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13452 SW 154TH AVENUE 1 q�l "r ..J,'... 4 401 i� . ,. r•r- r lrisrrr���� �r�r ----- - r.rr�r, r• j. TUALAT 1IVY- GANOAp -• �-____ _. VA LL Y Hwy WY 8) 4 VER RD. BE. � , lLLSDALE HW ; 1a� , I TNF F T11 R E 4:71k R 1) G i \oAD �p N CITY OF TIGARD OREGON O �O h FERRY sCHOLLS 210) 1997 PROJECT �_ � I NIERGR N SITE $7RTRE fIPiFE a41 vi CWS FER Y ROAD PRbrJ€CT- _ — _• I - - - <_ SITE Marray,Smd&As�cia 1Acr En errs/planners -� Por land, Oregon C— U g CiT'�I C)F T1C�ARD VICINI T MAP Approved....... .. .............................. ti SCALE: 1 "=5000' lielConditionally Approved........................ .( ! LOCATION MAP work as described in' / -- b� � For only the �. 1$-� !1---)1��eg�- � ��M a � PERMIT NO. I fz � � SCALE: 1 'r= 1000' E See letter to. Follow. __ Attach................col ( � .lob Ad ess:_' . SLO N � �aate:�,a�q� N EXOF �y.D DRAWINGS �,► O 1 S 4 �, m GENERAL CIVIL STRUCTURAL ARCHITECTURAL ELECTRICAL IT LAND INSAP G G- I T/ TLE SHEET C-- I S I TE PLAN S- 1 RESERVOIR PLAN, SECTION AND GENERAL NOTES E- I LEGEND, ONE-LINE DIAGRAM AND TELEMETRY/ L- I LANDSCAPING & I _ G-2 SYMBOLS & LEGEND C-2 ACCESS ROAD, (,RADI;�G, AND STORM DRAINAGE_ PLAN S--2 RESERVOIR WALL AND FOOTING DETAILS OPERATIONS ELECTRICAL FLOOR PLAN TREE_ REMOVAL PLAN o, G-3 ABBREVIATIONS C-3 ACCESS ROAD AND STORM DRAINAGE PROFILE S--3 PRESTRESSING DETAILS, MISCELLANEOUS JOINT DETA 1 LS, E-2 ELECTRICAL S 1 TE PLAN L-2 LANDSCAPING DETAILS G-4 GENERA!_ NOTES C-4 SW /.54TH AVE. STORM DRAINAGE PLAN & PROFILE ANO SEISMIC CABLE_ DETAILS E-3 ELECTRICAL PLAN L-3 ENTRANCE GATE DETAILS N C-5 RESERVOIR GRADING AND DRAINAGE SECTIONS S-4 ROOF P,E I NFORC I NG DETAILS AND ROOF JOINT DETAILS t_-4 TELEMETRY INTERCONNECTIONS & VAULT L.-4 EROSION CONTROL PLAN C-6 ROAD AND PIPE SECT I ONS AND STORM DRAINAGE DETAILS S-.5 COLUMN, ROOF VENT AND FLOOR JOINT DETAILS ELECTRICAL. FLOOR PLANS C- 7 SW 154TH AVE WATERLINE PLAN & PROFILE S-6 PIPE ENTRANCE DETAILS & DOWNSPOUT DETAILS C-8 ACCESS ROAD WATERLINE PLAN S- 7 LADDER AND RAILING DETAILS C-9 ACCESS ROAD WATERLINE PROFILES S-8 OPERA T I ONS BUILDING PLAN AND DETAILS F C- 10 SITE PIPING PLAN - - — -- - c� OWN ENG I NE�R- I.f4L � w. I )4 menue C— 1 1 WA TERL !NE VAULTS, PLANS, SECTIONS AIVU DETAILS CITY OF T I GARD MURRA Y, SM I TH & ASSOC I A TES, I NC. I o 13111198-0042 C— 12 STANDARD WA TE_RL l NE DETAILS 1 LS CITY HALL 171 SW SALMON, SU I TE 1020 + � t311P 98-0048 `" � �"�10610!+ 13125 SW HALL BLVD PORTLAND, ORE 97204 ! % Pl M 98-0027 T/ GARD, OREGON 9 722,3 L. Page 1 of' 12 ORMON L-L TAX 600 MAP 2S 1 5 DB T.S2, R. I W, S5 SE & SW Coe 30, WASHINGTON COD TY CASE FILE 96-480—SU/D s NF fir, U NEW IMPERVIOUS AREA = 0.98 ACRES 96-0341 .201 EXPIRES 6-3C-9-I 9ti,r �j r s ' ti1P If this notice appeal clearer 111,111 JUN 0 Z 2000 d cumenf the document is or 111111-261,11 quality. t111Ct't1�Illlll'C1 - i ff911"'iI ��,,�lii�► I��� I � I � I ►�'"' �*(�iI • II �II ���•� � I�;'��.. I •l, ...lrl...i II .��I I���i�l aINCHr I { III i I I I l i ! �lil I�III�I �II! {NAD[ IM d11NA c 41 I , I I I s, as ---- is {{� f1� I I IIII III (��.I f �1 1 i I li{ III 11��1i 1 lii�.._�.I I inrl ,* . .. , i Il�nr rlr�4u i II 11 In rlr it r u u�r - ;,, 1111111111111 IlL l LJ f 1, . ! I. ISI III�II11 1►i ! ! c 11u111111 I.III nlllll.4 I i .. iil l ..Ill1.. .I ltl.i}In. rniiilllluli.1.1.ltn.....�trnl�lll�lrllrnrllltl{Ilrr X111,111 •111 i tl :Ili,s i, I„l . il,ir= Itl :nl r:l�il I rl ll, I) f ll.!� _.._. .... !._... ..{.1.. .. .. .U.� L. .1..�. tl 1 I I I I I I i t , :r r - , Y VI fir dYs � QI i r I 1 Jr. } l .a y ���I Iii i• � *•� r*� � Al Y' it I r PIPE SYMBOLS VALVE SYMBOLS TOPOGRAPHIC LEGEND & NOTES PLANT SCHEMA T I C BUR IE.D PLAN T SC'H MA T I C EIJVSTING PROP SE �_.�_-� - } ------- WELDED JOINT --- — U_ -A ---j I �-- BUT TE.RFL Y VALVE WA TERL I NE — 16"W -- 16"W—'—" FLANGED JOINT -----�— -- �— — ---- '}-- GATE VALVE ELECTRICITY — E E -- -- _ GAS — 4"G - 4"G --{)--- GROOVED ENO JOINT �-- �-�"� --� GL OBE VAL VE _ _ - TELEPHONE/TELE.ME TER - T T �____` � ----- — ------ MECHANICAL JOINT �— { ',}----- BALL VALVECARL E TELEVISION -- CATV —CATV--- ---+�-- PUSH—ON JOINT (RUBBER GASKET) -- BALANCING VALVE SANITARY SEWER LINE --- 8 liss SANITARY SEWER FORCE MA !Id-- — 6"FM --�--6"FM--- �_ __ --- ---- FLANGED COUPLING ADAPTER � � ----��--- D 1 APf-IRAM VALVE STORM DRAIN ---- 8"SD --'8"SD--- - - - FLEX I BLE_ COUPL I NG -- ----- PLUG VALVE (TOP) _ DRAINAGE DITCH _ --- - FLEXIBLE COUPL I NG W/THRUST RINGc=1VT::1 -- PLUG VALVE (SIDE) CUL.VERT = - - }---- 18"D 4 � � - ELBOW UIQ FENCE --x-X-x-.--X ---x—x— --x—x—X--x—x-x- - � ----Q 3-WAY PLUG VALVE CEN TERL 1 NE ------ -------- �� � C--+----- ELBOW DOWN - - - �. SWING CHECK VALVE EA SEMEN T;PROPER T Y L I NE _ ® � ------iU-�- TEE UP DOUBLE CHECK ASSEMBLY EDGE OF PAVEMENT/AC !a-- CURB -- -+-e-f--- TEE DOWN BALL SWING CHECK STRUCTURE OR FAC I L I TY ---Ff}-F--- LATERAL UP -i - - SILENT CHECK VALVE TREE/BUSH LINE '`~ - LATERAL DOWN I �) GUARDRAIL PRESSURE REDUCING VALVE �! ROCK WALL CONCENTR I C REDUCER J _ - ALTITUDE CONTROL VALVE_ RAILROAD TRACKS - --�--- ECCENTRIC REDUCER CONTOUR MINOR ---� UNION -71SOLENOID VALVE � CONTOUR MAJOR 6--� ------� BLIND FLANGE MANHOLE O ., -{ REL 1 EF VALVE CAP AIR INJECTION SYSTEM - BLOW-OFF ASSEMBLY - LONG SLEEVE ----���--- NEEDLE VALVE -�� AIR RELEASE ASSEMBLY }-- FLEXIBLE COUPLING --- HOSE VALVE FIRE HYDRANT ASSEMBLY L CAPPED END OR PLUGGED ENDREDUCED PRESSURE BACKFLOW THRUST BLOCK Q PREVEN TER W/GATE VALVES UTILITY POLE -o- FITTING GUY WIRE —� --� SECTION AND DETAIL DESIGNATIONS MISCELLANEOUS PIPING SYMBOLS CATCH ELAS I N/FIELD INLET M WATER METER a Uj Uj SECTION DESIGNATIONS DETAIL DESIGNATIONS - STRAINER NER o - S 1 GN -� SECTION LETTER DESIGNATION DETAIL NUMBER � A 2 CLEAN-OUT O O -- }---- S I G14 T GLASS 2 * .� � ISHEETFns * PULL BOX/JUNCTION BOX �SHEET WHF_RE SECTION IS SHOWN WH_•„� 0_TAIL I5 SHOWN PRESSURE GAUGE W/COCK � BENCH MARK � S SECTION LETTER DESIGNATION PRESSURE SWITCH W fCOCK TREE_ DEC I DUOUS I SECT 1 ON A DE T A I L 2 TREE CON 1 FEROUS a SCALE I SCALE ��.SHEET THERMOMETER SHEET FROM WHICH SECTION FROM WHICH DETAIL L_ I GH T POST # Q) WAS TAKEN * IS CALLED OUT * ROTAMETER SURFACE ELEVATION + 176.63 + 176.63 * NOTE: IF PLAN AND SECTION FOR DETAIL CALL—OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS Q) RE-PLACED WITH A DASH. CM� METED FINAL GRADING SLOPES 4H:yl V T 4H: 1 V S I DE:VVAL K - - �- u W ------- — _ --- -- NOTICEMLN �� SHEET -- — Cl 1 DESIGNED �� 10610++ _ ------- - -- - -------- Murray,SmithUssociates,Inc. CITY OF TIGARD n 4"' Avenue __—_--- – -------_--__._ ____ --�---� _ HCM — �. -- Engineers/Planners SYMBOLS & LEGENDS G- 2 __j 13„p 9x-0042 _ _�___- __________—____.— ___- DRAWN _ Cff FMMMAW IUP 98-�j048 - --_ _____—______—___� _—___--_-_ IF THIS BAR DOES QAfllC10li �- - - �- NOT MEASURE 1" JLH ,� �i 30 �000 �, - ORMN MENLOR RESERVOIR C� I1I,M 98-0027 ---- ----- -- -- - THEN DRAWING IS ��! t� 1?1 Salmon, Suite 1020 Phone v Mage 2 of 32 — ----__--_--- — —.----- NOT TO SCALE CHECKED E',p L . H��• � S.W.,. 503 ?.,�5-9010 / Portland, Oregon 97204 Fax 503; 225-9022 � 2 OF �Z ICU. UAI t BY REVISION EXPIRES 6-30-97 � PROJECT NO,: 96--0341 .201 SCALE: AS SHOWN DATE: JUNE 1997 A If this notice appears clearel• than file JUN 0 Z 2000 1; v umelit, the document is of marginal qualify. 1111C1'0l11111CC q �. }•s a vA” �,y i, 1 - IM y •I s I(1(I;I !{!{i�l�l�l�l I�I�l�l�l� 1�'1�TIl(�(i�l�! Ijl�i�l�i�l{ { I i� � i ijii i fjli;jli!lijl !li{lii�i�l�=,I I Ijlilj!iijl;I;I I INCH MADE IN CNM1A ,!- F 1 Iiil f 1" Iliii 11111 .111III!Ll!.il �l!1llli�I�It,ill�1'Lllhtlilil'_.,lul !ILIIII{.111 i,., .•ti I11�I.iil.!t�1i!1E!!11!!{Il.III�!?!Ills I,!!I111►, ,�, IIIIIIIIII?IIIIIllullll{nll{IIII!:Ilhln1111,1111Endi ,111t� ,IILtl 1 1 ,1I::111ttI,I I1tlllln,, 1�111111111{111 II. : / . r 1: r K r MAMMA wi MINI GENERAL NOTES: 1. THE CON i-RAC'TOR SHALL POTHOLE AND VERIFY LOCATIONS, ELEVATIONS, TYPES AND S I ZF_S OF' ALL 17. ALL STRUCTURES, LOTS, CURBS, SIDEWALKS, FENCES, WALLS, PIPING AND UTILITIES DISTURBED 10. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTAL-LED AT THE BEGINNING OF CONSTRUCTION EXISTING UT I L I T 1 ES PRIOR TO CONSTRUCTING NEW P I P I NC, FAR ENOUGH IN ADVANCE. TO ALLOW DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL. MEASURES MAY BE REQUIRED TO NECESSARY ADJUSTMENTS IN GRADE_ AND SHALL NOTIFY 1_NG I NEER OF NEED TO ADJUST PIPING ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. SEE INSTALLATION ACCORDINGLY. POTHOLING SHALL SUFFI C I NTL Y PRF_CEDE. LAYING OF PIPE TO ALLOW SUPPLEMENTAL INFORMATION IN SPECIFICATIONS FOR GRAVEL CONSTRUCTION ENTRANCE. REQUIRED ELEVATION ADJUSTMENTS TO BE ACCOMPLISHED WITHOUT REWORK. ELEVATION ADJUSTMENTS 18. CONTRACTOR TO OBTAIN AND COMPLY WITH WASHINGTON COUNTY PERMITS AND SHALL BE EXPECTED AND ARE INCIDENTAL TO THE WORK. DEFLECT PIPE AS REQUIRED AND WITHIN REQUIREMENTS FOR WORK IN, AND RESTORATION OF, COUNTY ROADWAYS. MANUFACTURER'S TOLERANCES TO AVOID EXISTING UTILITIES AND COMPLETE 7-/E- /NS. I /. F I L TER FABRIC INLET BI.RR I ERS SHALL. BE INSTALLED AT' NEW AND EXISTING STORM INLETS TO PREVENT SEDIMENT AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 19. ALL PIPING SHALLHAVE A M 1 N 1 MUM OF 3 FEET OF COVER FROM TOP OF PIPE TO STREET GRADE OR 2. ALL PIPING TO BE RES TRA 1 N.ED JOINT PIPING UNLESS OTHERWISE SPECIFICALLY IDENTIFIED AS: OTHER FIN,I SH GRADE, UNLESS O THER W I SE SHOWN OR APPROVED BY ENGINEER. FOR RES T n A I NED JOINT PIPING; & FOR STANDARD PUSH-ON JOINT PIPING. SEE SPECS FOR TYPES OF 12. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED, SEE SPEC I F I CA TIONS. RESTRAIN , . 20. OBTAIN AND COMPLY W 1 TH ALL PROVISIONS DETAILED IN THE SPECIAL APPROVAL AND DEVELOPMENT REVIEW FOR A 3. 5 MILLION GALLON WAFER STORAGE RESERVOIR FROM WASHINGTON COUNTY DEPARTMENT 13. PA VEME.N T SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 3. BACKFILL AND SURFACING REQUIREMENTS ARE IDENTIFIED ON THE DRAWINGS AS FOLLOWS. ALL OF LAND USE AND TRANSPORTATION LAND DEVELOPEMENT SERV I CES, AND THE EROSION CONTROL BEDDING AND PIPE ZONE BACKFILL. TO BE GRANULAR. SEE. SPECS AND DETAILS. REQUI RE-ME NTS DEVELOPED BY THE UN I F I E_D SEWERAGE AGENCY. 14. SEEDING SHALL. BE PERFORMED NO LATER TVAN SEPTEMBER I FOR EACH PHASE OF CONSTRUCTION. AC BACKFILL TO BE COMPACTED GRANULAR AS NOTED IN SPECS & ON PLANS. PLACE_ AC PAVEMENT 21. DO NOT REMOVE TREES (GREATER THAN 6" DIA) UNLESS THEY HAVE BEEN PREVIOUSLY IDENTIFIED I N { AS SHOWN ON PLANS, RESTORE AC PAVEMENT 3- I NCHES THICK OR TO EXISTING DEPTH, THE FIELD FOR REMOVAL PER ENGINEER. 15. IF THERE IS EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM NOVEMBER I THROUGH APRIL WHICHEVER IS GREATER, PLACE CONCRETE TO MIN 4- INCHES THICK. REPLACE/CONSTRUCT 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT ACCORDING TO THE TECHNICAL EXIST 1 NG CURBS AS REQ'D. GUIDANCE HANDBOOK. 22. FINAL LOCATIONS OF ALL VALVE BOXES, A i R RELEASE VALVES AND BLOW OFFS, SHALL BE FIELD L GJ BACKFILL TO BE COMPACTED GRANULAR AS NOTED IN SPECS & ON PLANS. SURFACE TO BE' L OCA TED PER ENG 1 NEER. GRADED GRAVEL. 16. ESC MEASURES SHALL BE REMOVED BY THE CONTRACTOR WHEN VEGETATION IS FULLY ESTABLISHED. FN]U BACKFILL rO BE. COMPACTED NATIVE OR APPROVED IMPORTED MATERIAL. LANDSCAPING OF ALL 23. PROVIDE "AS CONSTRUCTED" DRAWINGS INDICATING ALL CHANO`,, /N GRADE, ALIGNMENT, FITTINGS AREAS DISTURBED DURING CONSTRUCTION SHALL CONSIST OF FLAC I NG OF TOPSOIL AT A AND MATERIALS !NSTALLED AND ANY OTHER UTILITIES OR OBSTACLES NOT SO INDICATED ON 71-it SE 17. NOTIFY USA INSPECTION DEPARTMENT 24 HOURS PRIOR TO ANY WORK ON SITE. MINIMUM DEPTH OF SIX INCHES, FOLLOWED BY HYDROSEED I NCS (BARK MULCH WHERE NOTED) PLANS. EXCEPT AS O THER W I SE REQUIRED BY PL.A.N S. 24. ELEVATION DATUM REFLECTS BENCH MARK #124, ELEVATION 233. 79. BENCH MARK IS BRASS DISK 4. BORE HOLtS ARE REFERENCED IN GEOTECHNICAL INVESTIGATION REPORT OF DEC 1996 BY APPROXIMATELY 23' NORTH OF CENTERLINE OF SCHOLLS FERRY ROAD NEAR EAST ENTRANCE TO ROCK GEOTECHNICAL RESOURCES INC. (GRI). THIS REPORT IS INCLUDED AS SUPPLEMENTARY INFORMATION AND QUARRY. BASIS OF BEARING N00014'49" ALONG CENTERLINE OF SW 154TH AVENUE SHOWN ON WASHINGTON IS FOR CONTRACTOR REFERENCE ONLY AND IS NOT A PART OF THE CONTRACT DOCUMENTS. COUNTY PLAT BOOK 97 PAGE 23. 5. SEE SPECIAL PROVISIONS OF SPEC 1 F I CA T I ONS FOR SPECIAL CONSTRUCTION SCHEDULING. EROS i ON CONTROL NOTES: SED I MENT FENCE NOTES: 6. ALL CONCRETE SHALL BE A MINIMUM OF 3000 PSI STRENGTH. I. CONTRACTOR SHALL INSTALL AND MAINTAIN EROS I ON/SED I,MENTAT ION CONTROL DURING 18. THE FILTER FABRIC SHALL BE PURCHASED i N A CONTINUOUS ROLL CUT TO THE LENGTH OF THE CONSTRUCTION (ANY TIME OF YEAR) PER THE "EROSION PREVENTION AND SEDIMENTATION CONTROL.. BARRIER TO AVOID USE OF JOINTS. WH:,'--N JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPL I CED 7. SEE DETAIL 4 FOR THRUST BLOCK DETAILS. PLANS AND TECHN I CAL GUIDANCE HANDBOOK" DATED FERRUARY 1994 AND UNIFIED SEWERAGE AGENCY'S TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6- I NCH OVERLAP, AND BOTH ENDS SECURELY t c,- 12 DES i GN AND CONSTRUCTION STANDARDS, R & 0 96-44, CHAPTER 8. FASTENED TO THE POST. 8. LGCA T i ONS OF EXISTING UTILITIES ARE BASED ON I NFOF MA T I ON SUPPLIED BY THE UTILITIES AND CONSIDERED APPROXIMATE ONLY, AS REQUIRED BY STATE LAW, THE CONTRACTOR SHALL OBTAIN UT!L 1 TY 2• APPROVAL OF THIS EROSION SEDIMENTATION CONTROL (ESC PLAN DOES NOT CGiVST I TOTE AN 19. THE Fit TER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE LOCATES PRIOR TO COMMENCING CONSTRUCT/ON,CONTACT UTILITIES PR i OR TO CONSTRUCTION AND APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.: SIZE AND LOCATION OF ROADS, P I PES, FENCE POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET APART AND DRIVEN SECURELY INTO THE GROUND COMPLY W 1 TH PROVISIONS OF ORS 757.541 TO 757.571. RESTRICTIONS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). A M I N I MUM OF 24 1 NCHES. 9. RESTRA IN ALL VALVES, TEES, BENDS, AND FITTINGS UNLESS OTHERWISE NOTED. .ALL FITTINGS TO BE 3. THE IMPLEMENTATION OF THESE EROS I ON/SED 1 MENTAT ION CONTROL (ESC) PLANS AND THE 20. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SUPPORT FENCE SHALL BE FASTENED t MECHANICAL JOINT UNLESS OTHERWISE NOTED. CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST I INCH RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND LONG, TIE WIRE OR HOG RINGS. THE W 1 RE SHALL EXTEND INTO THE TRENCH A M 1 N I MUM OF 4 INCHES VEGETA T I ON/LANDSCAPING IS ESTABLISHED. AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 10. ALL FLANGE CONNECTIONS TO BE PROVIDED WITH FULL-FACE GASKETS. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY FLAGGED IN 21. THE STANDARD STRENGTH F I L TER FABRIC SHALL BE STAPLED OR W I RED TO THE FENCE, AND 12 11. PROV I DE POL METHYLENE ENCASEMENT FOR ALL P I P I NG W I TH I N TEN (!0) FEET OF EX, I ST I NG GAS MA I N THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCT I GN PERIOD, NO DISTURBANCE BEYOND THE INCHES OF THE FABRIC' SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE ACCORDING TO ANS I/AWWA C 1051A21.5. FLAGGED CLEARING L I M 1 TS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO CONTRACTOR FOR THE DURATION OF CONSTRUCTION. EXISTING TREES. 12. HYDROSTATIC TEST PRESSURE SHALL BE 150 PSI AT THE POINT OF THE LOWEST ELEVATION OF THE P 1 PF_ BEING TESTED. 5. THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL 22. WHEN EXTRA-STRENGTH F I L TER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH ' CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SED I M1ENT AND SUPPORT FENCE_ MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR W I'RF_D 13. UNLESS NOTED ON T' L _ ' WINGS OR SPECIFIED OTHERWISE, ALL WORK is TO BE CONSTRUCTED IN SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF THE ABOVE STANDARD NOTE FOR STANDARD ACCORDANCE WITH THE 4:).:. i RECENT VERSION OF WASHINGTON COUNTY STANDARDS AND THE OREGON WATER STANDARDS. STRENGTH F 1 L TER FABRIC APPLYING. I ADMINISTRATIVE RULES CHAPTER 333. W Cl_ 6. THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 23.- SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT 14. COMPL Y W I TH OAR CHAPTER 3.33 RULES FOR REQU I RED WA TERL 1 NE - SEWERL I NF_ SEPARA T I ON AND S/ TE CONDI TIONS. DURING THE CONSTRUCTION PERIOD, THE ESC . AC I L I TIES SHALL. BE UPGRADED AS BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. CROSSING REQUIREMENTS. NEEDED FOR UNE XPEC TED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN :"1A TER DO NOT LEAVE THE S I TE. 2.4. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT C`J 15. CONTRACTOR SHALL PROVIDE' TEMPORARY TA°S ANT) FLOW OFFS AND THRUST BLOCKING AS REQUIRELEAST DAILY' DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE 1 MMED I A TEL Y. TO FAC I L 1 TA TI_ FLUSHING, TESTING, AND D I S I NI ECT I ON OF WA TERL I NES. AT COMPLETION C-1 r- 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MA I NTA I NED AS � DISINFECTION, REMOVE TEMPORARY TEST TAPS AND REPLACE WITH PERMANENT PLUGS. SEE DETAIL I NECESSARY TO ENSURE THE I tR CONTINUED FUNCTIONING. FOR TEMPORAPY BLOWOFF C- 12 25. SEDIMENT FENCES SHALL BE INSTALLED AT THE TOE Cr FILL Sf_OPES AND OTHER AREAS IN SUCH A I MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 8. THE ESC FACILITIES ON INACTIVE S I TES SHALL BE INSPECTED AND MAINTAINED A. MINIMUM OF ONCE t 16. CONNECT I ONS O E.• I ST I NG WA TERL I NES MAY REQUIRE TEMPORARY SHUTDOWNS OF EXISTING A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. FAC I L i T I FS. THE CON TRACTOR SHALL COORD I NA TE TH I S WORK W I TH THE C I T Y AND PRO I DE A M I N I MUM UF- 72 HOURS ADVANCE NOTICE PR 'OR TO PF_RFORM 1 NG WA TERL I Nt TIE- IN WORK. CONTRACTOR TO o VERIFY WITH CITY I F EXISTING LINES ARE TO BE DEP.RESSUR I ZED PR 1 OR TO PERFORMING TH l S WORK, 9, AT NO TIME SHALL morc- TkIA T ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A SEE SPECIFICATIONS FOR SEQUENCE OF CONSTRUCTION REQUIREMENTS. OPERATION OF VALVES SHALL BE TRAPPED CATCH BASIN. ALL CA P"i-I BASINS AND CONVEYANCE L I NES SHALL BE CLEANED PRIOR TO BY CITY OF T I GAI?D ONLY, PAVING. THE GLEANING OPERATION SHALL NOF FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM I co tJ -- - - ---- - --- NOTICE - VJ -- -- -- - -- [ SHEET I Ja... Ven e- _ MLH _ i� r BUP 98-0042 _.._ ___.___._ - _ - - _ --- _ _---- - -_ DESIGNED ` �►aANAB - - / HUP 98-0048 _ ----- -- -- - ---- - --- - - 0 1 �' 10610 ----- Y �^�- ---- -_---- J -- = Hem �' = _ Mu1'�ay,Smit &Associates,Inc, CITY OF TIC#ARD PLM 98-0027 - -- _ -_ - _ -- En iae.ers/Planners �rnr of GENERAL NOTES G- 4 W -Page 4 of 12 --------- -- - _ --- ---- - _. - - - DRAWN -J IF THIS DAR DOES AGN - - ----- ------ -_-- -- --_ - NOT MEASURE 1" _ JL.H ,, � oe° olt�ON MENLOR RESERVOIR - - _� _�_ _.__.__ _- __ -__ ___ __ THEN DRAWING IS _CHECKED q'yF ��� 121 S.R. .'almon, Suite 1620 Phone 503 225-9010 NOI TO SCALE S L . H� •, - -- --- - -- - - - -- - Portland, (,�egon 91204 Fax (503) 225-9022_ 4 OF 3 NO. DATE BY REVISION EXPIRES 6--30-97 -- PROJECT NO.: 96-C341 .201 SCALE: AS SHOWN DATE: JUNE 1997 I � r i If this notice j�ppca.•s clearer III-an thr JUN 0 Z 2000 umcnt, It,e dodo ect is of nmuizimd quality. ' Illl( 1'O�11111( C� - ` :. _ .. �rl�Clll llllllillilll I Illltli�i,l i I I III I II, Ir,l � i� I��,�.,L �I�+ � �Iil I'.. i�III I II III SII t � ►Il�lll�lii,ll Ilil��lill I I!I it IMIGN MAKIN CHINA "; I Il 1 1111' f III I II I I 'I' ill 1 1 'Iii lli'll' ii, 17 11111 11 i i' li 1' I I 111E 1 t tt :'t ""t 11 In tlt, 1 u t tt ,tt Ent , lu n 1 t :u •, . �I,,IIIIIII�Li�III�LI)I.�IIIJ�II�,,UL� tll�.l)IIl1. ..�1{III,I IIIIi.I,I � .IJI i,,.lti,I,, I,.,L.I,iI, .Ill,l,.,.,..,1.. ..lll�llL.,Ii..ul,lillnllli.11l.Itl,.,.1.�ttl,rrr,.�lrl: tsrs��i,ttii,lll„�ieslt,!,,i ►Iltl,!i,.,IIeI1„= I,III„►I..tll�iiilllil, i:lll,il�IIIJIIIIIttlillr. W . ............. 301 13ik4ae , 'r. 377.90 SO"14'49' W 615,64' T_ CURVE DA TA CURVE RADIUS LENGTH TANCENt' CHO'?D BEARING DEL TA CITY OF TIGARO TAX LOT 400 0/ 50' 78.83 50.30 70. 92 S45024'56 "W 90020' 14" 02 50' 10. 71 5.37 10.69 S05053' 14"E 12016 '05" C3,� 79.5' 35 7.96 98.21 123.58 N38°59'22"E 25-1058'44" __ - __ _ / ; 00 C) MORN I NGS I DE ob DE VEL OPMEN T CN 00 EXISTING PRV VAUL T 225.001 NEW 3.5 MG y RESER VO I R OVERFLOW EL=410' LQ C) v: - -- - - I > I S C I TY OF T I GARD 00 x00 J N Jz TAX LOT 6 CENTER OF TANK I or Q) 00 _ - -\i�� N4479. 73 I cl TREE ROUND IN j v E5220. 14 I ESTATES 11;::C w Z 00 PA VED If Cl) 07 POT= I 1 + 78,39 AROUND TANK Cr- FUTURE PUMP ACCESS ROAD \� C�Lr-) ►Cl) Soo 33'1 1 T 348. 16' 3 1 6' TYP q: - 0� I 3 \ aN4559.23, E5220. I V, OUTLE (n NG TEMPORARY 12+00 -- W 00 (N VAULT STA T I ON PIPING STAGING AREA OPERATIONS k (0 LO S E NOTE 2 CN ON-S I TE WORK, EXIST 0 + P SEE SPECS (Z)00 9,��00 YL M T FOR (J - BUILDING—' A I I C) + (1� i 14 HOUSE 0 00\ o 11 ? \ �t�� \ XFMR- (D + C) 12 W I DE PA VED -Nv)— S. W. 5 4 T H A V E -A.QCESS ROAD 0 9*00 11 + 41AI/S (y) L INLET PIPING S00014'49"W = TQ SCHOLLS FERRY RD G Vt D C'\J o \ + __4 VA UL T wy 1.6 V- POC=0+35. 7lb 01, 0) 1�_ 001116T - 7+22.24 BACK cr) (J-4 0 1 -1079.3 Lo \ 0) - 5 2 12+ 76.59 AHEAD N5206.8 7, E + N4559.23 Il REMOVE Q) o CD Q5 EXIST I + E512 1.93 M cA I r4-) + + GARAGE SOQ`/ 4'49 W (N EOP 0 SOO 14'49 W 965.64 7- ------ T V) LLJ 520'V- Ln in w I BULL MTN. C6 MEADOWS + c) r C)Iv) 25 1 BULL M TIN. UTILITY TY MEADOWS ROW NO TES: C) aAlY 1. SEE SHT C-2 FOR ACCESS ROAD GRADING AND SHT C-3 FOR ACCESS ROAD PROF I LE. 2. A PORTION OF TAX LOT 600, AS SHOWN, IS AVAILABLE FOR CONTRACTOR TEMPORARY SCALE: 1 " 50' STAGING AREA FROM JULY 1, 1997 TO SEPTEMBER 30, 1997. MAINTAIN ACCESS TO RESIDENCE AND PROTECT EXISTING TREES 8\1' INSTALLING PROTECTIVE FENCING AT rn DRIP LINES OF TREES. ti SHEET NOTICE TIWIZ N W, 1,14 Aventle ------ MLH RUP 98-0042 DESIGNED Muffay,S __ ___ _____ 0 h 1 10610 mi th Ussoc iatesj oc. f3UP 98-0048 HCI CITY OF TIGHARD PLM 98-0027 DRAWN .- Engineers�PlannersCrrf OF MMW SITE PLAN Page 5 Of -32 C_ I _j IF THIS BAR DOES LL NOT MEASURE 1" JLH 30• + 0?JMN MENLOR RESERVOIR THEN DRAWING IS CHECKED 121 S.W. Salmon, Suite 1020 Phone 503� 225-9010 NOT TO SCALE Q) Portland, Oregon 97204 Fax �503 225-9022 5 OF 32 ol I " 50' DATE: JUNE 1997 NO. DATE BY REVISION EXPIRES 6-30--97 PROJECT NO.: 96--034.1.27 SCALE: -s cle -er man (lie JUN 0 2 2000 ir oii.4 notice appcm a jilleill, file document is of 111,11-gillal (Ilvdify. d 11licrohinied !If 1-IT M1111 TITT11 ; ti l I ��ti:�l�,�l�� I�i�l;��l��� i, i �il� ISI( III i� s���i� `��i.1l :, �l ��� t� Ali Im" MME III CHMA IT T4T T I _7777_1 11 FfIll 141 111111 00, E V AI�M CH DITN. CH C IE W/ DITCH INLET OPENING, TYP. \� 2, INSTALL 40LF OF 12" CL YCONC CULVERT PIPE. MATCH CULVERT IE \\\\ \� ` \\ �\ IN N, \\`\` MORNINGSIDEPROVIDE \ \ J \ \ \ \ N. \ \ N, 70 EXIST DITCH 1 E. AT EACH END OF CULVERT CL 50 R I PRAP, \ \ \ \ \ \ \ NN \ DEVELOPMENT 3' x 3 , O MIN 12" DEPTH. \\ \ \\`\\\\ ` \\\ \ IN N \ \ \ 4¢S -N APPROX IE IN = 296. 15 \\ \ \ \` \ \ \ \ \ \ \� �� \ \\ APPROX 1E OUT = 294.21 - I APPROX SLOPE = 0.0486 FT/FT -- - - I - - - - --- - - - - - - � ' - �' `� ; - - - - - 3. CONNECT 10" PVC TO EXIST STORM, EXTEND 20', SLOPE TO MATCH \\ \`\ `\\\\\ \ �\ \\ N. EXISTING DRA I NAGE DITCH SLOPE & BACKFILL TO GRADE. INSTALL 3' x 5' x 12" DEEP MIN ENTRANCE PAD OF CLASS 50 RIP-RAP. IN \ 4. INSTALL 10' WIDE DOUBLE LEAF, HEAVY DUTY STL GATE PER OREGON DEPARTMENT OF TRANSPORTATION STANDARD DWG NUMBER 2117 TYPER30 ��� � � H � � '_ _ - - "- - - - - - - - CL-6R WITH TUBULAR SECTIONS. LOCATE GATE PER ENGINEER. \\\\ ` \ \`\`\ - - -- \�"����1`\\\ 5. DITCH INLETS, AREA DRAINS CURB INLETS AND MANHOLES SHALL BE \\\ `\ ��� _ \\ �} CONSTRUCTED I N ACCORDANCE WITH UNIFIED SEWERAGE AGENCY STANDARD ` - -- - - 11 \1 \ .jam, \ ` \ ` 3'-6 \ \ \ \ \ \ \ \ \ \ \- , - _- _ TOF OF-ROCK \ \\\\ \\\ 1 \ P PLANS AND SPECIFICATIONS. `�\\ \ \ \ \ \ `� q # \ �Yf� - _ \ \ ��\ \\\\\\ \� \\\\ \ K \ \\ \ \ \ \ \ \ - CUT SLOPE- DITCH 1 �\\ \\ D I TCN 1 NLETS - DWG NO 250-ST, 260-ST �\ \ \\\\ \\\ .$T y., T N, \ \\\� \� \�\\\�\\`\� \�� \\ J AREA DRA I NS - DWG NO 220-ST, 230-ST - ( \\\ \ \\ \ \ \ t \ \ \ \ \\\ \\I CURB INLETS - DWG NO 14OA-ST 1406-ST 150-ST MANHOLES - DWG NO 010-ST, 020-ST 110-ST, 120-ST ` WATER QUAL I TY MANHOLE \ - DWG NO 100-ST - �\ \ \� . \ \ \ \ \ \ \\�\ \\ \ \\\ \ \ � o STORM WATER QUALITY FACILITY DETAIL SEE ` / - \ \ ` \ \ \ \ \ �� � �--F Z \ N \�co�`�`\\\ \\\\\\\\\ \ 7. ACCESS ROAD SECTION, SEEg & \/ SEE CSM : \ \ FOR Y ROUND \ \ \ \ ` s \ \ 8. BEFORE 1 NSTALL 1 NG ANY P IPE THA T W I LL BE LOCATED ABOVE THE _ \\ �s0 - `\ ` \ ` \ \ \ \�\\ \\\ \� \ \ \ EXISTING GROUND SURFACE, CONSTRUCT THE SPECIFIED AND SHOWN \ \_ ;- __- ESTATES \ \ \ \ \ \ \\ `\ `: \ \ \\� \ \\\\ \ \ EMBANKMENT AT LEAST 10 FEET ON EACH SIDE OF THE PIPE AND TO �38 \\ `\ \ \ _ _N EMBANKMENT - - - \ N" A HEIGHT OF AT LEAST THREE FEET ABOVE THE TOP OF THE PIPE. \ c l TVI +1 = C S RD 1 / 0+2X\ W ' U 11 \ \ \��\\\ �\\ \ \\ \\ \\\ `\\\ \ N. TA 0 2 , 61 IT I \ CI 2� \�� 1 �h� �1�1��\� \\ \\\ \ \ \ \ \\ \ - I IM�2� \ \\ - 1 I 1 �T= III { • \ �\ \ \\ \ l \\ \\L\ \11\ \\1� \\\�\ \ \\ \ \ \\ \ \ \ \ \ � _ _ - \ ' R9+o� � ' � ,7� �-�Drl� - � � - L T ---- _ - - \\ ,\\� FM HOUSE C \\\ ` Pi -- �'9011� TE I HB \ E �\ � �\\\ \��\�\�� \�;`, - - - - - - - Waw OPEBLDGNS \\�� - F _ -AT -1p6SD-- C = _ y\ �\�1 _ N. II ` a� g 5\ y CO \\\\ \ \\ \ \ \ \\ \�\so\\\\ \ \\�\ \~ fMR 39- 1 \ \ A3Q' \ \ t�1 r W & >" fit\ \\ \\:�;\ ` z • — _ f� 7 1 N W `d Y �SEESHAY\ -2 \ \ \\ � EE NOTE! 3 S A 0+1 Tp \•�A\��54 LN C S1F1 ­22.5 QUAL S x� \ 11 \ \ \ x Q ALIT' FACILIT , \ _ < \ \\\\ \ _ _ - - - --- - _ C N7ER I I , I \ C^ 1\�� Z� \\ I I I I II11 \ _ _'\ \\ ALL MH-1 \ ` � - - - - - - - --_-AUt� � .� _- - - - - I _7 - - - - N 55. 1y �v _ fes_ _ _ _ _ _ - _ 7aREA AREA - _ - - _ _ 73' IIi I I E5 63.6Q =' -� �\ \ � � ��\� � A 4+ 3=A �S A STA 6tSfr_ _ - - - -_ - - � 3T�4 1547 . _ - - -` - - - \ ; �R1 - +a�5tia'�r M 365. 1�"SQ, FIDP€ -AREA DRA ul _ - Z '-'� - - - R FM�387._J 0"-S9,-HDPE- vi �� OIYT= 585 � `� \` 50 5TAESS RD+STA-- -t .�i `ti7 T- v� _ - -- ��1E12UT=3B599 __ _ - - - � w - - - % > \ _ X111 \ \ \\ \ \ \\ � \ \ \\ `\\ \` \� ` EE SPELS� \\ � �\ SIM=381.64: AO,' SD,FTDRE, ` c cC> _- - - v> OUT=378 — 7`45 -01 -MEND MJ, ROLLED - \ �O DEMOLISH AND \ \ \ \ \\ \`\\ _ ` ` _ ` - _ _ - - ACCESS RD ST 74- 1E=373.0 /- c 5 Q REMOVE IST \ _ _ STA 3+32, 10' RT o gPGx6o,. ` CURB I LET rM-322.92, 10" SD, HDPE I 0 I 00 �1 + = nD 1 / \L /�./ \ IE OUT=319.09 I i I I I I I \x { STA 1+ 3, 8' LT I `t R 1 M=294.88, 10' SD, HDPE 1 i\\ x9 C-) X to I E OUT 292.05 tiX C.) p�5\cici `L0 \�°"oOhrOG�6 �7 2 °+ bry01Q / I \ I �cJOGG� 1� yry0 X60\t� 4� EXIST BULL MTN. 1 0 p N DRA I NAGE I j P6°\� J\HQ�O ���t{ DITCH I MEADOWS I ��\�r� / \ I I I I I �`�� ° �`��� ��� apo G� / / \ S / TE PPLAN yC�i4 I SPG SCALE: i " = 30' 13452 S.W. 134"'Avenue r�� U) BUP 98.0042 6UP 98.0048 W .PLM'99-0027 NOTICE ry� —- SHEET Page 6 of 32 ��LH - oxrre MUT a SmithUssuciates IIIc. ACCESS ROAD GRADING AND _ 0 1 DESIGNED 101110 yl ' , CITY OF TIGARD s`! �� _FICM DRAWNL Engineers/Planners «nrOFT*NW STORM DRAINAGE PLAN — � M IF THIS ASR E 1r" - MENLOR RESERVOIR O NOT MEASURE 1" JLH _ v Nlrss 1ssu r OREGON rn37191809_7 JLH USA PERMIT REQUIREMENT NOT DRAWING0 SCALES CHEI'KED ��ES i FE\\° i21 S.W. Salmon, Suite 1020 Phone 503) 225_9010 Portland, Oregon 97204 Fax 503)) 225-9022 6 OF 32 NO. DATE BY REVISION EXPIRES 6-30-97 PROJECT NO.: 96-0341 .201 SCnI F. 1 " 30' DATEJUNE 1 997 jr this notice appears clearer than the JUN a 2 I patent, the document is of marginal yualilJ• Il1.Ci'OfIIIJ1C� ' ' 1171pT11111{I{I{i I{I{I I I I'I I f f I I I I ! I ( i I 11 {III{:Illlil 1 1 I { I I I{Ij.{I(ilill I'i{III{1111 li I III{i{III{III{I I I{Illlllillll I( 111 OWN mat 0 Dash �llllllll II,JIfIJf�lffj!!I (IJO]II! _I(t1�01Iih(I!IIIIIlhIIIIIII!�IjIIIIII!Illllllilllll!!!{1111 II !IIIIIuii�ILLIIIIIIIIIIIIIIIIII!I!IIIIIIII!!II'}III!!,!rlllllllll{,lilll!Ii, 1111111", 11JI:Illhl1;11I;IIII'll !i11111111111111ii11 I --- - -150 VC -- PTVC STA 84-05 P I VC STA = 7+30 EL = 387.44 W) P I VC---EL -= 385. 7 - - - - 390 + ; A.D. _ - 13.68 K - 10.96 ---- V) 380 _--------- ao - U + yy _-.�- .- - ---� - 380 U � ' =--- CL i cn`Y II c6 e ` -' 18 SD 370 0 " ---�__.._. - - --- - -- 1 --- - - --- _- --t _ -- - --- ---- -- - ^ - -- SD SL J70 .. cnU -o r FT/FT U� p`,'`�' IS„ Sp O lgg N 360 �^ N 7U T _ _ Q360 N �- ��� rn EX 1 5T ROUND - '- L= 0 + cn c,+ o u o�Q ! rn AT ` R AD II1� vZ LLj Iiqr i a-Q 1••---E 00 N li �� �' � I ; I q +� rn III. _____ 350 - U +� �`� --- - -- - - - --- ------ - u { - i - -_ - 1�,t - I ^ 1 0 ! -- - �a- - F 350 w� O / � �F q Q Lq Q)z o Qj �zz?�io s �or� 00 - -.13� � "� -{- `v v,w d �_ w�, o; v - o o I + ►� o ado 51. 00 o o - t tv U L o Uh 00 Qc �- I - t 0) II 00 - �� + II I! cd �U ►� N- 3d01 15 w rn~ ,q,0- ,�rw - 150 VC - - - r �a - - �� ; 1 - ilk`' __(o - nom , I tl �'� -�¢ • ai- ,o j 340 - wW O u J P 1 vc sr� - 1+82.8-- z moo Z�. +�+ Q -o �Noio j �ti �"�et ++-� II IIS v� II na P I VC E = .298.96 I o N cn o U r\t� '` N O cp '� - NO cQ cp d a 00 A.D. - ID.28 0 ©►�,w ►- ��►�o; + II -�-� ; ,�Q -�� II �coallo K = 14.6 I ! ch i�� - N II II r+j / a,� 50 ,� N� ' u Q� ! �cn � W) "'00 N o j o 1 o Imo. ►-cnz + �i II IIS (NN IIS 1--•�. C� t�� + 00 :� ` II / F Q� ►- (nI i, nC ` + . I! II 330 -- q�n i1, oU ! w + 4 _M1 i j-- --- '^ q6Qc - ' U _ 330 3 I_V: I co z z z j / I Q - °�cn F' I �V) ® o �N Nao � �- -o / �QI�`�w �w Zi0 � sv-��i o Ij _ ` U _` z.c z ►- v, q c�n_�,ww cn �- o U I- J j 1- II Q) � !�N Q� - �Qowww cn ----I _ ,320 I _ tl- 4- _ -N � 0p a _� U. _ � 1 1 320 cv �n00 6 � o� p`�`� NOTE 4 � a w I CLAS "D" BAC FILL, TYP , I '; L c t o ,�� SE U E I rt t► rr , (60) ; _+cn�t- �,;� - - -- , �1 (CLAS D EQU LS USA C ASS B ,► j L Nw ��J !i ��m �N +r O II O 100 U /tt - - J eQ 1-_o�r rn II o 310 o v -t1-Q �� .��-- - --- -O ------ __ _.. - _------ - I- {8 _ -- NO T� � --- - --- ---- -- .-____-_- -- ---- - -- ----- _ __ .--- --- ._- - - - --- - - 310 LL. L4j �cn��� + w°�'N p SL=.061 FT/FT 1. SEE SHEETS C- 1 ND C-2 OR ROAD FLANS AND pgo r\rr� !I ��zz �j v HORI Z ;CURVE INFORMATION. II 2. ALL :�T RM DRA l AGE " I � q(n II ,� V)W z- o o - - P 1 P 1 G 10 AN LARGER _! of 1.cn=Z U N - -- ----- �`?: - - - TO.-B1_- DPE, ADS -12-UNL SS-L1 Tl l -l5�-- - - 300 j n�� - � _ - - o - _ _ �a�t - -- f - - - - - t - - - - 300 '-'�'-N U �Q� + I� NOTED, , AND PVC OR SMALL _R PIPING SEE Ucn 11 pU©�,�, - - SEE :v �>__, cn�t cn-.-- ® SPECS. Q-w ' FT/F NOTE 3 Q 3 3. FILL T BE PLACED & COMPACTION A CEP TED _ 5.6% - - 0920 I j n z i PRIOR TO PLACEMENT OF STORM PIPE OR 290 --SL=-4. 1 7% SIRIICURES.-- - ----- - --------- _ 18t� ,� SD � _ I - --- --- 290 18 S SL a 375 FT/Fill j Q 4, C-76 C`L I V SEWER PIPET BE I NSTA LED 1 N ' o L I EU OF HDPE SE ER P I PE HERE P I P COVER i L=.O 39 FT/FTI IS LESS THAN 3 T, MEASUR�D FROM B TTOM OF SL=.0173 FT/FT ! SUBBASE ROCK T TOP OF PI f PE. F - - - - �- - - - --- - - i - - 1 - -� 280 - - ------- ---------- _ - - i- - - - -- .---- -- -�_.. --- - -- ---- - - - I - --- --- ------ - - - --- -- . -- --- _ -- _- - -------------_-- 0+00 0+30 0+60 0+90 ! +20 1 +50 1 +80 2+ 10 2+40 2+ 70 3+00 34.30 3+60 3+90 4+20 4450 4+80 5+ /0 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+ 10 8+40 P I VC STA = 8-4-44. 