Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
13255 SW 132ND AVENUE
4• '.e h ,.r j V1n CITY 2 4 ?006 801i OF n�8q0 bN • I I I+ouv�lo3o'.c ., _, V j `,, I �; �.i �_► ' GRAP�IIC; SCALE r_ K2& •"i/Ialil/04 V $ $ J I l r S S"21+76.x4. UNE B `++ 154600, 115 L1 N V I / Lp s L .. tAu Ap�� r,+aArf' I Drsljr.orr Date i..] ,MAPt S a'� +i+e� 1��,.117.5 LY. t , r1-556.6. AN k, �� a 3o w uo ' ♦ kA,rf: 10 I;RAIIE X06 01/06/04 I_ PROPOSED ST.NDMD SS. M1 !� i IE- CNIT -155.62 Al LI u(6p,1t1Sf R1�1 TO ORAf1Ej " h Drnwn Date ki.ti lF 12' F'bY; p 17 ' 4 SIM. LAT. PRIVAIt ,Ibl I.!W �p �- IE IN-347.86 = •x h IA1 /'IEE'P y"�• SL STA.-21+3167 LINE 'Y' ( 6' SAN. LAT. (TYP.) o► K� �� 6• SAN r, tvP.� 4 Check Revlee Date r_ _ 4q- I 1 ' � !J,•r-�r�;r ST.. STA.-14+79. 96.03• lT. WAPIf- gi � 'ST.. STA.-14+92. 3.13' LT. LOOP ;�Ifi�. a t�+a� 90'f 0 1 41Oh � 30 !t / Ar '''` PROPOSED ST SS MH 1' 114.26 LF, 8' TARY SL1R • 0.50% RMI-355.66 (AD RIM TO GRACE) �. , ,� N �•+ bi i ` ly IL IN-1347.70 :^{�'171�'`� .0 1• � 16+ �Qbs ,1 1�AN. MAIN iii I`ii X ,I a `'• G"- C. �'�` r, A�E � I I-• �� � a� 36 LINE �1 � � � � 1 ' - S 2's `,` SANITARY LATERAL a.-,. I -•--------._.._.__.. .._.______ _.._ ---- -- - 4, _ STA 154'580 7-illi L, CL MAPLE LE t• 1,1 IM 1A.N \ RIM b 0 Sl STA 16;11?+95 7 LINE 99 •y �' '1. �; ' s ,a' I�1 � IE INa s•s5 1: ST. STA. 10+8 ST ST -144'40 3Z 3' LT. dl �� -a / ' �� 1i LE ,IE. OUT -35, .0� LOT 6.28 5.00 LT. STA.-14+5Q 2.01 ``'� / ,: 110 L. •CI r.1AF I,f:Af 1 �� ..,'' Rlh+ s1A: Is�h 22s Pc14 LOT 2. ST. STA. 11+50.42 4.92 LT. _ I •�Il ) v r �.� /' IE INm3ti4 lU 14.0 R L1. MAPI.( I f '' t3T•0 I T RI}A TO oltAaE K�� �� IE c)UT -354.AU [� i' \ 1cQ35n es, r'r.=3513 LOT 3: ST. STA. 12+10.30 4.67 LT. l ! ► - -'"" �"'` ( I � 1 1' ` _.STA: 1:1.766ff. C S.25 L to L 00P PRQF 344 >r „ b: \l;'. - 1"G-352.12, FL-351.82 LOT 4: ST. STA. 12+84.18 11.07 LT. ��E F 4 f 9'"lay , ` . STA X6+10.19 LOT 5: ST. STA. 12+10.30 4.67 �iG I Nff k SS'' SfA`t10+61 12, LMiE •9' - f4�y„ 4 2•E R, CL I"- LT �� �c. O 'y s ,� 14+45.5f 15,6 6 Z L.7 i ST. STA.-14+1 4. 10.60' LT. MAPLE- 1 aog i>1 r • LOT 6: ST. STA. 15+48.40 4.86 LT. W 7a Q I ST, STA.+14+1 4, a.Z2LT. LOOP ' IMS=35 L41M_ - f LOT 7: ST. STA. 1 4 l '._. I t" J 1 n f Ck _1 :,• PROPOSED ST ARD SS MH. �' -• }'4 IE IN-349 0 � 1 1 5+26.46 5.01 LT. J)'' t M- 7 !1 ,1 T RIM TO GRACE / 2 ' ' • `C , ) � ' ) r r IE L�Ur -349.0 LOT 8: ST. STA. 15+00.48 15.93 LT.f N rE IN-34 . I( OREGON 1 t SS STl1.