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Plans CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT ce LEGEND ®®IIIMEMENIMENIIIIEM EXISTING BOUNDARY LINE o FEB 4 2013 = EXISTING BUILDING LANE W ��(�� X EXISTING FENCE 169 - EXISTING 1' CONTOUR W ' � ON - - - - -170 - - - - - - EXISTING 5' CONTOUR o 169 - PROPOSED 1' CONTOUR W 170 - PROPOSED 5' CONTOUR X SD - EXISTING STORM LINE =�": == _= - EXISTING CATCH BASIN 0 11141( So EXISTING STORM MANHOLE a co - PROPOSED LIMITS OF DISTURBED IMPERVIOUS AREA - PROPOSED STORM LINE 4 4 . ri® - PROPOSED STORMFILTER CATCH BASIN W \ , - PROPOSED SANITARY SEWER LINE 3 -\\ - opnfDrc in rAninov 1 IKIF o cV - W b U ` Z • s. \ STORM CONSTRUCTION NOTES Cr »\ � u' g § 0k `�J REPLACE EXISTING CATCH BASIN WITH STORMFILTER CATCH BASIN. SEE STORM o cu G _ �y� _ DRAINAGE STRUCTURE DATA BELOW AND STORMFILTER DETAIL ON SHEET C4.3. _ Cr `�' --�\ ;�`o� -�-' \ d 4 °: 4 2 INSTALL STORMFILTER CATCH BASIN. SEE STORM DRAINAGE STRUCTURE DATA BELOW 00 c 1:3) a M �® .� oI , �Or Sp , Sp,-' -- so Fo Sp FO _ __s�_ 4 AND STORMFILTER DETAIL ON SHEET C4.3. m w �o FO FO ____ - -F. _ 0 ..c � 2 - FO --- °� 2' 3 INSTALL 8" PVC STORM LINE AT S=1.0% MINIMUM AND CONNECT INTO PROPOSED 10" i Z .q" ' N F �a--- ��' PVC STORM LINE. } , : ,. o co �/ - - - - -°_;`___ 0 L ITS DIS B IMP IOUS AREA 4 ' T `�° ° 'iii • IMBED E` A W ® c� N z SW CASCADE AVE LL Fi Z v ; I___________'_'_ � ';;; �., (1) INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET C4.3. CONNECT 6" LATERAL 0 ?" w `u. . .® ° - o INTO NEAREST STORM DRAIN LINE. CONTRACTOR TO NOTIFY ENGINEER OF CONNECTION Z F-- o ,� - LOCATION AND DEPTH PRIOR TO INSTALLATION. ‘CO ; . . , �` O INSTALL 4" STORM LINE FROM BUILDING TO PROPOSED CATCH BASIN AT 2.0% MIN. STUB m 201 STORM LINE 5' FROM THE BUILDING, AND 2.8 BELOW FINISH FLOOR ELEVATION. STORM °/I '% _ - - ° _ LINE SHOWN IS ILLUSTRATIVE, CONTRACTOR TO NOTIFY ENGINEER OF PROPOSED LAYOUT w • 2_. - -- _ - ��_ _ _ 201 • ;�o , moo® 200- - ` "� PRIOR TO CONSTRUCTION. o . \- s \ ` a i 7 ,,' Co_o_ ss`(, `N..,, - s'-,„ 0 INSTALL STORM CLEANOUT. SEE STORM DRAINAGE STRUCTURE DATA BELOW AND STORM ul . ,'' ,°) / ,9 X99 \\ `,,,,', CLEANOUT DETAIL ON SHEET C4.3. \ 0 \\ Fe /1/ \ 4\ 8 INSTALL 4" PVC STORM LINE FOR CANOPY/ROOF DRAIN CONNECTION. INVERT AT BUILDING �,�0)PROFS A 4 I ., / -*-7------) .