78 430 I - - --I -- - -- P 1 VC STA = 8+- 8 - - ---- - - -1-- ---- - - - - - ----- --, 430 P I VC EL = 290.56 ACCESS ROAD (E PROFILE l _ q� ! P I VC LEV = 38 .48 1 - --- A - 7D VC SCALE. I - 30 HOR 1 Z, 1 = I 0 VERT �� A.D. = 2.22 50 VC - IN = 2.2.52 --- - r- K � 15.22 - 1 -- --- -- 310 42U - --- - - ---- -- --- -t--- - ----- � P 1 V� T A -. . 111- DD---- - 420 ! r, + QVC IEL = 393. 8 -- - --- IVC STA I2+01.6 I � 1 O - A o�q A °p i e Q O A. _ -8.6fi \ P I VC El. 385.40 LO Q)Q �t EXIST 1-- °Q ti _ + '�- CO GRADE N N ,"�' cn °0 °� K - 17.32 I A.D_ 0.68 II ao Q °' rn ---- -- _ _.. .._. 00 II 11 K - 3.53 J I STALL 5 I U N � � j j 1 � VC � II 300 - _ r� Iy ,f 300 410 - c� t`- - - 410 I - U x rn DWY APRON 8.810 -� Q II Q a. W a�, / Q -�--5G VC 1 rn U N cin 1-Z �.% r- .FUTURE N N i� o \ i oo w , ►�, w ,►-� GRADE w �0 0p Loa 00 / I N \ uj , + 4.2 - z `moo `� o- - Q 290 - --- - - I - --- 290 400 - ^,- Q - - - I�� '- - i I --- - -- ---- --- -- \ --- V. - --- --- N `� 400 8+39 78 END v vi� '`� V)W ►� II (6 Ln REMOVE I-- O v u v II , III °0 a V EXIST DWY 154T AVE EXT NS l ON 0o F_L=2 0.65 cn Q w voi Q L=' ��, - a u �� v o c� I APRON I I / ! ., v U o co 280 - - -- - ----- 280 390 . _ _ _ ! w +� 390 2:209' 4.��1 7+80 8+ 10 8+40 8+?U 9+00 9+30 I I f \ � 1 p 154TH EXTENDED STA 8+26. 78 0+00 ACCESS ROAD ; / S STA l5+ 7= � � \ W ACCESS ROA STA 8+ 7 .5 24.5 T I EL=289.90 / ,I � i -4.93q NUTS: S MH - 15, 1 M = 388.9 7 2q I. TAPER EXIST GRAVEL DRIVEWAY TO MATCH 380 - - 1 TN (€)=T3 8:0 - - ----1 _ -- - - _ - 380 co OUT NEW DRIVEWAY APRON. 4 � � 1E{ STUB (S) =3374.0 (P UGGED) I \ 73.8 2. 154th AVE EXTENDED ROAD SECTION SEE 4 18 SD `I 0._6 I ! FT FT U I.f4J1 S.W. IJ4"' Avenue SL. D2 / � BLIP 98-0042 370� --- _ -- i I _ 3 70 BLIP 98-0048 S. W. 154TH AVE EXTENS 1 QN PR FI 8+ 10 8 f-40 8+ 70 9+.00 9+30 ,9+60 9+.90 10-1-20 10+50 10+80 1 1 + /0 1 � +40 11+70 12+00 12+30 12+60 12+90 BU ACCESS ROAD PROFILE PLM 98-0027 SCALE. I " = 30' HOP 1 Z, 1 "= 10' VER r SCALE: I = 30 HOR 1 Z 1 "= /O' VERs Cn Page 7 of 32 .- -- -- -------- - -- --------- NOTICE _--- - _ SHEET , MLH -- o 0 1 DESIGNED 1U810++ _ Murry ,Smith�CAssociates,inc. -- ACCESS ROAD AND I-:---I ICM , Y CITY o� �IQARD _ - - ------- -.------ ---- - DRAWN - �. Engineers/Planners CITY OF TI M T RM DRAINA PR C- 3 IF THIS BAR DOES y S O GE OFILtE _ 0. -- MENLOR RESERVOIR NOT MEASURE 1 JLH o - - �N m 8 22 97 MLH - USA PERM/ T REQUIREMENT -- THEN DRAWING IS CHECKED 9'4FS ��,�� 121 S.W. Salmon, Suite 1020 Phone 503 225-9010 _. _. N TO SCALE t H Portland, Oregon 97204 Fax M3� 225-9022 7 OF 32 :t NO. DATE BY REVISION EXPIRES 6--30-97 PROJECT NO.: 96-0341.201 SCALE: AS SHOWN DATE: JUNE i 99 7 I. If this notice appears clesuer 11tan the JUN 0 2 2000 .. . umcnt, the docunrenl is of msul;inal gnsrlit�. I111('ro1'*1rncd ? .�r ��1�i I Iill� i�i�l , 1�111�1�11� �� I �, ��� �i�llt I I��� II ;I Ili(; , illi 11111111 I ;11111; I�i!I I Illlillllli1111 1 ll(Ilill�l�i I�i� �lr � 1. q INCH MAO[N CHMA i I I i4 ! . I ~w 4i I) II ill 1 { II Iii 11 II I• ;I1 . n 11 a It In I i . , , . J11 ll�iltl I,I,IIlil�_(1111.��LII,A1111�11� 111!!1-Illt..11i.iillf I iIJlllliiltl,!'!li!III 1111.! :.11!!1:1;!illi!!r �!illii!II!111!�Ililliiliflll ! IIlI! �tlElltlhl!llltl! I1111itiu!li till„ 11111,) 1111. I! .itl�lilllhl. I111111111I111I,1lI,111• , . y r . ,k �, dN• - i C) I nI = ct I �I o 151 -T � 1-- 1 Cc� v_ .z}. 0 + I 's 17 rn + I z ! I w - - --- --- -- - - cn c J + x _, U tY I I + �c I I O J ` } I I I 10, + I � I I r + 00 w ¢ o I I v � I �I c1 � I I I `} I �" I 8 0) ►�- azar t� , I + -- -T` 1 I I- I I 154TH STA 8+09. 78 � 0o O M i i 1 �I I I I I I 1 �� `Q- II I REMOVE EXIST DWY + Q Q CL v I I 1 v APPROACH & EXTEND � �0 � w z 1 p o I n -I- _►_ �i vi cn o vi i I I Fz = II CO - AC PAVING, CURE' & Q r- `� `n ! I I cn ►- 5' 1 ,�l � rr Q `t I cri I MATCH NEW W/ EXIST, I v� F- ,,� N 5' ! I 1 cn - I I I T YP I ' rq W) ►- I � I II � I i � O II n cn z ►- vil cc ao (v 4' _ ►�- I`- _ _ - - - 8 W - - - - - - - -- - -- -- -1 I - _ _ -- - - - - - - -- - - -- _ _ - - - - -- - I 9' T ��� - I 10' � 8t,w _ _ 3+00 _ - T- - -- 9,- - - - - T � Y- �_ _ � � _ _ _ - - - ,�"w - - �+� � - - L 15' \ 9' ��--- I ------18•�'SD"_ - - --. �-__ _ _ � -_ - - � --�- — - _ _ 1 f}"Sf�--- -- - - - _ -- ---}--. . 16��W 8"SS - - - -�}- - - -1 M - - - - -- - - - gT - - - _ _ - - - ._ - - - _ - - - -- - - -- - - - - - - +- - - - - -- - - - - - - - - - - - - - - - -=t -15"SD I II I 18SD 18OSD fi - 18*SD - -- - - - - g"SS - - - -- - - -- 1 +50 3+p0 w 4+50 EXIST R O AD 4"�I - -- - — 5' _�' 2' 3' 711 + I !j'� S. W, 1 5 4 T H A V E N U EII i I S. W. 1 5 4 T H A V EI N U E _ I o I `v 1` I SEE HT C-2 FOR I �, I I \ I I ACCESS ROAD, N i 10, I I I I STORM DRAIN PLAN I I r� co o I I I I ,iso I o I 11 ' -- I I ROUND TREE ES TA TES IZ f l I � _ - - I I i C-) ! NOTES: 1. SEE SHT C-2 FOR ACCESS ROAD STORM DRAIN PLAN & SHT C-3 FOR ACCESS ROAD STORM DRAIN PROFILE & 154TH AVE EXTEvOED PROFILE. 2. MAINTAIN 6" MIN CLEARANCE BETWEEN P I PES UNLESS OTHERWISE NOTED. STORM SEWER PIPING PLAN 3. SET MANHOLE RIMS TO MATCH EXISTING GRADE. SCALE: 1 "=30' u� EXIST 100' VC I CL N� c.a z ; ' EXIST � � ; oo nN ONO 50 VC 2 In + 00 CL 300 -- - - - - 4• - ---- - - - -- ------- - -- ------- - --- _ - --- - --! ---- ---�' II - - - `__- -d ------ - * N 00 N EXIST 1;50' VC > i L 1 0 - -rr 300 n N t') I I I o O Q II cnl►- - w 06 V) O co nl� w w + _ 290 -- 11 -+�-- , - - - - n - F-- - -- - o� + ' o _ I LO U T - ----1- _ _ N _�_ - - ---- L Q o `� Q I `� N - - - - _---_ -- --- - -- 290 EX 30! �/C I �' I + co c0 N U) N ti a N d' `�'N `�' L0M r ) 00 _ III n^ I� + O� Nti I cryo N �i W ►.�I d � p �� I � n (nn , 1 N I I n _ �r� . .. o - -_- - - -_ - -- �- - :v 11 -- - I u� ca►x I► g 1- cn 4.1---. 20 _ -- - _ 2..80 -o o N N N 11 o o - --- - --- - - 1 0 Lo U _ ,_ �, - -- v n - - - _ _ H D E SD- - - --- ---I- _-_ _ - - 280 _ _ _ c0 II 11 +a c0�r Lo N d ti +3!. 13io _ 1811 0 3 cr > a. +¢ -�-�z 1— N un N n S. W. 154TH EX 1ST O �, w _ __ r- - cn 4` i `-) oc.� i' QUv' N u "' , GRAIDE ® TC - - _ _+3.25 ._ - -- -- -- -3. l3411 -,�j3� .0 0543 TFT Ln L z 2 70 o ! + o _ -- --o-� -- - - --- --- - HDPE SD -- - - - - - - - - _ ---- -- --- --- --- -- --- 2 70 '" - O 1 +- F - " C)U-) www I n V) N � LO u� SD I SL 0.0198 FT/FT rn I w i' 00 n II E u n q P N _ O o � 2 .4 �' H Q I � cn �. o c-� N cr N +6_ _ - 18 CLAS._ D BACKFILL,L L, T YP LO z - j u n u IN d I z A (n CLASS D EQUALS L S A CLASS B o `�' U I r� % - - -- J { r 0.0518 F T 1 - O - -- - ------_. Q . __. ---- --- -- - -- - N o- --- 260 260 �- tt FT I w I U - ,L �t C Q Ca (p lr.l O I Q i n p li l w U.i +3. 0% - s U) N cn X V) �' - z w f 18 ' SD -1- `�' `� ' v, 250 f { - -- -- - --- - -- - --- — _ _- -- - -- - - v L J---- SL 0.0635 F FT ca - ---- - __ _ - - -- i Q -_� U 25!� 1` = Q LO Q06 't- 0) LY _ W) 00 � � 0 ------ - - -- -- ,� 240 j - - ` -- - --- -- ---- -- - -- ----_ _ - ; - - - - ---- - - -- ---- - - - ------ - ! z - - -- --- 240 of ! I j �`' I I II i I �.I W I IJ {JL J.W. I�µ /1YCIlUt - � ' -- ----------•--- ----_ -L 13U1'98-0042 0+00 0+30 0+60 0+90 1 +20 1+50 1 +80 2+ 10 2_+40 2-k 70 3+00 34.30 3+60 3+90 4+20 4+50 4+80 5+ 10 5+40 5+ 70 6+00 6+30 6+60 6+90 1 I3UP 98-0048 PLM `'8-0027 STORM SEWER PIPING PROFILE V) Page 8 of 12 SCAL E: 1 " = 30' HOF?I Z, I "- 10' VERT / SHEET — — - NOTICE — MLH - T __ -0 1 DESIGNED1 ' _ _- Murra Smith&Associates Inc. _ y, , S.W. 154TH AVE. STORM DRAINAGE --- -- ----_— — _------- 4-- --- -� _ HCM - _ C17Y OF TIQARD C- 4 IF' THIS BAR DOES DRAWN Engineers/Planners c�T,r of n�AA� PLAN ANG PROFILE _ _ — _ _-_- __.____-. NOT MEASURE 1" — JLH _ , � ,o ,,,o �. - O OWN MENLOR RESERVOIR MLH — USA PERMIT REQUIREMENT -- - -- THEN DRAWING IS CHECKED q'y¢'s HF�,w 121 S.W. Salmon, Suite 1020 Phone 503 225-9010 _ _-_ - --_ NOT TO SCALE t Portland, Oregon 97204 Fax �503� 225-9022 � 8 OF 32 DATE BY REVISION EXPIRES 6-30-9'� ---� f'R JECT NO.: 96--0341.201 [SCALE: AS SHOWN DATE: JUNE 1997 n c If this notice appeal clearer ihsul thr JUN 0 1 2000 cumrnt, the document is of marginal quality. OI11111C(� 1111 C 1 W l l l i l i l l Jill I I I I I T � I�i ifI I I I I I I I I '1 r "1' II 11 - �-0' `•' : p i tl I III i i l l { i ( I ��tFtl i �I 1 li; II, t ;i I i� t ,T� (1 11►;; 7 II i Il�ilill i .;I{I�IfI<<,, I�I,I�IjI�i�Iii�l I I�I�III�i�Ijl i�ljll11"I'Mll INCH mmO IN cl4ft II II I i ui 1' I I I 1 n "• Ill n I t111 tt t It n t tt III Int t I I u t1 i n•i I I ii t illi II i I) II I I I I I i I III 1 L .I I I� I I i. i! llll, Il! LI.,,II41�I,IIInII. 1111,!I.IIII..IIiIIII.ItIIi..,•�t1I1!••,.lrsl:.11,•�Illnulll�ill Illl�l, ,lll I, „I I�Itli,It. illl ,f tll sl .I . III. II t t Illlnitltl , . ,,. . , t TYP ROAD SHOULDER --5' TYP_--_ APPROX EX I ST GROUND AT STA 4+50 01 °o �" 12 �- '� 12" TYP WASHINGTON COUNTY STE) °d �� TYP CURB & GUTTER, SEE SHT C-2 FOR CURB PLAN __ -— -- �_ M 1 RAF 1 600X f ��. ti�\ CHA 1 E 1 NK DRAINAGE APPROX FILL AREA 2: 1 TYP \'� - ��. '� ' M I RAFI 140N GF_OTEXT I LE FENCE TYP 2' -F --12'-0"----- 2' SELECT NAT/ VF_ -� FABR I C, OR EQUAL --?.: r MAx4;-5„ �-121-011--- 2' -- 2: I MAX UL 100 R 1 PRAP 12" W - M I RAFI F - OR IMPORTED FILL, 12." THICK, TYP TYP 60OX APPROX EX I ST GROUND - SL`'2% SEE SPECS _ T ROAD GE0TEXT I LE A T STA 2+50 2' ` ; ' SL 2�" -� V) NOTE: MIN SLOPE OF DRAINAGE 01 TCH TO BE 2% ., = ` FABR I C 36 TYP � VAR 12 ° - 12 ;: - : . � ' , �--- 2: 1 MAX, TYP T YP I CAL DRA I NAGE D I TCH SECTION 3 BOTH-SIDS NTS : a o ''� - .\ _" '_'__ r��\`/�/`/�/�'"�/rte/.\�. •-�.,`� � rC C �� : ' ' �r e �,�_._ . � '�\\-•''`-������\��'\<<`�\ -_-" _ DRA INA GE D I TCH, TYP, SEE DET 3 `\\��; ;� / , \ . ,\ 16 W POWER 18 SD- 1 TYP STD USA CONC FIELG — 1 -� 17_ W TEL R IPRAP D I TCH WHERE i 9'-0" — — 19'-0" INLET ALL INLETS' X3/ SQ, TYP --4' _¢, _ 2' ELECTIL I GHT CONDUIT SHOWN IN PLAN SEE 6 H STD PLAN �-- PO�NER & TEL NOTES; , NO 1-E 2, TYP SEE �� - S jW ;f 18" SD 1. ROAD SECTION, PIPE LOC, IVH'S & INLETS WHERE REQ'D, S 1 M TO ` 3 71-0' - 12 -.010 12 -of$ _p11 cONDU I Ts I 3" AC CL "B" OVER 8" OF 2. FOR DITCH SLOPES LESS THA. `-�' D 1 TCHES MAY BE VEGETATION - - 2r 9 � 4 "-O" CR BASE COARSE L 1 HED. - �� 4. 17X� 4. 173 SURFACE TREATED W/MC- 16" w ACCESS ROAD ML,, HJT I L I T Y ° ` 30 PRIME COAT TYPICAL CAL FILL SECT 1 ON WASHINGTON COUNTY NOTE: 8 , P�✓C SD SLP .�'� M 1 N _ �• -_ ,t,,,, SCALE_ 1 =5 3 CLASS � ASPHALTIC CONC STD SW, TYP I. SEE DETAILS ON SHT C-6 FOR TYP TRENCH SECT IONS. WASHINGTON COUNTY 2. TYPICAL ROAD SECTIONS VIEWED IN THE DIRECTION 8" 1 % "-0" BASE ROCK OF INCREASING STATIONS 2" �4 "-0" LEVELING ROCK STD CURB & GUTTER, r OFF ROADWAY I N ROADWAY, S 1 DEWALKS, ORT'>'P ACCESS ROAD AND UTILITY SEE PLAN AS OTHERWISE SHOWN ON PLANS SIN 154TH AVENUE EXTENDED NOTE: TYPICAL CUT SECTION DETECTABLE TRACER TAPE TYP 1 CAL STREET SECT 10N 4 A/C TO BE PLACED SCALE: I "=5' - SIM ALL NON MEr4L PIPE I N TWO LIFTS RE.S T L.RE GROUND SURFACE � REPLACE EXIST TRENCH ESA CKF 1 L L- _ 6" MIN NATIVE ` SURFA.0 1 NG COMPACTED i4 "-O" CR --1 1 '- " TOPS01 L MA TL , CLASS 'D', FOR PAVING SCALE I "=5'-0" 0 8"0 PVC � SECT SEE � 7" - SEAL SEE O z � ( � I 36" MIN `3 O SE.-,L W/CAULK 6" CONC, TYP c ^ I „ INSIDE & OUTSIDE I o C �. 1 -oil FIN R 24" MH COVER & FRAME _T TYP t G /� SET TO GRADE // 8-918 1 ^ R/M ELEV = 294`/- / 1- /011 1�9 .12';0 I NAT 1 VE TRENCH c 12„ HDPE = BACKFILL, CLASS B 6" °° o ° 6" + 1 _ o a - °°a° = �'0` STF_P �O�1; WATER QUAL I TY MANHOLE AS PER \ _ PIPE ZONE--Y4 "-0" 6" 7 PVC CONDUIT FOR TEL AS RE 'D �f O o 1\`EISA F—p DWG ao - B COMPACTED CR RK REQ'D �� 81 100-ST K - BACKFILL PVC CONDUIT FOR POWER ::S REQ'D /�' \� 1� °C o ,r A 0 " ° 8 ° 2 -2 CONDU I T ZONE BACKF I LL, // '�1 c 1 ' (TYP) SEAL SEE 3 4V VORTECHN 1 CS STORM WATF-R „ 2'_p�� COMPACTED SAND / \� 1\ �� _ CONC 6 M 1 N _w 0 -�J?EMOVEABLE TYP TREATMENT SYSTEM, SEE SPECS TYP NOTE: 8" PVC 7 ��i -�� �� I 8" PVC =\\ c�'c. --WA TER T I GH T I. CO►VDU 1 TS FOR POWER & PHONE _; 1J \\ CAP STORM +, WATER QUALITY FAC I L I TY PLAW"5 W I RES T O �B���INSTALLED I N ONE SCALE: 8 = I —o — T Y 1 A PIP TRENCH TAI 2. INSTALL DETECTABLE TRACER TAPE \\ 8" PVC \ J 8" PVC TO 8" CONC RE 1 NF MANHOLE FRAMES AND PERFORATED NTS - PIPING \ - WA COVERS, BY VOR TECHN I CS (TYP OF 3 OVER ALL NON-METAL 1 C \ �/ 1 �' ' 1: QUALITY FOR H-2.0 LOADING R 1 M ELEV= 1293.0 ) TO WATER _. _ -� `�• _ - �� INLET � � • , ` � �� � J FACILITY QUALITY MH I 24 MH COVER & FRAME +ii' FLOW -- I / SEAL TOP I ' TOPS01 L 10" HDPE FIN GR SET TO GRADE 1 E 1 N = 287. r 9— U OUTLET I� & S: DES TYP / FLCW N-- 12 - — _ r APPROX ELEV = 294.8 X11 0 --� — 1E OUT = .� r -- (- 8" Pvc ��, r 1 3 & WATER QUALITY ���\ 8 , -�- c-; , - �c �- ) '; ELEV �M */- 1��Jo — O��`� 1 "-0" BASE 0286.56 I FT ° 00 =� Q 4 A E PLAN 8 1\ �U I -611 �=� 4 URE TO MH TOPS01 L T APPROX & BACKFILL l LL MAN: n° WE 1 R / 5 0 . =J - SCALE. / = 1 Q - ' , i 40 FORM I NS F �, ; C�11 _ „ 1�\ L W/SST Q n° ,� ( PLATE _ _ /� ��`� OF MH ► 0`, ` ---- 4 _� \�=1- W/FLAT TOP SLAB ~ •. J ) & %2 " BOL TS SEAL W STR. P I STD 48 MANHOLE 0 �� D (MIN 2" E / ° 8 17 x 19 o _ \ - SEE ,,�- TO OUTL o �__� Lr)CID OF BUTYL PVC HYDRO - �° i NOTE 2 �j1`_ 0 �, u �� RUBBER ° I 18 HDPE ! 1 1$ C 76 '�1 c E !0" HDPE I E = 291.62 3/4 "-0" BASE 3 6 COMPOUND ° LBf?AKF_ _ N- 12 1 ` 1 1 CL 1 V CO 1��� & BACKFILL U SUMP M 1 N v 12" I �L_J �;�\i 0 LL_ I E=286.25 , _ (� I E 286.25 / ( ( _ II r' o _ o - / 18" C 76 CL I V CONC ��1 �y� = 28 1.56 rn ° I an \ \ 18 HDPE N- 12 �_ " (S) 1 E = 289. 74 = '� -I � 1 �� _ (N 1 E - 289. 94 �!� o�` -\ oI � M �; ) F�'��' O � �1 O 0' 0 0. °° °°° I I °no `EL 283.25 .__„`� APPROX ELEV = 288.54 �� ° ° ° `11�c' � � " ' o -=- E 8" PVC TO WATER UAL 1 TY FACIL r TY =1=111��1 T�\%�`,�i:=1\��--1--11��11�� %\��%•�1�1 -! t� ° %777- 7777771 ° ® I MRS I iV MA,'IH PAN 7 —� o ,1 O - Q n n e i\� SCALE: % $, 1 p,. I E 288.54 B ,�1�11,��.---111- _1\\ = ��i� ���sir--11�= w CAULK SEE _ �4 -0 CR NOTES: & WA TER QUALITY SECT I ON A B I. ENSURE THAT PIPING DOES NOT INTERFERE ® Q I VERS I ON M_ ANHOLE ELEVitt T I JN MANHOLE ELEVA T 1 ON Q _ W• I}q... �vcn+i O [311P 98-0032 n n 1 11 " w 13111,9s_lloas SCALE: � = 1 -0 - W/ACCESS STEPS (OFFSET STEPS ACCORDINGLY).Y). SCALE: %2 "= I '_O'► SCALE: /2 = 1 -0 T), M 98-0027 2. MA !N TA I N 8 CLR BE T WEEN OUTS I DE P I PES. 10 of 32 U NOTICE MLH _—. - - SHEET Mumy,SmithUssociates,Inc. ROAD AND PIPE SECTIONS ANVD DESIGNED ai++'� � CITY ®F TI CSAR D (� _ ___ _ _.____- _ HCFA � �. _ _ Engineers/, anners c�rYOFBARD C- 6 DRAWNSTORM DRAIN DETAILS `t IF THIS BAR DOES _ NOT MEASURE 1" _ JLHv o `CION MENLOR RESERVOIR THEN DRAWING IS 7 e �� r 8 22 97 !ULH USA PERMIT REOU.'RtMENTS _- CHECKEf� 'yds ��,� 121 S.W. Salmon, Suite 1020 Phone (503) 225-9010 - �_ Portland, Oregon 97204 fax l)03 225-9022 ./ _ ,^ I OF 32 cr, N01 TO SCALE C . H NO. DATE BY REVISION _ PROJECT � O.: 96-0341.201 SCALE: AS SHO.IN DATE: JUNE 1997 Z EXPIRES ti-3U—07 • : �. If this notice appears clenrer 111:11: tilt "' JuN 0 2 �a0 umenl, the document is of m:Irgin:Il qu:Ility. Ill1Ci-0111111C(� T�T111 1111 11 !I1II111111 I IIIII�I�I�!({ I� IIS �! ! I I {' I'll ! 1 1!;' t 1i! i,lll lII�II�I{ I IIIiIIi�Ilil11) l 1111l�t�fllil -I�llljl�l 111! a INCH MADE M CHINA 14 rte._. _. _ 1 _ _ 1111111 !II I I IIII!I I{II' ;! I III!!.11 II I lilll!!il !i {I': Il111!IIlIIIIIllil11111,y!;! 1l;,;� llllll17 IN Is l?1I►III;,;1111111 I ! �I 111 I It.! t ► ',;!! t !s! II . .. ...�� .I,... , �„•� „ ,, IS�l1.�' I!1 I'II ''!I'II I! !f I I. ,! IT : I Il{ I ►il 14 !•!U . ! �il t1 !I 1 I Ilia SII , �I E , 1 II ! Iilll{111111 _ a a: a 7 4 , r 1 ' 'E ..: "M 'N EDGE OF PA VEMEN I- AND CURB RETURN DA TA PC LOCA T I ON P T LOCATION RAO I US LENGTH DELTA ` _�- `_,�- -_ _ w ` - \ - ISI T 46461 1, 7, E�5109.57 N4630.23, E5129. 14 20 27.22 77058'44" N4 07, E5 /729.59 N4632.23, E5131.59 2 3. 14 90000'00" A 6 2. 74, �51 �3 / , 9 N4664. 74, E5133.59 2 3. 14 90000'00" N4664, '740-E-5 184.59 iQ4662. 74, E5186.59 2 - 3. 