4" - ' A IF'HAL i CON( pr ' W ``�l I 1-• - I u" r rN, 0.I ' (INS T AI_L F D I11 W r-t,r� .: �-, .� : • ,1 +•. PET COCK ON VENT r' CAST IRON TOP S&CTION I �51 1_ / E )F ) '1 /2' Bn^T LL _ _ SMITH TMC WORD WATER" ��11 �. � ) 1 ) ' F lNA( e s CAST IN TOP SURFACE � , fLLL.I C11T - $ CEr LRl�3 / I Q1I,fZ•;iTI+EET AREA$ - -- - V 4.IstIAro I '� O Q BRA STANDPIPE µ � AEJURFACINO / ,. �• �. ----- - j - LID 926-C STYLI HAND VAMP BACKFILL / (ALIEf?NAiF F IRISIN �ASCA 2 _ AROUND TOP SECTION GROUND ViiERF Q �� j _ ' INDICATED DN Pk.AN ��iRnF l 1 40►� OR Af'F'Rn% I P' ° • // �"' [ t'1 I/4' to.[oI[ FI NAR - 18" '26 VALVE BOX TOP lC ) �'` pF 1 AO j i IF,0 T F V 1 )L N F\ / I �� rRUC11f D RE ICY. / E nl?R(r_ Al 1 r.sliArc IAII 1 f c.� A I l UN: `J CLAM • r // I_J 'j 12 MAX. ... �__._ ' 3/•'•-0RItANVLAN i nP _GAST IRON BOTTOM SECTION R' (;l)MFsA( Tf_D SUBGRADE PIF'fl (FD Nr fN111EIFF.L' 11ACRFIf1 • / ' ! ' / I "95'!, MiN. AASIITn 7180 diU. UTHFPWI'C APr'RTiVFP� I I I 24' 426 VALVE: BOX HOTTUM .� !yt'1 3/1, S { r { '• ♦ i •. • < : (' 94. IDA[FIATS SAO W 'tA f.• •'.• '. .;; ` a c.tv c - 3/4" BALL CURB VALv;_ w, • • PLAN / / COMPRESSION ENDS N(]IFI IiRATJIILAR 'ilAPll_IZAIIDN MATERIAL CHnll_ BE 'lEQU1RE : T.•. r MUELLER 0'-20209-3 � PY iOF . P0mrFR I \� Al ,i)f t, PUMA ANG, f)P. E)1NEP.diCF t INCH IAP! IRF A`. A; ^IPt 1, i t t car' • 1 D, 'e I VALVE SIZE AND ENU4 �, CORPORATION STOP 3/4 AWWA II COMPREoS10N / • A5 SPECIFIED UR SHOWN -SATEVALVE \ MUEL.LER H-150110 � - • ', � I • • • ON THE PLAN! INTERNAL STREET / SECTI�JN & CURB r1 a$A S; ------ - - -- � 001.0•. SECTION A - A I --•------- """ T 3/4'COMPRESSION aMIPT `�'�• 90• E L BOW 3/4" K-SOFT $$s s 11 La.r'. a.AaN a.wr..N asn.$wt•n•-v r MUEL-ER H-15531 COP I+wrill ,N$Ttlt[T♦114♦I �/�i 5....,,. 1:+swr•• 0A a,Itt; I Ir4/Ir If Au1rtT cv11l, ►rll Roc• T, MAIN t.l ./v It MOT A4tN t7 CCNI., IrLL 1100.11 ' ----------.�-- ` •. r _p,,..- M 1 fl'• O'Y°-A N FACS :V 11: . 1 t'AAtt►Mar Cu 11a ___- \71l SAMPLING STATION �• PIPE BEDDING AND -� DETAIL NO 109 - CiTYOF 'RGARD - --- eAc,<FILL DETAILS GRATE AREA OREGON Dii'' °' till. , �, N, °" unified i , DRAIN TYPE 11sewerage Shoe' Re GATE VALVE AND VALVE BOX DETAIL _ -- ^__-_____�- Nr� �°"-- IHS ►.� ' agency G/tlp�dp S-2 oarwlNa No un DETAIL No. 105 !AA P!E - WOOD 1 i1T 93-0015 2Fi4p i T OF 14 MICR-19"" 01'[MED Illll�l� ijllljl Illjl � ► ijljlll Ijllllllijlll I Ill�111111�141111I1111j1111111I Ijl1 ! jl Ijijl I Ijijljllljlj! Illjljljl Ijlji I ill Jill I Ijljljlll�ljlll I Ijl�llljijljl Ijljljllijijl�l INCH 11 MADE IN CHINA21 -_ �1 - __�____�l !! .m 3 4 S 6 1 1 -i 10 1 1 1a 14 1 if -Tl 19 iA 20 1 22 2a 24 6 