-' , �� ,, � -1179 6)1111*'''' '`(\'\\ ' � ; ,`,`, 194 55' INSTALL STORM LINE AT 2 0� MINIMUM NOTIFY ENGINEER IMMEDIATELY IF N �� C. �NEFq O�t a, ,', , DISCREPANCIES OCCUR. ° 6 . �E f 9J _ 198 --_ _ ----------- .:011903111--:-../-'_-- �ee� \ � ',', ,1-0_ _ _ _ _ _\ %� j X197 F 1►' � SDCB-A �� O INSTALL 4 PVC STORM LINE FOR CANOPY/ROOF DRAIN CONNECTION. INVERT AT BUILDING Z \\ �96, s - - - - ___:`_, SDAD-A1 © �, " ` �` ° 1":\ ��'`,;`, 194.60'. INSTALL STORM LINE AT 2.0% MINIMUM. NOTIFY ENGINEER IMMEDIATELY IF z OREGON / 7 ;, ,_ - _ ,`.� O . � �`, . �`;; DISCREPANCIES OCCUR. GAY 09,2 ° . 10 INSTALL 160 LF OF 10" PVC STORM LINE AT S=0.50%. CONNECT PROPOSED STORM LINE ° N S' RuS '�� ` -\ ® ,r.. � , - 1g6� � �� '�� `�� , SD CO Al�., ; �\ `` , ,�,,,,,, M N E 1t �� . \ ,`, = a , ►, �► 1, -� `� ■ INTO EXISTING STORM LINE AT INVERT - 193.10. POTHOLE AT PROPOSED CONNECTION POINT , - 0 �• ,-S '' d \'`'` AND CONTACT ENGINEER IMMEDIATELY IF ANY DISCREPANCIES OCCUR. EXPIRES:12/31/14 N - \., ', �\ ti � , ° `',, 11 CONNECT NEW STORMFILTER CATCH BASIN LINE INTO EXISTING STORM LINE. CONTRACTOR TO W :>,-,:-s, rn 0 : / yi�� w >� r ', \ o U y ;�►�f>I► ►� *!S # \+ VERIFY DEPTH AND LOCATION OF EXISTING STORM LINE PRIOR TO CONSTRUCTION AND 6 A C_C)1 ,,, .6 , .._ _f '�°' 7• o � '` � �, NOTIFY ENGINEER OF ANY ISSUES. °, , \\* \ % \ , ,, , , ° \ i y�- ;/ v �� EXISTING ONSITE STORM SEWER LAYOUT TO BE VERIFIED PRIOR TO ANY 0 5° ' ! � ' SDCB-A4 , ._ V., `\ \ `\ ,, CONSTRUCTION ACTIVITIES. c\ ,,1 's‘ _� ' OSDC -A2 so dk**011•---.'\ A Sp . © \ ` ALL STORM DRAIN I�'ITERSECTIONS THAT DO NOT OCCUR AT A STRUCTURE SHALL BE _ 2 'WYE' CONNECTIONS.N,,,, - A-4-tliVIII0,- - , ØSDCB-A1 p -- '` `; °o \ / \\ �' _X 0011- 11-9%.-` s (.0_,v,(t{t�Ai .+x \ \ \ , - \ \ \'‘• \‘, µ BUILDING Li o ; ` ' `` ''` STORM DRAINAGE STRUCTURE DATA z �� Q It Z \ ADDIT ION o \...."...\/ 1\ 0 \o k + SDCB-A1 SDAD- •1 !� ; + �, STORMFILTER 1 CARTRIDGE RIM: 197.30 N •1 -- To �; �, + ! RIM: 192.69 6 IE OUT: 195.30 x LLI� "� "� \ + t-°`, \ 8" IE OUT SW : 190.39 ',�*� + Q et 4. \i©SDCB A5 0 Q SDCB-A2 RIM: 19784 W, , `, -', J'M c '; Q 'ØØ ' _ +,� ,�*�,±. ` ,',, J 799, ; '' 4" IE OUT: 194.90*** < :� ` 3. ..cp EXISTING BUILDING Ty ,� STORMFILTER 1 CARTRIDGE 3 -.4 -4,..e �' s _ •, ` `,� RIM: 193.08 a ; �, SDCO-A2+ pQSDCOA3 8 IE OUT (SW): 190.78 .: l RIM. 197.39 z Q a - 0" I T: 193.94*** z p \ 's, % . \ ' ``, - .. ♦ ,', - r .t: - YID ,, °- y , .Apao: • SDCB-A3 1 E OUT: B € ,, a. + , . \ STORMFILTER - 1 CARTRIDGE SDCO-A3 �� ; \ • RIM: 196.6 M ', RI 197 55 ,. -��.y. \ , ' ;-_•_ - IE 193.44*** (/) d GP `: � i / 4" IE IN (W}: 193.82 10" E OUT: CO - �• . GP i ',, ', - 8" IE OUT (E): 193.82 � �� , �_ �1 �� • ' \ SDCB-A4 Y CO • . ��; 7% STORMFILTER - 1 CARTRIDGE 6 \ - �• So _-� RIM. 196.50 W CD '' • � \It �� 8" IE OUT (SW): 194.20 a i'i s�. � �9 SDCB-A5 Z �0. 