14 90°00'00" i�_451�6�. 74,�E5 1,36.59 N4594. 74, E5184.59 2 3. 14 90000'00" N4594.�7 E5126.65 N4588. 73, E5121. 75 5 8.87 101 038'46 4 568. C / --- N4393.58, E5 14 1. 70 N4413.80, .92 20 31. 42 90000 ,_15 12 1 3T E5125.95 N4566. 74, E�5127.91 2 2. 74 7802 N4322.T9-, E5123. 10 N4526.98, E5122.66 20 4.41 . 12038 ........... (D N Q 7:E 1\ WALL FDN 410 I I -- I (BELOW)W) ------ VAULTS AND RESERVOIR, RESTRAIN FLAP VALVES TO DRAIN PIPING. I. PROVIDE FLAP VALVES AT MH ENTRANCES FOR ALL DRAIN LINES FROM 2. RADIAL FOU) DATION DRAINS NOT REQUIRED IN RESERVOIR FILL AREA. 3. ROOF DRAIN FOR RESERVOIR NOT SHOWN. SEE SHTS C-5 & S-6. X- EDGE OF- I e_ I I _120 eAV X 11 1 1 1 -fMEN T 340, TYP RESERVOIR S6000010011E 405 WALL >c A 12 6" RADIAL PERF FDN 340 ► -1� 4645- DSA I N TYP OF 7, @ ---,APART, SEE NOTE 2. -05 'NC SEE ' 3997- qk-- FE -E, R=71 SH T C-2, 43.� R=79 400 OF ACCESS-1 9111 �1111 90 -ROAD) _X _X_ -. X-. _X_ �X_ _ - -7- X 374.68 375.06 a. -3 374.62 375.0 5�,6 TYP �374. 15 395 18" OUTLET� 16' TYP - ........... X P/P /NG c X \A, __ \ --- 30'-0 sv 0� 7'0'- -0 CONSTRUCT 95 An LONG 6-" HIGH -P PE,_ 9 12*W-- 48 -BLOCK PIPE BLOCK A AL `�a- -3 SEE SH T-S-6- ACCESS RD STA-'-- 390 *Z,OI- PIPING----- 6 FO --IN FUTURE PUMP I N DRA S TA T I ON 1------1- 12+39.5, i. OUTLET PIP PERF IN CUT AREA, 35--611 RT 12" bRkM VAULT SOLI D IN rX L- AREA 10' WIDE 1-98 - GATE, SEE _j 6" PERF RING-DRAIN 37.3.92 73,32 373.82 , . 0 PIPING SHT C-2 3745 i�-�Typ 1-6"--INLET ilk lo, _-e-PERF.--WALL DRAIN, 00 I . .- .11 / 20'-0' 1 % SL OPE AREA DRA IN 385 IE=369.821 81-91, TYP_ 9 X Q) 17 ",!t- c4 I I c� ""PVC D U-) I 1 3 73. 7cl LO XFMR + T SEE Z /i wv SPECS 1 IMONITOR ING MH, SEE OPERA T I ONS IL �O / BLDG SEE % L3+Uu 2" WASHDOWNISENSING LINE 389.35 X_ SHT S-8 3PPVC D % V) U-) L0 �C 5 37428 37 I-q/ _EL 387.8 S_ 16 713.96 3 73.8 375.26 0 4.25 377. 13 I-oil 7+50 /0 �_VAULT_ 373.84 �61 + 3 A TYP 377.58 5- ROA 7' 5 7 385. 14 ACC �7 � 11 38 ► X 37 3 1-0 7 '08 ............._11111111111��� -- 7+00 A X X X X 3- 74, 371 INLET PIPING G14)-' W VA ULT (Low) 6+50 4 2 16 AIR RELEASE S I EOP _ TE PIPING PLAN X..-- VEN T, SEE C) SCALE. /0 6+ C- 12 370 �_�65 - LLJ NOTICE SHEET ) MLH I 452S W I'54'"Avenuc Q� 13UP 98-0042 DESIGNED 10610 cl- 0 - = Mur�ray,Smith&Associ atesjnc. ---I __RUP 98-0048 1 X CiTf OF TIGARD (f) P1,N4 98-0027 HCM 0 SITE PIPING PLAN C-- 10 J P119c 14 01' DRAWN Engineers/Planners C" OF 1GA" .12 IF THIS BAR DOES 01111JIGON Lj_ NOT MEASURE 1" JLH a % OREGON MENLOR RESERVOIR Q, THEN DRAWING IS CHECKED 30.1% 121 S.W. Salmon, Suite 1020 Phone 503� 2.25-9010 NOT TO SCALE L . 1A Portland, Oregon 97204 Fax �503 225-9022 PROJECT NO.: 96-0341 .201 ISCALE: III 10] DATE: JUNE 19971 OF 32 NO. , DATE BY REVISION EXPIRES 6-30-99 If this notice appears clearer 111,111 the J U N 0 2 2000 dictiment, the doctimell, is of marginal duality. 1111crofilliled 4, INC14 MADE IN 1" 41' L if ll _ff_ w ....... lilld! ,111,11!1!!!lift 11011!11 1:; 11 nh 46 !N:4 6- L F AT LADDER ROADWAY / STA 1R S- 2 ❑ ❑ i� 21 ' 111'24-0 COLUMN (TYP) 21 '-0" (OR EQUAL)GREENHEROOFCK RVEN66IO0 0 0 0 10 -6 10'-6 DOWNSPOUT (10 REQUIRED), 21'-0" 21'-O" -+--- I~� EVENLY DETAIL SPAN DWGEE 24"0 COLUMN (TYP) I o 0 0 � o 0 0 0 o d o 0 0 k- N 15000' E E ' „ + 6 N I5°00' E �� 7'-6" SQ DROP PANEL (TYP) 10'-6" 10'`-6" I-� o a a o o a -}I E E El E 1E 21 '1 '-0" 6'-0" SO FOOTING (TYP) FLOOR JOINT, SEE 21'1'-0' 10'-6" ROOF JOINT, SEE DETAIL I ON DWG S-5 I DETAIL 3 ON DWG S-4 a o a TANK DIMENSIONS AND LAYOUT SHALL BE AS SHOWN ON DRAWINGS E a E 0 El 0 0 0 PIPE I TO 7. TANK STRUCTURAL REQUIREMENTS SUCH AS CONCRETE 21'-0" PIPE THICKNESS AND REINFORCEMENT REQUIREMENTS SHALL BE MINIMUM ENTRANCES 21'-0" ® �--�- BILCO JD-JAL (OR ENTRANCES ��p REQUIREMENTS TO BE MET BY THE TANK DESIGN/CONSTRUCT , EQUAL) ROOF HATCH, TYP O CONTRACTOR. ADDITIONAL CONCRETE THICKNESS AND REINFORCEMENT 10'-6' 010:170 SHALL BE SUPPLIED AS NECESSARY TO MEET THE REQUIREMENTS ElEl ❑ El OF THE TECHNICAL SPECIFICATIONS O p 21'-0" 21'-0" 10'-6" 10,_6„ 21'-0" 21'-0" 21 '-0" 21 '-0" 10'-6' 10'-6 21 ,-0" 21'-0" INSIDE WALL DIAMETER = 142'-0" ROOF SLAB DIAMETER = 145'-0" R PLAN ROOF PLAN e NTS e NTS INSIDE WALL RADIUS = 71'-0" 1/2" PADS 2% SLOPE 2% SLOPE - GENERAL NOTESL 9" POURED-IN-PLACE PLUS I. DESIGN LOAD IV. CONCRETE REOUIREMEN TS 3/8" SHOTCRETE COREWALL 01-011 SHOTCRETE AND WRAPPED I. LIQUID WATER 62.5 PCF I. FLOOR AND FOOTINGS : 3500 PSI (6.5 SK/CY) 3NSSTRAND OVER COREWALL 2. SOIL BEARING CAPACITY (GROSS) 5000 PSF (PLUS 1/3 INCREASE FOR 2. ROOF SLAB AND COLUMNS : 4000 PSI (7.0 SK/CY) o ( EAR LIVE/SEISMIC 3. COREWALL : 5000 PSI (7.5 SK/CY) WALL) 3. ROOF LIVE LOAD 30.0 PSF 4. SHOTCRETE : 4000 PSI (IC:3S) 2X SLOPE 2% SLOPE 4. SNOW LOAD 50.0 PSF GROUND LOAD 5. SEE TECHNICAL SPECIFICATIONS FOR COMPLETE MIX DESIGN 5. SEISMIC ZONE 3 (SEE SPECIFICATIONS) INFORMATION INCLUDING WATER-CEMENT RATIO, AGGREGATE 6. WIND SPEED 80 MPH (EXP C) SIZE AND ACCEPTABLE ADMIXTURES. W 7. BACKFILL HEIGHT 12'-0" MAX, 5'-0' MIN ABOVE FLR 6. SEE TECHNICAL SPECIFICATIONS FOR CONCRETE PLACING AND E 12" FOOTING J FOOTING 6" Fl-OOR 8. BACKFILL SURCHARGE H2O OR 300 PSF FORMING PROCEDURES. INSIDE FOOTING RADIUS = 68'-9" 6 MIL POLY SHLETING UNDER ENTIRE FLOOR AREA IL BL-KLING CRITERIA OF WALL DESIGN V. EARTHWORK REQUIREMENTS OUTSIDE FOOTING RADIUS = 73'-9" 6" CRUSHED ROCK BASE TMINIMUM COMPACTION OF CRUSHED ROCK AND SUBGRADE UNDER AND CRUSHED / THE INTEGRITY OF THE WALL SHOWN ON THESE DRAWINGS IS STRICTLY I. � DRAIN ROCK), COMPACTEDD TOO A A MIN OF PREDICATED ON THE FOLLOWING CONDITIONS: AROUND PIPE BLOCKS AND UNDER FLOOR AND FOOTINGS SHALL EQUAL 95X 95X MAX DENSITY AS PER ASTM 01557 OF MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM 01557. A. THE STRICT CONFORMANCE TO THE CLOSE STRESS-TOLERANCE AND 2. COMPACTION OF BACKFILL AROUND TANK SHALL EQUAL 90X OF MAX DENSTIY N 30 MIL PVC MEMBRANE UNDER OTHER REQUIREMENTS OF THE CIRCUMFERENTIAL PRESTRESSING AS DETERMINED IN ACCORDANCE WITH ASTM D1557 TO WITHIN 3' OF THE CRUSHED ROCK BASE APPLICATION INDICATED IN THE CIRCUMFERENTIAL PRESTRESSING FINISHED GRADE. COMPACTION OF THE BACKFILL WITHIN 3' OF THE FINISHED O " 8'-0" MIN CLEARANCE GRADE SHALL EQUAL 93% OF MAX DENSITY AS DETERMINED IN ACCORDANCE NOTES ON DRAWING S-3 AND IC OTHER PARTS OF THESE FOR PIS EQUIPMENT LY HAND HELD COMPACTION EQUIPMENT WITHIN 5' CIVIL DR WINGSPREPARATION PER SPECIFICATIONS, DRAWINGS AND IN THE TECHNICAL SPECIFICATIONS, nF-TH ASTM TANK WALL S57.AND LIGHTWEIGHT EQUIPMENT BEYOND E 5' SO AS NOT TO CIVIL DRAWINGS AND .OILS REPORT B. SEE SPECIFICATIONS FOR OUT OF ROUND TOLERANCE. C THERE SHALL BE NO BLOCK-OUTS OR OTHER TYPES OF WALL OPENINGS DAMAGE THE WALL. BRING UP THE BACKFILL AROUND THE TANK IN UNIFORM OTHER THAN THOSE SHOWN ON THESE DP.AWINGS. LIFTS. IF THE TANK IS EMPTY DURING THE BACKFILLING OPERATION AROUND NOTE SEE SHT C-5 FOR TANK SECTION, EXCAVATION, GRADING AND DRAINAGE DETAILS THE TANK, THE INWARD MOVEMENT OF THE COREWALL MUST BE MONITORED AT VARIOUS LOCATIONS AROUND THE INSIDE CIRCUMFERENCE TO INSURE III. REINFORCEMENT REQUIREMENTS THAT A UNIFORM BACKFILL IS BEING ACHIEVED. cS 3. A SUBSURFACE INVESTIGATION WAS PERFORMED BY GEOTECHNICAL RESOURCES, INC N 1J43LN.W. 1J4 Hvenuc SECTION OF TANKE 1. ALL REINFORCING IN TANK SHALL CONFORM TO ASTM A-615 GRADE 60 OF BEAVERTON, OREGON. (THEIR FILE J/FINRPT-2-299, DATED DECEMBER 27, 1996.) of BUP98-0042 UNLESS OTHERWISE NOTED ON THESE DRAWINGS. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS BUP 98.0048 NTS - CONTAINED IN THAT REPORT ULESS OTHERWISE DIRECTED BY THE ENGINEER. PLM 98-0027 2. ALL REINFORCING CALLED OUT AS GALVANIZED SHALL HAVE A CLASS I SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. Page 17 of 32 CONING IN ACCORDANCE WITH ASTM A76Z rn i NOTICESHEET MLH --- - 0 1 DESIGNED OkNO f 1to06104 HGM MUrray,SmithUssociates,Iac. CITY OF TIGMtD RESERVOIR PLAN, SECTION Engineers/Planners WYOFINMO AND GENERAL NOTES S- --__ IF THIS BAR DOES DRAWN MSA MENLOR RESERVOIR NOT MEASURE 1" JLH/CGP `3- 9b p THEN DRAWING IS CHECKED r , 1`" ✓�gx0 �••�,��� 121 5.9. Salmon, Suite 1020 Phone (503 225-9010 �N U _ NOT TO SCALE cAtrr PF- S L • NE Portland, Oregon 97204 Fax (503; 225-9022 17 OF 32 N0. DATE BY REVISION EXPIRES f2-31-98 IXPl ES 6-JO-99 PROJECT NO.: 96-0341.201 SCALE: AS SHOWN DATE: JUNE 1997 " __ T;.-,_ .-« »..p• ,c1}^r+y�afy�-y vr�O,I; ,�i f`SPf+ryi'^ ;t �'0' .I ._ -_ . ._,.... . . _ _ . ._.... ___.. _ . . . ,- `' - - - -- - ----.._ Al If this notice appears Ar,uer tb.m the JUN 0 2 2000 . r 1 y c, n ume01, the dorunlent is of mal kiu al 1 ualill'T111111T)Cll I))I 4 �T1jl 1j wij1j1j1�1;ijl f17f1 �( ljljij;� jljl i`� I (ij 1 ��I;ij. 1 illi:iljllill i'llijili�111 i i i;l;lji�l;nlll I II _ 4I a - Illljl0; 11j9J11111!(LlIllI1�W Wl�lll .glllillllupjU111pL'1i Il l illi) u� w' m�I MwInt .jn11 Iwllnilnn�Iulluulwn:m�ulir.0 a Imil�luumljl m '; t e•' " .101r, bLuhlu u6rnn;l,au Il�'11110tIJn In L 1 _ ll 11 _ Y 1 T I e I I E # I u -11- [7- T -A 1 1 :. :^,A iL ri i - RUBATEX R423N OR EQUAL NOTES; ALL AROUND TUBING, SEE I) TIE OFF ALL WATERSTOPS AT 12" OC ON BOTH SIDES AND 1 PJ BOTH D 1 RF_CT IONS. DETAIL L 3 ON DWG S-3 I 2) RE 1 NFORCE� THE FLOOR W 1 TH #5 BARS AT 10" OC, EW, 6" x 8" x 114" x 7 114" LONG STEEL INSIDE OF TUBING TO BE EPDXY COATED WITH 26" STAGGERED LAPS. 4 4 TUBING, GALVANIZE AFTER CUTTING AND DRYPACKED WITH I C:2S MIX AF►,-R 3/4" WOODEN L 1 D (T YP) 3) REINFORCE-THE WALL FOOTING WITH 12 - #5 CIRC BARS -- 1/2" NUT, WELD TO TUBING (FOR - STRESSING VERTICAL THREADBARS 4) SEE SECTION G AND DETA 1 L 4 ON DWG-- - 3" -I W 1 TH 26" STAGGERED LAPS. ` S-3 FOR DETAILS OF THESUPPORTING THREADBAR IN FORM) i !. I�I WATERSTOP AND BF_AR I NC PADS AT THE BASE OF THE WALL. _ -- -- -- --- -- --- -- - _1 5) SEE DETA 1 LS 3 AND 7 ON DWG S-3 FOR DETAILS OF THE ROOF SHEAR 112 112"0 x 4 LONG " CONNECTION A.JD THE BEAR I NG PADS AT THE TOP OF THE WALL. 112" TH 1 CK PADS BETWEEN 8t, 3 !/2" 0 1/2 THICK CK PADS, o TOP OF WALL AND ROOF �� DOWELS, TWO -- SEE NOTE 5 U REQUIRED 1 RED (TYP) 6) ASUSHOW ,RO(F, THE FLOOR AND THE WALL FOOTING IN QUADRANTS — --� 11 7) POUR A I " I H I CK LAYER OF I C: !S MIX A-1 THE BASE OF THE 5" x 5" x 3,/16° x 1 G'° LONG STEEL TUB 1 NG, 46 KSI 6 -- WALL 1 MMED I A TEL Y PRIOR TO BEGINNING THE WALL POUR. / 8) POUR A 112" TH I C'K LAYER OF I C: I S MIX AT TNF_ BASE OF THE 9 11211 /2„ PVC REGLET M 1 N YIELD, GAL.V AFTER CUTTING - WALL FOOTING RECESSES I MMED I A TEL Y PRIOR TO BEGINNING THE 4„ - 1 3/4" x 5" x 6" PLATE (NON-GALV) - ----- WALL FOOTING POUR. (TYP TOP ,AND BOTTOM PLATES) — _ _v _- _-__ _ --+ 9) WALL FOOTING RECESSES SMALL BE ADEQUATELY ROUGHENED IN THE CIRCUMFERENTIAL DIRECTION AND CLEANED OF ALL S- 3 CURING COUMPOUNDS BY SANDBLASTING OR OTHER APPROVED 12" -- — #3 HAIRPINS, 3 SETS PER VERTICAL THREADBAR (I EXTRA - METHOD PRIOR TO POURING THE FALL FOOTING. ADEQUATE SET REQUIRED AT VERTICAL WALL JOINTS,S, SEE DETAIL AT RIGHT) PROVIDED PROTECTION FOR SEISMIC CABLES AND WA TERSTOPS MUST BE im,_1104610 -9 oil Who --4 - #4 CIRC INSIDE HAIRPINS,- -- --- J I -�- _ --�A ( �! - - -- !0) THE TOP OF DURING TTHF_ WALL FOOTING AND FLOOR SHALL RECEIVE A 3" SEE NOTE 13 SMOOTH AND HARD STEEL-TROWELLED FINISH. -- 1 1) MAINTAIN CLEARANCE BETWEEN THE INDIVIDUAL STRANDS IN THE SEISMIC CABLE SETS (DO NOT BUNDLE). [7-�,,) 12) SEISMIC CABLES MAY BE BENT PRIOR TO !NSTALLATIUN. TO FIRST #4 T 1 ED _ _- _ I I I 1,3) ALL CIRCUMFERENTIAL RE1NFORC1NG MUST EXTEND 2`-6"(+1-) TO VERTICAL TENDON -- _-- -- 1 10 - 1 114"0 HIGH STRENGTH THRF_ADBARS, PAST BOTH ENDS OF THE FIRST WALL SECTION AND ONE END INSIDE 1 114"0 CLASS 160 PVC PIPE I OF ALL INTERMEDIATE WALL SECTIONS IN ORDER TO PROVIDE 2'--0" LAPS. CIRCUMFERENTIAL REINFORC1NG MAY NOT EXTEND PAST EITHER END OF THE LAST WALL SECTION. I� 4'-0 15/16"('/-)(TYP) ----_—�I I 4 112" -� 4 1/2" (DIMENSIONS AT CENTERLINE OF WALL) VERTICAL THREADBAR 112 THREADBAR VERTICAL WALL JOIN' SPACING SHOTCRETE AND _ WRAPPED STRAND �- - - 2'-0" LAP (TYP) -- VINYL PLUG DRIVEN INTO FORM T 1 E HOLE, ROUGHEN AND DRYPACK I " WITH IC: IS MIX (TYP) I I #4 CIRC o 1 #4 CIRC 4" " I I I 6 .3/4"(y) 3/8° SHUTCRETE #5 VERTICAL SAR 5" I 5" ! L� ��� 9" CIRC PVC WATERSTOP AT WALL BAS( ONE EXTRA #5 VERT BETWEEN TH.7EADBARS (TYP)I I(TYP) JOINT, CONNECT TO 6" PVC WA TERS7OP AT VERTICAL WALL JOINTS (ONE EXTRA SET 30 -G I l EQUAL SF•!OT%RETE AND--moi �- I I I IN VERTICAL WALL JOINT, SEE DETA 1 L 8 OF #3 HAIRPINS AT TOP AND BOTTOM OF WALL WRAPPED STRAND I ON DWG S-3 FOR WATERSTOP DETAILS ALSO REQU I RED, NOT SHOWN FOR CLARITY) - INSIDE WALL RAD I US = 71 '-0" HORIZONTAL SECTION OF VERTICAL WALL JOINT 2 j N 1�S -- 1 CLEAR (TYP ENTIRE 1 NS 119E FACE OF WALL) VERTICAL WALL JOINT (TYP), I AT TF:E CONTRACTOR'S OPTION SOME OR _ - — - -- ALL OF THE SEISMIC CABLES AT THE WALL - -- 5 - #4 C 1 RC BARS A T 30"('/-) OC, TIED -- - — - — JOINT MAY BE' BENT BACK SO THEY DO 3/8"0 GALVANIZED S t RAND, ABOVE HAIRPINS TO #5 VERTICAL BARS, SEE NOTE 13 NOT INTERFERE W. 1 TH THE WALL JOINT 6 STRANDS PER SET, TIE TO I WALL STEEL AS REQUIRED Ile 01* 01 #5 x 15'-0" LONG, 3 PER VERTICAL. THREADBAR (I EXTRA REQUIRED AT VERTICAL WALL JOINTS, SFE SECTION AT RIG HT) 7"(!1_) TO FIRST #4 TIED TO VERTICAL TENDON #4 C I RC BARS A T 25"('/) OC, T I ED TO -- - - 3" — VER T I CAL THREADBARE, SEE NOTE 13 1" CLEAR (TYP ENTIRE• #3 HAIRPINS, 3 SETS PER VER 1 I CAL THREADBAR (1 EXTRA -- OUTSIDE FACE OF WALL) j 0 (TYP) SET REQUIRED AT VERTICAL WALL JOINTS, SEE SECTION AT RIGHT) - 1/4° THICK PLASTIC SHIM UNDER EVERY 12 p" (TYP) EXPANDABLE VALVE BAR LEG 1 1/2" CLEAR FOR GROUT PUMP I NG - - _ -- ---4 - #4 CIRC INSIDE HAIRPINS,--- — - ►- 4 C 1 RC, SEE NOTE i 3 SEE NOTE 13 l 3 - #4 C IRC, k'a #4 CIRC 3,� W SEE NOTE 13 - - - 6" � #4 STIRRUPS #4 CIRC _I C\4 2 CLEAR (TYP) S - 3 (- AND BARS c 4 ___ � — v 1 1/2 DEEP KEYWAYS, ROUGHEN SURFACE � , t G -- _ TO A 114"(%) AMPL I TUDE AT FLOOR 45 " 4" CLEAR (TYP) 3tt AR TO WALL FOOTING INTERFACE IN A - -- - - I PADS, CLE SEE NOTE 4 / 12" WALL _ CIRCUMFERENTIAL DIRECTION, SEE NOTES --- - _ FOOTING 12 - #5 CIRC 8 AND 9 t, 3 CLEAR 2 (,LEAK (TYP) SEE NOTE 3 i 1/2" CLEAR RUBATEX •�' -- r� __ - —�- SLEEVE (TYP) -- _ _ -- _ _ - - __ - _ --- - - --- - - a, -- --- I---- -_ — �; n n n n - - e - n n e n n n a-- 6" I t 2'-0 1/2"('/--) (TYP) 2'-0 1/2"(Y-) (TYP) 6 MIL POLY -J �• ---- -- SHEETING UNDER _ ENT IRE FLOOR 3 1 -6 ! -6 ^� 1 3 ! ',4"('r--) I I 1 '-4"('r-) _ NQT� cn „ „ „ #5 A T 10 OC, EW, (DIMENSIONS AT CENTER OF WALL) _ SEE NOTE 2 r 5,_0,. 4'-0 15/16"('/-)(TYP) WALL AND FOOTING REINFORCING OM I 'rTED FOR CLARITY -- 10 OR / I WALL JOINTS REQUIRED, EVENLY SPACED -- - - (DIMENSIONS AT CFN TERL 1 NE OF WALL) RADIAL SECTION OF WALL AND WALL FOOTING rF ELEVATION OF WALL AND WALL FOOTING ELEVATION OF VERTICAL WALL JOINT 3 � NTS S- 1 -- NTS NIS 0) 13462 S.W. 04- AVC1111c V) BUP 98-0042 I` BUP 98-0048 — - - - NOTICE. �� SHEET W - nLM 98-002-7 cj ___ ge 18 of 31 - _MLH SEE NOTE ON DWG S-- I '`V' a li N! , ,n+p 1 2 Q � DESIGIJED AND TECHNiCA(- � �►{108i0a+ MurraySmiftAssodates Inc. �/�'�'Y O „ '�'' D RESERVOIR WALL APJD d. ---- -�`- _- ��.__.-� h SPECIFICATIONS > > REGARDING STRUCTURAL � -- Engineets/Planners 11GAQD HCS- 2 DRAWN _ CITY OF IFOOTI NG DETAILS �a DESIGN REQUIREMENTS O1��N MENLOR RESERVOIR IF THIS BAR DOES NOT MEASURE 1" f GP JLH, OF TANK v ,,�30.IS - OREGON THEN DRAWING IS DES 1 GN/CONSTRUCT qy 1 121 S.W. Salmon, Suite 10?,O Phone 503 225-9010 CHECKED CONTRACTOR. Fs ( , N��' �503 � �rNOT TO SCALE Portland, Oregon 97204 1��x 225-9022 18 C 3 Z --- ' N0. DATE BY REVISION EXPIRES 6-30-99 �- PROJECT NO.: 96--0341 .201 SCALL: AS SHOWN DATE: JIJNF 1997 a if this notice appears clearer (it'll] the JUN 0 2000 document, the documevit is of l]i:er�il]:�l yualily 1111C1'(1�I�l1lC(� 111IT1111I1 tltj, , tl!