-11'*89.72 UWE A -1 `_ '' i LOT 9: ST. STA. 14+79.90 33.18 LT. I SS SL 1.•20+O0. ' ft- • ���✓✓✓ ( ' >I � aTM M.M. LOT 10: ST. STA. 12+91.00 11.79 LT. 10 PROPOSED R/Ni LINE �,• ., sT sT -1 7 b.e6' LT MAPIF 41� LOT 11: ST. STA. 12+61.70 5.55 LT. SHS► Id Imo/ G , PRbP0�0 ST SS. MH. 4rh •- - �fA: 14 H10.52 4.11' RT, LOOP 60rQ' g y RIAi-349.51 (AD.ry1' 1 'TO GRACE) O SIA, 141'11.93. 2.19' LI T I \ ,�{, sE OUT- CL MAPLE L AF . 3 Ore LOT 13: ST. STA. 11+89.48 4.88 LT. EXPIRES` d-30 r+r► `\I • '-•.«• , , .? �,i `1,1G•, ',IE IN-338.53 i � � a R1A1 W 352 ♦.3 ,w� M + 1 �. rs NN � 1t, - ,. - r •�7� If_' IN••345.20 + SS TA.-14+30 09, LIN•! A')' � I i i'.� L..r r.�S"STA 12+19. . 111E 1E OUT -345.0 4 Sr. STA.-10+80.34 .L _._ �.� i �i� u • 0 '� �,•� � �,>( SL. STA.-13+ta. f, 8 Lr. . =- r e• -•' I PROP05ED STAND SES MH SIM MN y �� 4 �y� 1� r�N hi_ STANQ D 5FJ& Wt .• � � II RIM -370.3.'1 STA: Iu4-138.41, 2 0' RF. � '� � ���M onAD x^1Y Rlyl a I:ItAOE) l j IE OUT -3380 L MAFIF LEAF UR. ^ u�`" u1 s IE M1-339.Z0� RIMS .}70.15 WW IE OUT•-J30.0' T ! PROP SED R/W 1I'°°`'� PROPO�D F.1l. :; a "1 `E'.. -- .,MAPLE LEAF COURT(I✓RIVS TE - :.�,� 5> M;. �y y N ' / �' Si A, 1, 139.?8, _28u k1 I' / ! / / N 1 CL MAPLE LE AF UR. L i INF A y`' kI►.1.3.17?. � C rt 5" /7 e- /l c l e O A M B R I A C T R i�A9,U 1 6.94 + y.73' SS ! b. 4 IE INe340.0 ( n IE OUT-339JW \J P� I I I } I�� ^ w ul 7 `r P 1� rw+ STA: 13+38.47 W - -- ; ! i ` ! - c9oo ATER IN Eff 13 r OFFSET: 32.18 SEE $@EET 9 OF 12 FOR" AN!�ir•r I A; I 1. � , t., •SMS • 1, ''--••�� >>�_ 1 6' SAN U►T. (TYP,) 5 PRIVPRIVA• w 8' SAN. LAT. ( 4S fr; ONTINlJAT10N U PER DMI0. 525, aTY or ttoARo ?- ' � I M 12+56.70, 10.78RT. MAPLE z ►� \1 i \\I//, - / O L�� CONNEC� TO CITY 1j F n F o 1 INSTALL 11 1/4 ' BEND W/T.B. 04 TIGARD 6 (NATER INE I _ �! 1 1 i U RT. CURB ELEV.=CL+0.06° z o 12+81,6 z W rn z N ( W 2, 8.67 RT. MAPLE D 0 O o LT CURB ELEV.-CL+1.12 � N � INSTALL 22 1/2 ' SEND W/T.B. n G O o PVI STA a 10--50 o I= w ao C _ + N o +� PVI STA 11+75 0 2E a Q PVI ELEV = 370.33 w o 0 M 0 50.00' VC a N PVI ELEV = 360.49 N O ® 13+10.51, 5.66 RT. MAPLE --- A.D. =12.92 - _< � z .__ _ __-- ______-- .._- A.D." > 5.65__- z0 J... ___._ ..ta._.Q. _________..__.-_ __._..__._._. ---- -___-.. _______-_- __---- _.___.- . ___.-__ ____ _ _._--__ _ _._--___ ._._..._.__._ _-_. _..._____ ..-. .. _-. ..__.___.__------.