8 a �� _ '_� ®' STORMFILTER - 1 CARTRIDGE z N -co....---% r► - 1\\ so / / ® RIM: 196.60 ° \ \SSYX\\2 ) / ��® -c- 8" IE OUT (SW): 194.30 ØSDCB-A2 ; ` ' ��' 0 v \ S �i '� W �� / \ SDCB-A6 m ,> Z Z \ • \\,,, P. ' o \O. , / vv ° STORMFILTER - 1 CARTRIDGE °z w > o 50 RIM: Q - 197 ' R 192 54 iii � / ®� 8" IE OUT SW 190.24 . w 0/ ,/ z•Sp / ®v ° � � � ww \ \ ,,, ',. -33 .0 -=7---- ''79>s \ I '‘,v1 I-- < Ic- < z 5< Q � a- mU \ \ 6 CONTRACTOR TO VERIFY DEPTH OF CONNECTION PRIOR TO ° a. z v, �v ,, ° INSTALLING STORM STRUCTURE, IF 2% MINIMUM SLOPE CANNOT BE " 0_ v) o w ØSDCB-A6 ®/ ` OBTAINED TO PROPOSED CONNECTION NOTIFY ENGINEER IMMEDIATELY. 0 0 0 -- - -195 - ®v i ` ®� ; J z --1 Li J \ CITY OF TIA o m 8 m o n v .z9 Approved CSI Cn E EE•iEi•i•E.'ER- st. �® Conditionally Appraved [ ] cNi c•1 ' OFFICE See Letter to:Fal IOw [�' ° Q N N N O 1 Attached ° 0 0 Novi -- o � v � z r • -v Sa - - ® `n Permit Number':e.,L -cLe- a \ --� Address: cai 5 !_� _ ralizC�„el-l'i-°' o '' 8y: , ". Date: ' j \ C cn 1 PA / PM: K. RUSSELL v U In w ,igghh.....cm P, DRAWN BY: KDD/JLB ol \ OREGON UTILITY 6 NOTIFICATION CENTER a JOB NO.: _ V \ - V NNE•>_ 1-800.332.2344 �h SCALE.• 1"=30' N' SHEET■ rn to \ ? 30 15 0., . JO ° C3 . 0 N BEFORE �� Z , , cJo44 I./ 9 • / o 3 W _ .„.. .. a r . a ari .s s a, CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT Y 3 } b LEGEND -- -- - EXISTING BOUNDARY LINE RECEIVED 200 ROW 200 - EXISTING BUILDING '_INE JAN 0 3 2013 EXISTING GRADE - EXISTING CURB LINE ° CITYOFTIGARD PROPOSED GRADE i 69 - EXISTING 1' CONTOUR BUILDING DIVISION - -- a 22.6 LF - 6" ASTM- 7D - - EXISTING 5' CONTOUR m C-900 0 0.0 10 EXISTING GRADE _ �_ SD - EXISTING STORM LINE 24.4 LF - 6" ASTM- _ J - EXISTING CONCRETE LI: ,,, _ ,C-900 0.0 10 - r ' - PROPOSED CURB LINE ° O■ -9.9 C LF --900"0 0.010 LINE, SIZE NOT o ,3, , - PROPOSED SANITARY LINE F w cc cc KNOWN z C) - PROPOSED SANITARY CLEANOUT w O 195 �� 195 _ _ - PROPOSED SAWCUT LINE ° 100.0 LF CD RIGHT OF WAY p�p 1 p 4 ad Milli m c g . z ., ci w N Oka 1.75' - I r SANITARY CONSTRUCTION NOTES o co 100.0 O INSTALL SANITARY SEWER LATERAL CLEANOUT PER CLEAN WATER SERVICES )-i N- SSCO#1 _ . -___ DETAIL NO. 500 AND 510 ON SHEET C4.4. Q q ffi STA: 1+56.86 SANITARY ALIGNMENT RIM = 195.94 100-� 0 INSTALL 6" C900 SANITARY SEWER PIPE PER DETAIL 520. PROVIDE PIPE 8 �Q m E SSCO#2 O LF - 6" PVC ASTM 03034 101171:11-:::# } 2 y # _ BEDDING AND BACKFILL PER CLEAN WATER SERVICES DETAIL N0. 