�j1l 11ji111! I;Tj T'1�T1 ,1,111,!l, i►1,1 !1111 111011 I; . ;il ` 111111111�11.1.!N! of Ill.! ..171,11lI!1fil��.U1_0111 ;�i.l!il��l(ill' 11ilIllii.!! !!I!!li!!!!lIIII!!!Itllllli!I!I!n yl�.l�l�l!ulinll!lillfl!I!IIIc!!!!I!ltllslu!!!II!!Innl�l� !!1 u,l�;�, linl;l, IIlll�llll,iils;l� �illlel;illll. 'IIIIcl1�:Illllln!! . .,..,. —:.— _-... ...."——. -.is „— •....,, -: ..._,. f ..- ':..' ; ..i — 1 • r xw.gya7A,1 iij3{ I� A ,� �L- n C I r� CU►�/r FEF` L N T I f 1 L- NUMBER OF WRAPS HEIGHT ABOVE -9 3x3x3/16 -9 - f OP OF FOOTING PRESTRESSING NOTES 20 LAYER ru LAYER 30'-0+' _ _- � --2= �T POURED I N PLACE WALL, 1) THE MAXIMUM STRESS TOLERANCE IN ANY STRAND TOP ANCHOR - - 5" o- 4" RE 1 NFORC 1 NG AND SHOTCRETE --- INSIDE 'HALL AT ANY P01 N r AT ANY ELEVATION ON THE TANK 12" (NO WRAPS) 0 7 27+0" �- j OMITTED TT i ED FOR CLARITY WALL AT ANY TIME DURING THE WRAPPING OPERA T 1 ON ---T_- -- --- - - -. 1 3"{�-- � I SHALL NOT EXCEED % 320 POUNDS FROM THE bAVER1 ! 3/4" TH f CK - 12 1 "+� CEN TERBULB -- 10 _.__r 5„ 3 1 2„ AGE FORCE SETTING OF 14,950 POUNDS. 24'-0" PLYWOOD 2) THE CONTRACTOR SHALL PROVIDE A CONTINUOUSLY -- -- -- 1/2" F_L ECTRON 1 CALL Y RECORDED FORCE APPLICATION GRAPH 0 14 „ SECT ! ON -._ ----_� 21 '-0" 1/2" yl I'•_ 1 1/2 3/8 0 BOLT FOR THE FULL LENGTH OF ALL WRAPPED STRAND AS --- PERMANENT OOCUAAENTED EVIDENCE THAT THE FORCE - APPLICATION I CAT ION REQUIREMENTS HAVE BEEN MET. ALL _ RUBATEX R423N (OR EQUAL), TOTAL - 0 17 WIDTH OF BASE PADS AND WATERSTOP PVC WATERSTOP, SEE DETAIL 8 SUCH FORCE READINGS MUST BE. BASED ON CONTINUOUS ,8'_0" WALL I S 1/2 GREATER THAN WIDTH OF WALL, I I TH 1 S DRAWING SENSING OF THE STRAND BETWEEN THE TENSIONING 6" COMPRESS PADS BETWEEN WALL FORMS DRUM AND THE WALL AS THE STRAND I S BEING LAID 0 20 4 11211 PACK TS 3x3 WITH H 1 GH FORM 1 NTFRMED 1 A TE ANCHORS � K BUILD EPDXY IMMEDIATELY TO PREVENT GROUT LEAKAGE ON THE WALL. AS REQU I RkD 17 -0„ _ PRIOR TO INSERTING NC: BEG I N WALL POUR W 1 TH I " 3) MANUAL, 1 NO! V►DUAL, OR }N TERM 1 T TF.N T FORCE REAL)!NCS -`-- - - �_� "U" ANCHOR 1/2" (TYP) TH 1 CK LAYER OF 1 C: I S M 1 X, TAKEN WHEN THE STRAND IS IN FULL BODILY CONTACT 0 ?.3 - - W I TH THE WALL WILL NOT BE ACCEPTED. 12'_O" --'� "- � � 11 �- 4) FORCE READINGS BASED ON ANYTHING OTHER THAN -- - -L TOP OF FOOTING INSTANTANEOUS MON I TOR I NG AS THE. STRAND I S BE IOG 0 26 3/8"0 STRAND CCL ANCHOR �. SECT 1 ON K 314" -1 , TENSIONED WILL NOT BE ACCEPTED. 91-011 5) INTERNAL TENDONS PLACED CIRCUMFERENTIALLY I NS'DE I — �� _ � CLOSED-CELL PAD, PLACE AFTER 4�. DUROMETER BEARING PAD THE COREWALL WILL NOT BE ACCEPTED. 0 30 6) THE STRAND SHALL BE 3/8"0 BEFORE GALVANIZING 6'-0" SHOTCRETE POUR 1 NG WALL AND BEFORE PLACED CONTINUOUSLY W! 'i H A M 1 N I MUM GAL VAN I Z I NG OF 0.85 OUNCES PER -"i - _ APPL 1 CA T I ON OF SHOTELRETE F314" - T1E OFF WATERSTOP AT 12" OC, SQUARE FU07- AND A M1N1MUM BREAK!NG STRENGTH 0 33 2 I/2 - x 1 1/2" x 4" BAR OF 21,400 POUNDS AFT--? GALVANIZING. 3'-0" SEISMIC CABLE SLEEVE, PLACE -- EACH WAY, TOP AND BOTTOM 7) THE STRAND SHALL BE �- I " ABOVE TOP OF FOOTING + STALLED AS INDICATED BY YVRAPP 1 NG REQ U IR EMEKITS. - j- 8" (NO WRAPS) 8 28 1 IL 8) PRIOR TO AP"LYING THE CIRCUMFERENTIAL PRESTRESSING BOTTOM ANCHOR _ -1— - 0'-0" C, 4x6.25 STRAND, APPLY A 318" THICK LAYER OF SHOTCRETE f� -Z- - -- --- 8" SEISMIC CABLE (TYP) �- OVER THE ENTIRE COREWALL. 9) IF MULrIPLE LAYERS OF STRAND ARE REQUIRED, PROV!PL WRAPP I NC REQUl REMENT5 1 TOP OF WALL FOOTING 3/8" M 1 N I M►1M OF SHOTCRETE COVERAGE BETWEEN WALL ANCHORSECT 1 ON `a L A YERS. (WRAPPING REQUIREMENT,, ARE BASED STRICTLY ON i HE -- 3 114" 10) PROVIDE 1 112" M!N I MUM OF SHOTCRETE COVERAGE FORCES AND TOLERANCES SPEC 1 F I ED IN THE C I RCUMFEREN T 1 AL - OVER THE OUTER LAYER OF STRAND, PRESTEESS I NG NOTES AND IN THE SPEC IF/CAT IONS) WALL ANCHOR DETA I LIS r2 5" 4" 10 ALL ,:HOTCRETE TO BE APPL I EO WITH AN AUTOMATED PROCESS KEEPING NTHE NOZZLE AT CONSTANT DISTANCE AND A _ WALL BASE JOINT DETAILS AND ANGLE AS 17 T TRAVELS AT A UN I FORM B 1-DIRECT I ONAL SPEED. FINAL SHOTC,RE7E COVER TO HAVE A SMOOTH 3/4" .x Z 114" CLOSED-CELL RUBBER PAD S�- 2 FLOAT FINISH. /TYP A T EACH CORNER I 114"T 1/2" WALL BASE JOINT NOTA VER T 1 GLUE ALL PADS TO TOP OF WALL FOOTING WITH CONTACT CEMENT. I I C� -- 112" x 3" x 40 DUROMETER 2)) FILL ALL VOIDS BETWEF_'N BASE PADS, SE 1 SM 1 C CABLE SLEEVE AND C I BEARING PAD, PLACE CONT I N- WATERSTOP WITH A SOFT MASTIC. FRES TRESS 1 NC NO TE.. 3" UOUSLY AND FIT TIGHTLY f) PRESTRESSING STEEL SHALL BE 1.25"0 AROUND SQUARE TUBING I " x 3 112" x 40 DUROMETER BEARING PAO, 8" THREADBARE MEETING THE TENSILE, PHYSICAL, PLACE CONTINUOUSLY INSIDE WATERSTOP CL WATERSTOP AND DEFORMATION REQUIREMENTS FOR ASTM A-722 TYPE 1 1 BARS. 11 CDN 1 CAL HOLE (TYP 1/4" CL �- - - 5" 2) THREADBARS TO BE HOT-DIP GAL VAN I ZED TO PROVIDE A MINIMUM W 1 EGHT OF ZINC COATING TOP AND BOTTOM - EQUAL TO 0.85 OUNCES PER SQUARE FOOT. 3" BEARING PLATES) T - - - ! i/4" CL (TYP) 01 TANk' RADIAL LINE 3) THREADBARS WITH QUENCHED OR TEMPERED 5" - - STEELS WILL NOT BE ALLOWED. FILL ALL VOIDS BETWEEN RECTANGULAR 4) THREADBARS SHALL -PAVE A MAXIMUM CARBON BEARING PLATE (TYP AND SQUARE TUBING WITH RUBATEX CONTENT OF 0.55%. TOP AND BOTTOM) I/4" ('L � R423N (OR EQUAL " 5) DEFORMATIONS SHALL BE UNIFORM AND SUCH j ) - 3/4 x 2 114': CLOSED- L I " x 5" RUBATEX R423N SEISMIC.' CABLE_ SET (TYP) THAT ANY LENGTH OF BAR MAY BE CUT AT I 2 112 2 1 L2 CELL RUBBER PAD (OR EQUAL) PAO ANY POINT AND THE INTERNAL THREADS OF THE — 112" x 3" RUBATEX R423N PROPER NUT CAN BE FREELY THREADED ONTO � (OR EQUAL) PAD, 2 REQUIRED, THE BAR. p 6) MINIMUM ULTIMATE STRENGTH OF THE NUT MUST - TUB 1 NG FIT TIGHTLY AROUND SQUARE PLAN OF PADS AT WALL BASE JOINT 4 ---- EQUAL AF LEAST 9590 OF THE' MINIMUM ULT1MATE SQUARE STEEL TUBING STRENGTH OF THE BAR. (46 KSI M!N YIELD) - 7) DURING EACH WALL POUR, FLUSH THE VERTICAL A THREADBARS WITH CLEAN WATER FROM A HOSE. ANCHOR NUT W 1 TH PLACED THROUGH AN OPEIJ 1 NG IN THE WOODEN BALL SHAPED CONNECTION PLAN OF WALL TO ROOF CONNECTION 3 CAP OVER THE WALL TUBE. 35 E' BOTTOM VERT I CAL THREADBARS, NUTS AND BEARING PLATES OMITTED FOR 8) EACH VERTICAL TENDON Sf�rLL BE STRESSED (TYP TOP AN 1 ( C D BEARINC NC NLATES TWICE AS FOLOWS: ) CLAR I TY, VERIFY ALIGNMENT AND CLEARANCES DURING NG WALL POUR) INI TIAL _ I 1 CONICAL CAL HOLE (TYP F R N 'AT_QN } WALL T�RQQF CONNECT I ON NOTES; BEFORE WRAPPING 62.39 K 0.60" ! 3/4" BEARING NG PLA TES TOP AND BOT70M !) GLUE ALL PADS TO TOP OF WALL WITH CONTACT / F ' AFTER SHOTCRETE !.37.3 K 1.311, ) CEMENT EXCEPT CLOSED-CELL PAD WHICH IS GLUED TO UNDERS 1 DE OF ROOF AFTER WALL IS E = NUMBER OF RIBS PE-R SIDE F ''" --- BEARING PLATE• (TYP POURED. 9) GROUT PUMP EACH VER T I CAL THREADBAR FROM TOP AND BOTTOM) 2) FILL ALL VOIDS BETWEEN WALL, ROOF PADS THE BOTTOM GROUT CONNECTION WI TH A 2-PART AND TUBING WITH A SOFT MASTIC. WATER INSENSITIVE EPDXY UNTIL THE ENTIRE NUT - H!Gh STRE14GTH THREADBAR LOCATION A B C D E F V I NYLEX GREEN- AT THE TOP ANCHOR CONNECTION HAS BEEN STREAK COVERED. THEN DRYPACK THE REINA I NDER OF THE F' I- TUB 1 NG W I TH A I C:2S MIX IMMEDIATELY AFTER THEWALL TO WALL cn INSIDE OF THE TUBING HAS BEE'I COATED WITH THREADBAR, NUT, AND ROOF REINFORCING 9" ! " 3/8" 3/8" OR 114 RB9-38H 735 W EPDXY. IN LIEU OF DRYPACK• I NG, THE TUBING MAY E +3E FILLED W 1 TH PEAGRAVEI_ PR!OR TO GROUT BEARING PLATE DETAILS H � OMITTED FOR CLARITY FOOTING 8 VERTICAL WALL 11411 2 PUMPING AND THE ENTIRE TUBING MAY BE PUMPED (TOP ANCHOR SHOWN, BOTTOM ANCHOR SIMILAR) S- 2 2 1/4" JO 1 NTS+, 6" - 3/8" OR 7 - R6-38 783 m FULL OF GROUT. 31' 31' 3## FLOOR JOINT 7118" Ln 10) INSTALLATION OF THE VERTICAL THREADBARS IS SHOWN ON DWG S-2. FLOOR TO PIPE o , 51811 513211 3/32" 1/2" BLOCKS 4" OR 3116" OR 5 OR RB4-316 702 318"0 GALVANIZED STRAND PVC SHOTCRETE REGLET 314" 3116" 114" MUS = 20,000 LBS/STRAND - RUBATEX R423N (OR EQUAL) —_ v_ - 411(* ) :�. - RUBATEX R423N (OR EQUAL) PADS 7/8" 7 1/4" (6 STRANDS PER SET) 6 3/8" SHOTCRE TE AND WRAPPED STRAND --1:,'�.; ROOF J01 NT 6" OR 3/8" 3/8" OR OR RB6-38H 732 ?' -- 13/8" 3/8" ---I I�- 1 1/.2" "�` P�A�EROMETER CONT 1 NUOUSBEA�YNBETWEEN 1 8 9132" c' 318"0 GAL VAN I ZED STRAND (TYP) _ ��_�- -- 2 112" VERTICAL THREADBARS AND WALL SQUARE TUBING 5 AT 7 8" # 450 REINFORCING NOT SHOWN FOR CLARITY' SEE NOTE I BELOW _ A WATERSTOPNOTES: RUBATEX R423N (USE TWO -- I-r CLOSED CELL P D, GLUE TO UNDER - _ i 5 -0 �� �__ 1 -2 5 0 P 1 ECES GLUED TOGETHER SIDE OF ROOF AFTER POURING WALL 1) NO CENTERBULB ALLOWED IN THE WATERSTOP FOR THE 1ZWITH RUBATEX GLUE) I..-_ 6 3/8" I AND BEFORE APPLICATION I CAT ION OF SHOTCRETE VERTICAL WALL JOINTS. �l 2) SEE SPEC 1 F I CA T I ONS FOR MATERIAL REQUIREMENTS. PLAN OF SEISMIC CABLE SET S 3) ALL SPL I CES SHALL BE MADE IN ACCORDANCE W"I TH rHE MANUFACTURER'S RECOMMENDATIONS. SECTION OF SEISMIC SM I C CABLE SET o (! 10 SETS IN EACH DIRECTION, 220 SETS TOTAL) - WALL TO ROOF CONNECTION DETAILS 7 WA TERS TOP SCHEDULE 8 0) �n F_ SHEET W - ---- - - - --- NOTICE �(�. �- -� � , . .-I jam• nvenuc _MLH O -- 13UP 98-0042 ___ _-_-_-- -DESIGNED SEE PRESTRESSING DETAILS, -NOTE ON DWG SI 't ,�aI � BUP 98-0049 --- .---- - ------ 0 1 AND TECHN I CAL ♦ 10610 NS Muffay,Smith&Associates,lnc. �•ya __ PLM 98-1)of 32 --- -_- -- - ------ �� _ HCM REGARDSPECIF!lNGGA r�RUCTURAL - CITY i OF TI�D MISCELLANEOUS JOINT DETAILS, S- 3!ab` 19 DESIGN REQUIREMENTSI4� Engineers/Planners �y pF n6ARD w - DRAWN aa�Qo� -� IF THIS BAR DOES - - -- ---- - --- NOT MEASURE ," CGP JLH OF TANK <. � 30 59eq _ _ _ oo� MENLOR RESERVOIR Cl -- -- -- - - - - - - --- THEN DRAWING IS DESIGN/CONSTRUCT q�, �4 121 S.N. Salmon, Suite 1020 Phone 503 225-9010 AND SEISMIC CABLE DETAILS NOT TO SCALE CHECKED CONTRACTOR, FS L . N�� Portland, Oregon 97204 Fax 503; 225-9022 / 19 OF 32 NO. DATE BY REVISION EXPIRES 6-30-99 - PROJECT NO.: 96-0341.201 SCALE: AS SHOWN DATE: JUNE 1997 011 11 If this notice appears clearer lhan Ow JUN 0 2 2C00 i �' II Il,,alil�. llllCll d�cumcnl, the document Is of near In. I1j1C1'ntl ,, .• ' �ljljl I{f(Ijl� ljljl i Ijljl� !�fjTj1 i f��l`�`� j i � I j + t i{Ij I1 {i{I i i�f�ljill� ! l I{I{Iji I{f{I 1 1 ijl(Ili�l�l�l (f•1�� �IPII �"�' , INC" MADt Ill 040A •,,:, .:.>,�:; i it i , it i I . .� ... ,. ► Iljll ! I {III II II! III II 1 I j!!! .I ({!I I lI,1{!! ( l l!!ill Illi{liltlllll !!! tl� !!! I il!! Ilii ! !!{l1141!i!t I!11i11{!!Ili f! i ! I !'! ! ! I !!{ .,I' i ', 'll"' I,ll 111 l l)l. ..11_11�. .��_ h<U-11 . . _I1.. ! __. l ..LJ _..._.—_sl..1.�+_ 1.... . .�... _I_—.. -...-..ISI . ! tllu f,l :ll I! . ,! i h ! ! ..1, ,li) ,,, lis,,.,,, 11111,1, 11 I .s .0 .,t ,,ss{ s I Isis s I,, � IllltnE{„lil 1 4 a 3 r ti I c AIL i f) ..r,. ,.: r r '.tip . .w..,u'.•... •.: rt...>9%'..wVW.r •;V J! rli.W Gi?93d W' .. .. - .., .... .-_ r. .w.rw ... . - c:�wgr- i I LEGEND GALV. TOP SPLICE BAR CENTEPEO ON JOINT a (4'-O" LONG FOR 04 BAR, 5'-0 LONG FOR "C" COLUMN STRIP E K E SIKAFLEX-2C SEALANT (OR EQUAL) #5 BAR AT SAME SPACING AND SIZE AS "D" BBC B&C B&C B&C "M" MIDDLE STRIP E K K E PVC WATERSTOP, SEE AND I BARS, PLACE BAR AT SAME ELEVATION DETAIL 8 ON DWG S-3 AS REINFORCING THAT IS CUT r - � G r - � G r - � G r - 1 r - � r - � r - � r - � 2 - #4 BARS ALONG JOINT IN ADDITION 1 J II II C II 11 �� II II �� II G ❑ 4' x 6' ROOF HATCH (SEE DETAIL 2 ON DWG S- I FOR {�— }} 2 It I -e H - #4 STIRRUP AT SAME SPACING AS "G" TO REGULAR ROOF REINFORCING (TYP L — J L — J L J L — J LOCATION AND DETAIL 7 ON THIS DWG FOR L - J L L — J L — J K AND "J' BARS (SEE DETAIL 1 THIS DWG) I.— EACH SIDE OF JOINT) I - I ® I I I I I I REINFORCING AT ROOF OPENINGS) E K F L F L F L F a £ � I/2" I I/2" CLEAR (TYP) B&C I G D&C tlp�lr O&CD&C 1 B&C ROOF VENT (SEE DETAIL 2 ON DWG S-I FOR 2'-0", 1 Ir - I r - � r - � IF -I ® LOCATION AND DETAIL 7 ON THIS DWG FOR r - 1I Ir - I r - � r - � r - � I Ir - i -� I J 1 0 1 J&H I C I J1d4 1 J 1 J&H 1 0 1 1 I REINFORCING AT ROOF OPENINGS) - + S I 2 - IL - J L - JI IL - JI IL — .JI L — JI L - JI L — J L — J L - 1 L — J L — J L — J I I 2'-0" ® I 4" I 1/2" CLEAR (TYP) _'kms K I F L F I I F I L I F I L I F L F I K 0" CLEAR (TYP DIRECTION SHOWN ONLY) L G D&C D&C D&C D&C D&C D&C PROVIDE 12 "K" BARS IN THIS - - - WHEN STIRRUP IS ORIENTED IN TRANSVERSE GALV. BOTTOM SPLICE BAR CENTERED ON JOINT r - 11 Ir - i r - i r - i r - I Ir - I G LOCATION (TYP 4 PLACES] I I DIRECTION, LOCATE BETWEEN UPPERMOST (4'-0" LONG FOR #4 BAR, 5'-0" LOfJG FOR AND LOWERMOST LAYERS OF REINFORCING #5 BAR) BA SAME SPACING AND SIZE AS TI I � II J&H 11 � I JMI I 0 I Jdii I � I J&H I � I JRdt 11 0 I � 2 FY —h+e �'--{i-- fI �' AND "F" BARS, PLACE BAR AT SAME ELEVATION L — J L — J L — J L — J L — J L — J L — J � L— Jj L — J L — J L — J L — JPROVIDE 1( "G" BARS IN THIS AS REINFORCING THAT IS CUT —jl— LOCATION (TYP 4 PLACES) L I F L F L IL F I L I F I� IF L F I L 3 I , ROOF JOINT DETAIL D&C D&C D&C D&C D&C D&C ROOF JOINTS AT LOCATIONS SHOWN ON DWG S-- I r - -n r - I r - I r - , r - I r - I PROVIDE 13 "L" BARS IN THIS r — 'I ' r - I r - i r - I Ir - i r ( ) 1 0 1 J&14 11 C 1 J&H I C I J&H I C I J&H I C I J&H I I C 1 LOCATION (TYP 2 PLACES) 2 Fl —1 ! - - - I ' 11 'HG — II — J L — J L — J L — J IL — J GL ..- JI IL — L — J L — J L — JI IL — J B�n JI - - T T- - T—� - -1 T -I - �1 K F L F L F L F K 1 1/2" CLEAR —II 24 REGULAR ROOF REINFORCING I I I F I L I F I L I I B&C D&C D&C D&C D&C B&C I -L Ir - i r - 11 Ir - i1 Ir - 71 Ir - 11 r - 11 Ir - n r - 1I Ir - 11 Ir - , I Ir - � r - 1I 1 I/2" CLEAR (TYP) ICI IC` I Jdd4 ICI JAd4 ICI JAdI ICI 101 - +� 21 12 ' + - 4„ L — JI C IL — J L — J IL — J L — J L — J L — J IL — J r — J L — J{-II� L - J IL - J #4 STIRRUPS, ONE PER HAIRPIN� G 1 EI I E 6 - #4 CIRC BARS B&C I IBI IBI IBI F L F L F L F K r r r - I r K r - 11 Ir - 11 Ir - 11 Ir - 1 I J 11 11 11 C I I I C 11 I ++ 2 I+—+1 -e H 14^ 4"(r-) /2" CLEAR (TYP) L G L G L — J G L — J — J L L — J L — JT 3/4" DRIP STOP -�... I #4 HAIRPIN AT 24" OC, [� E K K E WITH 22" LAP TO ITSELF I I E K E 0" CLEAR (TYP DIRECTION SHOWN ONLY), WHEN HAIRPIN IS ORIENTED L L IN TRANSVERSE DIRECTION, LOCATE BETWEEN UPPERMOST AND LOWER- - - MOST LAYERS OF REINFORCING, SEE DETAIL 5, THIS DWG M M - - ROOF EDGE REINFORCING AND "A " BAR DETAILS a 10,_6" 10'-6" IO'-6" 106" 10�_-6" 10'_6„ 10,_6" 10,_6" IG'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10,_6„ 10'-6" 10,_6" 10'-6" 10'-6„ 10,_6„ 10'_6"_10'-6- --c-- 0,_6" C M C M C M C M C M C C M C M C M C M C M C DIRECTION WHIG HAIRPINS MUST BE ORIENTED ROOF SLAB DIAMETER = 145'- 0" ROOF SLAB DIAMETER = 145'-0" i PLAN OF ROOF REINFORCING IN TOP MAT IN ONE DIRECTION PLAN OF ROOF REINFORCING IN BOTTOM MAT IN ONE DIRECTION z Y DIRECTION WHIT / HAIRPINS MUST (RFINFORCING IN THE TRANSVERSE DIRECTION SIMILAR, SEE DETAIL 6 THIS DWG FOR BAR SIZE, SPACING, AND LENGTHS) - (REINFORCING IN THE TRANSVERSE DIRECTION SIMILAR, SEE DETAIL 6 THIS DWG FOR BAR SIZE, SPACING, AND LENGTHS) - / BE ORIENTED i i X DIRECTION OF REGULAR REINFORCIN VARIES —_I 10'-6" 10'-6" 10'-6" 10'-6" -1 ,2„moi ,2„ 5'-3” 5'-3" 12" 12„ 5'-3" 5'-3" PLAN OF HAIRPIN ORIENTATION s 5'-3" 5'-J5'-J" 1 I I I h q" BAH DETAILS u BAR DETAILS BAR DETAILS u BAR DETAILS I I/2" CL (TYP) ~— I I_— I 7 I EA LENGTH r SI EA LENGTH iSINEA LENGTH i SI EA LENGTH B G D D (ONE QUADRANT SHOWN, OTHER QUADRANTS SIMILAR) - A 'SEE DETAIL B #5 6 VARIES C 15 5 10'-6" 0 #`i 6 2J=0" 8" A E 12" 12" F 0" (TYP) -- 12" - 12" F C 12 12" F JP 5'-0 £ #5 II VARIES F #5 II 23'-0" G 14 11 VARIED' H #4 5 10'-6" 1 K #4 II VARIES L #4 II 23'-0" 1 1/2" CL (TYP) DROP PANEL (TYP) —17 5'-0" (TYP) T COLUMN (TYP) W ROOF EDGE, SEE DETAIL 4 THIS DWG TYPICAL REINFORCING IN COLUMN STRIPS SECTION G o (VERTICAL SCALE EXAGGERATED, REINFORCING IN TRANSVERSE DIRECTION SIMILAR, BUT OMITTED FOR CLARITY) TYP DIAGJ OPENING FOR HATCH 7 NOTES. v I) WHERE SHORT BARS ARE USED IN THE SAME BAY WITH LONGER BARS, ALTERNATE VARIES 10'-6" 10'-6" 10'-6" IO'-6" PLACING THE SHORT BARS WITH THE LONGER BARS ACROSS THE WHOLE BAY. 2) SPLICES SHALL ONLY BE ALLOWED AT LOCATIONS SHOWN ON THIS DRAWING. y 51-31, S'-3" 5'-3" 5'-3" 3) AT THE CONTRACTOR'S OPTION, WITHIN ANY BAY, THE BARS FROM ONE SPAN MAY 1 1/2" CL (TYP) 12" � 12' 12' +� 12" --- � 7AiS)DNALREINFORCING BE EXTENDED TO PROVIDE THE STEEL FOR THE NEXT ADJACENT SPAN. IF- BARS T G HJJIRED (SEE NOTE 1) o OF DIFFERENT SIZES ARE USED IN ADJACENT SPANS AND THE CONTRACTOR ELECTS T -- -� TO EXTEND THE STEEL FROM ONE SPAN TO THE NEXT, THE LARGER SIZE BAR 8" A K 12" � 11" L G" (TYP) 12" 12" L H 12" -F——}- 12" L 4) NOALL BE"BURY"DSED.OR "CARRIER" BARS MAY BE USED IN THE BOTTOM MAT OF REINFORCING. RE I NFC)RC I NG AT ROOF OPEN I N GS / It 5) THE LOWER LAYER OF REINFORCING IN THE BOTTOM MAT SHALT. BE PLACED IN THE 1 1/2" CL (TYP) NOTES_ - SAME DIRECTION AS THE UPPER LAYER OF REINFORCING IN THE TOP MAT. -- CENTERLINE OF TRANSVERSE COLUMN STRIP (TYP) PROVIDE IXV " OF COVER FOR THE LOWER LAYER OF REINFORCING IN THE BOTTOM 1 1) ADD REINFORCING EQUAL TO DOUBLE THAT WHICH INTERSECTS O MAT AND Ifs OF COVER FOR THE UPPER LAYER OF REINFORCING IN THE TOP MAT. �� THE OPENING AND PLACE HALF OF THE ADDED REINFORCING ROOF EDGE, SEE DETAIL 4 THIS DWG T YP I CAL RE I NFOR C 1 NG IN MIDDLE STRIPS SECTION M ON EACH SIDE OF THE OPENING. 