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13401 SW BENISH STREET-5 , '��L.^^ .��.�v�yS.,gg�d;"'AT``WrylfOis 'i.... . ,...(RJL"sry'1',Ir ' wvw '.o.,n•rr C9tlPt:n e . - -.. ct - + ....:;, -...- lra,re.,, . _... n, . ,,:b., dnxn .. : 'H'9gT"{yPy�„+I{pyq:+r:'. .-•... - "' - -. MAY BE USED SHORT TERM �� W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT FILTER FABRIC MATERIAL USE STITCHED LOOPS 36' WIDE ROLLS —\ from toe slope minimum OVER 2'x 2' POSTS (n M •O I v0 - - - SEC z o u 1 6 0000000000000000000000 ti I v a SYMONS ENGINEERING -+l CATCH BASIN AREA DRAIN z 9E CONSULTANTS, INC. QPJE ��,5 , ;: : o• N�k� NTS NTS U 6'MAXIMUM SPACING g1\NV Jf'� •'a is I.. IS 12805 o 12805 s.e. foster road OL FRONT VIEW SIDE VIEW .' � • .' . D.',• � "'>a. : • ' ,. Portland, oragon 97236 ,.o.,: ;a•.!� .. .o..�, .�.::°�. ;°.o, A: .• " NTS NTS phone 50-< 1301353 o : :v :: ;: :.A . :c•.•. A A °. e. , , •'. .r. ' . . ANGLE FILTER FABRIC FENCE facsimile 5G3 762 i962 •' , 'e .' " ', . D.'.w •+° FLOW C TO ASSURE SOIL IS TRAPPED .v...... RADIUS = 25' MIN. l . ,p. .,D.' '•• 4i ` v 0 ' V CLEAN PIT RUN OR 2'—MINUS GRAVEL Qr,LOS �If,6RF'SS dry,lil,a P J\v�Ss NOTES: SUBGRADE REIROFF NFORCEMENT GEOTEXTILE, AS REQUIRED \Pp�P+ til 1. BURY BOTTOM OF FILTER FABRIC 6' RED P B' MIN, FLAN A VERTICALLY BELOW FINISHED GRADE. ��S�AGIRE4.'r'r DEPTH .� F 2. 2'X 2' FIR, PINE OR STEEL FENCE 3 POSTS. INTERLOCKED 3, POSTS TO BE INSTALLED ON UPHILL ORE ■20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL A 2'x 2' POSTS SIDE OF SLOPE. 'k I AND ATTACH 4. COMPACT BOTH SIDES OF FILTER 09 d FABRIC TRENCH. FLOW ON TEP VIEW N f $ 5. PANELS MUST BE PLACED ACCORDING •� DITCH IDTTOn RE NTS TO SPACING TABLE 4-7. N CEWS 6 30 04 ,', O Q CLIENT d • 'a ZAIK / MILLER ASSOCIATES SECTION A-A 2340 N.W. THURMAN PORTLAND, OR 972K3 DITCH INLET 503-�-g158 NTS Gravel Construction Blofllter Bags r: 1 TECHNICAL GUIDANCE HANDBOOK Entrance TECHNICAL GUIDANCE HANDBOOK Temporary PROJECT Detail Drawir,@ 3-1A Detall Drawing '?-'D B NOTE: OUR REDEEMEER A A STAKING OF BAGS MAY BE ?7' REQUIRED USING ( APP 2' LUTHERAN CHURCH WOOD STAKES OR APPROVED EQUAL PER BAG. NON-SHRINK GROUT STANDARD CAST IRON OUTLET I V\ SITE EXPANSION FRAME AND COVER INLET STANDARD MANHOLE dfJ•fq,- '� GRADE RING �/O SITE ADDRESS ;�•�a� ' d 4" MIN. 13401 S.W.TIC,.4RDBENISHry STREET FINISH GRADE ' .',•,• s FLAN \ �`P,I, , OR 97223 �:�'� ;• �, WATERTIGHT PIPE PLUG S`!p •. WITH STOPS °• MI ,�� SHEET NAME •. ti� . ,F„j••^ PROVIDE 3/4'-0 FORA ;. STEP •+ �: MINIMUM OF 6" AROUND ':: "•• . CLEANOUT {' �2, ",.::,,: DETAILS � D AND • ", ' "` REMOVABLE WATERTIGHT CAP NOTES I ••a' 'F:' ;:'A' PLASTIC OR DUCTILE IRON ••• •• a INLET F ML •02 FT FLOILYL OUTLET P REVISION Q6/14/02 ISSUED FOR CLIENT REVIEW `;,. • , • ' SECURE TO MH WALL WITH T ^� 'e" ��' PLAN VIEW � 7/16/02 ISSUED FOR CLIENT REVIEW .7 ,��4i�gin.. t •.