590 ON STA: 2"+56.86 SANITARY ALIGNMENT �� SHEET C4.4. < ` uz RIM = 197.43 190 IE IN(6 W) = 192.30 SSCO#3 _ L' 190 © INSTALL 6" PVC SANITARY SEWER PIPE. PROVIDE PIPE BEDDING AND BACKFILL 0' 0 IE OUT(6 1E) = 192.30 / �- STA: 3+56.86 SANITARY ALIGNMENT / PER CITY OF TIGARD DETAILS NO. 180 ON SHEET C4.4 IN THE PUBLIC RIGHT OF WAY. RIM = 197.94 PROVIDE PIPE BEDDING AND BACKFILL PER CLEAN WATER SERVICES DETAIL NO. 590 EXISTING 12" IE IN(6"W) = 191.30 -- "� - ON SHEET C4.4 ON PRIVATE PROPERTY. FOLLOWING PIPE INSTALLATION AND BACKFILL w STORM LINE ( ) PROPOSED 6 IE OUT(6"E)E = 191.30 MATCH EXISTING ASPHALT OR CONCRETE SECTION. IE = 190.98 SANITARY CONNECTION a IE = 190.27 0 INSTALL SANITARY SEWER SADDLE CONNECTION PER CLEAN WATER SERVICES S EXISTING 8" DETAIL NO 540 ON SHEET C4.4. {� SANITARY LINE S E = 190.11 © CONTRACTOR TO POTHOLE AND VERIFY EXISTING SANITARY INVERT AT CONNECTION m ��QEDPROFFSS/ LOCATION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM THE INVERT �S PIPE BEDDING PER STD. DRAWING NO. 590 SHOWN ON THE PLAN. �C, CNGINFF9 Or SEE TRENCH BACKFILL DETAIL ON SHEET C4.4 e 6543 PE PIPE BEDDING PER STD. DRAWING NO. 180 SAWCUT EXISTING ASPHALT WITH A CLEAN VERTICAL EDGE AND REPLACE ASPHALT. d _ SEE TRENCH BACKFILL DETAIL ION SHEET C4.4 REFER TO ASPHALT PAVEMENT SECTION ON SHEET C1.0 FOR MORE INFORMATION. o ,•EGON 185 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+75 5 0 SAWCUT EXISTING ASPHALT WITH A CLEAN VERTICAL EDGE AND REPLACE ASPHALT �F`�N S09R�sSC\\ PER CLEAN WATER SERVICES T-CUT ASPHALT DETAIL NO. 600 AND CITY OF a PROFILE VIEW STA. 0+75.00 TO 4+75.00 TIGARD PAVEMENT DIG-OUT AND REPAIR DETAIL NO. ON SHEET C4.4. EXPIRES:12/31/14 8 IF EXISTING EXTRUDED CURB IS BROKEN OR DISPLACED DURING CONSTRUCTION SCALE: 1"=20' - HORZ. 1"=2 - VERT.' CONTRACTOR TO REPLACE EXTRUDED CURB. iT \ " ) PROPOSED SANITARY SEWER LINE LATERAL CONNECTION POINT. REFER TO b ARCHITECTURAL AND PLUMBING PLANS FOR MORE INFORMATION. bq u INVERT = 193.87' P5 I 1 I 0 I� I `\ , I 10 CONTRACTOR TO NOTE PIPE CHANGE AT CLEANOUT FROM C900 SANITARY LINE TO x a. In a .I 2 I PVC 3034. INSTALL FERNCO COUPLING OR APPROVED EQUAL FOR TRANSITION. I. 111 ■ ! fC SAWCUT EXISTING CONCRETE WITH A CLEAN VERTICAL EDGE AND INSTALL FILL 6 Z .. _ I� •" •• 1 I `� . I AND CONCRETE SECTION TO MATCH EXISTING CONCRETE DRIVEWAY SECTION. ZmZ SC �' �ji:::: I /YIII 7 r �� I ° SANITARY SEWER CONSTRUCTION NOTES Q I EXISTING BUILDING I iim.