2) STOP ALL REGULAR REINFORCING WHICH INTERSECTS THE ROOF REINFORCING SCHEDULE E (VERTICAL SCALE EXAGGERATED, REINFORCING IN TRANSVERSE DIRECTION SIMILAR, BUT OMITTED FOR CLARITY) - OPENING 2" CLEAR OF THE OPENING ON ALL SIDES. O J) ADDED REINFORCING SHALL BE .SPACED WITH TWO ADDED BARS BETWEEN REGULAR ROOF REINFORCING BARS. m 4) LOCATE THE ADDED REINFORCING AT THE SAME ELEVATION AS N REINFORCING THAT IS CUT TO AVOID OPENING. tj NOTICE SHEET Gytq,ya-MZ MLH SEE NOTE ON DWC S-1 61 Ne -�/ B"V 9g-604g G DESIGNED AND TECHNICAL �� ,gs,o4 =- Murray,Smith&Associates Inc, ,y1 „ Aw ROOF REINFROCINQ DETAILS CL HCM _ SPECIFICATIONS _ Y 1 , CITY OF TIGARD S— 4 19..1496-0OY7 REGARDING STRUCTURAL _ g AND ROOF JOINT DETAILS J W P""` 10 of 32 DRAWN �. , - Pn iaeers/Planaers GiYOF11G"UtD DESIGN REQUIREMENTS MENLOR RESERVOIR -" IF THIS BAR DOES c�ac.p — NOT MEASURE 1" CGP/JLH OF TANK Vis" 0"' �M THEN DRAWING IS CHECKED DESIGN/CONSTRUCT 1,yFs L H0- 121 S.I . Salmon, Suite 1020 Phone (503) 225-9010 U NOT TO SCALE CONTRACTOR. Portland, Oregon 97204 Fax (503) 225-9022 20 OF 32 y N0. DATE BY REVISION EXPIRES 6-30-99 --� PROJECT NO.: 96-0341 .201 SCALE: AS SHOWN DATE: Jul JE 1997 .. ... ..-. -. - . „. .,. ::. If this notice appears c!emer than the JUN U 2 2000 - nment, the document is of marginal qualit,. 7 Il1ICTOIilme11 _ PII Iliilll�llill i IIIjIIII(jl� il'jrf{I�( �lh 1111111 iji(I IIi� +T I Imo11-1„6111w11�IIU.Iaa�, u6lll! !IIIIII I IIIIIII w1l; I 11111g 'lluuji� I I I I!i 1 iII'IIVIIIII I'II1�Ir1I111I 111111111111 1.tlI1• ' n1tl. jl111�1 Iljllglllgnllll�L III dH!�Ilrnn lfcl�llgl!. III;I "; VIII'!I VIII"IOpIIV',p !IUII01 I011llulllllhgl glljll l I 7'-6" SQUARE PVC TWO- FLAT SLAB DETAIL 10 ON DWG 5-3 N 8" ROOF 1 -a 3"(F) (ROOFWREINFORCING N0�OWN) TIE OFF ALL WATERSTOPS T AT 12. OC ON BOTH 8" DROP PANEL J �" SIDES IN BOTH DIRECTIONS ROUGHEN SURFACE SEALANT JOINT ALONG LAP SPLICE SPIRAL REINFORCING FLOOR AND WALL FOOTING ONE FULL REVOLUTION 6" PVC WATERSTOP /N FLOOR JOINT JOINTS, SEE DETAIL 4 ON 12 ALL TIE WIRES MUST BE BENT ENTIRELY WITHIN SPIRAL, INSPECT AND BENT lA° INTO FOOTING JOINT THIS DRAWING CU-WN REINFORCING THOROUGHLY AFTER FABRICATION AND BEFORE 6 MIL POLY SHEETING3" ENCLOSING IN FORM UNDER ENTIRE FLOOR T 6" hOOR AREA !L SLIP PAD LBASE MATERIAL, SEE SPECIFICATIONS FOR DETAILS COLUMN—R F CONN CT ION K2 _ I RADIAL SECTION OF WALL FOOTING AND F1.0OR JOINT 1 8 - 18 VERTICAL BARS (FLOOR AND WAU. FOOTING REINFORCING NOT SHOWN, SEE DETAIL I ON DWG S-I FUR JOINT LOCATIONS) - 1 CLEAR 14e"O SMOOTH OR DEFORMED SPIRAL REINFORCING AT 3�" PITCH 24"0 COLUMN 1 CONCRETE OR PLASTIC SPACER ' 1 COLUMN SECTION o ALL WATERSTOP WELDS TO BE PER 4000 PSI ADOBE OR HIGH STRENGTH PLASTIC MANUFACTURERS RECOMMENDATIONS SPACER DISC, USE 6 SPACERS AT 60" LAP SPLICE VERTICAL REINFORCING 39" PVC WATERSTOP, SEE FLOOR AND FOOTING JOINT, LOCATION OF FOOTING JOINT HORIZONTALLY, START AT TOP AND BOTTOM, DETAIL 8 ON DWG S-3 SHALL COINCIDE WITH LOCATION OF FLOOR JOINT PLACE HORIZONTAL ROWS AT 36" MAXIMUM VERTICAL SPACING, HIGH STRENGTH ADOBES OR PLASTIC SPACER DISCS MUST BE OF - SUFFICIENT SIZE, STRENGTH AND SPACING TO _ HOLD REINFORCING IN PLACE AND TO MAINTAIN WATERSTOP CENTERBULB PROPER COVERAGE DURING THE ENTIRE FABRICATION, ERECTION AND CONCRETE PLACING OPERATIONS, ADEQUACY OF SPACERS MUST 6" PVC WATERSTOP IN BE DEMONSTRATED PRIOR TO USE /Y" DEEP x 5'-6"0 FLOOR JOINT AND BENT ADDITIONAL 115 ALONG JOINT, REGULAR FLOOR RECESS, ROUGHENSURFACEINTO FOOTING JOINT TYP BOTH SIDES OF JOINT, T k B REINFORCING 1" SURFACE REGULAR FLOOR T REINFORCING 1" 6 MIL POLY SHEETING I I I I 6'-0" SQUARE 18" WIDE x 3�" THICK CONCRETE 6" 6 COLUMN FOOTING 3 SLIP PAD AJOINT, CENTER NOREBAR REQUIRED 15 x 5'-0" LONG AT 10" ON CENTER, IOP AND BOTTOM, CENTERED ON AND 8 - %"0 SS ANCHORS UNDER /DINT, NO PERPENDICULAR TO JOINT, HOT DIP GALVANIZE, LOCATE BELOW WATERSTOP IN SLAB WITH 2" MIN EMBEDMENT - -- TYPICAL FLOOR REINFORCING IN ONE DIRECTI TYPICAL FLOOR REINFORCING IN TRANSVERSE DIRECTION-- SECTION N CREtNHECK GR5-36 (OR (WALL FOOTING REINFORCING NOT SHOWN) - EQUAL) ROOF VENT 2 - 14 HOOPS WITH 20" LAP, REGULAR ROOF REINFORCING NOT PLACE DIRECTLY BENEATH SHOWN, STOP ALL REINFORCING REGULAR FLOOR REINFORCING THAT INTERSECTS OPENING 2" CLEAR OF OPENING, SEE DETAIL 5'-6"0 COLUMN FOOTING RECESS 7 ON DWG S-4 FOR ADDITIONAL CENTERED UNDER COLUMN B - 14 BARS WITH 6" HOOK, REINFORCING REQUIREMENTS U~) EVENLY SPACED AROUND VENT I'-1 h" 64(x) (TYP) W SIKAFLEX-2c (OR EW AL) SEALANT, WITH 14 CIRC BAR ALL AROUND APPLY BOND E SURFACE UNDER BREAKER SEAL NT HHORIZONTAL 6" %) (TYP) 6" (ALL AROUND) ) OT ) ro ''1 I• SECT pN (SQUARE ELEVATION L O COLUMN FOOTING ABOVE O ROUGHEN SURFACE, SEE NOTE 3 WAN"mw*w N GALVANIZED 0 x 5'-0" LONG AT 10. ON ROOF T T I .5 t\ CENTER, TOP AND BOTTOM, CENTERED ON PLAN OF MN FOOTING RECESSs 0r) AND PERPENDICULAR TO JOINT - 1 I O_ 1 COLUMN NOTES b FLOOR JOINT SEALANT DETAIL 4 1) POUR A I" THICK LAYER OF (IC: 1S) MIX AT THE BASE OF THE COLUMNS IMMEDIATELY PRIOR TO BEGINNING THE COLUMN POUR. (5(IDGRADE AND CONCRETE SL ,P PAO NOT SHOWN) 2) POUR A �" THICK LAYER OF (IC: IS) MIX AT THE COLLARN r FOOTING RECESS IMMEDIATELY PRIOR TO BEGINNING THE COLUMN FOOTING POUR. O 3) COLUMN FOOTING RECESSES SHALL BE ADEQUATELY ROUGHENED N AND CLEANED OF CURING COMPOUNDS BY SANDBLASTING, OR 7 EQUAL, PRIOR TO POURING THE COLUMN FOOTING. OI1432J.W. 134 Avenue i BLIP 98-0042 W' BLIP 98-0048 0) N PLM 98.0027 U Page 2! of 32 ---- - NOTICEMLH Q,FDE' SHEET SEE NOTE ON DWG S—I ��xt d°tN�e�lj � 0 1 DESIGNED AND TECHNICAL c� 4 10610 0 _ Murrap Smith&Associates Inc, /� COLUMN, ROOF VENT AND d HCM SPECIFICATIONS '� Y1 1 CIN OF TIGARD S- 5 n REGARDING STRUCTURAL — J W DRAWN .-L , --, Engineers/Planners MY OF MAW FLOOR JOINT DETAILS OF TAN REOUIREMENT� MENLOR RESERVOIR IF THIS ABARSU DOES OMtinoN OWWN o - NOT MEASURE 1" CGP/JLH OF TANK 1 �� THEN DRAWING IS CHECKED DESIGNCCONSTRUCT 9,� J0 X11 10�' 121 S.W. SRIm011, Suit' 1020 Phone 503 225-9010 U NOT TO SCALE CONTRACTOR. Fg L 11E� Portland, Oregon 97;04 Fax M3; 225-9022 \ �� 21 OF 32 NO. DATE BY REVISION EXPIRES 6-30-99 1PROJECT NO.: 96-0341.201 SCALE: AS SHOWN DATE: JUNE 1997 If (his police :ggeencs (barer than the JUN C L document, the document is of marRtnal quality. 1111CfOIIIITIC(1 rfrf��(1111 IIIIIIIIIIIIIJI IIIIill�lhllj��'int IP ' 11111111 IIIIII�I .iII, I IR ) flli:ll1Illif i IIIIIly11,i 1 IIIIIII�I�IIIII a IIIIIIlhjIIi-lijl1i1,q- 1( l 1 MWMWWA _ .— ;. ..i �f I oil[11111 lIl11 lAl II'llllf� 111L1JJlI�IW III11Wl lllll!ID1n IEii unlunhl tli hI nl n Ilun i!I yuhu lipl�ullud!l� l l lhu !! I1,11 ,nilfl, „u1 I ,II"lult'II rtll ,l 11i10111 101 IJ�I IP1,1 LlJ�1J1 1 1 � — I 'I'll 111111:111111113; I _�I r ,- INSTALL. RIM OF DRAIN CONNECT BRACKET -0 TOP OF TANK SUPPORT BRACKET W/ 18 " EPDXY SST AHR, TYP OF 4 -- F___ LUSH W 1 TH FLOOR I `� - 6 -�--` - 16 x r2 �j„_�I I`^� 3"x4 ” THK L CONC P I PE 1E DRA ,N= 377.5 FIN GR RESER VO I R — BLOCK INSTALL IN PIPE PE BLOCK I '-9" �- t_ - " 5,_0,1 2 _8 .;. EL=.388/ �NALL L RED � - 12 SUPPORT EL=4 I I S 1 M TO OF PIPING 2" WASHDUWN/BENS 1 NG LINE OUTLLET,AIL TEE --- BRACKET BAFFLE 18 OUTLET 771- 7 I E.== 378.33 SEE DET 5 ----- — 16 45 TYP OF 4 _OF EL=410 SEE DEP!PE R1GHT 12" OVF_RFLOW I 12" URAIN ( ON SHEET S-6 BENDi 1 -1211 _ PIPE, SEE DET- P 1 PE 16" INLET S 1 L,A TD 3/ CONN EA SEE 3 ON DWG S-6 I _4" HIGH PIPING^ - TYP -- 6 „SECTrON (--L CUNC CURB rR 16 BRACKETS T r� -- -+- � + BOND TO <►'- --� I 8 W 2- FOR BLOCK _� , L _ THK FOR \' � FLOOR SLAB W A�_ - �� �,' � _ � / e FDN - , I �- - SS T BDL TS ►� 1 '-0" 1 " NUTS AND OUTLET PIPE -__ _ -- -' _ of ABOVE � � - � y � - -- RESERV01 R WALL -- 4'- I - r--- 16 STL P 1 PE W A Nr t ABOVE 16" BFV BAFFLE DETA I L / PIPE 1 o -� - BLOCK „+ I o Q - - _ -- — -- - 6 1-�- I - - _ �- - BAFFLE NOTES: _I f — — 12" MIN N FL_EXTEND FLEX —STL P 1 PE I. BAFFLES AND BRACKETS o a0 2" SCHEO 40 SST P I PE EXP JT F6 DI PIPE TO BE 036 STEEL. _I TYP - �' / FLG x MJ --•- 2. SEAL WEL D ALL WELD ►� 2" I NSUL_ FLG JOINT, 12" MIN CONNECTIONS. - IWALL - SEE DET .5 ON SHT C- 12 - --- 12" MIN 3. PAINT SIM TO P 1 PE. NO P I '-4" FDN ------ 2" BRONZE GV, FLG x FLG F E 1�° T _ CUTTING OR DRILLING -" 2-- 12" FLEX (ABOVE) a_ I E-377.0 OF STEEL PERM I T r _U FIN GR "PLG W/ �- 2" BRASS F'1 PF_, FLG x THRD FOLLOWING PAINTING R EL=385/- PIPE S TOP _- T - CONFORMING TO ASTM B43 � - � i -_ ___ 12" MIN 4. PROVIDE NEOPRENt. - - SEE SPECS SEE SECTION ON --- Q 2" BRASS FLEX TEND z/� 12" M 1 N ° WASHERS BETWEEN --- RESERVOIR _ - _ 16 90 BEND, FLG STEELWASHERS AND WALL, ABOVE N� FOR BLOCK FLEX EXP JT, SEE SPECS PAINTED STEEL. I NSUL FLG THK FOR OVERFLOW 16 " INLETV-"' NOTE INSTALL .2" SENS I NG/WASHDOWN P I P I PIG IN INLET PIPING PIPE BLOCK. I _6 JT TYP C= PIPE & DRAIN SEE SPECS PIPING ENTRANCE PLAN 2rQ 12" BFV, SECT I ON 12 FLEXTE.ND FLC x FL_G STL PIPE ' _�� r SCALE: � "= 1 -0" -- 3 „_ ,; FLEX EXP JT, �n SHEET-NOTE.: SCALE: - 1 0 - D I P1 PE I. PIPING ENCASED IN CONCRETE TO BE FLANGED DUCTILE IRON FLG x MJ - -- -- P I PF_ UNLESS O!HERW I SE NOTED, 2- % "0 SST BOL_ TS W/ 12" M 1 N „ 2. ALL EXPOSED PIPING IN RESERVOIR SHALL BE PAINT LINED UNLESS LOCKNUTS (TYP), USE SLOTTED � ADJUSTMENT 1 OTHERWISE SE NOTED, SEE SPECS. EXTEND PAINT COATING NG 3" INTO HOLES FOR AD STMENT - SL=2% MIN 6"- FLEXTENO FLEX EXP JT , �. CONCRETE A T FLOOR PIPING PENETRATIONS.I DNS. %k „ — — EL= 377.5 FLG x MJ, SEE SPECS, T YP -- 3. PROVIDE I NSUL FL.G JT BETWEEN DISSIMILAR PIPE MATERIALS, SEE T YP SPECS AND DET 5 SHT C- 12. \�. 6 5%2 ' OUTLET, OVERFLOW & DRA IN 4. ALL STEEL PIPING SHALL BE PR 1 M.ED AND PAINTED. WEI-DING, DRILLING, '� V " k` SST BOL T (TYP) PIPE ENTRANCE PLAN CUTTING OF- PIPE SECTIONS OR WELDING OF APPUR FENANCES TO P 1 PE, 3 p° STL P 1 P 1 NG 12"x 12" TEE 12" 90° BEND, FLG WILL NGT BE ALLOWED FOLLOWING PAINTING. FLGxFLG — 30° 12" OV RFLOW P 1 PE ENTRANCE DETA IL 3 SCALE: /e 1 ,_p" ,, �__,-- , "0 SST EXP BOL- T __� �/ SST P 1 F`E CLAMP SIZE AS REQ D „ 2 (TYP) VV/ ,3% " 4 ( ) NOTES.- 41--211 OTES: SCALE: 4'--2" ROUND EDGE & ;A I NT MIN EMBEDMENT I. OVE?FLOW PIPE SECTIONS TO BE I 0 -0 MAX LENGTH. ' \-24" X 16" X %4 " SST PL PRO 11 DE FLANGES BETWEEN PIPE SECTIONS. 6" 2. ALL ,'SOLES IN PIPE AND APPERTENANCES TO BE. DR i LLED. EL 380.0 -f- 6" FLCJR SLAB 2 - 3" x 3" x %4 " SS J.R. SM I TH 3" #1570 SCUPPER ---�_ - N x A -- - DRAIN OR AFPVD EQUAL ANGLES BACK 0 BACK J- POLY OVERFLOW HOOD AND PIPE BRACKET NOTES_ n ,SHEETING H I I) USE SS 316 FOR ALL BOLTS NOT FULLY ENCASED DRA 1 N SCUPPER - I I-- 6" N I PPLE / 4 � ROOF SHEET 1 NG IN CONC UNLESS OTHERWISE NOTEEI. TYP ALL 5 - 111 2) WHERE SS BOLTS ARE IN CONTACT W Q I SS I M I LAR % " PADS _ _ _ _ _ _ _ _ ° I _ METALS USE INSULATING SL VS & 1'H�P:OL 1 C 4,5 ELBOW �L-2% M 1 N PIPE BLOCkS WASHrOS TO ELECTRICALLY ISOLATE- THE BOLTS. 3) PROVIDE NEOPRENE GASKET BETWEEN PIPE CLAMP -�"- - -- I E=375.5 AND PIPE. 8 MAX' COUPLER/ !2" M I N SECTION � _ 10 REDUCER I Y18', ° PIPE BRACKET DETAILS .SECTION R EDGE OF90 BEND, FLG --_ SCALE: Y8 "= / '-0„ _ ARCH I TECTURAL >c i2" MIN L RELIEF 3 1— E'3 T 1 N rp ' SCALE: 318"'= I '-0" - DOWNSPOUT NOTES_ a �; 2" SST WORCHESTER 1) SPACER PLATES AND STRAPS TO BE MANUFACTURED OF CARBON STEEL - 9LLJ 2%2 " 0 P 1 PE --- BALL VALVE, THD SERIES WITH A MINIMUM YIELD STRENGTH OF 30 KS/. Q IN — - 2 %6 " THICK STRAP c 59 OR APPRVO EQUAL_ r 2) SPACER PLATES AND STRAPS TO BE HOT-DIP GALVANIZED AFTER > (TYP), BOL T TO WALL x W / 0 ANCHORS, S 1 KAFLEX-2C �,L X 2/ SST FABRICATION AND DRILLING. � / s SEALANT (OR, EQUAL) � —_ 1 " (TYP) STOP OF 2"SST 900 ELB, MALE X MALE 3) PIPE TO BE SCHEDULE 10 MLN. � SEE NOTES 6 & 8 � FL_OOR WELD X THRD, NPT--:8,, THD REDUCER 4) PIPE, NIPPLES AND COUPLERS TO BE PURCHASED GAL V.AN 17E.7. COED GAL VAN I ZE o 1 4O DUROMETER NEOPRENE PAD- "(TYP) THREADED ENDS OF ALL PIPES AND F/ TTI NGS. I 2" x 8" SPACER PLATES 01 - - -- �- T 5 PLACE DRAIN TO CLEAR ROOF :STEEL BY 2" (TYP.), SOME #4 CIRC. BARS IN ROOF " VARYING THICKNESS WITH ) F . l '-6" EDGE MAY TOUCH PIPE FITTINGS TO MAINTAIN REQUIRED CONCRETE COVERAGE. PRE-DRILLED HOLES BEHIND - - - - l 6 FLOOR Ji- 66 USE SS 316 FOR ALL BOLTS UNLESS NOTED OTHF_RW1SE. -- SUPPORT STRAPS —J- 3„ ) 7) WlfIERE SS BOLTS ARE 1N CONTACT WITH D !SS!MILAR METALS, USE INSULATING 3�2 „ STOP ALL FLOOR STEEL THAT \- 4" PVC WATERSTOP ` T� � _ `^ SLEEVES ANO PHENOLIC WASHERS TO ELECTRICALLY ISOLATE THE BOLTS. 1 '-8" MAX INTERSECTS OPENING 2 CLEAR �- ALL AROUND P 1 PE r p'� l 8) WHERE SS BOL T5 ARE PLACED I N THE WALL EXTERIOR, DRILL AND PLACE AFTER '-' 1 '-0"' OF OPEN !i G, ADD STEEL EQUAL - WRAPPING AND BEFORE SNOTCRET I NG. TAKE EXTREME CARE TO AVO l D DAMAGING _ GROUND LEVEL _� _. __ 6 �� _ 0 TO THA T REMOVED ON ALL FOUR ( ) - SIDES nF OP,_,� I Nr, EXTEND � '- 311 x%4 " SST PRESTRESSING NG STRAND. F-�ACr_ A STEEL PIPE PE AROUND THE DRILL LL BIT TO KEEP BIT T —I ��_ 2'-J"M 1 N ��- =� `-"' � FROM COM I NG I N CONTACT- W 1 TH THE STRAND. I NSF_RT BOL TS BEFORE SHO TCRET I NG I III_ I I I—� \; _ ( :. F_EP R1N� � �-�� j_ COVER THIS EXTRA STEEL ,5'-0" PAST 2" SCHED 40 TO MARK HOLE LOCATION. PACK HOLE IN SHOTCRETE W I TH EPDXY BEFORE FI NAL EDGE OF PIPE C .DEN I NG SST P I PE -J Vl,,70 TO r-' i ,' INSTALLATION OF BOLTS TO INSURE COMPLETE COVERAGE OF STRAND. _ELEVATION —4" ABS _RAD (SECT l ON PIPE ENTRANCE WRQ SHDOVV�N 9) PROVIDE 6" ABS ROOF DRAIN IN TWO RUNS FROM H 1 GH POINT IN ACCESS RAL, R I SER T YP I CALP E E _ E / AROUND THE TANK. INSTALL 6 CLEANOUT AT THE UPSTREAM END OF EACH RUN, DOWNSPOUT DETA I LS 6 , THROUGH FLOOR D�. TAILS 4 N 1 G L I NDE TA 1 L �7 AND CONNECT THE DOWNSTREAM ENDS TO THE MON I TOR I NG MANHOLE. EVENLY SPACED) -- 6 ABS ROOF DFA I N s SCALE: 4 = 1 '- 0" - SCALE: %2 I '-0" - 1�� DOWNSPOUTS REQUIRED, M I N SLOPE=2,% SEE DOWNSPOUT NOTE 9 + 13452 S.W. 154"' Avcnuc �I Q j BUP 98-0042 _.__--------- _ ---- NOTICE SHEET —Bur 98-0048 MLIJ / ___ _ --- SEE NOTE ON DWG S IN / q lm } nt PL.M98-0027 0 �� 1 DESIGNED AND TECHNICAL �'��1061 �' MUrraV �nlith&ASs®Ciat',� TnC PIPE ENTRANCE DETAILS — �___.—. 1 HCM SPECIFICATIONS a _ _= J, Vold I � Page 22 of 12 C1711 OF TIC��1R© - ---- REGARDING STRUCTURAL � LLj — ----- -._ ..