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SIT2013 00007 OD AJ?6, KEYED NOTES (D LEGEND THOMAS MOISAN PORTLANO, OREGON 1. SET POINT FOR SITE LAYOUT. No MIN am JIM ME am ME a AREA OF WORK 2. EXIST.DRIVEWAY TO REMAIN, mmmmm MIN No ZONING BOUNDARY OF 10 3, NEW SIDEWALK. ...... PROPERTY LINE 4. NEW FENCE. SETBACK S. NEW LOADING DOCK. 10 FIRE LANE TM G. NEW ACCESSIBLE PARKING, FENCE VACANT 7A. NEW BIKE PARKING, LOT Ilk \O 1 7B. EXIST.BIKE PARKING, BUFFERAREA (NO WORK) NEW TRASH I RECYCLE ENCLOSURE. CONCRETE Ankrom Moisad 9A. NEW SIGN-"ONE WAY-ENTER 2-3 P.M.SCHOOL DAYS", O EX S 1318. NEW SIGN-"ONE WAY-DO NOT ENTER 2-3 P.M.SCHOOL DAYS", 1: ASPHALT \ O� 9C NEW SIGN-"STOP". Sw SWALE 6720 SW�A7ADAM AVENUE,SUITE 100 9D. NEW SIGN-"NO PARKING", . . . PORTLAN , R 97219 9E. NEW SIGN-"ADA PARKING", - - ----- 200 3 ENCROACHMENT AREA # ........................... zz REMOVE EXIST.PARKING 117 SOUTH MAIN STREET,SUITE 400 0 9F. NEW SIGN-"COMPACT" SEATTLE,WA 98104 K) 5 10& EXIST,FIRE HYDRANT, T 206-576-1600 x 108. NEW FIRE HYDRANT. P A C ANKROM MOISAN ARCHITECTS,INC. 6 IARKING COUNT 11. CATCH BASIN FOR SPRINKLER TESTING. ql� 12A NEW SITE LIGHT POLE. 7 EXIST.CHURCH PARKING LOT 50 SPACES 13A. NEW FIRE LANE-PAINT CURB YELLOW PER CITY OF TIGARD&TVFR STANDARDS. EXIST.OFFICE PARKING LOT 29 SPACES 400 8 13& EXIST,FIRE LANE;TO REMAIN. EXIST.SCHOOL PARKING LOT 69 SPACES 0 14& MECH.EQUIP,ON CONC,PAD, EXIST.SW GRANT PARKING LOT 73 SPACES ENLARGED EXIST.SW McKENZIE PARKING LOT 47 SPACES 14B. EXIST.MECH.EQUIP. PLAN SEE 15, RETAINING WALL, EXIST.ON-STREET PARKING + 18 SPACES *mo ,# - 9 \ 1 10 16. FENCE W/SOLID SLATS. TOTAL EXIST PARKING 286 SPACES � TEMPORARY PARKING + 16 SPACES Q 17. ALT.CMU ENCLOSURE, 28 Fr.&48 Fr. 'FIR REMOVE PARKING 70 RELOCATE MODULAR CLASSRM. -15 SPACES IS& TVFR FIRE TRUCK TURNING RADII I ,,, MIN.PARKING DUR€NG CQNST. 287 SPACES xl 2 188. 35DELIVERY TRUCK RADII, 50 SPACES T DEMO.EXIST.CHURCH PARKING LOT L Ao 19A. EXIST.HOSE BIB, Zi MIN.PARKING DURING CONST. 236 SPACES 00— NEW COMMUNITY CENTER PARKING LOT + 35 SPACES 19B. NEW HOSE BIB, 10 413 20. NEW FIRE DEPT,CONNECTION, DEMO OFFICE PARKING LOT 29 SPACES 9 21. MAILBOX NEW LOCATION. 4 9,11 0 21 NEW FENCE&GATE. NEW OFFICE PARKING LOT SPACES 0 #0 REMOVE TEMP.PARKING -16 SPACES 8B 9D • eN 23, GREASE INTERCEPTOR, TOTAL PARKING 245 SPACES 24A. 4"WIDE PAINTED STRIPE PARKING SPACE ........... 7 INC.ACCESSIBLE. 9B 9E 248� 4"WIDE PAINTED STRIPE DRIVE AISLE, -3 .......... P 24C. 4"WIDE PAINTED STRIPE CROSSWALK ° „1$ EXIST.ACCESSIBLE 7 SPACES 3 M TOTAL ACCESSIBLE 11 SPACES 15 10 . ............... 19B A f4 0 NEW 100 SID COMMUNITY GENERAL NOTES CENTER A t THE FACILITY WILL BE CONTINUOUSLY OCCUPIED DURING CONSTRUCTION, t6 EXCEPT FOR SCHOOL BREAKS. COORDINATE CONFLICTS W/OWNER, z SID 0 1514B t7 C1'rl" OF TIGAR'J) Ru Lu 16 .......... 0 0 Conditionally A,,,,ovcd____... 14 18 d \ 14B17 See Letter to� I,(, v,._... .......... 19 EXIST. A i 11 < YOUTH Permit Number, RSERY Addrps ................ idiom= By: mm NEW am= gomnso >1 CT ul�u;,, ;T U L,L momm ON= ME= am= ODULAR 0 'I b e o ni '0 b S i J LASSRM. 19 ———————————— EXIST. 19 z -XI u Lu MIDDLE 19 1 3b ............. 4-j u u VAN ............ 0 LAR OFFICE COPY X SCHOOL .............. V Ic Z M ............. Sv ................ % 19 0 0 < U-1 < E T_ V) u u a- 'P4 LOP 8C EXIST > c EN* ZIE p I 1 9 + P R N LOT <*1 J EXIST. . ........ 47 S • "z...... .... ELEMENTARY E T e : ° ° (NO W SCHOOL + \ ————— - ................... ........... Zz RJEVIION DATE REASON FOR ISSUE 0 4-26-13 ADDENDUM NO.1 13B 2 6-24-13 ADDENDUM N0.2 > 0 .............. FE-1EJ EXIST°; I T GYM: LAR > \__ \ \\ \� / \i NCE \.., \\ C18A PA E C)" 0 10 0 N\ \ �� \� \ \� ...............------------......... xx 2 5A ox 40, < _j 01� u 00 ROTA \ \� y x \Ile MODULA ARCHITECTURE SSRM. z u SITE PLAN Z ENLARGID(@ 0 PLAN SEE 0 u CD 00 N REVISION /Z DATE z 0 ARCHITECTURE SITE PLAN 3-01-2013 (NO W < 0 PROJECT NUMBER SHEET NUMBER z a 211280 E 03-01 -13 PERMIT SET SCALE 1 t[ ' 0" A1 .03 - r . i nI o7 ;- 1. r` 11 Iz. _. , I , '; ' -I - - _ /' i /i ------ 11 f µ_ / . 7 /�// r 1 i � hr, r%' r , r ,, , r , 130 \, I /l' / ,• /r - 1 WQ / /.., , r cD - 'i/q,: " 11 a, a r �J {/° � cam.€ . �/r /1. ; `�` c� 1 % �..., \:.. / l<' . �'_. / )h 441 /mi" - _. - 7 z .\ r'.: , iy _ I/ I �J'/'/' 1. r , r :: n ` f/ > a 1 C f / 0 '/ ('I ) ca Q ;; /' ' c� //. - 3 3 \ \ \ :, �. 3 3 3 3 .\ L_ ,\ r a r ,r - ... _ \\ I / \\ 3 3I "I C7 r14. a \ - � 3 3 _1 I - ", f' /" 1 . If IMF/;//,/ ,. ' } a .,,� i 1.30 m <. Y x i = m _ - / i.-:. .: _ __ ;� .. 1 1 . I -- l4lQ \.. J __ t�I .30�` 16 x.30 s. is v 7 /" - _I• It -s<,.,,, I - a i .3 �. Bey 3- I '- G i \ I . - 111 LLJ � 3 4 i,, . h �� n n [N � /` r C1 G7 ' r:\ 20'' O' 20 40' 3 \\- \ I,i , a _> �- _ - - - 'I,16 I `lll O ' -- - CC] \' - - ' �� -- -. - a� I N FL y ii \ i I 'I •I / li, ' i \ \ �. ,.`. SCA m : __ _ ,,, - _. \ ` - _ -� \ 11 I _. _ . \ ✓ , w x r� i o"" l J / r ✓' i r i Q .. �_ „ __ - _ _ N,.E f ' \ 4 17- >r __ z _ . _. ._ , a c tt? V / _- - _ , �- - cL ra ,r 11 ;,,I'll ,' ;>. = , \, " \ \ i, .;' i r,/,.... „// I X5.33 �'' vi ,. l ,-1 . _ / �-- \\ G r \ } > J w . .1: �... / . 166.:98 c� 1 ' ? „> ., - - , \ r I s� a, IS 3.Q ae / -�', : <_ I , 1:66.23 w .. i ii: r� C_7 ,_ 11 _ DT 7 -` �� 167% .6 i ";� / / _ % a - _ „ ,. \ ,; / 14%_..� ,, It /: / f _. GB E 66.84 -_; 1:1, , ,; °'�'" 167.38 - �``��` '�<,,. '� �riN: k/ �v ill f'� f/ '.... ,yam'a, / , GB _ _ -- _ j 'll 61.30 - _ ._ f/ _111r., 4 - 66yy W <.. ,; ., `, \ - q 16� ,:.. rye. I 11 11 --- -___ / , ..-_ Allrte n \ c) ,„ 7 ;' 4 ��gg \ R,P l: f .._. .. - :;%s„: n r ......:r .. ..� _ , ' ,.. v,. I ,i , / s6 O , . f / f, . ..k, ,. ,i", r �.�} >,.,,. r 2 167:32 g -- T <,,. f, ,,,a G ,, cr F . d,, J/ 69,70 I - 1. �, - : - __ L \ 1 11 \ „ - __ _ .... .._ _ :::. / n i _ \ _. _ I 111,1,,' 9 516 09 167 38 67.07 /,, \. 2 \ - r / _ -- / _ \ ;_ -`� _ !68.66 y� r, C U T , \ \ \ ----- - - s r 1111,, 166.71 167.75 V 1111<,,,. _._., __ -�- :-._-- , _ Y 04 ;, SW cn 167.07 i 165.6 \< 11,T � - - 23,,,< 167.54 1; (� �.;; 167.90 --- t 1C�'' f 1 "- " - 6 __. -- --`" t _ __ 11 L 168.33 T 571 ,.� - �-`�._ �. � ''<�"I ,,, 16'x.86 .'' �' � - �.-!` �--�� _ ., �, 168.7 ,, _ __ 11 /� - �~ -f a 16 96 - 168 0I 1111 V ._). i r %: ✓ is ,:� _ ,T .-- l c _- .vn1 ,ind - _ �o 18,�9 - v ,. = / I67e' ll "I, 1 2 \ , " .; f, 6b t6 _ ' - 167.93 _ \ :i: = - 1 1 Q "` I6 8- 11r / k;66I9 -_ €68°27 168.29 \ 165.93 168I'll .31. _ , , - 6 .�4 1 16 .98 f 10.45 168.87 C , C = Q . _ MX 168.36 1. „ W 7It 116, - - - j: `� 'tt168., 9 --.