28 21 29 29 70 ��nIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'Illl�lllllllll�lllllllll�lllllllll�lllllllll�lllllllll�llllllll�jl lllllllljllllllllijllllllllljllllllllljlllillllljllllllllljllllllllljllllllllljllllllllljllllllllljllllllllljlllllllll�illlllllljllllilllljlllllllll 0000 M iq•/ � I 1 rr­1MA 'Filo r/t•l ffLOAr Sld(•aLE � yIUT UOUBIE. QITCN INLET ��� SL OPE OF GR A h • 30' S(OPE C A* GRATE O 30' oww.ad re J . _ L-A toad colo 0 M&40 r. !4 AQ • u' S. -_.. OW L1rrM r•Oarllr• / r// / � ACI rM UIIGT 01 ow"in housodeame am ow RNlal•$MWb•ar sr - /r - - -�_- / MAtl1 r.oMM TOP aw e 1 :� r,ild // 00*b*VA" topoe I S 0 tilAS h/ I .Q i/ /ice' i// p •111rYAH wNrw`wr -- - ' 01 1' iT. Ihwad MMaI1rW OMrMYra ! .- _.-"'S"`5._._._-------- -- ,•-^ T*` / Ib Ra•Ila p fie@ ll• (amm" T STAMIIE» STEEL ! 2 - STAINLESS STEEL s a~MY► ,r .• - Mk --- Miww STRAPS-SOL TEG _ STRAPS- BULTEG (" ar.Wr r L.ao On 1 sow QWMae" c4pow" , i^ TO WALL —------� GuMp•alws saaaa a• Y L A 1T R t OAM 1 ANTI 1,.a. TO wall }' I AYFR LOAM 1 '.ANU Irk' } �� Aj1M Dlwr _ / '�J_s i r r vUlrr I ��....._____-_.__. -- I �M ._._-.--.._.___._. s r r' �' IraMwA I lu4r _.. - •� fi swab r T40 a f4W rrlla•M r r• r i Y NaL r OOIPONM at OP[IJ r r,i r sv r i •� IF J '` ASS, IS.-C _,i isJ* ,� Af1StTEE 24• CSP I Fll cwNafY•1$ �� — �__ f �j''-�'--�•' 1 ' �_ Oubd F'w O.•Ilc.r••wrl /6. IN Apma"140"us 14- WYE k 4S' BENO SCREW PLUG IllwlaNrara.Nwa1N»M$1.•M 1 Pia CRAIIEL / 6><6x4 TEE 6X6XMA TN 7/8 QIA. ORIFICE �bonow /� ►ADAPTOk FRC11A NLUt; END VA44 60' OF 6- PERI' PIPE ADAPTOR 8S / �� P P%C TO ASS (Id t)/'1i� V��� �i SCREW CAP DFdL.L 4' WYE k 45' BEND -•' T� � ��,/�•' , 9/16' DIA ORIFICE IN CAP I // OMIp•Ir iftow ( 4 Ewa Pfft Soho"40 PVC- O$$ullb FRIw FaM &WWW W M F'w W goods"wima0 MRR • C h „ r a/ a"" LOWER POND UPPER PONCE 400ININ ra P�Naft�-�~is i waa•.arl r 0.1 Wal O$bw h MV E;irv.Yon ndM a MIM TYoI -001- TII[U IIr1►I1141rII/rrr r• /' /- 4..rw•14alwraa to M w M•rlww ft 0•pIl G1I[tlrr Ou1M IRS R.arq 1mdoe«is m►wnl IIlI�A NOTE - - IMM OM Map M IIIA trr•O/rOMMHON1/�Mla� P11M M A Pb$nma Wn►1+.$uMr1A[/RW w AN*w flr Saw Mmlaw LAP FILTER f ASMI: E MIM ~'\\ \ -- SEI ECT OR NATE BACKFILL MATT = SEE TYPICAL. TRENCH O[TAR. FOR COMPACTION KEOWEMENTS, OR AS DIRECTTO NY THE fuGNIE[R. .1/4-1/4' CRUSHED ROCK OR ENGR. APPROVED ALT �� MWl'ERTIGHT MANHOLE RING 1 ? �. ��•�'i r� RTEIN MIALL K [IITICALL/ DETAIL lPM= I. CUTER TO CENTER. ''T•'� dW1 .T1/ TTP[ M AMM¢j MAII s[ IRIS •a<r IOU III{ [it[ MIAAf1 140 WS FK,TLR - -. .'