----- --- _ _— DRAWN DESIGN REQJIREMENTS ��I Engineers/Planners C,,Y OF TIG _ AND DOWNSPOUT DETAILS S- 6 IF THIS BAR DOES OF rTANK v ,, �U QRMN MENL®R RESERVOIR LA- ___ -- --- —�-- -- NOT MEASURE 1" CGP JLH ,�� © - - THEN DRAWING IS CHECKED DESIGN/CONSTRUCT ��F e�4' 121 S.W. Salmon, Suite 1020 plionl: 503 225-9010 NOT TO S�At_E CONTRACTOR. S L . `'j Portland, Oregon 97204 Fex �503� 225-9022 22 OF 32 N0. DATE BY REVISION EXPIF2ES 6- 30-99 -----�� PROJECT NO.: 96-0,;41.201 SCALE: AS ,t4 7WN DATE: JUNE 1997 If ({1i!1 notice appears clearer (11,111 the JUN Z ZtiQn d unlenl, file document is of marginal (111,11113'. 1111 rol III1led ' jT1Tl(!ji Ijllllliljljl Ijlil�) 0jI j 7�l�Ijll'j;jl{; Ijl;i it l��Llt ,ill I11ijlj ,l Iji; ! 1HIII ii'jlllll (�ili I, Ijliil4 lji;'jl I Ijl�l ijl(Ijl Jill ill! k ; 1"c" MAZE HI cM6: I I I ( 1 car - -r--- -- -�- a �Tf- _ _.. t. .. - --- _. I 1 . I II 111 111 111 i 111 III I ( lil 1 111 I 1 jlll i lirf 111,111 illl•III 1 illi B ill I 1 Ili Iii+i 1 ' Ili I 111 II 1111 1 I, , I 'i' "r 11111 n , 111111 , Irrr 11 j'II! 11 { 11:17 rrtjirll rrt i 1 1! ' .)Ill )I. l► 111 {;) L�,I ;,11-,-��(t).li)..1�L ' )1111, 1_I -.,I,I.if.. )If Ili,, •I, I I,•••f�ll_ -Il,i,, llll._ 11111 lll.l. .illiflll+11111..•! ,II,.,•t•Itllllll,.jlll.t Itlj�•luffiljif.l _ 11111 �r. .I rr,l rf .r .,I jn, ,I. _ r., r .II II 1 ► , t a: MENLOR RESER VO I R ELECTRICAL CIRCUIT SCHEDULE Ckt No. From - _—_ To Conducts s - Racewqy_-- Notes ALL C i RCU 1 TS ARE I DEN T I F I ED ON THE PLANS WITH THE DIAMOND SYMBOL. CONDUCTOR SIZES ARE BASED ON COPPER 13 P4NEL "A" RESERVOIR RECEPTACLE (1) #12 AWG, P 3/4 CONDUCTORS. CONDUIT SIZES ARE SHOWN FOR CASES WHEN C I RCU I T CONDUCTORS ARE RUN WITHOUT OTHER C I RCU I TS. (CKT A- 10) (1) #12 A WG, N MULTIPLE CIRCUITS RUN IN COMMON CONDUITS ARE SHOWN ON PLANS AND SUPE•RCEOE- THE BASIC CONDUIT SIZE SHOWN. (1) #12 AWG, G RACEWAY S I ZE.S ARE IN INCHES WITH QUANTITIES IN EXCESS OF 1 SHOWN IN ADJACENT PARENTHESIS, CONDUCTOR ("'ONF I LURA T I ONS ARE CODED AS FOLLOWS: P - FOR POWER CONDUCTORS, G - FOR GROUND CONDUCTORS, N - FOR NEUTRAL 14 TELEMETRY PANEL HIGH ALT VLV SOLENOID (2� ��2 A WG, G 3/4 CONDUCTORS, C - FOR CONTROL CONDUCTORS. 15 TELEMETRY PANEL LOW ALT VLV SOLENOID (2) #14 AWG, C 3/4 CK T NO. FROM -- _-- T-0 CONDUCTORS -- RACEWAY NOTES _ ( 1) #12 AWG, G I PC-E VAULT "A" PCE VAULT "B" --- -- 4 PROVIDE PULL WIRE 16 PANEL "A" ALT VLV VAULT (1) #12 AWG, P 3/4 ' (CKT A-6) RECEPTACLES (1) #12 A WG, N 2 PGE VAUL T "B" XFMA' PAD/VAUL T - - -- 2 PROVIDE PULL WIRE (I) #12 AWG, G 3 XFMR PAD/VAUL T ME-TER BASE - -- 2 112 PROVIDE PULL WIRE 17 TELEMETRY PANEL RESER.VC I R HATCH (2) #14 AWG, C 3/4 CONNECT SW 1 TCHES _ LIMIT SWITCHES (1) #12 AWG, G IN SERIES. 4 METER BASE.. PANEL "A" (2) #6 AWG, P 2 (1) #6 A WG, N 18 TELEMETRY PA'4EL RESERVOIR HIGH LEVEL (2) #14 AWG, C 3/4 i (1) #8 AWG, G FLOAT SWITCH (1) #12 AWG, G 5 GTE PEDESTAL #379 NEW GTE PEDESTAL --- -- 2 PROVIDE PULL WIRE 19 TELEMETRY PANEL PRESSURE RELIEF VLV (2) #14 AWG, C 3/4 ; ' LIMIT SWITCH (1) #1r' AWG, G I 6 NEW GTE PEDESTAL TELEPHONE BACKBOARD ---- 2 PROVIDE PULL WIRE x--- --x- ---x_. 20 TELEMETRY PANEL ALT VLV VAULT HATCH (2) #14 AWG, C 3/4 CONNECT SW I TCHE.S 7 TELEPHONE BACKBOARD TELEMETRY PANEL SEE' NOTES 3/4 INSTALL #22 AWG, 6 PAIR LIMIT SWITCH (I) #12 AWG, G I N SER I.:S. %-' �} k� \4 \ TELEPHONE CABLE. 21 TELEMETRY PANEL SYSTEM PRESSURE (1) #16 TSP, C 3/4 -- - 8 TELEPHONE BACKBOARD TELEPHONE JACK SEE_ NOTES 3/4 INSTALL #22 AWG, 6 PAIR TRANSDUCER (1) #12 AWG, G TEL PHONE CABLE. 22 TELEMETRY PANEL. HIGH ALT VL',, POS I TION (2) #14 A WG, C 3/4 9 PANEL "A" TELEMETRY PANEL (1) #12 AWG, P 3/4 LIMIT SWITCH (!) #12 AWG, G (CKT A- I /) (1) #12 AWG, N (1) #12 AWG, G 23 TELEMETRY PANEL LOW ALT VLV POSITION (2) #14 AWG, C 3/4 LIMIT SWITCH (1) #12 AWG, G 10 PANEL "A" LTG CONTROL PANEL (3) #12 H'►':;.;, P 3/4 (CKTS A-3, A-5, & A-7) (3) #12 AWG, N 2a TELEMETRY PANEL ALT VLV VAULT FLOODED (2) #14 AWG, C 3/4 I I ! / / (1) #12 AWG, G FLOAT SWITCH (1) #12 AWG, G / I LTG CONTROL PANEL ACCESS ROAD LTS (1) #12 AWG, P I 25 TELEMETRY' PANEL RESERVOIR LEVEL (1) #16 TSP, C 314 (CKT A-5) (I) #12 AWG, N (PRESSURE) TRANSDUCER (I) #12 AWG, G (1) #12 AWG, GI 1 I I I � 26 NOT USED j 12 LTG CONTROL PANEL RESERVOIR AREA L TS (1) #12 AWG, P 3/4 (CKT A-7) 27 TELEMETRY PANEL TELEMETRY BLDG (1) #16 TSP, C 3/4 (1) #12 A WG, N ( ) (1) #12 AWG, G DOOR SWITCH 1 #12 AWG, G 1 i 28 TELEMETRY PANEL CHLORINE RESIDUAL (1) #16 TSP, C 3/4 -x-- -x- -x- —x— -x- --x- -x- X j ANALYZER (1) #12 /,WG, G ` /i-------- ---- — �-- / 29 TELEMETRY PANEL PH MON I TOR (1) #16 TSP, C 3/4 OUTLET / I I (FUTURE) (1) #12 A WG, G ,X f I I PIPING X ! EXIST ! VAUL T HOUSE 30 TELEMETRY PANEL 550' RESERVOIR - -- -- 2 PROVIDER y� �- _ I 'OPERATIONS i t / i (FUTURE) POLL E 1 Xr MFc BUILDING I ' ! , 31 TELEMETRY PANEL 5:50' RESERVOIR --- -- 2 PROVIDE EXISTING I IPULL WERE (FUTURE) I SECTOR I + B I NET 9.5 CA5+ 7' ' l I _ - --- � NEN PGL.: I - I INT-STALL (2 Z', PVC VAULT "B" i I 6 _ -- - <- -x- -x- - - -x- x- -x- __ ----r-�-�-+ `- - CONOUI T W, PLILL W I RES FOR I _ - -- O3 _ _y.- # I 6 _- ` RELOCATING POWER & TEL. x ~+ _.�_ �_ EX�SI r,! 4 / _ x- _ �" , ,�..�'�_ X- INLET - n _-x - —`'"�— -- - EX!ST I NCz 2 C PVC EX I ST POWER & TEL ��� _x- _X- P 1 P I NG �\\ ELEfIHONE —y- I "" "1--' 'r W/PULL I .�-x- `�--�.=-= - 'l -- -- "X VAULT I 1 W!RE t EXIST GARAGE _ 'f --��� P PEDESTAL. i s - --- _1 #379 I - — -- — - - -- �- - TO 13E REMOVED Mx=-=x=x`-= -t_='- x x- -x- � i• ,_ lx. - ,____r-_.----�"- r--�'"_.._.'.-v __._P,;;,,X.--r-T 11 � ! --i�EW PGE VA UL T "All 3 41 nl 6 `it -� - -------- \ ---- — - - _ ._ - -- e 6' H IGH FENCE KEYED NOTES .�-� IIII II I "''�\ '� - - - - - - - `—-���_J -- .�- -" 'XIX 0 COORD I NA TE HELOCA T I ON OF EXISTING —18"SD— -_ _.,� C \\-_ POWER WITH PGE, AND EXISTING `l CL I ` �, \ - _- -.___-- ___ _____ �_ __ ___ NEW TELEPHONE ��`-'--� - PEDESTAL 2 TELEPHONE W I TH GTE. TEL �- "I (TYP) O COORDINATE LOCATION WITH GTE. .r�aA� J.s_�.•�.�.r-.- _ h--.'-f_.... .�.._..-_--.x._. j ..- _ .-._ .._.-.._ - _ - _ Y.�-..._.. - -_..__.._ - ._.._ -. -..__.... _ _...._ _ - ___-_-__. _ ______.. ._ _ .-�_ _. ..- --__ _. _ .__�.___ ... - _. _.__. ._ _ ._-_- - �- _. __ .'__-._ ._.__ _ -- _ -_--__-. _ - - �.- _. _._� _ _ .. _ ____._-. _ -. I_ UTILITY VAUL CO. MODEL 660---PGE. 1 1 / VERIFY REQU I�EMEN TS AND COORDINATE m I / LOCATION WITH PGE. ' \ 0 B L L M TN. ,' 1111 / �\ a� MSE ADOWS 01 13452. S.W. 154 Avenue )8_0042 Suite 250 ELCTR l CAL SITE PLAN 9400 sw 13vin-Hill�dab Hwy I;UP' O 13UP 98-0048 Heoverton. Oregon 9700 Cp I'LM 9$-0027 SCALE: I "=30' Phone: ((503 292-6000 EAI(: !,503) 292-1421 j Pale i(i of 32 483-001 -001 9 . E-mail: nwaVOmov,com UNOTICE JLH ��t SHEET 0 1 DESIGNED Murray,Smith&Assoc 1ateS,1nC, P _ � CITY OF TIGARD ELECTRICAL SITE LAN V) DRAWN Engineers/Planners CRY OF T16/M E- 2 __r _ _ � // v � W - - IF" -THIS BAR DOES r 1D. ���-- NOT MEASURE 1" JLH -- FiQ�Y IL. Iv" r c_ OREGON MENLOR RESERVOIR --- THEN DRAWING IS CHECKED � 121 S.W. Salmon, Suite 1020 Phone (503) 22� 9010 _ _ ( ) 26 OF �2 iO3 225-902 \� PROJECT NO.: 96 0341 .201 SCALE: Ill = 30' DATE: JUNE 1997 _ �. NOT TO SCALE Exams ottr-�o-,16 Portland, Oregon 97204 Fax � '' N0. DATE LBYJ REVISION If this iiotice appears dearer than the ,SUN 0 2 2000 , cnmenf th.: document is of quality.nuit' inal i 4 Y. Illll'.1'OfiIllle(1 '.�� ` 'I11r1i!�1IiiiIi11 I 11I1I1i1iT1i , , 1i ►fI iI , IIif11IIi I 11,111111 -1-1 ! ��� ���1CM MADE IN 041% II I" I I�!I II ill!!IIIII� III I! �I!!'lllll� !!I�IIIIi!III I II!' I Il!i!►I{II!!Ill!fil{I!!I!! I il!!�IIli.li!!Ilii!%i limi!!Illllll! {fi i !illi!I!!i!I!fll{lill '.!!{ifllll!I!!llll!III!lliiiii 'ti�lill'!!!!ill III!!!'I'IIlll"Ilt!III!!!!:'.i1ll!Illllilll1111III11�1{! III{11111(1!! I ! I 0 C r IF 3 & 6 CA WELDED WIRE GRID- '\ HA TCH ` 1 GAL V. c. f FT EYE CONCRETE BOX ONL Y' L I M I T S W. I � 1 -- BRASS "L" SULTS & NUTS IN DIAGONAL CORNERS. ! It , It 1 I X 12 i x � I I 9 GA WELDED WIRE FRAME 1 I I I 3 y� CONCRETE BOX ONLY. NOT i NSTALL ON 3/4" AGGREGATE WHICH SHALL EXTEND A / MINIMUM OF 6 BEYOND ALL SIDES OF THE BOX AND PULL BOX DETA ! L , ' BE A MIN!MUM OF 18 DEEP, BELOW THE BOX. -- / N Ts ;/ Ii 1 X` )C -- -- -- __ _ )( _ - -- - - �- - + � HATCH LIMIT SW. I ( RES. H I GH -- 17 I I 1 I I I LEVEL SW. X X � I I Q- WP ! GF- I 1 i I I i I Otic >7 <138>-� x FUTURE i ; PUMP STA 12 ' XFMR PADIVA UL T II ,,\ _ I I MOUNT LIGHT ! ~�,�, OUTLET ! , e • - - - -----�__. _ I I I i1 / OU TLET PIPING VAULT AULT 1 r--- 10 -0 ABOVE,_-- OPERBLDG ATIONS /yFIN GR (TYP)(TYP) 3 /X (2) 2"C, PVC Wj PULL WIRES I II I 35 (TYP) ! I • I • I X30 PULL BOX (TYP) SEE ABOVE i I \ --- -- --- - - i 12 13 2"C - __ __ - -- --- ------- INLET -- PIPlNc, — - --- -- -I 31 14 VAUL T \ I I 11 5 C —` - -- - / ! NEW PGE I s I 13 "�-` ,�� -�`+-`--. ---- ------- - ---- - --- ----- -- �l + 19 4 '� ' r ' � I — ,,. � J r ,Y - - _ � - - - - - - - - X- _ __ - - -X-- - - - - --u - - - - - , \( , - - _ _ - � - - - - - X- - - - - - X- - - _. - -� .-_f �_ _ � .._ -r' � ! - /\ /\ /` /\ � � -- `� _ -- — - ►► 31 KEYED NOTES 0, W 1 11141 s 2 C t D 5 _f, -� .. "�'J-- ' 30 1 ALL CONDO 1 T INSTALLED ON RESERVOIR ��, 15 21 2 ' .� _ - J -;� - 15 C�14 2 tic ROOF SHALL BE EMQEDED IN ROOF SLAB. -- "f0 NEW PGE _}- _ I -} 31 _ ' + _ - -� �" /� 1 3 15 0 UT I L I TY VAULT CO. MODEL 4242-PGE. �. TO PGE��" —mob _ :-=r 21 4 2 C COORDINATE INSTALLATION AND VERIFY _ VAULT A------T _ ` _ - - y, REQU I REMEN TS W I TH PGE. 3` INSTALL BOLLARDS AROUND TRANSFORMER PAD/VAULT PER PGE REQUIREMENTS AND RECOMMENDA T I ONS. TO ROAD LIGHTS TO NEW TELEPHONE PEDESTAL ELECTRICAL SITE PLAN I �QJ.c �.w 1>4" Avenue SCALE: I "= 10 9400 SW Bvtn-Hillydoh Hwy Suite 250 BLIP 99.0042 F3eoverton, Oregon 97005 LIUP 98.0048 PLM 98.061 FAX: 503 292--WOO422 8- LY} �2 E- 503 297.-1422 77 � �� ��E-Trail: rwerpOrr+eng.com Pugs 483-001 -001 NOTICE - JLH _ SHEET DESIGNED 'rJ' -- ---- --- n 1 ��, � ��,� o Muffay,SmithUssociates,Inc. ITY OF TIG�4►I DRSC HCM ,�:..',�;% - - O ELECTRICAL PLAN E- 3 DRAWN - _ Engineers/Planners Cff OF nGAM IF THIS BAR DOES / !�Oita - - NOT MEASURE 1" — JLN _ . Y 4 OREGON THEN RESERVOIR__._-.-- — — -- THEN DRAWING IS CHECKED 1D. , Q 121 S.W, Salmon, Sui t.e 1020 Phone 503 225-9010 27 OF 3� NOT TO SCALE fY L. �+' 10� 11orlland, Oregon 97204 Fax 503; 225-9022 \, DATE BY REVISION � �--- PROJECT NO.: 96--0341.201 SCALE: I ,, = IO DATE. JUNE 1997 If this i:otice appears clearer than the JUN 0 Z 2000 document, the document is of marglr.nl quaG2Y. Il11Cl'ltilillll'(I ' t � � T11 IIIlllllillll �l ! ! Ilil ; ll`I . ili! ! ,i...l.,l. II I ! i!. `IJl i ►{iII'ii'iil � : Illjliililt! i } IIIIIIiiI!! ! ! f: `� II;,;L, �'� ITTT�i Illili III � l ��ITi�� { II lil ; lt Ilial Il �; � I , li�l ) i Illil'i I . Iji . Illi { i . l � �l Nca CHK 1': I Illllllilil,I,ll.1, t , " }h 1 I11IJ1►11II!J • --- -nIII „l! =l- u11 li--II`'I3l IfII •_ 191 yv: TB-9 TB-8 TB- 15 +24-_-VDC---t (1�-_+ -----_--�,., I -1_ I � I I I I I ? RESERVOIR � I �I -I -- --- oT 6 _ _ H IGH LEVEL I I RESERVOIR D I G I TAL. I _ 1 , I (� LEVEL D I SPL AY ALT VALVE 1 ti FLOOD ALARM CO_UC- --M _ I + -�-_- ALT. VL V VAULT I � XDUCER + _ LIMIT SW. FL UA T SW. FLOODED +2 4 VDC<�J I � 4 4 11/11 __ -- _— -- - ----- 5 I I I ----,-- 4 I I RESERVOIR • _____• -__ - - _� RESER VU I R L EVEL I -`_. _ � CT d • _ 3 4"C 15 1 i.5 r V - (PRESSURE) t 7 I HA TCN SW'S �}---- — TRANSDUCER _- - TELEMETRY BLDG TB- 14A 8 - � t L J DOOR SW r- -t ;'�' �• I © I SYSTEM DIGITAL -- _ ALT VALVE HATCH - !-- - I + 2 I____-� PRESSURE. D I SPL.A Y 4 1 , 4 I ,' t -! 4" COPPER TUBE TB_ 1 1 I XDUCER SOLENOID L I M I T SW. 1 - / -1 I n_J ; 9 9- + -- CONNECT I N 1 , YP. -- I I LOW LVL ALT. VL V - • lI - _ -- ---- - ---- - — -- - � � t►C POS I T I ON (C..OSED) I I , • NEMA 4X -ALT VALVE: 1- �I 5 �/ J-BOX 14 i L IM I T SW. i ---` _ ( ( HIGH LVL ALT. VL V 14 1 - 1 (TYP. 4) ` _�^__�,_ It I I PDS! T ION (CLOSE.D) �- - ---- 1 l�` o 1 3� C6 5� CR 7 I I .• - - HA TCH 1 I- ,t 2 C 141516 �_l LIMIT SW. 16 I _.___ LOW L V� ALT. VL V I $ • d • �� I SOLENOID OVERRIDE L - -J r 9 _ _� - I 2R -(' + 12 VDC —r _ _ — ___ °• ii tj ; l ; o ?1 _ HIGH LVL ALT. VLV `-'� ' -' 8 I -� SOLENOID OVERRIDE TB- % 4B TO TEL EMETRY/ - - SYSTEM I 1 - - -- - -� OPERA T i ONS ` - - ------'- PRESSURE 1 + 2 I --ice - -- -7 T-- - F + i BU 1 LD I NG �� o a - a :_� +_ .. _____ _d , 4 ----- TRANSDUCER I �T I py 30 � TB- I O TB- 12 i O I i 14 A MONITOR '� J--� �3 0 -PRESSURE ,� r _ _l + I-" - I ,�1 I__ - ----L'------a�- ---� -o _ (FUTURE) I CAP ENDS _,_4 VDC _ __ �-' 2 C 5 ''7 !9 REL I EF VAL.VE - -�{ 1 I I 31 � ----_-��"� H 1 GH LVL. PRESSURES _ 4 L I M I T SW. I I I I o., o----- --- I �-' I - - (2 2 p --- --- RELIEF V� V 6 --- -- ------7T---- - + I I I POS I T I ON (CL USED) i+ I n 3 3 11 CHLORINE GC 0011 _ I ALT. VLV VAULT ! 70 ,1 II RESIDUALINLET PIPING VAULT PLAN _ _ 11 ANALYZER SCALE- 3/$ I ,_O,t _ t_ _. J J I HATCH SW SL � aj_----i I C> -- fl Ek, SPARE - 7 I TB- 14C I F - 1 11- C7 SPARE 1 +� -----7T--- I I 11 � TB- 13 3U I I Sf ARE I SPARE 1 5 1 = I+� I --7T--- 1 [a, SPARE 10 I I I SPARE • • I --------- - -- - 5 I I g , _ -� ----- -- ° 1- - J SPARE _ a 1 1 — • I , I I AQUA TROL W1500 -------- SPARE__ _ • I C� +---� SPARE. TELEMETRY UNI T TO TELEMETRY/ --- - ] ; ; = - TERMINAL BLOCK °_ I ,�= OPERA T f ON S l� r -- ] - i "- _ _—_ ----- - - -------------- - - (TYP) BUILDING -� �1 •• - _ i I 1"C, PVC W/rULL WIRE - 1___—______ ' • CIR 1 LOW ALT VL V .�-� � W AND CAPPED END -- - 120VAC ,' -- -��}-.____-._�.._ e� -- -� SOLENOID --------_ V . ` SOLENOID VALVE. E • __ d • LOCATED AT INLET Q_ . • , . d • s 4 CR2 PIPING VAULT . JJ I HIGH_ALT VL V ____ , J� _ CL�L�- --- _.l f -- -SOLENO I D N I d I r, I OUTLET PIPING VAULT PLAN 2 I SCALE.: 31 1 ._o„ _ ro TELEMETRY I N TERCONNEC T I ONS 3 Nr5 : T 0 N 1-1432 N.W. 04 Avenue R} BUP 98-0042 9400 5W B'm-•NNsEab Hwy c Al'P 98-0043 Suite 25r Beaverton, Oregon 97005 50Z) 292-6000 ' PI,M 98-0027 •FX:E-mail: (503) 2we-1422 Page 28 of 32 483 001 -001 � rn V) - - _______---- _ —_. --- ------ N G Tl(',L JLH �' SHEET - -- -- — _ ----- -- = - - __. ----_- - __. 0 1 DESIGNED ✓ Murry SmithUssociates Inc. TELEMETRY INTERCONNECTIONS & -- - -- — - CITY OF TIGARD -- -- - _- - _ RSC H C!� oMror>I� En ineersl Planners �F„ i�c► E- 4 w - - IF THIS FEAR DOES DRAWN qtr _ = g _ VAV LT ELECTRICAL FLOOR PLANS ____-_---.__ ----- NOT MEASURE 1" JLH _ f�. io.�� - ') E N MENLOR RESERVOIR ------- THEN DRAWING IS — � __.� --------- CHECKED 121 S.W. Salmon, Suite 1020 ph�;l>ie 503) 225-9010 -- --- NOT TO SCALE - 7 - ExM[i 011-so-98 Portland, Oregon 97204 Fax 503) 225-9022 If-18 OF ,3, _.._ REVISION PROJECT NO.: 96-0341 .201 SCALE� AS SHOWN DATE: JUNE 1997 � NO. DATE I3Y If this police appears clearer 111.111 the UNI 0 2 'A00 , tclement, the docunlellt is of marginal g11;11ity Inicr(1f 1IIlled yl, : INCH(III !{!{ I� liljl�l illll�llllli1ll i � j'�II111{ rill Il� lil ,I�ii1�`'.'.:.'.,iT it i ( .'l�iii(i °i lilj;il�liiil iii�l {I�ijl�1li I Iliyl�i�iilii!! I I{I{1I►iljlji iJi ,l�l i�i�ll ° 1 aA 10f IM CK INA _ - ff- Er URI II "lie ( 1 t W 111 ' I ilil i lli'1 ( II { I it it illi Iii tl�li I iiiri I li I t�''i III Irr ,t � t ••I' ' tll ul Itt, •,- _ i 111I1' !111111�, jII I1lI1,Il lll�ll._aillifl,l I►ILt„!1!.1...1.11 l.,i.1Li,I .iliil..Ii....11t +...illlll..,,ll.i... a�llt.liill..ilillf411I•.,I.I..,Illl...tl�tltl111..iltl, II,liilittll Ili ;;,il ,,...,rl1tli,.....lilit„I.Irltil,I..,,Ilifrtlli,i� rlllll,li II)Illlli,tlll I ;r F �1 PLANT IqT NATES LEGEND CN T 1 f 1 t, NAME COMMON NAME.- S 1 ZE SPAC I N QUAN T I T F I N I SH GRAD MC, r�� EXISTING TO EXISTING TO (D VIV ACER C I RC I NA TUM I. FINAL CON TOURS ARE SHOWN. STOCKPILE EXISTING NA T i VE TOPSOIL FOR USE IN REMA IN 13E kEMOvED SLOPES CUT CUT M 1 X "All VINE MAPLE 5 GAL AS SHOWN 32 LANDSCAPE WORK AND INSTALL TEMPORARY SILT FENC 1 NG AROUND STOCKPILES. e2. TOPSOIL SHALL BE AMENDED AS NECESSARY, SPREAD TO A DEPTH OF 6-- INCHES MAPLE I2" Q BM ACER MA(.ROPHYLLUM B I GLEAF MAPLE 5 GAL AS SHOWN 24 OVER ALL FILL AREAS, AND CUL T I VA TED AS SPECIFIED. 