•-- __.. .. INSTALL 22 1/2 ' SEND W/T.B. z Q Q 0 oo K 3.87 into N o c3 > K = 8.84 d F a o I � c .LI F rl 4 13+44.0, 4.97 RT. MAPLE �-i-i - O r + leo w m I ►,r to_ Q t7i o r 0 I 50.0 VC f5 z z z INSTALL 22 1/2 ' BEND W/T.B. w o w I 1 c 6i 0 Z F5 Uz z w m m ( w ,t w w Z W s> » _, �_ 1� 11.11 �. 1 13+73.62. 7.41 RT. MAPLE ---. . -__.- __._ ___.. _.I-„_-;,�1�1-.. A. 11. • ____. _.. tat W ___._SAN I-T A R Y.._-LINE..__.__A_- _..._...____.._.. r. _�. . .-. ._ _ .. _. .. '..._ -. __... ._.__. . ...__...._.-.__-.._ ...__.___... ® INSTALL 22 1 2 " BEND W T.B. = Q _.... - 370 _ STA. I0--f 8.41, 2u T' - _ _ - ._ _ L��� �1l �r 1 � �� r 370 / f- 1 i ► 50.0 VC LOrI POINT E4EV - 346185 1 Q i t� •:�+.JT--,S�[.) v (wl' PVI STA 12+25 LO POINT ST - 13+3 .86 _ © C� 14+t 2.32, 9.66 RT. MAPLE a CONNECT TO CITY OF y m o>o PVI ELEV 353.74 PVI STA 13+00 �> N 1 TA R Y L I N t B INSTALL 4S BENO w/T.e. TIGARD 16 WATER LINE s A.D. 3.94 _ _LE - . 'B �• $ PVi ELEV = 346.56 ! S�! M f•( Q z + 0 K 2.69 A.D. 10.36 SS. §TA.=20+95.79, LINE B SS. STA-2t+76.24 LINE ' " - a SS. C.O. 14+44.76, 35.77 RT. I'APLF = 3 o+ � M ST. STA.=14+40.54, •32.13 LT. MAPLE= MAP L1. LEAH- C T 07 INSTALL 45 ' SEND W/T.B. � (� U K - 7.72 L - + t 4.ts LT.- _ STA: +6+02.53 - L z S ,STA =1 0 90 2.0 I LT OOP MAPLE LEAF•14+s .4T. 17.55 LT. M - w F' F' f� PROPOSED STANDARD I SS. MH. STA1. M.I(. r I RIM=361.88 Q tZ_ 'o o v IF C,=. :,-1. �� 18+21.48 24.35 RT. MAPLE ,n U 8 > > r 03r�=�g44./, RIM-3!S�.W(ADJUST RIM TO GRAGE `.�FA: 1`�+ : 3. '" w ,� 63 80.OQ VC E t/T 3 OI)JUST RIM TO GRAG ) �T-u7 g6 Ik t►U I -`;s =I IE OUT=348.4.3 IPISTALL 8 MJ X6 FLG TEE W/TEI � o 0 N F - 0- a 1,,1 AF'LE. LE F c,T. " IE IN-344,20 IE IN-3 7.86 , G X MJ VALVE & 20 LF-6 N 360 ___-._ __ _-___ . _�___ __ _ . --_____ ____.. _..____-_-.__ _._.._ _ d,. . __--..._ .____-_____ .__._____.__ _--- _, _r__._.___ 1.i1hL- .ita_:� _.________.-•- --..�_._- . _ ___ ..___--'._ 360 C900 STD FlRE HYDRANT �_ J "? IE IIJ�352.50 1 ASSEMBLY W ---s `z -� + r- o O1 STA: 14+13.44, � � , . 6� � Q �1O►'1 IE: (1111-,51: .SU �� -o- 10.50LT. MAPLE +o _..'---_ ---•- Q 15+25.32 19.56 RT. MAPLE � O •. N In STA: 13+80.99 ELEV: 34 .20 '" - z •9, .. 1-M STA: 114+15.94 STM. M.H. INSTALL 8 CAP. END WATER LINE. '� ' ti� rJ W • 2.22 LT. LOOP S*fA: 1 +10. ►y, m �� �''' > > N w RIM--47.82 2.63 R • LOOP= ( ® 10+33.39, 9.47 RT. MAPLE ..�1. a! w> - = INSTALL 45 SEND W tB _ r- I- 9 •S� m CO CONSTRUCT SAN. MH _ ,+,� IE IN ' 342.20 CL M A E LEAF - '' , ST 13+15.41, BIT. r CONSTR C1 SAN. NIH fiIM=34 U �G`1 0 ' hF?iVP\ U c �, �� 8 9S RIM: 346.91 I � Z.