� EXISTING l ST I NG 0.5' CONTOUR 168.53 „ �, Y a.5 - 0.68,8 1 SW \. i, ;i-� _ 40 ' -� ----�6 \ 168.71- ,; - /� . EX,aT 1 NG 2.5 CONTOUR -_ - �o.o -- ' S _ , , I % 171.20 , 11 I ` _ - !: PROPOSED ait I 1Cd Rc aSE a 5 CONTOUR -- - - 7,, 168,�9 ; __, -- - / m q __ - 169. a: ::4 SW _. SWl- 166.48 1 -� � / v,_- 1 �. F=RC?POSE( 2.5 CONTOUR . r -� 0 I I - '� 1,�0.03 l b9,44 x-16 -y / I 11c 200.90 9.p =- -- €71.78'. 1.7.E w,- 0 16 �/ ISPOT ELEVATION j.. 169. i 6 ;y ` . - _Sw ;;, ... ;i 169.00 '8'. / 166.95 (67.48 XXX �.'; "I I170.9 I 171.90 �1, 16 8 i ---� ,.n �:: --'. '; hI X SLOPE ALONG ELOVm� L 1 N E I, I . 27._. 169.93 _� _. - - omm�� I f0.48 g , ,-, R /Ii I F , '�� � X: g4 :, _',, 67.98 66.95 '; _b.' _ - _ - `` LANDSCAPE DRAINAGE E NAGE €NLT SID 70,58 ,, - - :_ - _- - 72'0 _ m_r '. f 70.47 + _ ;1 III - _ - 1 ,� _.5 - T I ��2.a - cu Q __ v�_ _ Ay f0 cn f '-(� j 4i_ 11:1.. ' 4-0 :•1 `. f:.,,,-:- _. 't ^".'_` - \::. .. JQ 12 i.,:..I _ .. ,,, __ ;,. ; - y'-�._ \ . _11 ' -� .1111 ., '', _ __ ___ ��-�� �._-_t' SLOPE � � (I v' H) MAX - - ,- - SLOPE 00 _ -- „ _ __ _ P \r2 MAX- r hi = - w_r_<t �',_., .._< r �`�, 0 ;I ___ - =�; 168.99 6 f TREES TO RESA I N - ._ 1 , 1.00 �, -_ - S , 11 -- _ - _ - - _ ___ - i m()0uLxR mj Q .. - _ _ _ I • __ B Bl 0 = •15 1 , /_ - - _:__ , I .._ _. I @ " ' FF __. --- . .A -- - , . "I 1 _ _ ,_ __ . >- _- - �fD = I frIll - 1-1 11. 1-1 - i 0 168.29 �" a _- __ q � � SITE CROSS EC'T I ONSr� - -_. - - _ _ _�. _ - .. 168.86 -. I FF (SEE SHEET G 1.05 FOR \ ` F , 1 '� __ . r 7l 0 ,, ll t____j , N I - EW SECT 1 ONS) Cts_ - -- _ - __ _ _ -.._ x_. - c� - SW - - - - - _.., tF.1. _11. ABBREVIATIONS _ . . _ 1 17 96 71.95 - SW-`, - I - , () PO _ .. -- -- ,i - SW 69.84 y r 112' 61 S _, ', !6x.76 - = = �7 : - „ - _ SW W r - 6 t „ «a. - CL CENTERLINE ELEVA I�I ON /' __ 1151_ - S 1 : -__ - 11 O - ... _,-,�_ , -. _ 1_11 - . , - . v �.- :-1 - _- 74.03 \ HP HIGH POINT OF PAVEMENI FLOW LINE \ 04 SW 1t "-. - �, ,� ..__. . 11I'lE :., ,; 1. F LP L01N POINT OF PAVEMENT FLOW LINE � _ - 1 t }' -- ___ - 74.45 �� 0 U -- 1, • i• 'j am' --'` _ m _:_ „ \, .. _ - _ DEWALK c� '' = SVd ( �� 1_ �: SW TOP O S I C T- - , I 0�Ap% GB BRADEFBREAK --- - i i MO 1) t WQ UA110-41 0 ,. t� :!5 , - !NATER c L1TY FACILITY , " , \ SF'm A �D 0 `;;i � 1. 11' w% , TE TRASH ENCLOSURE , - - LAS ',' - j'r= , '' ,'' _ _ v, D - - EVAT€ON - N_� _4 rf / _ CU CONDENSER Ufa I T EL = -' Q0< ::4 ;z _ , /f / 11 11 r � , ' //'/ MX MATCH EXISTING ` I 'll 11 H U �" . � . _ it - f u -_ it L... a' .� s ! 11 . AD AREA DRAI1 4 -" - % 0t 1 . 1. i;4 1 I _. S-v _ -" r1 L s DT DITCH BOTTOM y '_ 1-1 IN r .. EX ` 1,4 1 L as a,'? / y F -- - ' t ''_ (ALL SPOT ELEVATIONS ARE TOP O PAVEMENT NI ,)( f A A I , m '. ,; , .L Ii/ .. I$t UNLE S NOTE W 1 .H V€ T O, ., x� ` _ /r�' �i� -,t ,�� til `--� ,� ,.l - , 11. ii - �,llll - Ii I MADD q 11 , -L� I _-' KEYNOTES 1 ._ ti, 'L :� 4 lt-... - . I ' L it ..,-.�,,,.- , is -.�:'j 2 "If W - ;, .�.y. I. :,:.--'-=' -.. ;, }I, '':1 it Illi \� ij , ._� --- _ -. Y , j _ -.mo-_._. l.� , ;,,.-.., m""- - H S} ,:2 1 _ ' ' : ''!fes - 4 }, i//f/ k _ - _�' -r H �i : . - - t- - % ��(' S G. X I MUM SLOPE OF _ I N ANY �� /� ., _t �, -- _ - --" - _. D i RECT I ON. ADA PARKIN MA . t, �: S ; /.: 1.�. t r,. Incorporated A I I'. t �� l- FLUSH C RB AT DA PARK i NG, rry Rd.- -t 11 _ __ _ _ r m. -- t 2 A x 0. „- 11 ', F _ : 3 3-FOOT WIDE BERM. Lake Oswego, ORs9703 5217 ,1 r \; Phc�no: (563 635-3616 __ �: �. ��n DR i vEWAY. CUNSTRUGT S,DtWALK FAX: 503 635-5395 r_-___ ;- . . ._ �� 1, 1 4 PER CITY OF ARD DETAIL REMOVE EXIS INC 4 - ! 120. Internet: olak.coz i; _ _ I _ 'Z ' - I 1IN _. v _ I ,%I.. __ I ___ _ ;>Ym - , __/ ' ,; . , A _ _ MATCH EX€ST€NG PARK 1 NG LOT GRADING. 1657f C16576C1O1 - _ . - I I L - - - 11, I ;' P-ARNK ""I"I t, I I I I ' - _ _ -_ . „ 1. ' 11 Pr ct No Drawl No. 5 - I _ I / ' 11 "ICE - 1 x..,r 4' �_ o ie Drawingµ - _ . I .4 i' - f y 1�: I „ - - . - SC ALL GST} -1 ''', 0 I NIII F IS-T ' I. , .I. , I - ' v/ u a 6 QST CO R L APE W (4 X I - , - � Cl . 01 w .Y T. , I 11 _ - \ ADE CONVEYANCE DITCH BOTTOM WIDTH P R PLAN , co ,11 llI I %!" -1 EX -P-P�'Q F's - n h„ __ ,. Sheet- - E I , ( � eet No _ - : - _ -.,F->--r. r� : 1111 L2.'�"' Copyright.�NII IB 0...... ''_ -y, ,:' ��_"' I �l 1 C) `_ ,, - / � t f713 _ ;...,. ,.r,,, ,. :. ,,r --- _ _-11.11.__ _ -1111, I- 1111_--- 1, .1 .�11- ._ �.' _a.� � " ro---- '., . _. ..�._�.w.w..�._. ... - _1 ".__.."-----,'-- ,� .�..N-- � ,� __ _, �y_ r r �, / l 1, ;. .s ' i '� - � ' / // /' �", , r �� �' z �� a____.. ,�' PRQPQED �. % /r //� �~` !� � EX STING r _ r� -� STORM DRA I N - ----- - - 1111_ , A, , , / / 17 _ ._ SO I '� /- rr ANN�LE v r `� �� r STORM DRA N D0 - - �� �, r/_ / -1i� �' // a - 2C 4 // ;%, % � �' !� --; ,,� STORM DRAIN CLEANOUT / j % _ ./ p i c �� / 10 r F " i ,-11 ;,/'' % / / / -) a # )l _> -) -) _> * ,, , STDRt GATGP SAS I N - /' CD m ~� / �- '�, V / / r �� -) a �� gra w W v r I' r � ,� / � � � GAS L!NE _ - --- -- - - a Cl �, ,r �ti ��. Cs T __�2__�!_ -_ �It � � ,. � � - � � � � Di E LINE - �. 'r � - _. - - - -1111 - - / � `� � � r,� �`�SD I �� TELEPHON � -� ;' 4` �0 00 S " ll C`H ,I,NL T cry rsa / _/ R D!T / /, ,/i Q� '`- ,� ' x e ,0+36,62 DOMEST!C WATER LINE _ - - ---- �' SpT UCT a / / % $ A $ b 3 3 �� `� 4 1' SD -� A 20 CI 20 40 �q g 1¢y g�q a -a -) ) -) -) c gR! ! 6 y �p r l,F / Std'-+�d 2"3`5k2.L34✓ ix' 9 E I N� i LSA " SW) 1-1 1+. .�; � '` , x �/ INSTALL CLEANOUT _> ) q ) FIRE WAT LINE co uo IIIIIIIIIIIIIIIIIIIIIIIIIII�` /r / ' M� `� A UT� 156.6 X18 /r ,' - /./ R! =1 (.3 4 �ll � __ a_ _ 8E - � E) SCALE IN FEET /, r /; / - IE 159.30 - � FDC AND FDG L!NE ____� FDC C �;/ i r -- �"" w "� n " ` i l // SD l X24,90 �'~� _�____� v ' L___ _Loa ' / / /'r, ' 3A TALL CLEANOUT '�� ` `. � WATER VALVE' ' r '' 62 3 LF 4� SD RI �~ 16f 3 2 '_ ' / ,/ % %1/1 1- \ ~ UNDERGROUND POWER LINE / 00430 r - !E-159 S=0 m / /� , ,, ------ � OVERHEAD POWER L i NE ----- - -- -- 1 � / - G OV / r /f ____ _ '� / _> r/ _ 2 / _ ,i `�a r -, STREET L I GF T -- �-<. eta 0 r r /1 ,_ �;;" / �", OUTFALL - c r 0 ' 11,11---���" 11 1, 7 FIRE HYDRANT '% /'"' „/ I I!6 030 0.00 , 11, ff ' G ETER ' ���r- �' / / OUTFALL - -1111 ATER1�il �� �� ' SD-2 0 40,00 �� �, X` ---- � '�. ./ I E 16 i 36 �� 17 ", / ". ,'/ /' � '\ DETECT(RUAS E DLY 0 f DCDA �, .� �'� ' ,rSD-�-2 STA I�39,Q ? DOUBLE CHECK DCVA T �� � y �� " '! � . ""'� _ , �. !NSTALL YE ONNECT a \ � ` \ ' VALVE ASSEMBLY �� � TO 1 I P j�� `�, SAN I TAR SE' E i - �, SS _ 1, 11 !E !NE 62,O !2 SW) ,- ��� ,, ! . �; 1 E 162. 7 ( SE) �a -- " 1-1100- SANITARY SEWER MANHOLE -3E OUT EX< 162,030 I NE _ - T-- - - _ ��` � `�� , - - L_ - T __ _ -is__rt '. /f A I ,/ ( } ( 30.05 LF SD11 I ' %� S 0 0204 - SANITARY SEWER CLEANOUT s I INSTALL ! T 5A w 1. ✓ �r� ' �� SD® ! 