•.�a'� • ' ;( }6" STAINLESS STEEL BANDS :y• :•q: (MIN LE S STEEL AND NTS \ © 8/12/02 ISSUED FOR PERMIT 1/2" BOLTS Q � : �•1•t '• MH DIA TO BE DETERMINED BY 5' ':;, ~� :; SIZE OF OUTLET PIPE \ Q ;;f'•. MAX :.' 36" MIN . 6" PIPE 60" DIA MH •. 4"-1 _ \ "�Y ,•!i•• ' , � : '�.. d'. .:5•�•••• '.} Q SUMP . 'f•: •!•�t•,,:• i . 'a ..:• a, . : .� T,t to : • : LARGER THAN 16" PIPE PT,•A' +: ••'�.���� j: • a '.'Q. .d 4 •,. •�"a.;•:' �j' PROVIDE SPECIAL DETAIL' 6' OVERLAP 5" "'' i:' TYPICAL CONCRETE ENCASED MI , a., .;,. . ISSUE DATE AUGUST 12, 2002 BOTTOM OF WYE ::�;1;;4+:.y:iii.i,;i.'j,aT;}..:':.l i:1� S/I!i.��:.i;::.v ;�': - PT.'B' '. 3/4"- FOR PLASTIC PIPE 3/4"-0r;��!fi�i.1:.•'..i :.;::!:i''i!�d)i:l;:'..:::.:.,1:.,4;}di.::I:: ___ SUMP VOLUME REQUIREMENTS DRAWING FILE 2202C2 DWG SECTION A— A SINGLE FAMILY RESIDENTIAL 3.5 CF/ACRE T. 'A PROJECT NUMBER �Q2� MULTI FAMILY RESIDENTIAL 22.0 CF/ACRE PT. 'A' MUST HE 6' NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 47 BEND IF CONCRETE PIPE COMMERCIAL/INDUSTRIAL 94.0 CF/ACRE MIN. HIGHER THAN PT. 'B' — - ---- --- SECTION A — A SHEET unified WATER QUALITY - unified NTS ^ A STANDARD CLEANOUT YfA sewerage MANHOLE UfAsewerage Blofllter Bag 1`.J4 agency agency TECHNICAL GUIDANCE HANDBOOK Ditches and Swales OF 5 SHEETS DRAWING NO 150 DRAWING NO. 515 Detail Drawing 3-3D 0338+ PLM2 PLMY002.0&803B] l of 8 �f I I I 1 I 1 1 1 1 1 I C Ti' 1 1 1 f I NOTICE: IF THE PRINT OR TYPE ON ANY IIT1711 I I I�I IIIIII I I I III TITIIII 1 TT>•r�rjT4 TIr�rIT �I TI'll'TI-I 7 II IJIIIII 1 fIT �tlT] 1 IITTJT�I IT 1 i'�1 lji�lJf 1 T'IT TI'flNl l� 1 3117 III I / �/, ,u �/ �/OD , / IT IS DUE TO THE QUALITY OF THP I � I II _ I Iy IyI �/�7T;'�'���T 7,TyT IMAGE IS NOT AS CLEAR AS THIS NOTICE, t �_ � �D� �T � OPIGINAL DOCUMENT24X �g Lg g g 8 g tg t gT t gt t Bt t t t L g g B g t IIIIIIIIIIIIIII Illll�llll.11ll�lill Illilllll II Iluu ululu ulWullulWll IUlluu Illlulll mlllla mlllm lullul IIIllllll lulluu Illllllu IIIIIW Wl ll I :III I I • /! Y v • •• • • • • • • • • UIJTLET STRUCTURE -_._...._... -_.._ . __ EXISTING DITCH INLET TO - AST-�OVERFL0W 0UTCET_ 00. • • . . __....._.._ ._._... . _- DITCH INLET 460 0 EXI;-ZING - SURFACE - - - - - -- -- -- - __- loo YEAR �TOR;,A ELEVATION-2 -- - - - _ �---- - - -- 2 •. .'