■pI ! 1 I 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH W ( W 0 fp FFE: 197.88 CITY OF TIGARD, CLEAN WATER SERVICES, ODOT AND THE UNIFORM 19 PLUMBING CODE. ALL SANITARY SEWER SERVICE LATERALS SHALL BE 6" iil1r r1 i•S•' il, ' Ills I PVC PIPE CONFORMING TO ASTM SPECIFlCATION D3034 (SDR-35), UNLESS i • ' I W - •# ". 1 NOTED OTHERWISE. 8 ��/ LL '' I o� 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF i .K 4 U O rn list.� 1 EXSSMH#1 MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A 1� Ilf , W p BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY •O°°• ' _ I Q r Q BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE (1) FOOT u ,1044;:°o°I $ htI BELOW THE SURFACE OF THE GROUND. THIS INCLUDES STRUCTURES ` 1 LL o.Y• u ] W SUCH AS PORCHES AND STEPS, WHETHER COVERED OR UNCOVERED, 1�1 III 1 O BREEZEWAYS, ROOFED PORTE-COACHERES, ROOFED PATIOS, CARPORTS, U I 'r N 1 �y Q COVERED WALKS AND DRIVEWAYS, AND SIMILAR STRUCTURES OR O I ►� ' 9 0;b APPURTENANCES. LATERALS SHALL BE INSTALLED AT A MIN. 2%%% SLOPE i I (,' ` UNLESS NOTED ON THE PLANS I- , Q fi 4 II� } 1010 _ _ _ Q , tlp ��jp _ �? � HYDROSTATIC AND AIR TESTING OF SANITARY LINES AND MANHOLES m + " IB�Ig111�1 1110 4 04101 . 1106 3 ALL n" 1=-^ 'V SHALL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF U 9 135.00 i�1 THE UNIFORM PLUMBING CODE AND CITY OF TIGARD STANDARDS. AL g '/ NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND SD w SD SD SD SD SD SD SQ ?. n C WITNESSED BY THE ENGINEER. z CO Fro p 27.12' . . ' . ° ' S 26.32' ° I "g1,, ) 0 4. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE m 0 100.OLF 0 100.OLF ® 101.0 F INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO w No, 1g, 135 00 10 O ® 1 00% - Tw ® 1 00% 1 ® � 103% O "164� O 5 FlELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES i` O�'"' wap I,._ ____ __9 F00 /� _ 3+00 I _ 4+00 II 4+`57440 PRIOR TO CONSTRUC11ON AND INFORM THE ENGINEER OF ANY ° V 9.9LF © / LOCATES AT } DISCREPANCIES IN THE PLANS. CALL FOR LOC ® 1.00% = ga. _ I ' I r ' LEAST 48 HOURS PRIOR TO CONSTRUCTION. 24.4LF \ ® 1.00% 0 "� T I 5. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE FINIS g 22.6LF ' ?.00" 8 198. t 8 ci I'1_ -o:oo APPROXIMATE,FINAL FINISHED RIM ELEVATIONS SHALL MATCH i ® 1.00% © 197.,, I o FINISHED PAVEMENT GRADES. 