0+69.66 �� a � SMH EX! SD�-2 STA: ! (,I6 -= RlM=166.4 1 r� i-- ` i � '.: ' " r 1 1 .r r- t - -- -- � !NSTALL CLEANOUT z "I 1 / 1\ I '_T RIM= !66.65 � � I E=! 5>6 I �� r . 4 se - v 1111_ - __ - R I M=166.9 ' qg� g� gyt SD 2 STA 1+39.06 � - �' !E !N F@ !62e4bQ !2 J ' .)� ( ) �� ,5 do 11.25' �� �- - -- ��' ��� !E=162,07 _ 117 (NSTALL 22 RENDS � �'�> I E OUT X/ o, � .�-�- ti, '� Y % �E . !62.24 (12 NE) �' �- - -7 1� �� 96104 SOD 1 E�-162 77 _ --_ � , , 1. ll1 r 1 - 1111 /I I P r / Y �r _ e � � L - SS�A STA 110.9 �� 54.3 3 LF 1 SD 1 `r� S 0 0040 2 ! l,25 RENDS ' , 42 LF S �� �__ �t_ INSTALL 2 / SDN E* !E !6010 r 0 0200 -m�` - F 'S y, i I r >, ,� - =�' F 0 B 11 '� - ! STA ! 23a rI 11 ,,. _ _ S0500 SS' �3N ,, 0IV _ D �,e -' � .1� AL UEN `SD- t i, COMM iNS L i }} lz S 0.0200 c /, , / - -� ! !62.29 ' „ . -_ L / k 1 s14 T t4 l it � ��� SS-A 0- 95.00 11 PEN1111 '„ j r 3v X( T 1 �_' ? _ i( i_ EANOUT INSTALL CL A2I Iy ter - n _ - R 1 = 163.`J --- - 1 / � %� gl ,� 12.6 _ ) W-A i 7fa. 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STA F4 ,95 = : lll I D 3 � QO Q - - i �:. i ti p...._-- -- �J ---- - _ - -- - '- ' i' j F !NSTALL (2) 45 BENDS __ 11 - �_ < �_ �- w ON EX!STiNG P!PE ,l , 1 KEY CONSTRUCTION NOTESCONSTRUCT RAIN GARDEN UNDER DRAIN _ st �_ ;; !E (E .)-�1 - � ' � '�, INSTALL 3" WATER ET AND DOUBLE CHECK VALVE 10 CONSTRUCT RAIN GARDEN. 0 „a:: � = „� � 0 �a " 0 1�_ i� 1 ASSEMBLY. SEE DETAIL SHEET 01.04. SEE DETAILS SHEET 01.05, CONSTRUCT 61 LF 6 FIRE SPRINKLER SERVICE W CO U ZD 0 , , � L �ti t ` ',}````, 1 � 3 1 a TO BUILDING, CONNECT TO BUILDING WATER , � --- j - y - `� _ v� INSTALL 6 DOUBLE CHECK DETECTOR ASS£ BLY. PRESERVE AND PROTECT EXISTING STORM LINE. SERVICE. SEE MEP PLANS F LOCATIONS. r- 0 1 _ �, -IT 1 � = SEE DETA!L SHEET C 1.04. ti e� 1, I m F , 11 l - _. - 1'ti � ,`` '', �� F, 1 ADJUST EXISTING CATCH BASIN RIM TO GRADE. CONNECT TO BUILDING SEWER, SEE MEP PLANS _ - _ = REMOVE EXISTING STORM LINE, REPLACE EXISTING GRATE WITH LID, FOR SEWER L4)CATlON. _�� - _-- 2 ---, - - _ - 1. ZD I - 1111 1111 - � �� -I-, t , �" � � �, `' ��,, DEMO AND RELOCATE UNDERGROUND POWER LINES, 13 ADJUST EXISTING MANHOLE TO GRADE. A1 PRESERVE AND PROTECT EXISTING AREA DRAIN. Of :$ ' r o " � � CONTRACTOR TO COORDINATE WITF1 UTILITY PROVIDER ADJUST TO FINISH GRADE OF PARKING LOT �' - _ _ 1111 j ` --- - _ -- 14� NEW AREA DRAIN FOR SPRINKLER TESTING. ' - `_ -- w_r I r� ' ',` SCAP AREA DRAIN SEE DETAIL DEMO AND RLC3CATE EXIST(N43 GAS LINE, O S 1 NSTALL LAND N. Incorporated _ - , � CONTRACTOR TO COORDINATE ITH UTILITY PROVIDER SHEET CI O5 - ;, - , 1111 r �1', ER 17355 S Baons F - -- -- � , ___ 15 CONSTRUCT RAIN GARDEN UNDER RA YY �----- �"__ -- T � '. 6 DEMO EX!ST(N ATER SERV!CE TO CHURCH, SEE DETAIL SHEET C 1.05. 3 CONSTRUCT CONVEYANCE CHANNEL. SEE SHEET I Oswego, OR 97035-5 17 - ti __ I _- ;` C1. I FOR GRADES, Phone. 503) 635-3(18 1, ,,�t qo /I " I I I � 11 - I - _- _- CONNECT TO EX1STiNG SEWER CLEANOUT. R AC XIS G I -INC STO DRAIN. FAX: 503) 635-5 5 11 Internet: olak.c �, � ,` �, , - INSTALL FIRE HYDRANT ASSE BLY. 17 REMOVE EXISTING DITCH INLET. oa '__' , l 1, OF ICE F)lt�PNI -,I I' PLACE 3 LAYER OF 2 -3 ROUNDED R!VER ROCK I ' ll21IST f SEE DETA 1 L SNE 1.04, 4 16576 C16576C1 2 IM T THE L1MlT SHOWN. !D , � 1B CONSTRUCT 62 LF 3 DOMESTIC WATER SERVICE TO O E S O EXTEND UP THE S E , I B ''i-�zy. SF)AC � 1 4 Y �__- O INSTALL F!RE DEPARTMENT CONNECT!ON. BUILD(N . CONNECT TO BUILDING WATER SERVICE. SLOPE TO AN ELEVAT!ON " ABOVE PIPE. Project N�. Drawing 1, - CONSTRUCT 115 LF 4g' PVC SERVICE TO BUILDING. SEE MEP PLANS FOR LOCATI S, FINISHED GRADE SHALL BE BELOW PIPE INVERT, f""'1 . 02 -_ _ - SEE MEP PLANS FOR BUILDING CONNECTION LOCATION. _,_ __ , , -, -- SEE ETA I L SPIFFY C I, 4. - x �� � _ _ --- � 1111 ------ - 11 t __ ,- ' - t��Copyright 0013 GENERAL NOTES STREET GENERAL UTILITY NOTES, CONT. PRIVATE STORM DRAIN NOTES I I T L 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT AND APPLICABLE REGULATIONS, I. COMPLIANCE WITH THE DENSITY SPECIFICATIONS FOR DENSE GRADED FIMAC SHALL BE ALL FOR TRENCHES BUILDINGRENCHES PARALLEL TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE I. STORM DRA I N PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE: OOTING, SPECIFICATIONS, CODES, AND REQUIREMENTS OF CITY OF TIGARD, CLEAN WATER SERVICES R&O REQUIRED FOR ALL LIFTS 1 X2` THICK OR GREATER. THE COMPACTION REQUIREMENT FOR ANY - IF COVER IS GREATER THAN 36" STATE T 07-20 (CWS), THE OREGON STATE PLUMBING SPECIALTY CODE (UPC), AND THE OREGON SLEVEL OF MIX AND ANY LIFT SHALL BE 92% OF RICE DENSITY ACCORDING 70 AASHTO T-209, 2, ALL PIPE AND FITTINGS WITHIN TWO FEET OF A BUILDING SHALL BE OF A TYPE THAT IS CORRUGATED, SMOOTH-LINED, HIGH-DENSITY POLYETHYLENE PIPE STRUCTURAL SPECIALTY CODE (UBC), THE SMOOTHNESS SPECIFICATION WILL BE STRICTLY LY ENFORCED. ALLOWED FOR USE WITHIN THE BUILDING. (CPP). PIPE SHALL BE MANUFACTURED TO AASHTO M-294 OR PVC Q) PIPE CONFORMINO TO ASTM D-3034 (SDR 35). 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN 2. ALL AGGREGATE BASE MATERIAL SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR, 31 CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET ACCORDING TO ASTM D- 1557. OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH IF COVER IS LESS THAN -46" APPLICABLE AGENCY REQUIREMENTS AND AS NECESSARY TO PROVIDE A COMPLETED PROJECT. BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT CLASS V REINFORCED CONCRETE PIPE (RCP) CONFORMING TO 'E 3, ALL TREATED AND UNTREATED SUBGRADE MATERIALS SHALL BE COMPACTED TO 95% OF THE SWEEP. ASTM C-73, OR CLASS 50 DUCTILE IRON PIPE. 3., THE CONTRACTOR SHALL. OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO MODIFIED PROCTOR, IN CONFORMANCE WITH ASTM D- 1557, OR AS APPROVED BY GEOTECHNICAL Q) COMMENCING WORK ON THIS PRO&D-1, ENGINEER. 4. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT 2, STORM DRAIN LINES SHALL BE TESTED ACCORDING TO THE REQUIREMENTS OF THE CITY ca AT ITS UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100' IN TOTAL OF TIGARD. TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETE T 4, THE CONTRACTOR SHALL KEEP A COPY OF ALL REQUIRED PERMITS AND AN APPROVED SET OF GROING DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100', OR FRACTION (INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK) AND THE LINES HAVE BEEN _ T PLANS WITH ALL APPROVED REVISIONS ON THE PROJECT SITE AT ALL TIMES. L THOROUGHLY CLEANED. m THEREOF, IN LENGTH OF SUCH PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED C I. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, FOR EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. HE EX 1 S-1-ING AND APPROX 1 MATE LOCATION OF KNOWN UNDERGROUND LIT I L I T I ES OR UNLESS OTHERWISE SHOWN ON THE GRADING PLANS, APPROVED MANHOLES MAY BE INSTALLED IN LIEU OF CLEANOUTS WHEN FIRST APPROVED 3. ALL BRANCHES AND 90° CHANGES IN DIRECTION IN THE STORM DRAIN SYSTEM SHALL. BE I- T STRUCTURES SHOWN ON THESE DRAWINGS WERE DETERMINED BY A SEARCH OF AVAILABLE BY THE ADMINISTRATIVE AUTHORITY. THE MAXIMUM DISTANCE ALLOWED BETWEEN MADE WITH A WYE BRANCH-TYPE FITTING AND/OR LONG RADIUS 900 ELBOW. PUBLIC RECORDS AND AS-BUNTS. THE LOCA IONS AND DEPTHS OF THESE UTILITIES ARE FROM 2. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE EL.FVAT I ONS AND/OR FINISH MANHOLES IS 300'. THESE RECORDS AND ARE SHOWN FOR THE CONVEN I ENCS OF THE CONTRACTOR, NO CONTOUR LINES SHOWN, UNLESS OTHERWISE NOTED. 4, ALL STORM DRAIN LATERALS SHALL EXTEND TO W I TH I N TWO FEET FROM THE BU I LD I N'01 C5 '0� M RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER OR THE ENGINEER FOR ACCURACY OR �71 FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN APPROVED TYPE. z EACH CLEANOUT � 11 UNLESS OTHERWISE NOTED ON THE PLANS, LATERALS SHALL BE 6" DIAMETER WITH A COMPLETENESS OF THESE LOCATIONS, 3. ALL PROPOSED ELEVATIONS SHOWN SHALL- BE CONSIDERED TO BE FINISH SURFACE PLUGS SHALL HAVE RAISED SQUARE HEADS OR APPROVED COUNTERSUNK RECTANGULAR MINIMUM SLOPE OF 2,0%, ELEVATIONS UNLESS OTHERWISE NOTED, ALL SURFACES SHALL BE GRADED SMOOTH AND FREE SLOTS, COUNTERSUNK CLEANOUT PLUGS SHALL BE INSTALLED WHERE RAISED HEADS MAY T DRAIN LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE 6, THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON HIS SITE CAUSE A HAZARD.ARD. WHEN A HUBLESS BLIND PLUG IS USED FOR A REQUIRED CLEANOUT, THE 5, E OF IRREGULARITIES JES THAT MIGHT ACCUMULATE SURFACE WATER. THE ENDS OF STORM L I AND IN ADJACENT STREETS. ANY DAMAGE i To EXISTING UT I I I T I ES, WHETHER SHOWN OR NOT ON COMPLETF COUPL I NG AND PLUG SHAI L BE ACCESS I BLE FOR REMOVAL OR REPLACEMENT, PIECE 2`0" MARKER EXTENDING A MINIMUM 12" ABOVE THE GROUND WITH THE END L C"4 THIS DRAWING, SHALL- BE REPAz;RED // REPLACED AT THE CONTRACTOR'S EXPENSE AND TO THE 4, DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE, PAINTED WHITE. MARK TOTAL LENGTH OF 2"x4" AT EXPOSED END AND ATTACH -THE UTILITY OWNER. EXISTING SURFACE FEATURES AND FENCING DAMAGED MAGNETIC TAPE ALONGSIDE THE 2N4" MARKER. THE MANHOLES SHALL BE THE SAME. 4�1 SATISFACTION OF 5� THE TOE' OF P I PE ELEVATIONS ONS AT THE INLETS TO ��lm/ 6�0 BY CONTRACTOR SHALL BE REPLACED IN KIND -TO THE SATISFACTION OF THE OWNER. 5. CONTRACTOR TO REMOVE ALL UNSU I TABLE MATERIAL, DEBRIS, AND ORGANIC MATERIAL z 0 a C\J WITHIN GRADING AND FILO. LIMITS PRIOR TO FILL PLACEMENT. NEW FILL MATERIAL SHALL 7, INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE 6. THE LOCATION AND/OR STATIONING AND THE VERTICAL DISTANCE FROM THE GROUND TO 4, 0 7. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY BE BENCHED INTO EXISTING GROUND IN ACCORDANCE WITH RECOMMENDATIONS I N THE COMPRESSION iOIN'T NO CLOSER THAN 12' AND NO FARTHER THAN 36" FORM THE MANHOLE. THE INVERT ELEVAT I ON OF ALL STORM DRAIN LATERALS AND STUBS SHALL BE RECORDED uJ WORK, GEOTECHNICAL REPORT. NO FLEXIBLE COMPRESSION JOINT SHALL BE -EMBEDDED IN THE MANHOLE BASE. MANHOLES BY THE CONTRACTOR AND PROVIDED TO THE ENGINEER. Cl- SHALL. HAVE A SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH x L TY IT W AIIENIL 6. THE REMOVAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION WITH 7. N: OREGON OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY TIIE OREGON UTILITY THE THE APPROPRIATE SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. CATCH BASINS SHALL HAVE AN INSIDE DIMENSION OF NOT LESS THAN 24" AND EXTEND NOTIFICATION CENTER. THOSE RULES ARE SET FORTH ON OAR 952-001-0010 THROUGH OAR GEOTECHNICAL ENGINEER, UNSUITABLE MATERIAL SHALL BE DISPOSED OF AS DETERMINED BY OPEN-CRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE, NOT LESS THAN 24" BELOW THE WATER LINE. THE CATCH BASIN SHALL BE PROVIDED A 952-001-0090, YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING THE GEOTECHNICAL ENGINEER. IF SUCH MATERIAL IS REMOVED FROM THE SITE IT SHALL BE TOP TURNED OUT FLANGE OF NOT LESS -THAN TWO INCHES AND THE OUTER EDGE RAISED 503-232- 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE REMOVED AT THE CONTRACTOR'S SOLE EXPENSE, 8, ANY EX'STING UTILITIES THAT WILL BE LOCATED UNDER AND WITHIN TWO FEET OF THE TO THE HEIGHT OF THE TOP EDGE OF THE GRATE, ALL CATCH BASINS SHALL BE "OR TM CENTER. PROPOSED BUILDING SHALL BE REPLACED WITH PIPE MATERIALS THAT ARE ALLOWED FOR TRAPPED BY USING AN INVERTED QUARTER BEND OR WELDED BAFFLE, TRAPS SO V 7, THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE MATERIAL. FOR ALL FILLS. ALL FILLS USE WITHIN THE BUILDING. TESTS AND INSPECTIONS ARE REQUIRED PRIOR TO COVERING. CONSTRUCTED SHALL PROVIDE NO LESS THAN A SIX INCH WATER SEAL, WHEN OTHER 8. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH UNDERGROUND IN FINISH PAVED AREAS ARE TO BE PLACED IN B" LIFTS. THE CONTRACTOR SHALL COMPACTTHAN A TURNED DOWN QUARTER BEND IS PROVIDED, A CLEANOUT SHALL BE REQUIRED, FACILITIES IN THE PROJECT AREA 24 HOURS BEFORE COMMENCING CONSTRUCTION IN THEIR EACH LIFT TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY DETERMINED BY 9, PRIOR TO BUILDING DEMO'Ll'TION: EVERY ABANDONED BUILDING SEWER, OR PART T 11....... VICINITY, STANDARD PROCTOR (ASTM D-698) OR EQUIVALENT. SUBGRADE SHALL BE COMPACTED TO A THEREOF, SHALL BE PLUGGED OR CAPPED IN AN APPROVED MANNER WITHIN TWO FEET OF Iz ar LINE ONE FOOT BEYOND EDGE OF PAVING, CURBS, S !DEWALKS AND SIDEWALK EXTENSIONS. ENSIONS. THE PROPERTY LINE, INSPECTION IS REQUIRED. nkrom Mois 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED 6720 SW WMM AM M 100 AND OVERHEAD UTILITIES. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR & ANY FILL PLACED IN BUILDING PAD AREAS SHAI' BE COMPACTED, THE FILL- SHALL BE 10. AB A N DO N L' ST D IORM AND SANITARY SEWERS SHALL BE REMOVED IN THEIR ENTIRETY OR 8. UNLESS SUBSOIL. DRAIN LINES ARE COVERED WITH AN APPROVED FILTER FABRIC, THE PORTM, OR 97219 WRITTEN AGREEMENT IN 1 TH THE [_IT 1 J_ I TY PROVIDER. CERTIFIED TO MEET THE STRUCTURAL FILL REQU I REMENTS OF THE UNIFORM BUILDING CODE FULLY GROUTED, INSPECTION IS REQUIRED. GROUNDWATER SHALL BE DRAINED INTO AN ACCESSIBLE TRAPPED SUMP OR CATCH BASIN T 503-245-7100 10, T T AND THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, COMPACTION REPORTS SHALL BE BEFORE DRAINING BY GRAVITY TO A'STORM SEWER SYSTEM, THE INSTALLATION OF NEW OR RELOCATION OF EXISTING ELECTRICAL, TELEPHONE, GAS, t- MADE AVAILABLE TO THE ENGINEER, 1 1. THE DEQ IS OPPOSED TO ANY OIL, GREASE, GASOLINE, ETC. DRAINED INTO ANY SANITARY 1179W. M 400 AND CABLE SERVICE SHALL OF. COORDINAILC) BY THE CONTRACTOR WITH THE APPROPRIATE ST ALL THE STORM DRAINS. TWO SEWER OR STORM SEWER, DEQ WANTS ALL 011 , GASOLINE, GREASE, ETC, TO BE TREATED 9. A LICENSED PLUMBING CONTRACTOR !IS REQUIRED TO IN SFATTLF, WA 98104 UTILITY COMPANY. 9. ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN 1 (2) AS ANY OTHER HAZARDOUS WASTE WITH ON-SITE CONTAINMENT AND REMOVAL BY T 206-b76-1 OW HORIZONTAL TO ONE (1) VERTICAL UNLESS OTHERWISE SHOWN ON THE PLANS OR SPECIFIED IN LICENSED HA7ARDOUS WASTE DISPOSAL PROFESSIONALS. THE DEQ MAY ISSUE CITATIONS 10. ALL NON-METAL STORM DRAIN TRUNK MAINS AND BUILDING STORM DRAIN SERVICE 1 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR I NS I'ALI AT 1 ON OF UT I L I TY TRENCHES, THE GEOTECHN I CAL REPORT. FOR INTRODUCING OIL, GAS, ETC. INTO A DRAINAGE SYSTEM THAT CONNECTS TO THE LATERALS SHALL HAVE CONTINUOUS GREEN 18 GAUGE ELECTRICALLY CONDUCTIVE, INSOLATED OMK" M01ISSAN ARMM= M TI CONDUIT, VAULTS, PADS, PEDESTALS, AND UTIL� v TRENCH BACKFILL IN ACCORDANCE WITH T C I SANITARY SEWER OR THE STORM SEWER, THE FACT THAT AN OIL WATER SEPARATOR IS COPPER, LOCATING WIRE 'TIED TO STORM DRAIN TRUNK MAIN LINE AND L-LEIANOUT PL' G STANDARD SPECIFICATIONS AND PLANS OF SERVICING UTILITIES (ELECTRICAL, TELEPHONE, 10. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE INSTALLED INLINE WOULD NOT MAKE A DIFFERENCE. IT IS RECOMMENDED THAT THE UG. I W GAS, AND CABLE), CONTRACTOR SHALL ADVISE THE GEOTE("'HN 1 CAL ENGINEER AND THE CIVIL ENG I NEER OF THE DRAINS TO THE OIL,/WATER SEPARATOR NOT BE INSTALLED. CONDITION FOUND AND COORDINATE CONSTRUCTION ACTIVITIES IN A MANNER THAT WILL z Il ALL EXISTING SITE COND i T 1 ONS AND ELE-VAT I ONS SHOWN ON THESE DRAWINGS ARE FROM A ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY12� THE UT I L I T Y TAPS TO SERVE TH I S PROJECT IN I LL BE INSPECTED UNDER THE ASSOCIATED 0 TOPOGRAPHIC SURVEY BY WESTLAKE- CON SUAUS�UST 20, 2007, THE CONTRACTOR SHALL DISPOSE OF THE WATER ENCOUNTERED. PUBLIC IMPROVEMENT WORK. 04 CONDITIONS AND cLEVATIONS. CONTRACTOR SHALL VISIT THE SITE AND VERIFY AL� EXI�TNG II WATER NOTES CONFIRM BENCHMARK LOCATION AND ELEVATION WITH SURVEYOR, I1. THE CONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED 3 WYE BRANCH FITTINGS REQUIRED FOR ALL PRIVATE SANITARY AND STORM LATERALS. I LICENSED PLUMBERS WORKING FOR A LICENSED PLUMBING CONTRACTOR SHALL INSTALL ALL 'TO MEET CITY OF TIGARD REQUIREMENTS, AT THE DEVELOPER'S EXPENSE. TESTS SHALL BF- 13. PROPERTY AND RIGHT-OF-WAY LINES ShOWN ARE F-OR REFERENCE ONLY. THESE PLANS AREPERFORMED BY A QUALIFIED TESTING AGENCY AND WRITTEN RESULTS SHALL BE PROVIDED -10 14. THE EXCAVATION CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION CENTER ON-SITE DOMESTIC WATER SERVICE PER ORS 693,025. NOT MEANT TO SERVE BOUNDARY SURVEY PURPOSES. THE APPROPRIATE AGENCY, SHOULD COMPACTION REQUIREMENTS NOT BE MET, CONTRACTOR AT 503-232- 1987 AT LEAST 48 HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE SHALL RECOMPACT THE FILL. AND PAY ALL ADDITIONAL TESTING COSTS RELATED TO THE BEGINNING EXCAVATION. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE 2. ALIL PUBLIC WATER LINE PIPE WITHIN PUBLIC RIGHT-OF-WAY SHALL BE CLASS 52, 14. ANY ALTERATION OR VARIANCE FROM 'THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS RECOMPACT I ON. OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR CEMENT MORTAR LINED DUCTILE IRON PIPE CONFORMING TO ASTM 536, ANSI A 21,51 NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL BE APPROVED By THE ENGINEER AND (AWWA C151), AND ANSI A 21-11 (AWWA Ci 10 WITH TYTON JOINTS. FITTINGS SHALL BE � A 1 1 952-001-0010 THROUGH OAR 952-001-0090, YOU MAY OBTAIN COPIES OF THE RULES BY APPLICABLE REGULATORY AGENCY REPRESENTATIVE, 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, CALLING THE ADMINISTRATIVE CENTER. CLASS 250 CONFORMING TO ANSI A 21-4 (AWWA C- 104) AND ANSI A 21- 10 (AWWA I C- I 10). MANHOLES, VAULTS, ETC., THAT ARE AFFECTED FFECTED BY CONSTRUCTION AND/OR IFILL TO F INISH 0 15, ANY CONSTRUCTION OBSERVATION BY CITY OF TIGARD, OR THE ENGINEER, SHALL NOT, IN GRADE. STORM DRAIN INLET STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE 15, BACKFILI. SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% 1N PAVED OR m ANY WAY, REL I EVE THE CON TIRACTOR FROM ANY OBL I GAT I ON TO PERFORM THE WORK I N STIR I CT STRUCTURE WITHOUT PONDING. 3, ALL PR I VATE ON-S!TE F I RE WATER L I NES SHALL BE PVC, AWWA C900, CLASS 150, W 11+1 STRUCTURAL F 1 LL AREAS. M I N I MUM, COMPACT ON I N UNPAVED, NON TUBAL I LL WIT H PLAIN END FOR DUCTILE IRON FITTINGS, OR COMPLIANCE WITH THE APPLICABLE CODES AND REGULATORY AGENCY REQUIREMENTS. AREAS IS k%, COMPACTION IS TO BE PER ASTM D-698 UNLESS OTHERWISE NOTED IN BELL END �ND ELAST6MERIC GASKET, 13, RETAINING WALL CONSTRUCTION SHALL CONFORM TO DETAILS INCLUDED WITHIN H1 E FECHN TH GEO N !CAL REPORT. CLASS 52, CEMENT MORTAR LINED DUCTILE IRON PIPE CONFORMING TO ASTM 536, ANSI A Ii i 16. APPROVED EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH GEOTECHNICAL REPORT, THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR 21.51 (AWWA C 15 1), AND ANSI A 21- I I (AWWA C I 1 1) WITH i T YTON JOINTS. FITTINGS REGULATORY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, RETAINING WALL CONSTRUCTION. SHALL BE CLASS 250 CONFORMING TO ANSI'' A 21-4 (AWWA C- 104) AND ANSI A 21- 10 EQUIPMENT, AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. (AWWA C- I 10). ALL FIRE WATERLINES SHALL COMPLY WITH NFPA 24. ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR AT ONCE. 14, ORGAN I C MATER I AL (TREES, BRUSH, ROOTS, STUMPS, E SHALL BE REMOVED FROM THE SITE. STRIPPING SHALL GENERALLY BE 2 lo 5 INCHES, BUT MAY BE DEEPER I N WOODED 4. ALL PRIVATE ON-SITE DOMESTIC WATER LINES SHALL BE PVC, ASTM D- 1785, SCHEDULE 40. ri 17. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. AREAS. UNSUITABLE EXCESS STRIPPINGS SHALL BE DISPOSED OF BY THE CONTRACTOR. 5. ALL DOMESTIC WATER 'LINE PIPE SHALL HAVE A MINIMUM OF 36" OF COVER TO FINISH 18. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD (TEMPORARY) GRADE UNLESS OTHERWISE NOTED ON THE PLANS. PRIVATE SANITARY SEWER NOTES � OR HOT MIX, AT THE CLOSE OF EACH WORK DAY, TRENCHES SHALL NOT BE LEFT OPEN 6 OVERNIGHT. 6. ALL TEES, BENDS AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH POURED IN LL 'ARY SEWER PIPE SHALL BE PVC PIPE CONFORMINGPLACE CONCRETE THRUST BLOCKS OR APPROVED RESTRAINED JOINT SYSTEM (MEGALUG OR 1-1 A" SAN � W:T TO ASTM D-3034 'SDR 35) BENCHMARK (FROM WESTLAKE SURVEY) i NSTALLEED' I N ACCORDANCE H ASTM D-232 1, UNLESS O�HERW 1 SE NOTED, CITY APPROVED EQUAL) 1 3 1 19. DEMOL I T I ON WORK SHALL I NCLUDE REMOVAL OF ALL STUMPS AND VEGETAT I ON DEBRIS. OIN ACCORDANCE WITH THE OF TIGARD CARD STANDARDS. THRUST CONFORMANCE WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BLOCKS ARE NOT 10 BE POURED AGAINST ADJACENT UTILITIES. T 2, MINIMUM COVER ON SANITARY SEWER LINES IS 36" FROM THE TOP OF THE PIPE TO E-4 BE THE RESPONSIBILITY OF THE CONTRACTOR. DATUM: FOUND 4" BRASS DISC SET IN CONCRETE F PORCH OF ST. ANTHONY SCI-100;-, LOCATED AT 1 N 1 SH GRADE, BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% 1 N WITH CITY THE SOUTHWESTERLY CORNER OF THE I NTERSECT 1 ON OF HIGHWAY 99W 'SW PAC I F 1 C HWY) AND 7. ALL PUBLIC WATER L 1 NES SHALL. BE INSTALLED IN ACCORDANCE IH I OF TIGARD z I, PAVED OR STRUCTURAL F 1� L AREAS, MINIMUM COMPACT I ON I N UNPAVED, 0 0 20. 1 T SHALL BE THE RESPONS 1 B 1,L I TY OF THE CONTRACTOR TO LOCATE AND COORDINATE I NATE THE SW JOHNSON ST.; 44 FEET WEST OF WEST CURB OF HWY 99W, 1 15 FEET SOUTH OF CENTERL I NE STANDARDS AND BE THOROUGHLY FLUSHED AND CHLORINATED AND POTABLE WATER TESTS 0. REMOVAL AND/OR ABANDONMENT OF EXISTING UT 1 L 1 T 1 ES OR PROPER F I LL I NO OF THE OF SW JOHNSON ST. NON-STRUCTURAL FILL AREAS IS 90%. COMPACTION IS TO BE PER ASTM D- 1557 UNLESS SHALL BE APPROVED BY CITY OF TIGARD PRIOR 1-0 ANY METERED SERVICE HOOK-UP. OTHERWISE NOTED IN GEOTECHNICAL REPORT, T I L I T I ES (SEPT I I', TANKS, L I,NES, E i IF I HEY ARE TO REVIA I N, IT SHALL ALSO BE THE U ELEVAT i ON 169,50 1 (NGVD 29) RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER & NO VALVES IN THE PUBLIC RIGHT-OF--WAY SHALL BE OPENED OR CLOSED WITHOUT LLJ 3� BOTH SANITARY SEWER AND WATER 'LINES SHALL BE TESTED TO INSURE SYSTEM 0 503-681-7018 1T 0 APPROVE THE FILLING OF ANY SEPTIC TANKS AND REMOVAL OF ANY INTEGRITY, BOTH SHALL BE TESTED AFTER CONSTRUCTION IS COMPLETED (INCLUDING APPROVAL FROM THE CITY OF TIGARD. cr� 1 1 - t� 0 EXISTING WATER WELLS. SERVICE LTHE LINES HAVE ATERALS, BACKFILLING, AND COMPACTION OF BASF ROCK) AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER SEPARATION Z A 21, ALL TRAFFIC CONTROL SHALL BE PERFORMEDBEEN THOROUGHLY CLEANED, IN ACCORDANCE WITH -THE LATEST EDITION OF BETWEEN SANITARY SEWER LINES AND WATER LINES AS REQUIRED BY THE DEPARTMENT OF I THE SANITARY SEWER SYSTEM SHALL ENVIRONMENTAL QUALITY AND STATE DEPARTMENT OF HEALTH. _J THE MANUAL OF UNIFORM TRAF_F��C' 'CONTROL DEVES (MUTCD� AS MODIFIED BY THE OREGON 4. ALL BRANCHES AND 90" CHANGES IN DIRECTION IN < SUPPLEMENTS. THE CONTRACTOR SHALL SUP'Pl_'� ENT: NEER WITH A TRAFFIC CONTROL PLAN, T ON, -TING AND/OR LONG RADIUS 90- ELBOW. I E BE MADE WITH A WYE BRANCH-TYPE FIT 10, FIRE HYDRANT ASSEMBLIES ARE TO BE IN ACCORDANCE WITH GOVERNING JURISDICTION, LAJ 22. THE CONTRACTOR SHALL, PROVIDE MAGNETIC TAPE OVER ALL NONMETALLIC UNDERGROUND OR APPROVED EQUAL, CONFORMING TO AWWA STANDARD C502, LATEST REVISION, RL PRIVATE STORM DRAINS, WATFINES, AND SAN! 1ARY SEWERS, 'OR AS SPECIFIED BY LOCAL 5, ALL SEWER SERVICE LATERALS SHALL EXTEND TO WITHIN TWO FEET FROM THE BUILDING. UJ 7— AGENCY). UNLESS OTHERWISE NOTED ON PLANS, LATERALS SHALL BE 6" DIAMETER WITH A MINIMUM 11. PUBLIC AND PRIVATE WATER LINES SHALL BE PRESSURE TESTED AND DISINFECTED PER GRADE OF 2O%� U) CITY OF TIGARD STANDARDS PRIOR TO FINAL ACCEPTANCE. STRUC-, WITH 21 A PRF-CONSTRUCTION FilON CONFERENCE f IH CONTRACTOR, ENGINEER, OWNER, AND GOVERNING C14 JURISDICTION IS REQUIRED PRIOR -,TO STARTING THIS PROJECT, 6� MAINTAIN MINIMUM 10 FOOT HORIZONTAL CLEAR DISTANCE BETWEEN WATER AND 12, HYDROSTATIC TEST(S) AND FLUSHING OF UNDERGROUND FIRE LINE TO BE WITNESSED BY 0 CWS INSPECTION REQUEST # 503-68i-4444. SANITARY SEWER LINES EXCEPT AT 'CROSSINGS. VERTICAL SEPARATION SHALL BE A TUAL I r I N VALLEY FIRE AND RESCUE. CALL 503-68 1-6274 AT LEAST 48 FIRS IN ADVANCE 9? M i N IMIUM OF 18 1 NCHES CLEAR DISTANCE WHERE WATER LINES CROSS OVER SANITARY SEWER LINES. TO SCHEDULE TESTS. INSPECTIONS CONDUCTED ON T UES/WED/THURS ONLY, 24, ALL SURVEY MONUMENTS ON THE SUBJECT SITE, OR THAT MAY BE SUBJECT TO DISTURBANCE fro WITHIN THE CONSTRUCTION AREA, OR THE CONSTRUCTION OF ANY OFF-SITE IMPROVEMENTS 13. ALL NON-CONDUCTIVE NEW FIRE/DOMESTIC WATER MAINS AND BUILDING SERVICE TI,F LOCA I ON ANSTATIONING -TO ME4 7. AND/OR AND THE VERTICAL CAL D 1 STANCE FROM THE GROUND LATERALS SHALL HAVE CONTINUOUS TRACER WIRE, NO. 18 AWG (MINIMUM) SOLID COPPER Y_ SHALL BE ADEQUATELY REFERENCED AND PROTECTED PRIOR TO COMMENCEMENT OF ANY THE INVERT ELEVATION OF ALI- SEWER SERVICE LATERALS SHALL BE RECORDED BY THE _J CONSTRUCTION ACTIVITY, IF THE SURVEY MONUMENTS ARE DISTURBED, MOVED, RELOCATED, OR WITH BLUE COLORED INSULATION, OR AN APPROVED EQUAL. CONTRACTOR SHALL PLACE DESTROYED AS A RESULT OF ANY CONSTRUCTION, THE PROJECT SHALL, AT iT,S COST, RETAIN CONTRACTOR AND TO ENGINEER.NEER. W Incorporated � I TRACER WIRE ADJACENT TO OR ABOVE FIRE/DOMESTIC WATER LINE AND SERVICES DURING THE SERVICES OF A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON _f`O TRENCH BACKFILLING AND INSPECTION, 17355 SW Boones Perry Rd. 1 1 8, T H E_ ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A bake Oswego, OR 97035-5217 RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND 'FILE THE NECESSARY SURVEYS AS WITH THE END A COPY OF ANY RECORDED SURVEY SHALL BE SUBMITTED TO ONE P 1:ECE 2"x4'I MARKER EXTEND I No A M I N'I MUM 36" ABOVE THE GROUND L_ Phone: (503) 635-3618 REQUIRED BY OREGON STATE LAW, PAINTED ED GREEN, MARK TOTAL LENGTH OF 2"x4" AT EXPOSED END. ATTACH MAGNETIC FAX: (503) 635-5395 1 1 STAFF. TAPE ALONGS I DE HE 2N4" MARKER. Internet: w-ww.otak.com 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A COPY OF THE LATEST GE I07 ECH REPORT, 9. ALL NON-MET ALL I C SAN 1 TARY SEWER TRUNK MA I NS AND BUILDING SANITARY SEWER 16576 C16576C103 SERV I C"E LATERALS SHALL HAVE CONT 1 NUOUS GREEN 18 GAUGE ELECTR I CALLY CONDUCT I VE, \.1 Project No. Drawing No. I NSOLATED COPPER, LOCAT I NG W 1 RE TIED TO SANITARY SEWER TRUNK MAIN LINE AND To CLEANOUT PLUG, CIO Sheet No. Copyright 2013 C) I LIST CITY WATER DEPT STANDARDS PLUMBING CODE CITY WATER lDF_.F`T STANDARDS 'I_UM—MING COD' __------ Q THRUST BOK CIAPPCJResolved THRUST BWOCK CITY APPROVE) A1e57 xao1 FLANGE CCUPLNG EVCE BACKLOW DEVIC ERACKLLCWD LANGE w :'OUPUNG � ( rn a ADAPTOR 390 HE IAIN'E_R C;I_AN , � �- 390 DITCH INS CURD JOINT ; i� �i i «. � cr _°-TAINE2 �.,�LAND 4GC} DITCH 114E MEN. SEE NOTE S ROW k IV �; � �; ! ADAPTOR w -- _ _ i � — --- - — — - -- Q C 16576X950 2% ( I a ' ° z o 12" MIN r _-- 12" Vt N � .