. _._.- -- -- - -- 25 YEAR STORM ELEVATION-238.50 _ - -- _ _ , , 12 OVERFLOW ' - _----- - - - TO-YEAR-S1 ORM ELEVATION=238:3 -RISER =Z • IInyc _ -n 7- _.__.__ -- - ---- --YEAR -5-T0RM ELEVAPON=238.-70 _. 2 YEAR--NORM--E-LE-VA TION�2 38.a -- _-______.__-_ - - --r --- --------- ------ _ _ - -- _61rORIFICE - - WA T>-R QUAL,'.TY_VCLUME- _ - 0000000000000000000000 ---- -.. _ __-----__ - ---- - --- - -- i2--PVE-S;-B a1- ----- - --- 235 EXISTING -- �0 -�1a -u� --- ----- ---- ----- - -- - -- -INLET--- SY�/9ONSENGINEERING RIP RAP- ------- ______ 2-1/2 ORIFICE EL=234.8.5 ENERGY -----..____ _... ___.-_ _.. - DF WXY - _-- -- --- -___INSTALL CAP WITH 1-3/4" ORIFICE ---- - CONSULTANTS, INC. DISSIPATER NOTE: F_L=233.46 ND RFACE EVATIONS OR POND SEC110N CE-W) 20 EARUS'URFACELELEVA ION=23 PHASE ONE DETIMONi �y1 - 5 YEAR SURFACE ELEVA TION=237.95 128V5 s.e. foster road ` 2201D 4 10 YEAR SURFACE ELEVA TION=2.38.07 SCALL: 1" = 5 - U" 20 YEAR SURFACE ELEVA TION=238.25 Portland, Oregon 97236 fI? 100 YEAR SURFACE ELEVATION=238,4 A.C. PAVEMENT 1 1/2'� MIN. TO 3" MAX. PER LIFT Phone 503 7601353 EXISTING -- - ---- - ___ - - - facsimile 503 1962 0.50' .50' - - - --- - - - _ _ ------ EXTRUDED - r t" w CONCRETE N a �_ - 240 -- -_ --- _ - -- - --- - -- - a CURB FACE _ I _ _ 1 BOTTOM OF POND BOND TO _._._.. -- ` 1 f 4.5 _ = >T _ _ - - _- -- d PAVEMENT Wl TH I�1 1�1 1! 1'=I I I EL. 23 _ _ _ _ � �uA = o EPDXY RESIN rr _ �`� OFfsf �1 1 1/2 MINUS CRUSHED BASE ROCK - .. CO -- -- - `- - MIND USED WITH TOP 2 / � r � [77 - - - � PAVEMENT AS LEVELING COURSE PROOF-ROLL SUBGRADE WITH LOADED OREG _... _.__._.__.._. .. ._ DUMP TRUCK. REPLACE WEAK/PUMPING � X90 •' `- �- AREAS WITH COMPACTED 1 112" - 9 C� '� 1%� •':1 �' MINUS BASE DOCK PRIOR TO BASE ROCK N �. S `� O RENEWS 6/30/042DETENTION PON SECTI N (N-S) 2101D-, TYPICAL THRUST BLOCK NOTES: SCALE: 1" = 5'-U" EXTPUDED CURB 1. THIS DRAWING IS SCHEMATIC 3 2202-D12-eltcurb A.C. PAVEMENT DETAIL cLIEN 2. PROVIDE CLEARANCE FOR BOLT REMOVAL NO SCALE 3• THRUST BLOCKS: 3000 PSI ON POUR AGAINST FIRM PRESSURE & SOIL 2202-D14-ACPAVE 4. BEARING AREAS: B NO ZAIK / MILLER ASSOCIATES RESISTANCE OF 2000 PSF -HYDRANT o �� 2340IN.W. 7HUF�MAN PORTLAND, OR 97210 -.