• S>'�� 10+28.92, 15.94 RT. MAPLE STA 10+ 0.34, 5 T. �,1• ��,�1> v •' STA 13+ ' 8.74, 5.8 'LT. � ADJUST-RI''� ���-c' L �-F \ ' ��'`'' '�I 1 INSTALL 45 ' BEND W B. CONSTRU SAN. H ' �' 0 IE IN : 39.20 I J , U'1 �iNF �' �`,�� `," > RI . 346 IE Ifni=3 4.7C), �`�- ,� ;tM �I 350 IM: 368. 3 r'4►r - y� � �Yq E. (OUT): 39.00 _ ___w IE (IN): _ .9.1 I'F OU T- 34 4 J � . �' 1 ® STA. 19f48.48 8.58' LT. GREENFlELD DRI`+lt� _-._ ._- --.-_._ IE_ T:`358. 3-_. - _---_. -- _ _ __ __-----.__.__.. _ - _ ,Q. _ . L__. 8 53 _ .-_ -_ ._ __-__ �� ._ " c.. 114.26 LF 8 PtC SAN. MAIN 0 0.5X' 350 BEGIN PROJECT, v \ (�� IE (OUT). .I 8.33 h P� INSTALL 16"X8" TAPPING SLEEVE. AND 6" GATE VALVE lot �� �9 1 �7 . MATH RESTRAINED JOINT FITTING AS REQUIRED � S I \, " AND CONNECT TO NEWLY INSTALLED 8 C900 MAIN. 4 0.7 I I Irll �� 1, 37.67 LF 8" PVC TO EXIST. 16" CITY OF TIGARD WATER UNE, _ .- -_ _ ._ __ ______---.-_.. _ . .._.__._ _.___.____.___. ._._. -.._..-- -_. .--- --_- --- --._-___._. . __`�.� .. ; __ _ ._ ____ _______ .-- -�_ _-.. ____.__._. _---__-_. -_ •_-- - e_ �1:.__ _.__. -_._-__ SAN. MAIN 0 0.95 : _._._.._-_... AFTER TESTING & APPROVAL BY CITY OF TIGARD. 1 ' 1 I 12+79.30 8.57 RT. CL MAPLE SI M.H. _ �. pE }� - `:,IC �� `�i � �� � T 1 56.2 3 6;2 R 1, M AF'll= �'! 'I 1'L - -,_..•��i. 1 • �`' •� \'L ® INSTALL 8" MJ X6"FLG TEE W/TB '` _ S 133 ....--�;r�r14% , X41 -�'.. _' ae, as• r . . M 6 FLG X SIJ VALVE do 26 LF-6 KURAHASHI I�1M -30,62 fiJl15T Ri Ttl Gf1AI) - _ ss STA 21+3e 7, LINE1 e - Ca00 ST[) FIRE HYDRANT IF- I ==344.20, iE UU 1- 3 4.0 -- ! 340 - -!4�yj LF e - 1 �` _ _- - + �_ --- 3,10 ASSEMBLY W/TB. !ic ASSOCIATES. INC. _____ __ ____-- .T__.-- ---_...______.__... -- ---__._ ._--_--._-_.. _ __ _ _ ___ ;' . - �' �, 5 - - OPOSEO STANDARD 1AH. Clv1l E ineeNn • water Raeourcee CONSTRUCT N. MH + e �('� S(Ato y1��11 .L� R T QQP RIM-s5a.pe ADdIST RIM TO GRACE) ng g .87'LT. x•64' �0 ��' STA 14+10.95 4•.5.5 RT. MAPLE a OOUTWN-34 7• NOTE: Landscape Architecture Planning \� 1 STA 12+65, ss 1 1 0�. �• r, c � IE IN-347 70 Environmental 3urveyins RIM: 349.78 00 FLIM 347.5, A UST RIM O GF,ADE: IE 1 =:542.70, E OIJ T=,� .50 ALL FIRE HYDRANT TO BE PAINTED RED. 15580 SW Jay Street. Suite 200 IE (IN): 341.70 Beaverton, Oregon 97006 u i ozurV ._ IE (OUT): 341.50 I copy 503 644-6042 fax: '503 644-9731 onncE O) O� U)►0 '� 011 17 ON O O sP - � �p SANITARY SEWER � �pp w n MCO �p n t ~ !p PLAN & PROFILE O M �M 10 M co M 1p 1n 0 e} ' w TY NF & WATER MAIN 11+UO 12+00 13+00 15+00 16+00 A�pplveo.