„ ' OtTA1l A N [4' M 6[ a 1ABRK OR fMGR � A05 PER,/. PIPI, � c` NOT[ IMMILOL[ IITTtrs MLIOT RE TNi1fT AND FIRMLY [11ff WM TNE•L' MIWT ALSO METE THE ASTM Lou T[ 164mowL$ APT'ROvfO All OR APPROVE'. TTff1T FOR WMWTANOIM• PULLINf OUT, A A ui • rwac I/MI�[Ar i ------�--( - .•.' (� .r• •� YAUI •tvlM NII[ r101a T Q Y •f 'lT1<P R . �Kl „ Subgrade Drainage Detail ••- DETAIL TO K USED AT LOUTIOIrS AS PIRECTFO S1' LNGIN[ER A.ID TO K CONNEC'ED TU STORM MTEII UNlE3S OTIIFJTWIlE A '- WECTED. CONNECTIONS to STORM MIAW S4Au cc)WoaM CUTAWAY VIEW �.aa'FM PLAmc WPM,m� \ � �//- TO RFOUW.MENT11 OF THE I985 FDRION of THE V.P.C. WITH ORFI:ON STATE AMENK.'fM5 APID/ON IN AC(01IDANCE 4 FO11 �� i WITH THI GOWRNMIG 'Wrp-c I S ; sECTTON e-a . .�,1K ►�� OOVM '^.� YATck rwm0 ov” w smar 1 3 BOLT DOWN COVER Ib• M-.-. la•1 � �✓ 1 ( �+-• I swT7ON A-A --— _- - $ql[A MA• wlwA•L.[ s17 IWK r i•—s-snf WlrooN•I DETaL .aM_...».• hr.ra. r.•1 tXar►• ct[•.TRK haw%M Tar. SUBGRADE DRAINAGE DETAIL ►«N �u „p,\ t�a� „r�ER ~;alb PLAN til— I 's-� me on UIL T__1 a $•r • �- 1-• .ocrs MATERIAL.!: IOU NM[ 1 " • GALVANIZED • tT' an L•UMIM .�.� � z MG(3.04"06V GALVANIZED DEFOMM RNNFORCING 6•R. �'•1 YNririwYm VAATX O Z REINFORCING BAIT CONFORMING Wfn4 AITM "IS GRADE 4O. E<)LT_DO" ULVANIZEO CONFORM104 WITH ASTM 4-113. DETAIL W V' ^ In KIAITIC: it/IT IiA?!!ERCINW1 W � MUST CONFORM WqT W AVW -4Ti. L . STEEL R[INFp10 lsir'GRAO(W OR f/le: I � 'w,,. •, �• rcT N� Fula �HIIua IMHM!'O: Y[ATfAL M•Ro. �•, S• �..• -t• p•. .r'k'r�ae.LAOOIIXiU[iIiMPO•RT[$ NOTE! oovcT ANFRAME > •LMOF MAY GATT IICh wttM. A-V (� "S 'b tmUT o Mv%XT Z W t wT[suL ow=e1 4b UfL; WATERTIGHT MANHOLE STNDARD MANHOLE V � 0 Q MANHOLE STEP ,aw.,o•,H$.,,a„ FRAME EE COVER V �� u..N...•.•.••rr ISR..,.-.1..•.wr Q W 0 W cy- o O W Ul IDT[' 4' ruAMY As -M- [ Y we FBAs CAlpf fIAtIM tHa. L SE � I�Ca�t7 I � > Q FAA" OR SGUARE PER 4 4' CRAFNICAL SYNPOL Of THE PLAN. 4---.9%MM[To wowv9cuj I 1 -ALLKVQ u 110EL CONxTRNCT1pf » s •o -•• — II Q . • • • . • • -r t°UAKI'M 1MAN Pii SKY"MIN H4rtM u0 I'oU •TNMR1 OAST fRDI wl►Ti ^iRAVY NRY CAST 1RO1r allT[ (TEN[IL) V "� '� VMK L OUT V/AfAaloll {--ASPHALTIC CONCRETE 0 S cw�r z Q � � Own Kr NAP[ a aD"' rNt" G'►NG• QN V s Cat.,AX AAOCMILAD CrMW A141 S 1►�/ ,WN: "QPr Ar !% ANTd ""rex � tow" • 114"A TO IASL MlwuoAll rM I K MAC"$[• To • aMLT IM logo-wroF11t A _� A TIM MAAIM• ALL AAOIIMU ""["• - • PORTLAND CEMENT OOWRET E nail vTEv . c �t T i EW11TL FRIIK 7 CZ LAR FpI� W-�A11 cu"CICR � q l C 111�[fi OTI[RvliSNOVN) — $•$1111. —. � _ QJK rLcxmc CONTR[SSWN cuumm 4* or w-c0 d----� 'm•1 VsI MAToI� _ [AIILOP[ oresin ! . , . . . _ , $• Ul [ f OTHLRVISC SHO" . • • • • • _ • - i' IIIA (IVP.) (W(S^) • OTHERWISE St(IWII) rrL"w er IIOM K' 1 T iOCTpI A-A• $IAM I4 I I -� >t MDT[f• w.