�0' M:^,X TYP TYP VALVE BOX TEE _ -222 8 PVC DEPRESS CATCH BASIN FINISH ��- SIZE GRATE FOR «. = RISER ;( o ELEV 1/4" BELOW PAVEMENT �� HIGHWAY LOADING TRENCH WIDTH A.C. PAVEMENT • r° 2'-0"+ PIPE I.D. UR CONCRETE PROJECT HYDRANT HINGED CLEANOUT FINISH GRADE -� DRAIN ROCK r 30' MAX TYP �. •• �. PLUG OR CHPj1p uj or M BASE COURSE C,0 OUR REDEEMER WATEri LEVEL 12" X 12" X 6" TEE o � � 2Y ogLUTHERAN CHURCH TYPICAL BEND TYPICAL ENDING (MJ X MJ X FLANGE) `'� �' o Q U �- �cr� c� mrnQ COLOR CODED WARNING (2) 3/4 �'��` Z _ TAPE AT ELECTRICAL/ 1. HYDRANT: METROPOLITAN 250 OR EQUAL, DUCTILE IRON SITE EX ANSION FINISHED GRADE- ANCHOR RODS 5-1/4" VALVE OPENING. FLANGE CONNECTION. PHONE TRENCHES v G_ a 2. GATE VALVE: METRO SEAL 250 OR EQUAL DUCTILE IRON. 6" � I � 12 GA. TRACER WIRE � v rn FLANGE X FLANGE, RESILIENT SEATED. rj o o FOR NON-METALLIC CO SITE ADDRESS OD/4 i :'.. 3. VALVE BOX: AS MANUFACTURED BY OLYMPIC FOUNDRY BODY � Z WATER/SEWER/GAS o co \� .• . :.� \ PART No•PORTLAND WAFER BUREAU ST)5-603c, LID PART No.: 0 GRIND OFF WORDS R APPROVED o j o o rn HEIGHT �- �� + , �� EQUAL. ( ,. L - PIPE ZONE BEDDING ¢ o 0 13401 S.W. BENISH STRE `~ MATERIAL 3/4"-0 z o ~ NOT ')VER o PORTLAND, OR / APPLY BITUMINOUS COATING). 8 PVC j o • r = (TYP FOR ALL VALVE BOXES ON PROJECT). GRANULAR BACKFILL -[_ Cr Ct o ul ,�jARD� OR 97��3 0 1/2 DE�''TH RISER (T - w 4. SPOOL: FIELD FABRICATE. CL. 52 DUCTILE IRON PIPE (6"), 6" oicv Q o -12' MINS ROMAC FIELD FLANGE (2). 30' MAX TYP --- l-- -�- SHEET NAME TYPICAL SEC TION TYPICAL VALVE COATED STEEL 10 GA "LYNCH" �,_____ 2.00' sq WA TER TRA P NOTE: THIS DETAIL FOR PRI VA TE ONSITE TRENCHES ONLY TYPE. CATCH BASIN OR EQUAL i i HYDRANT FIRE _ MISc. MIN BEARING AREA (SQ FT) TEE, VALVE, TYPICAL TYPICAL TRENCH DETAILS PIPE PLUG, CAP HYDRANT AooEMBLYSIZE 90' BEND 45' BEND 22-1/2' BEND 11-1/2' BENDTYP. CATCH BASIN DETAIL SECTION PAVEMENTil SF = 1.41 SF = 1.5 F = F = 1 SF = 1.35 � NOTES 6 hydront.dwg 3" 2. 1 1.2 0. 7 0 5 1.4 NOT TO SCALE ? 8 -__ .. - . 4" 3. 1 2.0 1.0 0.6B�' SCALE: 1" '-(�" TRENCN3 2. 1 SCALE; N.T.S.N.T.s. - 6 6.3 3.6 2.0 1.2 4.3y REVISION _8„_ 10.9.._. .- - - 6.3 3.5 2.1 7.4 � -10"-- - 17.8 _-- -10.2 5. 7 3.4 12.1 1 6/14/02 ISSUED FOR CLIENT REVIEW 12" 25.4 14.6 8.2 4.9 _--_17.2-- MISC. UTILITY SPECIFICATIONS WATER UNE SPECIFICATIONS 2 7/16/02 ISSUED FOR CLIENT REVIEW 14" _ 34.6 19.9 _ 11.2 6.7 23.1 TRENCH WID 1'H _16" - _45.0 25.9 14.6 8. 7 30.1 2'-0"+ PIPE I.D. 1. ALL NDN-METALLIC SERVICE PIPE RUNS SHALL INCLUDE A 12 GA. 1. ALLOW THRUST BLOCKS TO CURE 24 HOURS PRI PRESSURIZING LINE. _ --- -- - TRACER WIRE_. SPLICE'S IN TRACER WIRE SHALL BE WATERPROOF. CONTRACTOR MAY ELECT TO RESTRAIN JCINTS WITH RETAINER GLAND A8112102 ISSUED FOR PERMIT 18" 57. 