��.kcli BAR ..{{ Cfn*Ij4 y p .�.-... . .....f.. tfl`.}..�1.�•IiG'i••1 )' CandMl�oall A�{,rcvgd....:................. ( ). 0 , /T7T FOR )) » 14♦0 » » P�p111y cno w%k ps ddIc:rrbeCI im 671 (. PERh11T NO 00©�J Ct/1cMlIoMNy Approve ., . ...'.. MA�. .�� L�A�' Cd �1RT AS'ANIl R Y LIN. ' B MAPLE LEAF CT. O PERMIT N0. � )1E�LU;ter Ip Fpnpw ( } . t r. r �.3.�.. 1 llealetler ta: euuw ......... .��3e�"�� r , SCALE: HORIZ. 1 "=30' A,leCh . ._..,, -,-��- _ VERT. 1 "-5' o KAt# 2375 � O� f. - � e OFFICE Col' n 3 • _. . .�. t . _. - - - -ru«.P,...�'A•."vs.uwra.,,.,,,,. ...«.... ,•,,.,,.. _. sOsAPr _ -._ - - _ .. ... :;AGF:. :fi. �_ a:k„ys.,,. ium?n».,,. ..,,.. ,Uw ... :i-..r,.-.„ _ . 4, i 11 111 1 I I l 1 r l l r (h 11 f l 1`tl 11•F 1 I 1 1 I 1 fit [it 111 tl 111 111 _.Il i l l i 111 1111111 111 1 11 111 111 111 11 ! 111 I I 1 111 III 1 1 1 111 111 111 111 111 III .. , 1 111111x2 � � 13 � lr1l � > i ill iii lei lei illi l � � I � 7 S 9 10! 111 I2 24X irar'-i4et�NM U°A 1� No.38 o•+-•a..-w....w.. £ Z T LZ Z 6 Z 6L 6- iL L 8t 9 L It 1 6 p A rW ( fi�, ee 11D L a 5 ib 11> �Z`i T wa u r ".1 11111 1011111► 11llL'lilllllllllll llll�ll llll(W ll 1 llll�lll ll1111W111 Illi lUllllll Illljlill llllllllllllllllllll lilllllll 1111 IU llll>♦11 lllllllllllllllllll Illllllll • ' I r a 1 t • rry,, 7' .... ___.• ..r....••ham/-. :•r, .c..qi:+«. ...- }y.w., .-S. , ... . r h., . * .. ,_-.. 4 ... _ r . "YNV•.w.aa .1.r.,lU[ L. •"..R' . ..r...a,wl+.r.-...- i.aM... .C1MM..JiY0M7 NF'IV _ _ .t ... .. .... +15`11+1✓ .Y.-,-E•44►V. ,. _ _. .,,. 4B c„ rid;;', •� f AJ Y, r 1'' }4: A` r - - _ .I u.i�� 1 M 1 - -�'' j 7:a - _.; I+,I —- SIM M--~-- S(ti 1 ` ` V ( ICDS OI/Or/04� r_ i L �� c.11Et;1: f l_AY CHECK 'I SFR PROPOSE[) 63 1 ,- •t `f:cif ur e if i) f'IPr RISER Declonad Dale ' d _ � KDi/ Oi/ON'04 1 6. 7 5 , Drawn Date \ / MANHOLE C11t CK VALVE Al:c:ES ' PROPOSED 30? LF 0, 1 H 0E IEPI I lOw f'II'E. O U.2!6 KDS 09/09/a cV I � n Check/Revise Date I - _ 41 F __I c'.._510RM FASEMEN � � I a �M s 2 i r PRIVATE `` ��. I �� � � � �. � / ��s, I I I r so WOOD 7 45 BRIDGE 3. �X ' 11 CY_ �E0 PROS- WV�" CONNECT TO 1�6" CITY WV I �F- DINE I / / \ RISER / \ 0 �� I 1 3/4 METER W/1" SERVICE LINE(TYPICAL) � I I IGF TIGARD WATER LINE � I � • `� �'i5,ls3s� �°�, SOFT PATH - I A J —�! 15.0' S W EASEMENT 1- �i-^ w v V i OREGON / w a LLI ��•' X Vv �`' �W SNA �P ��_ • , ., •. . •• • .. •.. ., , M. • r . ,. • I W 011 xI v a S'�%V EXPIRES: d-30-06 Mme— M— M %k M �_ M_ M_ M — — „ .