•.. IL �{I\POI N[ -� WA19RLAL I OONCACTI SMALL K WDOO•r I AT M OAT@ TWX FAC VMr• NAMPMAIM 11/!•-f" ��� _�• an PLANS cowecssy "M 004T WMf MIL � cmftm 1� r 91WWALK P•fKLS$MALL$[ *MUM,W K[►OCRU[f IAT ANNTS $ rW A^WM , I '��• PftE (Mt[RML ..4to ON . uo t • wave A U06ft} an nwaN. _ -_ - !""'"• 11»--•--.- w(c, I. INE Lymm CA NC CATCH Oh M ON �iF N"UVU ESWA. a f • 4 1 sae S.ar•..•F•n ...a1�..Mrrwr►dmrirs Ta.a I s TTP[ •fP AREA It 11[ 1$MLL d[ RI>IfM I11R EAt UTItRVIK NOV% vliN R R»+,.R.,.. a►••a!O i•s'•e!re- a RLTTLETa t>;Am MMOL IIT •fMTV[MIi Fal ERIE M tJ11MCNi AREAL .� PEDESTRIAN PATH ^ .-'•• •r• r ,ae ..+.... Mtal) u+lnm_.•.a CW0F 1WRD OR NKEWAY SUBURBAN AND 0060" M (�o � STANDARD MANHOLE TRAPPED CAS BASIN �t s ea til° FRAME EI COVER U ` sheet ►�e. rrAaPi.>rvv000.,zM �._._ `_ I�R...�.M.I"•..." _._.. >, 9 C 0 )C SIT 93.00,5 P1 oi9ct No. 12 OF 14mic MAU 13 fl��l '��li 111{Ijl�tll. Illllll.l{I{I 24 X I�l�illll 111l�� �s GENERAL NOIES I iyrpsrn r- . + :Y)M1i i- rtes m0sts dust bel on dehorit , t. AL1. CONSTRUCTK)N SHAH BE IN ACCORDANCE WI1H CIIY OF TIGARD, 1• A^ saturated in ag t o waist I s,1 price to t+tloia�M Lxoaatruatia• Wal water linea, An,. to r 0c'Oive TIGARD WATtR DISTRICT, AND UNIFY[) SEWERAGE AGENCY STANDARDS PVC SAIJDLt ITtf 1 s Invert Slater District (TWID) rind apprcvai on L.,yt�truruon Plane. PIANS AND SPECIFIC;ATIUNS,AS APPI IC:ABLE. • 31 RAI 'RE L A I KR II t LQ[ I Approved 29CTION A-A J. "he esrtrtlstoc awl Noxataln one sot of Two st&sp+d pp 2. FRIOR 10 ANY (:ONSIRUCTION, 10CATIONS of EXISTING UTILITIES SHALL Plow las the eealtruetion site at all tineas 1. Curs ►salat M ie glare prior to ►natal lino water Psalms. BE VERIFIED BY THE CON1'RAC10R WHEN ACTUAL CONDITIONS DIFFER •• _ �.- _ ^NlJsats IAt+c[T FROM T►DOSE SHOWN ON 1'HE PLANS, THE CONTRACTOR SNtAII NOTIFY r i. Mstity "m 4t hours prior t.o cow snaing oonscruction to sat THE ENGINEER PRIOR 10 PROCEEDING WITH CONSTRUCTION. up a paroaftstroetioa seatol. Teleph"o •. All wEt sPhat. be LII occoor.4*nco Witt. AIM& standards. 3. ORGANK AND NON-DESIRABLE MATERIAL SHALL BE REMOVED FROM THE � T SCInCR ►I Pf _- �_ 6. All Wart will two inspeeted amid approved by T". CONSTRUCTION AREA AS DIRECTED BY 'I HE ENGINEER. 11.7 I V. All pa11Srd !i ttiwga sAa l l be ductile i tw+, oeaAant-lined. tips vi' tnsOlRltllu p�,. M '!^/toe>I Joie►R Doc til* iron, Class S2. 4. All FILL AREAS SHALL BE STRIPPED CIF ORGANIC MATERIAL. Fill_ WILL BE " tellw t. 3i• of 3/40 sueaa gravel cover tat all Water mains in street PLACED IN 9 INCH LAYERS AND COMPACTED TO 95 PERCENT RELATIVE 49 10.