* °2. I ce LOW :r c --_.w.-m.-- RC�A€� m �' �'Z � 0 cn ca n �--Images-- a r E� c�a a _ t�J as �k 8 r. _ MEGA FLG 01.04 I _I I c� Pv?r_CA ( v a s 1 E G OR EQUA_ # RE DE ARTIENT �, Q.� nom , n $ ?x,, fc� cK n i ! i ' � c}l' f r < OFZ EQU.A� {'� c M ! CONNECTION { n w x C a v L a Detail 12Q / ; o a CONTRACTOR TO SEAT_ ALL MIN. � 4- 01.05 2" OF 3/4--0- BASEROG a " o chi �''• �:� I �0 6 6" OPTIONAL AT TH S o ® n , � I� � �'sa W e� o r, MI , I.00,ATION as GC�MF'AC SUBGR ` " ° `� " " �! �� m d © r DE 2fif` MIN OPENINGS IN VAULT WITH CS,-,A APPRG4=D LADCER 2A" Iv!1Pv ! CID Detail 521 " `I r u7 s c� �;c1 § � a �� OSHA APPRO'�EC1 l� R a 1 ' °' F F NON SHRINK GROUT PRIOR WITH ALL)VINUV LADDER �T �' Detail 523 ( Ia 't e �� I ? WI tg.- Iv1:NUA, G R L EXTENSION _ . ...._ - - — =�_ � TO BACKFI LING - a•u5 iv a d p _ ... 7 c rc a >t z `w v U .ILIT� Y UTIL TY s u� a , L' r - - = C R ' I EXTENSION -_ r VAUL QNTRACTuR TO SEAL ALS O 00 0 Detasl 5.301 i � c� - rc � � � r= o ag. � o �' � �J'i � �Q� VA'.;[_ I ! Detail 532 SIDEWALKADJACENT T {" '� �a N" D y c5 s qua Detail 533 a �L �� OPENINGS IN VAULT WITH "� NON SHRINK GROUT PRIOR Detail 542 ;ofuj TO BACK l_LING 5' MIN. ROW � ra1� a a cc n � i� �� �aLl �c�n ° - 3" MIN. 5 MAk � �a rc 3� 14�IN. �J' MAX. 4J " DRAIN TC} CURB OR DRAIN TO CURB OR 2% � GROUND LINE DAYLIGHT GROUND L;NE - - � .,:� --- DAYI iGHT W U C _ - ° 4 ROAM � ` n z 3" RAIN CLEARANCE V ---- 3" MIN C�LARANCI- LL , 1 ON OPENED ON OPENED 2' OF 3/4--1 BASEROCK �� � _ _ _ OS&Y VALVE - - - G a�cY VALVE COMPACTED GRADE __ _. _ r IMEGA FLG OR EQUAL MEGA LC (�R EQUAL 0 z N.2 � € - RETA!NFR G1 AND -INLINE CHECK VALVE ,' _INLINE CHECK VALVE � � � SIDEWALK AWAY FROM CURB z NOTES: I CONTRACTOR TO INSTALL RODENT CONTRACTOR TO INSTALL _____ —___ RODENT I CCONCRETE BALLAST 3 CU. YD. SCREEN CONCRETE BALLAST 3 CU. YD. - 8 MIN. WHERE FLOODING OR STANDON MIN. WHERE FLOODING OR STANDON � -- 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, SACK MIX, SLUMP RANGE PIPE STAND ___ : __ T'4P> --STAIeIO HIGH GROUNDWATER EXIST HIGH GROUNDWATER EXIST----- TYP, OF 1 1�2� TO 3', TYP. ( ) GRAIN rn G ��z�,.< ( ) � DRAIN TO DAYLIGHT OR ,,�.��y. u GAYL.�H OR i I ,�--�*L_ _. .. INSTALL SUMP PUMP �k ._� ---- - - ----° INSTAL, SUMP PUMP 2. PANELS TO BE FEET LONG. 1 �, 1 CONTACT CITY FOR CONTACT CITY FOR T11 ELV TIui EE� TI ? — ,a 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, s - PUMP SPECIFICATIONS PLPtCIFILATG4S l € UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET, T DOUBLE CHECK VALVE ASSEMBLY 12" MIN 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE12� MIN 24" MAX CURB, THE JOINT BETWEEN THEM SMALL BE A TROWELED JOINT WITH A MIN. 1X`2- RADIUS. �" ;� � UTILITY VAULT I BILCO DOOR 24-" MAX L � �Q _ - - *_ ASSEMBLY GC?R TC) I3�7T'C;M > FIRE DOUBLE CHECK VALVE slzr �uAl o� $�tauAl FL"OOR TO BOTTOM 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF INCHES IF MOUNTABLE � � v) ° � � ssa �A J-5At OR DEVICE UTILITY VAULT OR cCdUAt f H(LGU t�c)o� OF DEVICE OM SIN MWAOAM AeW WE w x c7 SIZEom WE OR *EQUAL CURB IS USED OR IF SIDEWALK IS INTENDED ASP TIC}N OF DRIVEWAY. �� �o F o� � � 577-WA � J-5Al WITH F.D.C.ractTlaauT o .; FORM OR 1 OTHER SE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES, �a �� -� I 1 �� 6 676-WA J-5AL + 676-WA 577 WA �-5AL T 2 71 d? 00 8 E3�37-�� X-3AL 6 687-WA 67&--PYA J-5AL Fi. DRAIN BLUCKC7UTS IN RBS SHALL BE EXTENDED TO BACK SIDEWALK 4MITIi 3' DIAMETER I Ta 5tos-�A ,-3AL 8 5106-JA 1 687--WA �Q-3AL SCHEDULE 40 D (ABS PVC) PIPE .AT 2 SLOPE. CONTRACTION JOINT TO BE PLACED -_ .....___.....__........_---_-.-- OYER PIPE. locy s C1 TY E14GINEER APPROVED EQUAL 10 TY ENGINEER APPROVED ` E'Q _,>�-IAL 117 CIT ��GINEER ARPRa�ED = LAE 00 WM 911W ME 4M 1 04 �{$ SCALE C?Ta T>•GA�D APPROAZ BY: Y7?6Y: 1 NO scA� crry arTTc.,ns Na SCALE CrsY O�TTcARrz u scA� U � AGUSTIN P. VUENAS. P.E. UREGUa AGUSTIN P, OVENAS, P.E. C) AGUSTIN PDOUBLE CHECK . t)UENAS. P.E. G P T AQUSTIIN P. DCONCRETE AT. DOUBLE CHECK DETECTOR Q—, Uac+MER DK. NO. AI.CY3' 11-txcumfl Zvi. N0, CA�Y°I`ALCONI a €3dC#IM1EER DAG. I 0i 0Tv O RTA '% %PQYRTA DIVISM D !d .____...._....—....... @.W-RALE OLVD. METER i.m&W.FAR.l.BLVD. VALVE ASSEMBLY A.W. �t.S'D. VALVE e471 JULY 2009 a Sa JULY 200 532 >:" w JULY 2009 IL533 WilliFAX W-72117 i(F 111101114m 120 Pi ePRRDVAt WAR ( ) } T 7 APRRDYAL aA E PAS( paQaova aA 28°° °° CAST IRO (16) 1/2"0 HOLES EVENLY OR GELDED GRATE SPACED AT BASE COURSE EXXXI (I" MIN. ABOVE INVERT ELEV. HINGED TRAP OF OUTLET PIPE.) Ica 3" OF ASPHALTIC CONCRETE PAVEMENT (TWO L I FTS)° I-12" M I N. T I CK COMPACTED GLASS "C°° EAR I N COURSE OVER o o o 1-1/2°° M I N. T I C COMPACTED CLASS "B" BASE COURSE. �e P ° m " Hrt- ice) �}(0 9 � ht e !E � �� ®T 1 SIDEWALK I 2'° OF 3/ "�O CRUSHED AGGREGATE BASE �— I t° 1 s 10 GA. STEEL ALL WELDED - F I N I S GRADE 3t° I °° (LEVEL 1 G COURSE) CONSTRUCTION® ASPHALTrn BREADre 0 p LANCE �" CAST IRON 1 t� a o 0 a Q C� 6`° OF 3/4"-®0 CRUSHED AGGREGATE BASE �-il EMULSION COATED INSIDE f S DEWALK I ,° 18'° I 3j, h�iPv. VALYL BOX TO? Q Q Q O Q Q 0 cis 1=I AND OUT. (24 SQUARE OR MIN j 6" MAX. ;' STANDARD CAST IRON 4°t Ca o C1 Q C1 o c 1 11 ROUND.) FRAME COVER ° INVERT k Il! r eQ; s 12 COMPACTED SUBGRADE --TF— I O SLOPE AND I.E. VAR I ES — aTiM � 0 TAR PAPER (MOIST) SEVER AND DRAIN NOTE: SEE GEOTECHN 1 CAL REPORT FOR COMPACT ION REQUIREMENTS. SEE PLANS r 6"' DUC.T:I.E. RON PIPL. � PIPE CLEANOUT NOTE: Rt STAIN ALL ,IC11PI / ADAPTER °� °° FIELD LOK. OR EQUAL GASKETS - a`T °t I } MIN. 2 O COVER ON ALL PIPE I N DRIVE AREAS. --- ----- PAVEMENT SECTION 4 2) LYNCH TYPE CATCH BAS I N OR EQUAL 6 MIN. Ln 6" MLGALUC RETANLI , PROVIDE 3/4"-0 FOR A P-PVMTSECTION GLAND (FBAA IRON) - --" MINIMUM OF " TRAPPED CATCH BASIN z CONCRETE PIER " GATE vAL✓L AROUND CLEANOUT N.T.S. BLOCK FIG. . LANDSCAPE AREA PAVED AREA SQ-CB{ / M.J• � 6,. FL O. SEE SIDEWALK WITH PLANTER 210' �Da, Q� as ear a� cs� 04 0� a® ae o® o' n® D U fT O D O D J a 0 D t o I T I I \� / o � �� � ° 1��°�4®�'q � ° FDC SERVICE (LOCKING NC} COMPANY SEE PLANS FOR PIPE , - 11 I- — 1 I= BRAND FETAL SECURIII` GAP) 1`1ft� SID WALK i I , 31, MIN. SIZE AND SLOPE. ` � 1 I BREAK FLANGE - '- ' III T 2 1/2 SINGLE SHOOT A ---P-- ;..