— a-- ■_— A% M— M— M -- M M \ , •— o v It 9=16 Lai APL_E LEAF- COURT , ( PRIVAT � � 0G L— f z / ry i � • LJ 00 N. �- N 13 n N • ( — - 7 w rn o � 00 o 10 o mss• L � ! z o LJJ (� o { ! 0 z z n T I 6 \ I o v � Q � a I I I 0 0 QZ f�•p0. J z — to (4 1=0 � � I B � O - U 09 d000,�' I I I I �} r DEDICATION BY NEIGHBOR 1 i 7 nl robs GRAPHIC SCALL; Ul TKURAHASHI 3o Is 70 so so ( .0 I �1 II EngISOICgIATES, INC. I Nater Resources lAnI •54' I Environmental hlt Surveying Planning ( IN FEET ) 15680 SW Jay Street., Sults 200 N 1 Inch 30 ft. Beaverton, Oregon 97008 503)844-8842 tax: (503)644-9731 _ _ 1 ( COMPOSITE — — PROPOSED 5' S/W I UTILITY PLAN • Q . U h I K"ET 4 of 15 3 y•� s•.A �{�y�}� ,- -.. ,r•.,k'�yAIrW�r,lPyMh". '.'!�'.,r.• . •. ,L .� .�2 :-A!�;.j'i.'4 •�,., ..*P.':;�.. A. — ..._. - .... _.. �- -:. _ �' ., - T.:)'� .. q.`r'QI6�'M�IA,•'•"i..rM�M.ij .. ..,iKu+NYM•1•YIMMeYM.MMr•w"' W:..w.�.r., - I I T I I L I TI r I,. fi TI I I I r r �t I 10 11 112 N0.38Ir snw��w "nmhm I t 1 8 I e r • , ..,_ - .n.. n•. -.,...rtyr--...rw.,aru+wr+...r. .. .,.»- w,-w _. ._., r..msv �.. _ » .. .. - L ., - ,. .nr+^'�4R. ... - .. ...o�MllArre+,....,- ..,.... .. .,..w. ., .. .. .e,..... - ... ,,.., •. __' .-yr .. . _ _ ,v+ �,,.!. •cc... '�Me.w.w:v.».�+rrr.w...a..,..r .. .. •„' ..a. .vw_:y,�. ..-i'+-•_ - _ �.�.. -x.. .T SR•1lAINlIII•s�!•Mr7M1r^raOa:i^AT!"m.P,r "C!fM[,.:r•�MA'.Y+nR: .*n+r. ,j[y,,,�14'_.. .. - .4". -. :sr:^• r. _ _.�- .s+�•.,,.A,. may,... -qs.,• .T. ...-`».urc^., `,, 1� r a� t, °Ip Y 1 L f. 1 ------- KDO 01/06/04 r 0 Designed Date KOO 0I/06//04 II o0 N Drawn Date 0 OU = KDO O9/OR/05 -f-ff! _ I Check/Revise Dote 0 0 II II N = o a N �' t� + --i N SEE � z `tai II 0L�1 LTJ FOR RIS ER DETAIL C; BFYlS1QNS F: o M d Q N STA: 33+1 .70 Vi V ►- II 00 o ►� 11 1-- F-- Z INSTALL RI ER PER DETAIL SHT. 9 __. __ __-_ '`► _ r N z 8 V)Q c c II 3 - --- ._ - - - ...... __--. .._.. - RIM-346.2 ADJUS RIM T GRADE) 8 ± o ♦ r W w .� OU 00 04 F._. �► d F- ��� W • 3Z Z - O U�?a �- �- ►- F---� 0 M 11 8 i 8 LJ _j LTJ W LLJ , E ISTING GRADE VER 48" PIPE - - C-1 lJ �j N W W W ca N^ 350 N `. I' =. 'Q ; CV - '`� II - rxlsnl�a oR OVER STORM NE STA: 0+32.21 TA: 31+4 76 F,�ED PROF�``S 9 INSTIkLL RISER PER DETAIL SHT. 90 Ln � D I NEF'� INSTALL RISER PER DETAIL SHT. � =g _ `\ RIM-3 1.G (ADJUST RI TO GRADE) RIM 338.4 (ADJUST ,RIM TO GRADE) 15,656 m .- x , / W -- -- K o 1 W 7 -- _ - . -- - - 34O ,. ,.� rOREGON to �! m p M ►� 8,815 LF 12" PVC STORM LINE 027E 1� - �QQ ID m_ _ Uf- II WSW WW N SNA Z I-rd-D - __...._ _._ . _._.. - .