1 32.8 18.5 11.0 38.1 FINISH GRADE WIRE JACKET COLOR AS FOLLOWS: BLUE. - WATER LINES, OR TIE ROD MATERIALS AS APPROVED BY WATER DISTRICT/ENGINEER. -� YELLOW - GAS LINES, GREEN - DRAIN LINES CONTRACTOR SHALL SUBMIT ALTERNATE JOINT RESTRAINT PLAN AND MATERIALS AND OBTAIN ENGINEER'S APPROVAL PRIOR TO INSTALLATION. Q - 2. BED AND BACKFILL MIN. 12" PIPE ZONE AROUND WATER, GAS, AND TYPICAL. THRUST' BLOCK � ELECTRICAL LINES LOCATED IN ROCKY SOILS WITH CLEAN SAND � ?.. MINIMUM COVER: 36" BELOW FINISHED GRADE. MIN. SEPARATION: 1' ABOVE OR PEA GRAVEL SANITARY SEWER CROSSINGS, 10' HOR1Z. NEXT TO PARALLEL SEWER LINES " „ Ihruel.dwg SCALE: 1 = l'-O" 12 GA. TRACER WIRE a Q 3. ELECTRICAL CONDUIT SHALL BE SCHED. 40 GRAY PVC WITH 36" RADIUS rr FOR NON--METALLIC o BENDS AND 400# PULL CORD EXTENDING 6' FROM EACH PLUGGED END 3. FLUSH, PRESSURE TEST, AND CHLORINATE WATER LINE UNDER INSPECTION 1 ��T 5--0 -- _ v�' OF OAK LODGE WATER DISTRICT, COORDINATE SCHEDULE FOR DISTRICT ISSUE DATE AUGUST 1Z, 2002 -- - WATER/SEWER/GAS - Q 4. PROVIDE MATERIAL SUBMITTALS AND FABRICATION DETAILS OF ALL o � UNDERGROUND UTILITY PRODUCTS FOR ENGINEER'S APPROVAL PRIOR SAMPLING OF WATER FOR HEALTH DEPARTMENT COMPLIANCE. NC. SIDEWALK PIPE ZONE BEDDING 0i i TO PLACING MATERIAL ORDERS 4. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE, AWWA C151 DRAWING FILE 2202C2•DWG 1---- 4" CO MATERIAL 3/4 0 r GRANULAR BACKFILL 4 Q A C 2 vi N Z 5. PRESSURE REDUCER SET TO 75 PSI RECOMMENDED FOR RESIDENTIAL PAVING -- --- - SERVICES TO BE CONSTRUCTED UNDER INDIVIDUAL PLUMBING PERMITS PROJECT NUMBER 2202 • ' �. s� � , �- SHEET 5 ;k COMPACTED SUBGRADE NOTE: THIS DETAIL FOR PRIVATE ONSITE TRENCHES ONLY AND 2 OF BASE ROCK TYPICAL TRENCH SECTION - LANDSCAPE OF 5 SHEETS SIDEWALK DETAIL 10 iRENGFI3str. SCALE: 1" = 30'-U" • Benish 02- 0387 1 2202_DI3-sw PLM2002 00387 /I„ - U„ 8 of 8 t ,_ +i..RM.XeIAlnFkwin�uil165Twf+r..a.:w�.�•ow.,�.c..wc-_..:se..A.n=_. w.w:.....w,.,-_ .«......�...--. _.;.,... - .. .,....., » NOTICE: IF THE PRINT ORTYPE ON ANY v ' II-T 111 1111111 � I11111 11111 �jI1I ! lil1lililili Illllilllililililill Jill jlll illli ilililililil� iltlilii l � li IIII lilllililtli Ili il �liJill i 111 111111111111 Ili Ili iltlilillli Ili IIII ! iI ��1.�. �S�Dlf IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_--I I-�1 �� No 98 IT IS DUE TO THE QUALITY OF THE ___ _ _ ORIGINAL DOCUMENT S 8Z B7 LZ 9T, 9Z b7 E7 Z i7 Ul7, (1 I I l 1 T � �1 I 6IT B11 Grl 9lT I it III (IIII IIIIIIIII IIIIIIIII IIII IIII Illllll�illllllllll�lllllllll illlllllllllllllilllilllllll,�llllll�llll IIII II I IIII ,III li ,l,lll�lill IILI�IIIIIIIilllllll IIII IIII IIII�I�illlllll Illl l III111111111111Illll1111�uu11111.1 .I�I��IIIINII II� III IIII IIII IIII�IIII IIII IIII