'Si , 7g5 ` 90 I; 6. PIPE BEDDING AND BACKFILL SHALL CONFORM TO UNIFORM PLUMBING m w o z Q + I ©° ,� • CODE AND CITY OF TIGARD AND CLEAN WATER SERVICES STANDARDS. z -I w 9 - `\ 9dp 7. SANITARY SEWER CLEANOUT CONSTRUCTION SHALL CONFORM TO 6 j w UNIFORM PLUMBING CODE, CITY OF TIGARD, AND CWS STANDARDS. o B. HORIZONTAL Q y a W v lPl -- -- -- �- - -- -- -- - - -` -- A MINIMUM OF TWO FEET (2')SANITARY ZONTA SEPARATION IS REQUIRED ` ¢ z -- -- -- - - BETWEEN WATERLINES AND SANITARY AND STORM MANHOLES. ALL w a z z II 3 CONSTRUCTION MUST MEET DEQ AND STATE WATER RESOURCES BOARD m L,_. ¢ o -o " - ° REQUIREMENTS FOR SEPARATION. 0 } a o w 5 PLAN VIEW STA. 1+00.00 TO 4+57.00 W ce 9. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE 1 W c p c v`1 ce VI SCALE: 1"=20' OF REPOSE FOR THE BUILDING FOOTING. ; I- 9 0 F m o m o 7 o LIABILITY �- Q 2- `i' The City of Tigard and its SANITARY SEWER TABLE: I� ( •► 3 N N N N M N. employees shall not tJE? EXSSMH 1 i responsible for discrepancies g rn CITY OF TIGARD �° °° N ° Q - N N N o SANITARY SEWER MANHOLE Approved 0 0 0 o N which may appear herein. RIM=1ss.37' Conditionally Approved [ IE 8" CONC IN (N)=191.37' (S)=191.29' Attached SCALE: 11 =2� IE 8" CONC OUT 5 =191.29' See Letter to:Follow Is E Addres:/a :R/N,2o/a -oa.7; :' 20 10 0 20 PA / PM: K. RUSSELL Address:/�3/ sJ. rercao� .ur u By: -H Date: 1 y w m DRAWN BY: KDD/JLB a � JOB NO.:REVISION d 1 OREGON UTILITY SIT', C®$'•j, NOT F CATS CENTER '"�, 5 ' A SHEET It 1.800.332.2344 'h AIIIII cn N If O� re I op 10 1(O ! F . ...Y...W, ,...N..,.._.,.,. .," - ! � ,� ,� . ,� ,. , . , . ...�� a ,,., ,,,:. ,,: , . • 1010,. ". .Y.,u,� y ._...,,.....-...m:�P_.,. ,�..�.•. . ..Y�-,..w�,.��. Y�.....�.�1,��"1010.:!„ . ..-�..-,�,.•,�,.a,......��.,�.� ...w.,....,�..,.....,�..._.,. ., ,.,•.._,P�_w..,,_._..,.�.�,.,. -- �..�Y�.-.m.. ",.�-.,• �.��..,.I _"„�,,. �..:.,..,. w-,u,UU:.-, 10.-."_..,_Yr....,,.._ 1010 uN 1010. 1010�!r• x 1010. IIN,1i,MA, leiY wM":.VWYNI iIYW..I:WiNRIN W 4L,+NoiRN •vmYPP.v �M'WIIIRMR xYeT.uYf%-,\,Y:1,16u,u"AiPY M WgWMf61.WAM1 ',WYgM 1010 M"M",YWa!