___ - __._ -._-- -___,.__ EXPIRES: 6-30-06 oil - 40 ! Ln w (I I 56 LF 2" PVC STORM !INE _____ ___. ...___.-•_-- --._. . -- _ . __ -.--.___...--. --. 302 LF 48 CMP DETENTI N PIPE..9 .0.2 I � - " 3 1/2"X1" (CORRUGATED 1 GAUGE Z 1 18 WITH ALUMINZED STEEL ! PVC OqE 92.37 LF 18" PVC STORM LINE END DETEN ON PIPE w BEGIN DETENTION PE A: + W Z 1 ! rn IE 20. "� toW 32,51 '� U 3313 ... _. n II eq ,,, ► I LA W M ►�"t U Z I i N i ! co L7 d (> r I I tt 1200 V Q la. iaJ W LJ cV N to 3m oo ►1 C) / v u7 ro ao � w g -�,, U o �? N CV MjCID rq pe) L M M N1 ►7 M M Q 21+CO 30+00 31+00 32+OC 33+00 .1 0 Q � DL�':I'�1'1T1 TON PIPE PROFILE PRI VA TE ) tt�0 � � SI TE PRIVATE STORM INE �, F ' SCALE : HORIZ . V1 -- 20z3 VERT . 1 5CALE . HORIZ . V) - 41 xGRAPHIC SCAB VERT. I 0 »o . a d-1 p DI SLR ) STM. STA!-Z1+13.44 "LINE 1'- 1 �A%,37,&%&MILN� U AI p Rr�1-300. I�bJl14T fl'OI TO ORAOE � � 9 OUT ^ .hI (;�l ,r_ !If 1.9; =yt~ O �/ A IN (& E�-340.0 _ A'to'1 CD e ,� •• •� N Ste. SZA.-21+11.2Z 13.33 LT"LlI 1" rh 6.75 __I L �. wSTAu sm wATER MANAGEMENT VAULT t 2. ..5 IN-339.40 OUT-337.16 a g ST -Zt+p�-I! W 1' ci ►i 1 ® µ� t.Ow CONYROL M.H. 1OPt)SED CATCH BASIN '00 ` KE 6t1 �, -333.26 i I N 13; N E. -333.4e f J ;' I I� I I J ( ! !.l" )__. I ` 20+ ` IN 12 &.E,;-3311'.!!0 ~ \ EXISTIN C.. B� 11 IN �.Rc 0 1 i ,r. / MAT �� 1 ;20+00 MaNQ4,06 I I �.,lc _i `.�,..1 l 'j Sti 90 I ;1, ,11�; a.i, 2.3 .28 SAn _ l F .l: _ t (� `u� h S SAN / O FtJP-339 �.� 1I13�a ' _ ® STM STA.2+11.5' mil i I �. , zl 77 ( P�tOrl7M TRIPL.,r (XTCH INLET `ll s I a , 1 ` h-•� H ' F ; , • -336.75 - -=1sht SI ` ` I ' TM i1. i`tf 18" PVC STM ® 1.5 �: 6� (J� ' , `1�-336.36 ���=- �� K CLAY CHECK RISER 15.00 WIDE SITM EASEMENT RISER / 11 :: 000 CE Y Ct-IEC. -,, ,_,•►* aid STA. 7+0014W I �, PROPOSED 63 LF 4 P gk�Ft:Ay TE Oi.U' s.. CL I,{I s,11' - + t - - _ REL>CACE CUT. M.H. WIS Sit►t. M.N. - w � -- - - st+u __. RMtM330.67 _ I 6 _0 loor V11 IE IN NM its', :.�333.O1lI 6. 75 ' Lim, " IN E1aST. t ' 334.22 I_ 6I PROPOSED 3 2 LF 48 ETENTIO PIPE- D.27: �� l / l 6.7 N • OUT �3�-)-,i,�t.77 _ O ^`�', .� *rMANHOLE CHECK VALVE AC = / -=- K l CI S3 I I 1 . / I at 20+1 BASIN �1 ( L: _ ° -..--15' STM CASEMENT II' / �,��'p \\,\ CATCH 8AS /k ALL CATCH BASINS SHALL 8 f �, I 5� GO G .-tx STORY EASOAE1r l• � >r� / Q I LYNCH TYPE CATCH BASIN.. robs z I ( / I ts.>' tr Or neo sTY a s L `,\!1i 4111" ���F .i-' �5a�d�� �� � .