� s(rrltasMs'�"al PRIVATE ROAD _ M - _ _ _ - _ _ - -80 an0 rilohts-of-War• MAXIMUM DENSITY ACCORDING TO AASHTO T-99 STANDARDS. BASF ROCK , t ~ 1 t. All valet+ operating nate shall be within 34' of Jiaished grade, IN THE STREET WILL BE COMPACTED TO THE SAME STANDARD. I othe"1ee valve operating nut eat•snsions Will be required LANDSCAPED AREAS WILL BE COMPACTED T'0 90 PERCENT. THE A A `ITA �!ss 1T[ft 3+R/V 10. loured concrete thruIstblocks of at least t rquare fest of CONTRACTOR WILL PROVIDE DENSITY TESTING, ONE FOR EVERY 10,000 beariatq surface are required at each tea, cross, Med band SQUARE FEET OF AREA AND 2 FEET OF FILL PLACED. COMPACTION REPORTS "'1 • � , location. FROM A REPUTABLE TESTING LAK WILL BE SUPPLIED TO THE ENGINEER. 11. tire Illydr&nt asssably consists of An,t,sAP►NJ x i" rig tee. • ■ PVC SADOLL SMALL K A3:M 3034 MW 33 4' !lg x I►tl gate valve, 4` lit x ltiJ holding spool, and a Modern2 N PVC Col OMS SHALL K A31M DIT84 WITD► CILL SLA" Or 124$4-�a/C Prlueiier centAuion firs hydrant A-442, a• N.1,, S4. 1lvo, 3-Port S. ALL CONCRETE TO HAVE 1,000 P51 COMPRESSIVE STRENGTH AT 28 DAYS. +, '� --- ;•. _SK OR 123x4-t (2 - 2y` MST hose ooaaection, 1 - 411- NPiT pumper) , 1%o Pentagon eK=.V - operating nut, open left, colon yellow. 6. SIDEWALKS SHALL HAVE EXPANSION JOINTS AT A MAXIMUM SPACING Of 40 (Irl J ■ Q " ST �T�It SEALS ALLCR W 00 SI 1 LS.SHALL A/Tu LUT 12. ferny Pira hydrant sha11 be inrtalled upon apre-formed concrete FEET, OR AT ALL CHANCES IN SECTION. 8/10' rHO KI &HEX EAD. 9E SOo SCKV D 13 CADIU0/16' •PLAT 0,block ir* 14 cubic yardb of crustled 1ti"'3/i' drain r rata the CARN ISTEEL.l1f0 TCx TEAD, fLOTTfO fC11t1 AIO IS CAo1W ►IATEL.reit slltalall,nla t1AlI►wit larpap4trWit1belaidontop of the drain rock to sopa rte onllf,Ia1L se-,ss CARSON STEEt.cork fr'nsI � 7, MANHOLE C7NSTRUCTION SHALL BE AS SEIOWN ON UNIFIED SEWERAGEi►! !I• All conifers s*w*Ir litter Within 10 P'sat laterally or 3 fast AGENCY STANDARD DETAILS. • INISERTION HOLE SMALL Par. CORE DRILLED. slain SbAll be encased v i 1 water its a reinforced ert cal y of a Wa R� ft coacreto 3ackat 4" thick for a dietAW0 of 10 f..t on they 8. PRECAST MANI40LE BASES `HILI- NOT BE PERMITTED. sides of the crozaiaq- whore crossings are necessary, Y must be [R,.de ata }roxlmately g0 with at leawt 1t' of separation H below eJ!Ia: water 1�tla• 9. '.:ONCRETF STORM SEWER PIPE SHABF. ASTM C-14 CLASS 3 WITH BELL AND WA094WON (`,oaWY PFtfVATE ROAD ENTRANCE - 14. 11,11 mains, shall be tested at 150 psi for one (1) hour with a SPIGOT TYPE JOINTS. ARTMENT of LANA U" PVC GASKETED .