� F„_____e_._,___ _.. _ � 0" MAX. ti �, :. -- 11 FDC w/ CAP CHAIN5E z Aa._ 1 2 1/2" GALVANIZED � PROPOSED PAVEMENT AREA 1. HYL}RANTS TO BE MODERN DUELLER CEN '' RION, A- 442,(OR APP'D EQUAL) 6" M 5 1 /4„ SEE TYPICAL PAVING SECTION PIPE MVO 3 PORT - TWO 2 '� /2" PENTAGON OPERATION NLIT, OPEN LEFT WITH THE FOLLOWING: _ c PVC TO STEEL Ljj UJ A. L>li_ RESE RVGIR a REDUCER CD B. BRONZE ACTUAT`CN NLT IE GIVEN, O PLANS I '°-O'° GRANULAR BACKFILL C. BRONZE SEAT RING 3/4°°�O CRUSHED ROCK SEE SPEC I F I CAT I ONS FOR 0 G. WEATHER SHIELD CAP O PACT I ON REQU I REMENTS) " PVC C-® 0 r SAI•E TY SLEEVE COUPLING LL ' r. amxffmmm TFIREADED NOZZ.-I-S WITH "0" RINGS � - G. NA IIONAI.. STANDARr IHR:-ADS N � o4Qp�,C>� � ora � a � '- 2. SAFETY CHAINS TO E3E REMOVED. 2 1. CLEANOUT DIA ETER O EQUAL CONNECTING PIPE DIA ETER. _ o`'�'"0 ° '"Q�c�°4 3. HYDRANTS TO BE PAINTED USING R- 13'7 SAFETY YELLOW OR AN; ALTERNATE APPROVED 2, CLEANOUT MATERIAL TO BE SAME MATERIAL AS MAIN LINE. a 4j p�c�°�o�aP�p�o �4 ora Q o V c��,Q, °k °° B < DISTRICT FIRE MARS-I,AL-L- �7�, �yy �,��,��p� l ®-0 GRANULAR BACKFILL . ALL CONCRETE SHALL HAVE 3000 PSI STRENGTH AFTER 26 DAYS, v(Jra 7�q��p o C> �'OMPACTIION EE SPECIFICATIONS FOR 4, HYDRANT O BE INSTALLED ,RUE_ AND �LU�MH. �� � °��p��� oto REQUIREMENTS) 5. N O OBSTRuC;LIONS WITHIN 3' 0" RADIOS OF HYDRAN L � q 6. !F SUBJECT TO 4'EI ICLE [)A�tA EC7, ?ROTEOTITiE PGS Tf? BE PROVIDED. a oo Dill �81GC>2�C?I'c���'C� 7. VALVE BOX TO BE 'N ACCORDANCE WITH STANDARD DRA4yiNG NO 503 OR AS APPROVED p°��Q0 oo�QQo 1/2`� BALL DRIP 3Y ENGINEER_ c>4 ° CJo 17355 SW I1o�anes Ferry R B. I HRUS� BLOCKS SIVA:_T_ NOT BE PLACED Al �?YDRAN LCCA' CNS, fltlpc� �°���oc� SEE UT I L I TY PLAN FOR P I PE Ike Oswego, OR 97035-52 P= - "�t?pQ�� o °o �7p c 4�a Phone: (503 635-36 0. INS:ALL A STCRZ rPHA5O-4.,NH RMA'NENT H .DRANT ADAPTER (CR EQUIVALa NT� (Jo G�4Q t7pCa e C �Q�CI SIZE AND TAPE (MAIN PIPE) SAX: (503 635-53 ON THE 4 1/2" PORT. at7 cap fl�7p o Internet; .otak.co APPRI BY, NO SCALE TYPICAL FDC DETAIL 16576 C16576C1 C9"k"Y OA TIGARL� CAP%[�s cJ�@SC�C)N AGUSTINP'P ow ldAS. P.E. q DM+ NO, (FIRE DEPARTMENT CONNECTION ASSEMBLY) U'0]17A•1"OND t CLEANOUTIUTILITY TRENCH BEDDING & BACKFILL Project No. Drawing N VW SIN.KALI,Ill ,0ANGON 97W JULY 2009 ASSEMBLY 542 N.T.S. 1 .04 N.T.S. 1 .04 N.T.S. c I SD-CLEANOUT I U-TRENC I co C1 . 04 ------- __ Sheet No. Copyright 2013 XREF LIST Se:: 1 B 3+00 - - CURB Resolved 0A16576XO01 � 390 DITCH IIL . DRAWING NQ 400 160 - --FOR MAW AM GRATE -� 1130 400 DITCH INL FR AtNDAGRATE � � --- - -- I-- FIN I � 1----- C16576X001r i3O' umuk - - 0 Cr C16576X950L_ __J ___ _ C 1.04L ow 1/rz a e ft=0 RAT am 2.4' D TCH _ 40 4ap V) 4' 0 C1.05 04 160 - ---- - - — -- 16(} ca a�xaI x1� I Detail 1201 1 --- --` GROUND Detail 523 --- -- PXPET. 12 TO Detail 521 150 ( - ---�EI 150 ID Detail 530 E3 ---- _ Detail 532 PLAN 1 �_ E i _�_ ___ _ _. __..._ —- I 140 i a Detail 5.33 Detail 542FLOW INVERT FOM MAX 3W GRACE -150 -140 -130 -120 -110 -100 -9 - -70 -60 -30 -20 -10 0 10 20 30 40 5 a� .. —I ea r I.° MAXIMUM 20' CROSS SECT I ON A A (SEE C 1 .9 11 m w no paim m Ir 10° 10' 0' 10' 20' a m 1 30 Em___-..__-_.____�_.- I�8'!��-=I1_-11I-=-!_1II1II°=�-_�I1IIII----I1►II-==,--IIi!I-��EIIIIII-=--,}IIII`_;=mo11I11i-=1II11--=1I1i1S="=11€I-----kII'-®(1'Ii===_I1II1I=.==I!1II1 •1I1iIr6�_-�1)I1I_'®III1__-1II6==?--1k1I1 II111I-I II11{,===�-1C1,I�III�k1I(-=-_1CIIII 1IIIIII-_-II1III1M115I,I--I�Iii I_—�1'•—I�_1I�:1I.�.:�I�_`.�`-,�_;_.-I=.{-I-���I-°_`'-_.._e-� __I°_I_-`-��-_-I-'1'�_�,`-_��_�__o_._. _�_'.-._.�:�:1..,1:�,1.=1'�1`�1�.1�.1.�1`.='_. . I_°I�'_-�____._:I'_.6_dI__,I,�_---..I-,-1-1-=--_-=f�=f,_1-,�-1-1---�!��,l,1=�I�I 1�1 j�1.-I��I_,,�=- � . - -_ _II II III _ !Ii I � - II ' �- 1 f z LID 0. C14 01 as0 +0 d a4 P"_ ® : 1/4" 3P CURS S BLDG ar 7 6® (17 ) 200 LW-i 31 Ile SECTION A—A SECTION B—B I go 190 NS 6" TM 1. REQUIREMENTS — 7 Z IFSTRUCTUREMINIMUM 314" — P MAALL 180 — - 180 & PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 OWE 60 OR WELDED 1 12: x 31AVr FINISH WIRE MEETING ASTM A497 __,L --GRDW- T orr 7' AlGARDEN 4 IS PHAVE A 28 AY S � 176 -- 170 SLUMP Of r TO e. PLAN 100 PRE-CAST5. NG .D. T CADESIGN/WITH DI 6 ® 160INLET TOP ARE AN ACCEPTABLE ALTERNATE ALL GRATE MATERIALS SHALL MEET C.W.S. mm. 16 STANDARDS AS SHOWN ON DETAJL #400 FRAME AND GRATE SHALL BE NEW STRUC"AL ASTM A-30 FIAT SM STEEL OR APPROV0 EQUAL T 503-245-710D DITCH INLET 1 117 WA WM 51W, SM W DITCH INLET SUM U 004 140- ,DRAWING DRA NG SG® 390 REVISED 05-07 DRAWING NO. 0 REVISED 12— 130 _ I 30 5- 50 -120 -110 -100 -90 -70 -6 -50 -30 - 0 -10 1 50 z CURB EOP 190120' CROSS SECTION B-B (SEE CL.01) 0'IC' 10' 20' FINISH NDIE-J. 3: 170 170 A WATER QUALITY MIXTURE FURNISH MEDIUMPOST MEETING THE REQUIREMENTSOF DOT SECTION 03020. FURNISH SOILMEETING THE 2 160 a FOLLOWING GRADATION REQUIREMENTS: CTT ND - FURNISH ND MATERIAL MEETING THE FOLLOWING GRADATION LIMITS PERCENT PASSING ER I EG Y SHO T 7 AND SHTO T 1EXISTINGSi E SIZE Y EIGHT) NO. 100 PERCENT PASSING cn S1 SIZE (BY EIGHT)' - NO. 100 10 25I 140 O 10 95 - 160 NO. 266 - 1 NO. 6 - 100 �II SAMPLE SOIL ACCORDING TO SHTO T . DETERMINE SI E ANALYSIS O. 60 26 - 40 O® 260 c -150 -1 -130 -120 -110 -100 � 0 � -70 -66 �5 - 0 - -10 0 1 20 ACCORDING TO SHTO T 2 AND HC 11. 0 CROSS SECTION C-C (SEE CLOIJ BLEND THE MEDIUM SOIL SO THEiURE: IOa 10' 09 10° 20' IS COMPOSED OF EE 30 PERCENT AN 35 PERCENT EDIU er COMPOST MATERIAL AN EN 6 PERCENT AND PERCENT SOIL ATuJ 12" U RE L E NES NOT HAVE CLUMPS GREATER THAN 3 INCHES IN ANY DIRECTION, FRAME D GRATE " RISER IF REQUIRED Z to 7' I . D OTTfi . WIDTHIES SLOPET® D SLOPE TO N CIO) 0 2 BACKFILL WITH COMPACTED SOIL ' 12 FREEBOARD 12" SQUARE TFBASIN ELEV. 162. 5 A R DRAIN PIPEENDED SOIL PER-/ Ti-; -_ — ELEV. 161.30 LANDSCAPE PLANS ECT PIECES O CRUSHED STONE ART ORA# = uJ (SPACED A0 ) TO/X ICK Is `2 PvPERAACTE�� � SPECIFICATIONS , (SEEE __i° ' � ELEV I 1_1 I 1=1 I i=_1 , 1 1 1=a :: ' :6 2 ELEV. 159.30:( NO 2) rC or orated UNCO TED 27355 6�� es e1USE I G 6 P U NATIVE SOIL _ ! _- " PVC 2. CONNECT D TOBUILDING D 0 OR LINE Oswego, 7 -5217 4' D CONNECTION S SCHEDULE 3034 . OUTLET PIPE SIZE D SLOPES DE 6" MINIMUM, 2 IN. Phone: 5a3 635-3616 SCHEDULELOWER I ELEVATION SLOPE. 3 635-5395 RW 3034 E F o 2.5' S D (TYP.) 16576 C16576C1Q^ �ii 3 ^ Project No. Drawing No. N.T.S.BAIN GARDEN RAIN GARDEN UNDERDRAIN 2 LANDSCAPE AREA DRAIN 3 1 C1 . 05 �T� C 1 .05 S€}-AREARRA I N-12 Sheet No. Cop bt QO13