3. L I M I T CLEAR I NG TO SMALLEST AREA POSS 1 BLE. SA VE ALL TREES/SHRUBS THA T ARE F 1 R i 4" FILL _SL OPEC • DF PSUEDOTSUGA MENZ I,�S 1 1 DOUGLAS-FIR 8'- 1 U' B&B 15' OC !01 AMBIGUOUS AND REVIEW REMOVAL WITH ENG I NEER. ENG I NEER WILL MAKE C OE TERM I NA T I ON REGARD I NG TREES THA T ARE ON THE EDGE OF THE CLEAR I NG L 1 M I TS. SEED MIX W 'HRU" S TREES TO REMAIN N FROM CONSTRUCTION ON OPERA T I ONS. DO NOT l� AND PLANT W 1 TH 4. PROTECT EXISTING MADRONE X� I8" l SMALL .SHRUBS/ O ENCROACH UPON, FILL, OR OTHERWISE DISTURB THE AREA W 1 TH I N THE OR I PL 1 NE • US HOL_OD 1 SCUS DISCOLOR OCEAN SPRAY 5 GAL5' OC 29 OF TREES TO BE PRESERVED. GROUND COVERS � CD /P OSMARON I A CERASC I FORM I S INDIAN PLUM 5 GAL 5' OC 110 AGE TA T I VE EROS I ON CON TROL ALDER 20" RE SAMBUCUS RACEMOSA RED ELDERBERRY 5 GAL 5' OC 9 5. ALL DISTURBED SLOPES ARE TO BE MATTED AND SEEDED FOR EROSION CONTROL. �D M 1 X "A " _ 6. SPECIAL_ ATTENTION SHALL BE PA 1 D TO THE PROJECT SCHEDULE IN ORDER TO5EI SC 1 N T 1 F 7e SE D b Y WE 1 GH T PER L B GUARAN TEE GERM 1 NA T I ON Or FRGS I ON CONTROL SEEDING PRIOR TO NOVEMBER I st. TAX MAp � =5�B _--- ------ -2 E I C N_AME !. COORDINATE EROSION CONTROL MATTING AND SEED 1 NG WITH THE TEMPORARY -- -- --�e _RED I N THE PLANS AND \ ` \ TAX �t2T_ I F I CA T I ON.S. ADDITIONAL T I ONACONTROL I\ ELKA PERENNIAL RYEGRASS 56"' EROSION CONTROL MEASURES SHOWN AND DESCR I EUREKA HARD FESCUE 14.9 SPEC L MEASURES TO MAY BE REQUIRED - �\ \ \ .,: � � �_._.__�, \, \, \•� � \ �\ -_._._ �_____�._. •____-__� ------. _ \.---- CL C VER, SHAMROCK FL UWERS '309 AS D 1 REC rE0 BY THE ENGINEER. _ - - --_--- ------ COMMON NAME RATE PLANTING SC I EN T I F I C NAME_ V -e�y --Z-S WIHEA T X b'Ji�EA TGF?A - „ cSOIL SS REGRtEN I 2 LB 1000 SF 8. PREPARE ALL PLANTING PITS WITH NATIVE TOPSOIL AND A AC.HL YS TR I PHYLLA / �, c 5VANILLA LLA LEAF I PACKET, I OOOSF OUTLINED I N THE SPEC 1 F I CA T 1 ONS. DO NOT USE SUBGRADE SO I LS 1 N PLANT P 1 TS-,FTTI �, - TE-LL 1 MA GRAND JFLORA Fr?l,'VGECUP 1 PACKET/ 1000SF OR OTHER LANDSCAPE WORK. T I ARELLA TRIFOLIATA \\\,� \\\ � -�� '; - .. 'FOAMFL OWER 1 PACKET/ !OOUSF 9. ,HECK AND CONFIRM AL '. PLANT MATERIAL QUAVT1TIES. NO SUBSTITUTIONS OF _-- ;�I�•'-- ---�._ -----"}"' ------� �--"�,.�..---;-- TOL.M I EA MENZ I ES 1 I PIGGYBACK PLANT 1 PACKET/ 1000SF PLANT SPECIES WILL BE ALLOWED. `, �1 _ Imo.' - �. '+ ,. _.._,•, `s;:- ---'' T LLATPLANT SM 1 L_AC I NA S F_ A STARRY SOLOMON'S SEAL I PACKET/ I OOOSF 10. TREES I N SHOWN. PLANT THE SHRUB GROUND COVER LAYER I N ��� '�!� \ ' =; �•- \:' ___ '''� _ - �: � - �-- ^— -- ll RANDOM PA T TF_RNS W 1 TH THE QUANTITIES I ND i CA TED IN THE PLANT LIST. 22 -- SMAL L SHRUBS. _GH_0 NG COV RS COMMON NAME PL AN T� I OOSF UAN T 1 T Y 1 1. NO TREES AND SHRUBS SHALL BE PLANTED W I 1 H 1 N DRA I NAGE ___-�--- ./ Q__ _� E D I T CHES. _- SC IENT I FI C NA_E 12. PLANT MATERIAL IS TO BE WATERED DURING CONSTRUCTION AND AFTER -4 BERBERIS NERVOSA CREEP 1 NG MAHON I A 4 POT 3 4,,35 ACCEPTANCE FOR A PER I DD OF TWO YEARS. SEE SPEC 1 F l CA T 1 O.NS FOR \ �'\ .�� �• •��.. \1 \, ��„y��"_- ,_ - � � �._ `+ _ ��� - FRAGAR !A C,H , I_DENS I S WILD STRAWBERRY 411 PDT 3 435 INFORMATION ON WATERING REQUIREMENTS DURING THE PLANT MAINTENANCE AND Ll I 1 J POL YS T 1 CHUM MUN 1 TUM SWORD FERN 1 GAL 2 290 GUARANTEE PERIOD. RUBUS PARVIFLOROUS THIMBLEBERRY 1 GAL I 145 - �\-�` � ` � ��� !- _ `�- � �`` `''-��. `� - ``�` ----•�” VACC I N I UM PARV I FOL 1 UM RED HUCKLEBERRY 2 GAL i 145 S 1 TE AREA -`+.�.= ``� -�T-al's:-\'``' \' •�j" h-\ �� .,` �•-._` � `` `` __. 7 -____ `r--'"'� _ EXISTING TREES - -.._ �\ �. , _ -� . �• _ , c _ � � II \`���• N._ -\__ :-�---.,,__ _ --'.-.--�'Y•-� _.ice DUE O THE UNIQUE NA TURE OF NAT/I VE PLANTS AND SEEDS, THE CONTRACTOR SHALL PROVIDE I.S ACRES -� •' • •\, --, -•- _ � •� --`'-•-� -� _ -_ _..__r- _i' -- T 0 REMAIN,1 N, T YF PROOF OF PROCUREMENT OR CER T I F i CA T I ON LETTER FROM PLANT AND SEED SUPPL I ERS FOR ALL - SEE NOTES 3 & 4SPEC1F1ED PLANT MATERIAL. PROVIDE WITHIN 60 DAYS OF AWARD OF CONTRACT FOR ANTICIPATED ��� \` �;'��' •' _ _ ���' � _;` At�FALL1998PLANT!NG AND SEEDING OPERATIONS. - _ _ - •: �`-� � Z it 0 60 ,�A } \ \ .t, ;, \� \ �\ \ •,y �\� _.-- _ _ ---- _"�-__ `+ ate. �A _ � __--..� �-•_. ___- -_� N 'sj'. r .----'_' .____--- EXIST ` \ \ \\\ , \ \s'`� \, '\ -__ _ --_ �' ` �, ����' ,'\ C.► "\ \_ - -- _ -_ - _ -__— ___ ; HOUSE ! `Y '3 \\ �\ \, • =� w\\\ \� ` ��� ---- \ ,I _ \ I .�i► ��~� l �``-\ �-- �_`-- -- __ %� __ --`-- -�—\----- ° �o \ \. \\, \ / - � • \ \ \ \\\ \ \\\l,).J \\ \• ``•\ \ ` `'\� �'•�_ 1'• -�__ � •-- _-_•. ice`_ '`._� tl/1/ \ /, `\ __ ` ^\ \ ``\ • �� - _ ``- �`�_-"_-_�_� �..,�` _- �� �- ---- ----'_'_"_____`_ �--_ _ �c;- \ \ o �\ `\`.�. `\,. ` ,`\`-- _"'1 I \`\ _'�-�•- �-_-.-_ -�,- � "�'` /�- - � .� _ _ - -'"-•-�'` --� may- ; TEMPORARY ACC �411 P i ❑ �� PRIDE EROS. O N \ \ \ \\\\\ � \ \\� \�- _ � � 160, SFE SPE \ \ \ \ �\ \\\ �\ -..= `-�, ,� �''..� ---_- \, - ��___ _�~ HT L 4 FOR ADC1 \ \ EROSJONT-C.QNTRO' MEA URHO 7Z 5 _ R V. , - ..�• AAA _ r x• x • • \ ! x�% •• I • • • ,,, �. � \• �„r--x jam„ -\ .`! y_.,� ♦ JQS _ �. e --�-- ~_�� -..•\ ----- _ - -- - - _ - I4 VM30S 2V�1 -- /� I I \ _ �_ _ kj n It. \ \,,l `1~ `"`�`� 1 `� ` .� �•. --�_ 4V' `__ -- A r` ----------------- v N T �I�H ACE-\ _ --- - I I\ -"'_ .�—fie-- �1.__/- ' • • 1 t \\ \ \ \ `\ \ � -\ \ \. \ \ �'\ \`` \_• -�'` ``'_ _� _ � _� __._` __�.__._ _ ___�' ----- _--.., . - � \. \ \ ` `• \. ..._ `'^r_. \vim /.._.-•�--•-- ".�.--• - -r- _.z _ �`' \`\___.._._ \. rJ I �.'� mrd- f ! ,l_OS _" C' I l,DF\ ' ti \ \ \ \ .. -•.. `t '-- -��• �_..._ � a ✓ �� _ �_ .-.-- -___. _._. --__ --�, \ \ --sic �..\�, -�--� - EX ST UR A I N A GE D 1 CH \ ,\ \ \\ �- N I LANDSCAPING & TREE REMOVAL -PLAN SCALE: 1 " = 30' 0 13452 ',)-W- OW . Avenue RIJP 98-0047. ..� [,UP 98-0048 - --_--- NOTICE IST SHFE PI,M 98-0027 - - - --- - - ---- SEO T - Page 29 of .12 _ __- p , DESIGNED 110 - MarraV Smith&Associates Iacr DJV • ISA E. • I k CITY /I� ®F TIGARD LANDSCAPING & _r ---- -- — DRAWN - -__ Engineers/Planners IF THIS BAR DOES GQ"1 - _ - cmr c�F n� TREE REMOVAL PLAN NOT MEASURE 1 JLH �► ORE 1 OREGON MENLOR RESERVOIR DRAWING IS -- A� < NOT TO SCALE CFIECKED v� 121 S.W. Salmon, Suite 1.020 I Donn 503 225-9010 E Age` Portland, Oregon 9I204 Fax �.�03 225-9022 29 NO. DATE BY REVISION --_ —� PROJECT NO.: 96'--0341 .201 SCALE: 1 " _ 30' DATE: JUNE 717 • _ - . . .. .. ,. If this notice :tltl•tars cic"t•cl• Ih:ut the ' JUN O 2 ZQQO til ctiment, the document is of I,,. 1;inal qu;tlity. I111('Tl)IIImed - ' [p IlJill 'I� IIi ; l� Illll I ►IIIII��!i�(� ���I i�ll�! I'I I 'I I I'I i i I , r I ! ,11 1 1 il�i.11 ill�� i I . ! I;, I I�I�IIi I, ! 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I� !!I{fi!Illllhflf!ffll�i!lilll •': !h!a' ' INlHIl4, !i{I►IA�}I1=,!!„II{Ii� l t{II.A,r,II,}IAA,IlI!!,A�AIIIIIi!{,11111!; -;� , FEBCO MODEL 805Y —\ DOUBLE CHECK VAL VE \ FINISH GRADE OR APPVD EQUAL \ PROVIDE REDUCER AND SECTIONAL CONC VAULT - COUPLINGS AS REQU I RED - SEED,SEED FERTILIZER, MULCH 2- TIERS, BROOKS #7FOR HOSE AND/OR23 : � W/STL BTEMPORARY PIPINGOLT DOWN COVER CONNECT I ON OR APPVV EQUAL EROSION CONTROL MATTING :: (PER MFRS SPECS) ROUND WASHED (VI I N \ TOPSO I L- MUL CH GRA VEL BASE �:_- � � � '°"a.�h A;�� ° ° ° :� - - (2ND APPL I CA T I OW n 1_011 `— 1 C 1 PIPE,PE, EMBED !N 2" RIGID COP CONC, STRAP TO 2" i •. : PIPING W/SST STRAP ! _ 4" x 8" x 16" CONC BLOCK FOR SUPPOR T CONC SUPPORT - BA Fe FLOW PREVENTION DEVICE � EROS 1 ON CONTROL MATTING INSTALLATION 2 SCALE: 1 "= 1 '-O" ��-8 NTS - I SEPARATE OR CUT SEPARATE OR CUT EROSION MAT TO EROSION MAT' TO PLANT PLANT \ ii1- Yom,. REMOVE GRASS FROM T- �! POS I T 1 ON ROOT CROWNIN _. PL t.rV T SAUCER 2" ABOVE FINISH GRADE_ POS r T 1 ON ROOT CROWN \ i WATER BASIN MOUND ir. -PEEL BACK TOP OF BURLAP/ ' 2" ABOVE FIN 1 SH GRADE VAR 1 ES !� 211-3 11 DEEP REMOVE GALLON CONTAINER _ _ ` - WA TI..R BASIN MOUND ITI__, - `- PEEL BACK TOP Or BURL AP/ r - WATER BASIN MOUND WATERING STANDPIPE Vii. /�` 2"-3" DEEP L-1�- ;�!-! / REMOVE GALLON CONTAINER -i - - 2"-Y DEEP '� - `"�� _ PLANTING SOIL MIX------ _ - --- -- FOLD SACK BURLAP - �- �'"�� MAT TO OPLAUT EROSION NT . .� 'w� PLAN T TABLETS -ITI - F1Nr SH GRADE PLANT TABLETS I FINISH GRADE PLANTING c01L MIX---I VARIES VARIES � ,� --I ! �.;�Y•�. li! _P[_ANTI�JG SOIL M 1 X PLANT TABLETS �;.._ _ �; :, �' c.::: ,., �ti.. i, MIN 2 x DIA �! ' ' n _ __� ,��; ! �ti'�i�i %�i� , '`", _ _ FINISH GRADE j � RODTBALL ' -,.-,.. o TOPSO I L +�,; ' MIN 2 x DIA COMPACTED 2 X DIA A OF ROOTBALL ---- TOP,�O'L-" —"- --"-� KLAN T I N(; ~OF ROOTBALL SOIL M, I X, T YP h DECIDUOUS TREE PLANTING ON SLOPES 3 EVERGREEN TREE PLANT 1 NG ON SLOPES 4 SHRUB L A YER PLANTING ON SLOPESK5 co NTS — NTS - NTS — N I I I I O I II r� NO T�.1 �o) I. INSTALL 4" DIA STANDPIPES FILLED W/DRAIN ROCK ON ALL. TREES. SEE SPECS & DETS FOR INSTALLATION REQUIREMENTS. 13452 S.W. 154"' Avenue ti 13111,98-0042 ....s f1llP 9"0-()048 NOTICESHEET SEG CSI S T n� — O> PLM98-0027 Page 30 OF 12 � 0 � 1 DESIGNED 110 Murray,SmithUssociates,inc. � � LANDSCAPING I � UJV • / SUSAN f. Ary/ o . CITY OF TI D ---- w - - ---- L-- 2 DRAWN r, - Engineers/Planners C"OF BARD J ---- IF THIS BAR DOES DETk'LS -__---__---- _ _-._----------- _ _ GREG -� NOT K�CASURE ,JI-F1 - Ori MENLOR RESERV IR THEN DRAWING IS _ _r_ T CHECKED 121 S.W. Salmon, Suite 1010 PhoneM3, 3) 225-9010 ` 3 NOT TO SCALE 17OI-_Portlana, Oregon 97204 Fax 225-9022 0 32 N0. DATE BY REVISION PPOJECT NO.: 96-0341.201 SCALE: AS ;HOWN DATE: JUNE 1997 If this notice appears dearer 111:111 the JUN 0 2 2000 docnrnent, the document is of niargillal qu;rlit}• 1111cro 11111cd l I I I I I I! I I 'l i l l l l l l l l l .I I- , ill I I ! I . I t f ff�I-II! I II ! 11;1111 111!1'111 ;ilk I Illl:;l�ili!, 1 , III:i1�{IIIII(�I!ii I !IIiIIII111i1II 111f IIIlI�If I Iiil�liflll! AeN MAIC ' COP Z `�- 1 1 14 0 III{1111{{III{I!I! I!I !1ji11111 . I I(Ifll!!i!! 11!!!! !11!1!!1! IIl1�!iIl III!IlIIIII!lllill!Illli�i! Ir!I!llllllrlr!!III!!I !i 111!Iiills!!I!!ii!1111111!!!!I�IIl►!!I!�II11111!!IIH! tlllli!ii}IEi'lii ��111;1!!!; 1111!!!:"IIIII!!1�1!IIS!!I!.!;III1111!!i•;�I;I111111I;1 !Iaililllll!' ": I�Jrl. I N 0 TES: L Ec�ErJO __ \ \ \ `.\ \ \ \ \ IN, 1. SEE SHEET G-4 FOR EROSION CONTROL NOTES. -\ \\ \ FF FILTER FENCE \ \\\ \�\ \ \ \ \ -- • I 2. EROSICN CN CONTROL MEASURES SHALL CONFORM TO \ \ \\ \ MORN 1 NGS 1 DE \ �. --...., •••_ -\ \ ..- UN I F I F_D SEWERAGE. AGENCY EROSION PREVENTION AND F 1 L TER FENCE_ \ \ \ \ \ \ \ \ 1 \ \ \ \- DE_VEL OPMEN T SED I MEN T CONTROL PL ANS - TECHNICAL GUIDANCE ��' \ \ \ `` HANDBOOK. [� B 1 OF J L TER BAGS ' \\\ \ \\ \\\ \ \ \ \ \ \ \\ - -- REFERENCED DETAILS ARE FROM ■ ORA IN WITH B I OF \7 \\\ \ \ \ \ 44 LOP NN NN, THE FOLLOW1NG \ \ \ \ \` \ O _ _THE. ABOVE REFERENCED HANDBOOK: ` \ \\ \ \ \ \t \ \ \ -\BAG PROTECTION. \ \ \\ \ \` `� OFH: -CU SIcOF�E- a. INSTALL SEDIMENT FEN( ACCORDING TO DETAIL \ \ �\ \ \ \ \ \ \ -- \ \ \ \ NN' 3-2. \\ \ \ \ \ \ \ \` IQEILTER BAGS, \ \ \ \ ' � \ i I Ty b. INSTALL B I OF I L TER BAGS /A/ D r TCHE S ACCORDING \ \ \ :- -r'�^� `�� TO DETAIL 3-3D. \ \ \\ \\�\\ \\\ \ \\ \ � \ \\' 3O\\ _. FF ` -- — -- _ 30 T \ \\\\ \ \ \ NN.\ \ c. INSTALL B 1 OF I L TER BAGS A , STORM INLETS \ \\\\\ \\\\ \ \\\\ - -- :� -� a-��- . �\\•�\�\� \\\\ \\\ �`\�\� \\ \ ACCORDING TO DE TA r L 3- 7D. �. \ \\\� \ \ \ \ \�\ \, \ \� - N NN \I \ \ \\ \ \ 1 `P d. INSTALL GAVEL_ CONSTRUCTION ENTRANCE \� \ \\� \�� \ \ ,\ � \ \ \\ \\ � - - - \ �\ \NN\ \ \ \ \ � �\\ \\\\\� \\ \\\\ 1 �w�\�\ \ ACCORDING TO DF_ TAiL 3- 1A.NN NN, \ \ \ \ \ \ \ \ \ \ \ \ \ \ e r a \ \\ \ \ \ \\ \ \ \ I 4. TEMPORARY DRAINAGE STRUCTURE TO BE \ \ \ \ \ \ \ \\ \ \ \ \ \ \ , CONSTRUCTED AS REQ D. STRUCTURES TO BE REMOVED NN \ \ � \ \\ \ \\ \\ \ .\\ \ \ \\\ \ - � - - - _ - \ \ \ \ \ \'N, ; AND DISTURBED AREAS RESTORED TO ORIGINAL ' - _ \ \ \ \ \ \ \ \� \� \�- - y _ ' \ \ \\. \ I \ \\\\ NN, \ \ \ \\ \\ \\�, \IN \\ \\ \\\ \ GRAD I NG AND SEEDED, SEE SPECS. \ - _ \ \�\ \ \ 4 ps OT \ ✓ NIN \ \\IN N \ \\ \. \ \ \ \\\ \ \ \ \ ROUT D ( \ \ \ \\ \ \ \ ' \ \ \ \ \\\ \\\\ \\\\ \\ TREE \ _ -ESTATES \ \ ` NIN NiN Nix AREA \ \ -�1� \\\ \\\ \ \ \ \` I I I \1 1 1 1 \ \ \ \_, \L _..�..R. _`"29- \\ -_ ..� ..a .--�-� N, NNI 50' LONG GRA VLrLo�'\�\ I \ \\ \\ \t \ \\\\ ` \\\ 1 �� NNI \�\ \ \ \ \ 'N\ N`-, \ \\ \ \ \NN, --'''.Y------ CONSTRUCA A T 1'ON \� �1 I \ \ \\\\1 \\ \ 1�� ��� \ \\\ \\ \\ \ \ \ \\ \ \\ \ \ \ " _ _ - _ __ _ ` R - - - -- - - ( �J I oil OF 1 L TER BAGS \ \\��\ \ �1\�� \ �� \\\ 11\ \ \ \ \\ \ \\\ \ \ \ \\ _ EN RANG l - 1 \ \\ _ l A QUN'D INLET, -,P \. \ '�\ \\ \ \` \ \ \\ \ \ \\\\\\ ZINNNN Fv:DRA71V \ \ \ ( \ INST'XlLL TE �' �V'E T� \ 1 _ If\ RB N�Efi \ \ CONTRACTOR 1\ �$ 4�, I I \ \\ \\ \\ _ \ \ mt H\L KE T _ - '� '� 1 1 \\\ \ \ LT6H- t1V ` - \ \ CONSTRUCT TEM 1 \\ 1 \x\11 `\ ' \ \\ \ \\\ \\\\ \\\\��o \\ \ \ \\ � � ` - _ N P�UINR�TAJ\ ' \ DRA IN GED C I \ \ \ \\ \l\ \\ \ \ \\ \ \ \\\�s\ \ \ - _ 0 ER - 0 I \ \ \\ ��1, \ \\ \ \ \ \ \\� \ \ \ _ _ x \ \BLDG \. 4"r TEMPORARY AC \ \ \\ \ �`\ \t ,\ \`�`so\` \\\ \ \\\ `f0� ,2 f�l/ ~ - _ �\'\ B I OF 1 L TER \ \\ \ \ \ \\\ \\\\ \ \ \ \N, NN \ \\�s\ \ \\ \\ \ \\ \\\\\\ \ - _ _ _ - - --= --- N. -- �� \ \ \\ \ \ \ -- — EX II i NN NN Ni — `\ \ AnZALL CUL \ \ \ \\ ` �\ \ \ \ \ :_-- - - _ - \ �-'` �( �. _ F 1, \ \\� \ \ \ \\ \\ \�•"N, v w --------- - -�� �=1,_ _ \ \ I NS REAM,/I\l1� 0 �\ ` �\ \\ \ \ \\ \ \ ' \ 4` - - - \ x�� - -- - - CRONON CDN 1 \\ \ \\\�\ 2 • — _ - [� 0 - - - - - r /� 'f' 1 _ \\ \ \M A 1\\ \ \\ \v 1310E I L TER I =s�_ \ \•. \ \ \� \ , \ C X--�E- \ X X^-k ---k-- X ?•' X X \ EXIST P i PE V ;.\' \ �\ `\ \ 1 1 11\1 \ \ \ \ icy. x�~ .'" ENTRANCE I I U, \ 22 5 , � Iy<TER QU LltY \' \ \ \\\4 \ 1 (� 1 1 \ I �. � \ \ 4� \ -- x _ \ \ \ ' - - - - - - _ _ _ _ _ _ ;�,; Dp \. NA ULT \ \ \ \\ \ \ I \ 1 ---�- _ _ \ RE�A - I� - ( I � � 1. \ � \ \ � i I I �. � - '� _ � \ ITCH L T � IAF—J3` CURB INLET , - N NN \` `\ tit�+\� '•� \. -- ._ Ld oil NN CL '7x 1 \ \ \ \ EXIST GARAGE `a \ `• , \\ \ \'\ \ \\ \ \ TO BE REMOVED \ \ \ ►\ PROVIDE EXIST DRAINAGE �� ' \\ \�` M INSTRE M./INFLOW- D I TCI; ! �A\ / (\ <� EROSION CONTROL �� { \ I I I I I I MA T, TYIP BULL MTN. APP40X WETLANI;S BOUNDARIES \ I I I I I I I I ! co MEADOWS C r T ' TO . .COU I RE WETLAND P - MIT. \ CON RACTOR SHALL NOT WORK IN I \ WET AND AREA UN T 1 L PERMITS HAVE/ I \ BEEN ACQU I RED I I I . ; I I I , I I I ► I I I ' S I TE PLAN SCALE: 1 " - 30' I�• IJ411 >.W. 1-)4... Avenue U RUP 98-0042 �- SHEET W - _ _-_--_ NOTICE �(�,C � -� IMP 98-0048 MLH 4 Q fa>< 0 Murray,Smith&Associatesjoc. EROSION CONTROL I'LM 98-0021 - __��._ - - -- 0 � 1 DESIGNED10610 'A _ *►I age 32 of 32 I- HCM CITY OF TICA L- 4 LQ - -- — _ _ M —_________.__-- DRAWN �. - Engineers/Planners MY OFrrG� PUkN IF THIS EAR GOES 0 N --- -- --- -- _�---- -- TI�EN MEASURE DRAW NC 11S — JLH v,4 ^,;, OREGO14 M EN�.OI� RESERVOIR 30.1 r� C- NOT TO SCALE CHECKED 'yFs H�� 121 S.W. Salmon, �oiit.e 10,'0 Phone '503 225-9010 Q ---- - -- --- - _- -- -- ---�.__- __----. . --- Fort.land, Oregon 9"7120,11 Fax J503� 225-9022 ` �� 7� QI 32 N0. DATE BY REVISION ( XNIRES 6 30 -99 ---- PROJECT NO.: 96-0341 .201 SCALF I = 30' 1DATE; JUNE 1991 „ _ i If this notice appe•4rs clearer 1h,111 the JUN 0 2 ZQ� E h+r rx( f� cuntenl, thr• document is of margii►al quality. microfilmed - W Jill III' Ii11'IIi IIIII� Ii►lf I ;. � I ��l 'I ( � IIfII11 III III11111IIIII �IIIIIII 11 i [III l ! I I I Il,i t i1�� 1��1 11111 li{I , l i�! 1 1 1 III I I• II I i i � I l i l I( { II III I � 1 INQN MADE IN pi1MA III,11,1, I IIIII ! IIII IIII ! I! ! 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