� .jaYi.sus loos of 5 psi. Static Pressure '1'P-R°P•i. AND TRANSPORTATION OFF PUBLIC ROAD WITH 1� �- 10. PIPE ZONE BEDDING AND BACKFILL (FROM 6" BELOW THE PIPE TO 12" SADDLE VfA � «'°�° 1S. Ail mains Mall be cleaned and flushed with potable water ABOVE THE PIPE) SHALL BE COMPACTED 3/4"-0" CRUSHED ROCK �~ prior to disinfection. Bacteriological tests will boo taken f/nim J � M NON Was• we oolsttr �q y by TYID. COMPACTED TO A MINIMUM OF 95% RELATIVE MAXIMUM DENSITY PER tf �-� �g DW-203 °`�I"� "°. �s° 14. Contractor to provide a Eclipse No, ss, sampling station AASHTO T-99. BACKFILL ABOVE PIPE ZONE OUTSIDE SIREET RIGHT-OF-WAY j manufactured by Rupfarle ft=&Y, it- Zonis, no' 63102. The SHALL BE SELECT NATIVE MATERIAL COMPACTED TO A MINIMUM OF 90% sanpliia9 station SM11 be 3'-0" bury, with a 3/40 Tip inlet, RELATIVE MAXIMUM DENSITY PER AASHTO T-99. lockable, oanreswwwable, alminusr'c+asou t hsiaq. Mben opened, I I the station shall required no key for operation, and the water 11. ALL SANITARY SEWER PIPE TO BE PVC PER ASTM D3034, UNLESS OTHERWISE -If 11 A will flow in an all-b ores waterway- L3.1 working i q parts will also NOTED. and a 3/4` hose Iwssle. All stations shell be eI►cio**d in a -- ---� be of braes and be rmovable from above ground with no digging. :1:: A copper vent tube letand+ra) will OA&blefthe station toobe ( W pumped free of standing water to prevent ng, 12. ALL SANITARY SEWER LATERALS SHALL BE MARKED BY 2 X 4'S MARKED WITH r&inisliso bacteria growth. The exterior piping will M brass, THE TOTAL PIPE LENGTH AND DEPTH AT THE END OF THL PIPE. &stI d a 4' ba13 valve shall be provided in Place it of the Pct •f � aLRt�ota acro PIP(,a,Is Aa aPeCNKO cock an the vent pipe. 13. JOINTS AND 'O' RINGS FOR CONCRETE SEWER PIPE SHALL CONFORM TO 17. ^MD will install all copper a.rvicas and aasp.ling ►tatione prior ASTM SPECIFICATIONS C443-60T. RINGS SFtALI BE NEOPRENE. R{ S� RAMP to blacktopping of streets. Mater satsr* will be installed by feM we WAM (P1101�1� Islt rn�lrl twist CRfbl eAsw PLANT r4aNKATca Ttt r,nw• T11D upon individual request and pa-fsest by othars (owaers) . 14. PRIOR TO ACCEPTANCE, ALL PUBLIC SANITARY SEWER SHALL BE AIR TESTED a�' arRllt ON attAr AP tae Amb aYAI LER it. upon catTlpletia► of instal3 ation of the waters system. the contractor new TAP t etItTANr [awena �ttAwtLt 3x4 UG or ovla" shall &&visa TM of the total construction coats to AND VIDEO TAPED NHS FORMAT) IN ACCORDANCE WITH THE CITY OF ""0 "w te'raNO ""M' '"A" a G 2 w 1 be added 1La lege Z� itlspeetio>As, water lost, overhead, TIGARD REQUIREMENTS FAR SUCH TESTS. PVC PIPE SNAIL A150 BE TESTED ` ` T�.N ». P94 0 serer which JLl /� adsinstration, sampling, etc., and 20 for spgin*erinq raview, a■� w