-IdPMtl M Li,. wM4,YNflM 'WWMiuA WYGf. a unP'u.swan CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT Q:__ 1 } W O i-- z W U Z W U W SAWCUT ---------------------\ 0 SURFACING I o: MATCH EXISTING MATERIAL O it z_ TOPSOIL a OR AS iv DIRECTED BASE MATERIAL PLAN m PROPERTY LINE OR v UTILITY EASEMENT 3/4" SQUARE \ ca ce Y 1 J U NON-SHRINK GROUT A B B ¢ ¢ STANDARD CAST IRON `t DRAWINGNNO 5 OR �/O O❑❑ �" p j d a STANDARD MANHOLE 1/Q 0 a D p �" w ¢ m U\ o I z a : GRADE RING PIPE SIZE AS SPECIFIED) \ U tY = o:>� '► /� - S / SECURE 2X4 IN PLACE F g cn 1= v>> cn v)<,...., O y r �s� CI i D J D f] O a¢ a o: a o a m U / � �Q v'- BLOWOFF w ++z U J n U o v 0 0 c I,� ' ,• a. •4" MIN. ❑❑ ❑ ❑ / STORM OR SANITARY 2 Z 0 r O ] ( ¢ •I z !¢ ��, yG ' '`' / SEWER MAIN § °I- C3 o o g X U �,or ,• NOTES: nl Et a \ FINISH GRADE \' ,`� 4 /�`� �" F- ' 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE _ �s-- O) U Q • 0 , CONNECTIONS TO 8" AND 10" MAINS SHALL BE WITH FACTORY j 0) QO„ / s �+� .8t v y�; ;'_\ WATERTIGHT PIPE PLUG FABRICATED "TEE" FITTINGS UNLESS OTHERWISE APPROVED. C p ^ W J?�✓ t �` `. , s,e�._ , a WITH STOPS . g 7/8" 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING op O M ^^yy-�, - r A. PVC ASTM-3034, ASTM-C-900 `�' j`�, o J r {° �'^ • ,,r .k'� B. CONCRETE ASTM C-14, CL2 2X4 m �-- z w A ° •I I C. DUCTILE IRON CLASS-50 u) � z co ?„-)r-- °� �I/ f ` ° °,ti STORM ONLY ` ► PROVIDE 3/4"-0 FOR A s D. A-2000 PVC ASTM 949 �. t� �Ow w(nEtJ y as " ��4°°tee ¢ Z ¢ � 'I }� 2 MIN. CLEARANCE l Ue�<°�, MINIMUM OF 6" AROUND _ E. PVC RIB MEETING ASTM D 1784 0 ■ N D. O t/t� f a o o L. N O �. 4 ''' r • "' °�' • ''� CLEANOUT 6" SECTION B B F. CPP MEETING AASHTO M252 12' CO O a_o o ,a.•• • �GN . 04 6" f-•• . ` 3. ALL PIPE SHALL BE COLOR CODED: j z �. OC A li a. ¢ ,. MIN. -�- j -GREEN FOR SANITARY SIDE SEWERS a `' W r'•�" ■ '� MIN ® FV'3 N '? oThi�� -WHITE FOR STORM SIDE PIPELINES W ,z,� " '4°;i r' �� °D HEIGHT: TOTAL LENGTH OF 2X4 GROUND o! -�i //» » 1 MIN. OVERLAP °eeD; 12" HEIGHT LOTS AS SHOWN ON APPROVED SET OF PLANS SURFACE- MAGNETIC-$- 6 MIN 6 MIN e b OF ¢ a �' ( i" i ELM. 6" MIN BEDDING BELOW -s o /^b,°°y; h s SECTION A-A MIN 2X4 MARKINGS TO FACE STREET TAPE Q - & OUTSIDE OF PIPE BELL c,w c 36" LOT# _ x Off„ a \ ::.:%':,:...x z=w COLOR CODE SURFACE Cl..m / ,te��a( !: J \ 7t°' , r� `. `, R J r 4'.i ., r/ \. NOTES: -\ __ \ (WHITE-STORM) w \ '° a LABEL MAGNETIC TAPE WITH BLACK LETTERING°' ° 1. Y4" ALLEN HEAD BO SANITARY: CAUTION SEWER BURIED BELOW.).A� M Aar Qos C a �e�';G?JO.C.. Q .s i�a aL�rt DC�•° L n 1" LONG RECESSED. GROUND " » » " , J ��- _.�� \ ��._,.T c ,_T ..",,,-)7•,4.--°,"" •,' '° ` ,° °' ',,t2'"R° II 2. ALL PERMANENT CLEANOUTS PLACE 18 ABOVE TO /\//\ �i\,\\/�j�/\l\\\\/ D ' Q�u Y STORM CAUTION STORM DRAIN BURIED BELOW Q O j =°' `` n°'•" L >��° �' TO HAVE BOLT DOWN COVERS. Alk°111111 P OF PPE AND AGAINST 2X4. 