�: %��"ter �' GSI`._= h ti _-.I - k 3 -� k z s• / u+ I QQ`/ • ..e. V tr rvc sTM •as >< '^ ,��,Q�G �I+ '��� --h'�ti '" ��,� i /_" r-_ - U R A H A H I „�.r 13.7t, V ti" rtA •1M •0.8 >< > I �\ / \ //�✓ GOA P�- �._. l F0 `pE Ir �.- �/ s'L�S _ ASE'OCIATES, INC. UC'C;. •as x o_ o,� \ ,,, i 1y��p� ��o - I _-�;a �, a _ �5 Ao \S I �� ► Civil Engineering Water Resources •� 17 V 1!' rV0 STM \fig �9y�g ��� T���� �" / S1h OCA I - yah�G0 / �Ft (�cA / I_-.�- �'-�/ "I,/ n p E Q FI.�E. t- - �- I. `yhoP�C� . �;.. I L_y'�� R / C�,� / /-y I j. ��� 1J R Landscape Architecture \ \ �9 �,I1 . p� y' �� j �• ,/� l �� ---- Environmental Surveying PEennlr�E S/4 Idf TER W/1- %RICE tlf frT"I WAt) ��� ( I .� �} �3 � i' / �'�� -r'f• \ I I I j ��/ ," 15580 SW Jay Street, Suite 200 \ - , �.� � ~-"L I ��-� _ - _ - =.� Beaverton. Oregon 97008 (,HECK ���. , .� ,/ I r�i I - - •21+03.88 -- - _ I I •�RI5ER r 7__ l_ f - / (503)844 8842 tax: (503)944 6731 F.0 M.H. lk� i ! p�( ���y oOG` IAF "�I G A F�D WA .� I g i OFF SITE /�-=� ,v ` \ •--_ . -..-•--.-- \ J _ _ ,9 PSF,�, , 0 ,_,,y''oO ,�%�i 15.0' S W EASEMENT� � - /, ( - � � �\ \ I✓ � .�g� �z r F, k z� � PRIVATE - - , F.c.M.H. / / l f- -�= - - ST ER �• �.� -_ � ka -G,. ORM SEW A• 13+41.3 7, 22.80 R 1 - r� __ - _ - - \� r ,� I._, F`' _�S, o`� -4 r l = -- -� ST I 5 �a � -:J�' i CL. M�3P�pL MAPLE DR. I ;�.�\\ \ „�. ` `� t �; F�� ;. PLAN & PROFLE IE INm340,0 / �i L .` 11 TM +NSM �� - A.-". . 4 • ��' �A• . _r' ; + "+"" 'f_ .• • '� ` -� IE OUT=339!180 + I / ¢ - % MA AtaTM MH SHEET NO. Q /'� / I RRS�Mm 337o.133 KAI 2375 V of 15 IE OUT�383.0 A y . Y „ .,w•.,�1,V10Fq;Y?M�RFt!.�.'�,' ',�..'y{f• ,, r t, ^•gyl�" ,. .r+ .._ -...rw• - ..,,.-..•.F... • .` ,,.. ,.- � -•,"" _:;--".� .- I.111•ll .11.11l�t llf�l�'1 Eir�l1 '.�1�T;� Tllllll Ill�lfir hlr�r�1 �. ' TSI Ilr -r1-r r�r 1j1 Ill IIS r1r�Illiill -III IIS r7r 1�I rTr III ill . _ - .. _ , , _ _ - _ _- ._. � . � 3 1 4 51, >_lo�_ I a.l 1 . ,12No. 381 a1..ra.ruMrtrM. i pq wae 11r, z 611 >1t . • 1111 1111111!111 1111111 lllJ�ll llllli lllJ�l1 !! 1 Ul�lllllll llllllll �l M ll lll lllJ�11111111�1111 11�lJll ll ll �l 11 llll�lll llll�lllllllll , � • �� w, , r. r" ."OL...wwiL.r.WtF.:.tiCLYfi:..lrM+t ,_+N.M. .-_1._rr-._.,.....w1f.l'W n _.._ ... ♦4 ,. .d....... .:yy.:.. .jy«Y 4! Yey. -_ .,.. ...w!:_Yu._..r w ... .. . '- ... _ ... .. - ._.y _ - - - __.. , . _ '-.•i• - _ r. .. ... .-. .... ,. ... .•n _nvWuiM4Wts11-kbrrRc:.v ww✓wWw _ -;.•,... - -. . y ... ..MM' rnlrwa]y^w .;....... ....w.... •,wry.- '.'. ._a'Sb.G:._...r. ., •;a i