R NTTI ilaclnrQits "as-built' drawings, updating ,easter sap, intersection FOR DEFLECTION. VIDEO TAPES TO BE REVIEWED BY CITY OF TI(:;ARD. I /Tu,ICN aK4wltr g atttR Waw PLAN , a LATtRAL Soaps, etc. ----_- �, 15. ONE AS-BUILT MYLAR SHOWING ALL IMPROVEMENTS SHALL BE PROVIDFD ` Aa A wam -y �.eo,na d.sort n+swc: 10 THE CITY BY THE DEVELOPER'S ENGINEER. - rA.rAce _ n✓ .. wwl,IR, 91.Opt Fop l�•� 16. NOTIFY CITY INSPECTOR LETHA THOMAS (1639-4171) 24 HOURS BEFORE '�... f' 6-PrE.0.010, yon •'!: 4-Prig•O.cw. --awls 00mwE rra STARTING WORK ON ANY PUBLIC FACILITIES WHICH ARE PROPOSED OR _-. NM I : EXISTING. ore" CM a a[nel Cum T11 *WMN Aw�Te PIaA11KMT Jf� ItAx. swu-Ak to Lfrnms IdaTEr3TCRt 17. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR 4A1E1I-/9LAM LLTMII S r- &Awl BETWEEN 9 PM AND 7 AM (M-F) NOR BETWEEN 9 PM AND 8 AM (SAT.), NOR "- ! L am SINVILL1s-"S.`r otTAlt. Site ora. v_ BETWEEN 9PM AND 9AM (SUN.). r1IaaNT� Lee t rsa 401171`0111 a-roe Pw olRls 1 Z Iinllll AMOCTAL. OR 18. AIR & T.V. TESTING, AND, ALSO MANHOLE I & I TESTING IS REQUIRED; 10 BE RA' r"'st Na WIMIS MR CURS OtWL. Z aAOIIIr ( Li , „` REVIEWED AND APPROVED BY THE CITY. t can. stltlN rNAu. st As worN . I/.'-0 ►,� tet[ YATEIflAt �► :,a . SRM lA �N�Mas M7a0Mm SMPPftT TEE MATH y � t0 j Li 19. A SANITARY SEWER CONNECTION PERMIT St TALL BE OBTAINED FROM THE „ ,T r • O0111CO t SMALL r woo RaJ. NT � i e`.of 51 DE 7 C) CITY BUIL:)ING DEPARTMENT BEFORE CONNECTING ANY STRUCTURES TO s,Iaast �T .._o 0 ,';, "a=:,rs'MR st•"' SLUMP 3 h THE SANITARY SEWER SYSTEM. ��** L POW C^L�' MOT a � f �L-RCTO1 II+IIatAte rRoa q► RAY'. 20. CONCRETE SIDEWALKS AT ASH STREET APPRO,&%CHES SHALL JE INSTALLED _ BU I L D I NG SEWER Ui - AT THE TIME OF INITIAL IMPROVEMENT WORK (I.E., SHALL Ws, BE DEFERRED WWASHMTON COIWflY f W }- TO A lA1TR DATE). O TRANiPOAT�A d USE SIDEWALK RAMP UfL; 4Q �21. TRAFFIC CONTROL AND PEDESTRIAN CONTROL SHALL BE PROVIDED FOR AT SATs arra.IeWIM WWNN Awls Aso. WASE o".V "a �ei••�• 4Ae•w � (`� m w ALL TIMES. A TRAFFIC CONTROL PLAN SHALL BE SUPMITTED TO THE CITY �fd�l. s..J�yo .t.w, !I�k•R NONE CS-'306 FOR REVIEW AND APPROVAL BEFORE STARTING MAIN STREET OR ASH AVENUE WORK 3Do a O 22. A HARD SURFACE PATCH IS REQUIRED, AT TIAL. END OF EACH DAYS WORK ` J 0. IN ALL TRENCHES WITHIN PUBLIC RIGHT-OF-VIJAY. < ; V) •••0' RAIN. W Uj 0 YAR ', i -�1'� WITH 2 MST% I• COMPLETE RUBBER SLEEVE (ASTM C-4431 �y 0 �t INCLUDES A MOLDED SEGMENT THAT HOLDS W 49. ( T IN PLACE. W Lon < 2. STAINLESS STEEL BAND 19/I6' SERIES 3001 z M. � 1 -3� SECURES urnot MALT or Ru/eCR SLEEvE % "HE �. J W AE AV AV-AV-,AF AV AVrvc Hue. 1 , W 3. PVC HUO (ASTM 