0 4.,y'q° o �., c\\ `` /\%`\\ \.j%!/\%\ °` a� 3. MATERIAL SHALL BE GRAY /CAST-IRON, ASTM A-48, _ ':';'::',.2: /' ,`' CLASS 30. 6 ,� ,<, •y + PIPE m TRENCH FOUNDATION b;e � w STABILIZATION, AS REQUIRED r Y �, ,z o T `r 4 E> b .� . Ll _�; �_ °dv:,afi E l4 .4., . . , .; � : . •� o--4,• RLp,, ? • ` PLUG � ��'��DpROF�sc�'•7 a•;', agAO.a-•r<°e'.✓n�< G S, ,� • .�✓ r 4y "..n r�\P ay /..., , a NGINEe_ �O� �� 1 / i �" 1 �•"r �, �543 'E 18 .14 .-: . . 7 . •CONCRETE ENCASED t °o 3/4"-0 BOTTOM OF WYE " Illil p o p!0 . m FOR PLASTIC PIPE 3/4 -0 o o 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 00 O % ,pm ooe• °° ••- MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE ° OREGON 2. JOINTS TO BE TACK AND SANDED. o�o ,'•� ' 0880 6 PIPE = 0.010 MATERIAL AS SPECIFIED w �G( Q� 088000 6•51•., : 4" PIPE - 0.020 x � Y 0 9,2 � 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. NOTE:CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE `;•" �`; SUPPORT TEE WITH o v/N S. RUSS��, 0 DETAIL /� MINIMUM I 20A WIDE ELEVATION 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. 8 EXPIRES:12/31/14 MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. /r APPROVED BY: NO SCALE W ti AGUSTIN P. DUENAS TRENCH CLEANOUT FRAME '/ \ ENGINEERING DEPARTMENT STANDARD CLEANOUT SIDE SEWER / SIDE STORM o < � 13125 S.W.HALL BLVD. aTY ENGINEER DWG. N0. /- ,-. 11GARD.OREGON 97223 aea Write Ser laces Clea Wate Se Y ices a V __. ?AT 503 639-4171 MARCH 1998 BACKFILL 180 j6.. 1 i`.GA�a.. 1 r t+lsa7 AND COVER i i 1 PIPELINE C1e nWater Services w 5033 684-7297 an, OF TIGARD Our commitment is clear. Our commitment is clear. ®ur commitment is clear. MOON APPROVAL DATE DRAWING NO 500 REVISED 12-06 DRAWING NO 510 REVISED 12-06 REVISED 12-06 a DRAWING N0. 520 W Y F¢- a ,:,,--,: -„7--,-.:, iiti .2 ---,--. .--z, ',- - cz p , ; - f# Z _ . , ._ _., , . .,.. ' '1.31 � O _ 3 -- -cfci .0, !-I L>J U EXISTING PAVEMENT ---\ DIG OUT REPAIR SAW CUT OR GRINDING W X 1 ' 0 O ii,:,:,-i-,::'-::,:-c).:-.. .'_-'.1:,t'il'--,4.,.:-..:,-:,,,_:>..x,,_-:; (in<CLASS "B" CLASS "A" Q V4/AC �, PATGH AC TO GREATER OF 3" � � l% ii; PVC SADDLE (TEE) THICKNESS OR EXISTING , W + 12" MIN. ® I . /�/, STRAP RETAINER o: On MOUND EXCESS NATIVE MATERIAL 6" MIN. 6"MIN. ,. �� SURFACE RESTORATION ¢ -� �- EXISTING AC RIDGES 6'MIN. o Uo 0 o O o 0 o Do,o 0 0 0 0 OVER TRENCH TO ALLOW SAWCUT °00(10 ,f,,C AB ("0 t 0,06`?