3034 SDR 351 IJ ELEVATION DRIVE INTO CENTER OF RUSKIR SLEEVE AFTER SLEEVE IS PLACED LOCAIES 148 H0T REQUIREQ PRlQjD _T-O EXCAVATION) M's," �AL�'-NIIED km a __j YACNNIe aOt.TS/wASNep ONE CALL SYSTEM - 246-8899 (faRAl TELEPHONE, NORTF,WIEST NATURAL GAS, U.S, WEST, U.S. SPRINT) 3 t'•a' „ I RAILS TO K MIR790 aI ACR wlT'1 WHIT[ t=T R,►[n 2 NAILS a TNC WHITE "In$ SHALL aE RLlLtCTORIItD rORTLI�NO GENERAL ELECTRIC - 843 546e, EXT, 312, 313, 314 ,� •►OR w10ER APPLICATIDIH, 61ULTIOLE SICTIONS AS .n nl,grN INCL VC AIrEO CABLE TELEVISION - b44-4300 M LICE YANUAL�IyNIPRRY Tg4PPIC WHT1�L DEVtCtI -CONCRETE PIPE u" q /011 IT"IETr A(lo IIItNWATS ANo TML oRntON fUPPLEMeNT .. - IF-I aARRICAtIea - NW,1M*UT NATURAL GAS 224-4211. EXT. X14/3 i o = SC-4 SARRICADI oellaN 7�J�j�j/�7 _' ° • a I 4-,a" „ aC-S e.\RRICAN APPLICATtON c Tr�P++oIMJI� - era 2121 �� POSTS SIJ _ S ltt A f[RtAtl ANU NORRMANA; AN lr SHII SNl NOTft All INSER TA-TEF HOLES SHALL BE I4ACfItNE DRILLED. -� c.+� .a I A+'^ '*�� � `�'R=' ••� - VN"1'1664 M MI �_ ACCDRDAhCe WITH tHt CURRENt tl'pT[ 0,OPLGON TME COWMACMK IN LOCATING ANO PROTWTVa UNOMF40UND UTILITIES, MUST COMPLY WW _NDS VIEW 11110A10 901[1/1CATIoNI/OR NNT CONITR�CTION WITH THE MULATI13I1lZ OF O.R.S. 797.641 TO 787.671. - _ �. CL� u L5 WASI"MTON COIJN'TY STREET BARRICADE TYPEIIId DEPARTMENT OF LAND) USE Mb TRANSPORTATION AT WIDTH TRANSITIONS I NSER T A-- T E E •( swery.40 Sheet No. OAY7 am M OSIAIIN AIWA N*. WASE coum" No JMWI NO NO. _"D „ 1 c� l�L7�L- NONE M- 402 -- •A l !°S U iO [91 u Project No. b11d1A,tlltll A 'i-..i:: „Jif ... ..R,.. .....q. ,1 ...:tu-Lu..- u, k. r,,.V:w 4 u4,. ,a•.y.p r JC'.. i. c' . .: ra',;t•, .,.. , ,. ..r.,;., •,fig ,. .,_ ...' _, .aiidi"il ..: A• a�.,,V. ... 'fir ..,. ._.fi ..,r1; .. . 3 M-1-c-IM"l-PiL1111 4"11U WAM � IIME I :. t Nln`�I�iritrr H� t�11h Il i I ! iM oftl Ids rpt DIM a ONIVANIMMINNORM R147 I / 4� (�r��M rr r/'if• 7� r ��.v 6; :7t• IV 1FG. 14 v q�W A. 1 o ca z N 00 04 c fj 11 fj _�- � � , �•--...... ./� / - i � � it � � �. Jr- ld - L. "_._'-— ./ f f 1r� �� LJ uj LLJ Cc /BI UJ �., t! 1CL LL v W > - _ W LU 11 /_ cy- �rl LTJ 17 I/1141j/ - - - - - -�1 10CA rl0`v Of E X rm111 4 0 calf At C _j 17�N°Jrn/'w+�i� ■ 7wM O.1�Y�A°t1°1�•�Y •� ��� `Or[ lob'n'�••mow is1A10 1 "C■1 W.J1li' JR r4 �_ ` `•t � \� �� ! t! :.■r!■r A / rra.10 tamrRWl-�•+ _ C - 14 Sheet No Project No. 40 MAPLEWOOD, 126 .,..ru SIT 93-0015 14 OF 14 micW 93 A MED ��� �� ��� �l� ►►ll ����� �c,�l�,� � �,�,I,�,�,�,� � �,�,il�,�,�,�,1 �lil�l��i1►I� I ►lil�li�illl'��i�i;ili �illli I, Ill,l,l ,l,�,� � I,� ,�;�,I,�,I I Il�l�ll(�l�llll I Illll(�llllll �,�1�,�,�ll,� INCH MAD!IN CHINA