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12600 SW 68TH AVENUE AUIi-06-1999 15'31 VENERABLE - BISSETT 503 224 2311 P.03/08VENERABLE - BI'.' 111 503 224 2311 P.01/08 503 224 2311 P-01/00 50,E 224 2311 P.02/11H AUG-06-1999 15:30 ' AUG-06-1999 15:26 VENERABLE - B155E11 ILI Zs AUG-06-1999 15:26 �IENEF f4:11 - B 1 � ,1 T I � _ DAVID Bl5SETT & A5A-_)CIAM �, �� °-' DAVID BISSETT & ASSOC,I��T•ES � r` LMB liJ W W -J 7 ARCHITECT •PLANNING • Ir+rc-Riwis ANCUIiECTURE•PLANNING-INTERigR9 j - U U Q Q � `w(1(„ �4„� DAVID BISSETT & ASSOCIATES nCHITECTJRE PLANNING IN'ERO=,ti 7.5' SPACE 0- a. N ° 13 FAX TRANSMITTAL �- ��'°�`« FAX TRANSMITTAL z 905 �n LO I - - Z / ate: / Oate. MEMORANDUM 7.5 SPACE cp m I Q To: _ To _.1 ./i� - .----- _ _ SIT, F-IED I j <, '/ - -- Firm - - - ---- - - - August 5, 1999 L E T x Firm: - +�.::SPACE � _ _ - __.�- -- -. _ I 8.5' SPACEFr Ii . d From: _ From: - To. Jim Funk / City of Tigard .7.5' SPP.CE ' � b � j ob No F,-om: DavidBissett/ ProjectArchitect 8.5' SPACE 7.5' SPACE Re: (iONZA(.GA BUSLNESS PARK In NUMBER OF PAGES(Including this cover sheet) NUMBER OF PAGES(Including this cover sheet) .-� SDR 97-Ur)03 SiT 99-0004/ SiT 99-0005 8.5 SPACE 1 01_IX BUP 99-0039 /BUP 99-0040 7.5' SPACE '6 a g POND I um - - copies d2t2 item eopil: 8.5' �P/'SCE I -_ ---- - ----- 7 5' SPACE - / til Attached Is a revised layout for the water quality/treatment facility and adjace nt parking - AR / �. f -1 - -- �� Zile - T for the above referenced project. Bnan Rager has reviewed and approved the changes IT7 =J� 8.5' SPACE 1 ,158 SF 1 - 1 f/�` , - �� ._ - % teased on the attar teed submittals from our consultant, Phil Martinson Engin Inc. 7.5 SPAC_- I I 8.5' SPACE - -- 1 --- t _ --- - - - We would appreciate tiour review, approval and processing to incorporate this into the permit tilt, so we can Immediately proceed to complete construction and seek tidal m- 7.5• SPACE 7F ('TN i I - ___ 1 - - i _-- -_ - - spections at the earliest possible date. ---- 2.0 PT + - 7.5' SPACE We are maintaining the required number of standard size parking spaces and providing 7.5 SPACE v I additional spaces as compact size. The stall and aisle dimensions will remain as 7.5' SPACE CIL - - approved. The landscaped area Will be reduced by 996 sq. ft. resulting In a new tota 7,5' SPACE VCLUME 1 Ln landscape area of 12,657 sg, ft-(18.5%) which still substantially exceeds the 15% Fcrnrks -' - - - -- Remarks _ _. -.. - - minimum required. The landscape plan will not change except for the detention pond 7.5' SPACE ?_,316 CF � � F. / 7.5' SPACE I , __- -- Lam- 1 _ plantings which are revised per the attached fax memo approved by Bnan Rager 7.5' SPACE - I --__ .. _- -- Please call me with any questions as the greatly appreciate your prompt attention to this. 5 SPACE 7.5' SPACE Than u �, }' - --, --. _ -- - -- - _�� _, - - ---• -- �_ ._ Id Bis ett, .ARB UJ 00 , cc. Brian Rager Mark Roberts o - Phil Martinson C'' Kurt Dalbey Y �I l '1')-u000J ry 511 99-uuuu, V) i W 5ch Avenue Portlacd, Oregon 97109 (503) 226.6185 F,i.0(503) 214-3311 til 1 �J�J-uun0s 322 NW 5th,/venue Portland, Oregon 97209 (503) 226-6785 FA.0 (503) 224-231I 12600 SW 68TH SI 199-00005 . PG I of 20 12600 S W 68'I' F 1260u S W 68"' 12600 S W bg,n 2� N1%' Rh Aivnue Portland, Oregon 97209 (503) 226-6785 FAX(503)224-2311 P6 2 of'20 PG 3 of''_(1 PG 4 of 20 y AUG-06-1999 15:31 VENERABLE - BISSETT X03 224 2311 P.04/08 v AUG-06-1999 15:32 VENERABLE - BISSETT 503 224 2311 P.05/08 AUG-06-1999 i� :' IENERABLE - BISSETT 50' 224 2311 P.06i08 Aur,-06-1999 15: II 32 ,ENERABLE - BISSETT 503 224 2. 11 P,07i06 t waw-.a.s:vT„od ...,•vt9 nn etc � �� Q ,.....,,-�•, id093?10'ab0`7i1 .ldm>2ldd M189 mS t•� f 1� - �A 1 RING INC .� _-_... .. _ Vl � t ENGINES 57.1'JI30S:1 '! Ll;1SS10 OIhYl7 �c-Jdd 557NI8r9 V9VZN09 3 1i 1 I I 1 l k PHIL 1� AR TINS•eJ ON Phone 503166bti191 � • � ,9550 SE paDora Drive Par 503x656-TT96 PHIL MAR TINSON EN- GINEER.ING, INC. ;o tI ;n �� ©cNln9 Or,pon 9T00A Phone 5031®!l-7191 e pd i �� F.MO _ 19550 SE D rbora DriveAR" [r S f yy FAXMEMO FA:5o3/95t1)796i:t �'� ��° € qe i ��r � I3 �� z � {i his aonp4q,Oregon 97009 18. 4p l' 1t I . 1, tri � 1. �6 ty g , � SS FAX MEMO 71111 14 tit 9� D �!! i ! P - I 1 , �d�I �� e 1� yila t� 111 T Jul 28, 1999 I I- Y t�' t �1' : f �o tt DA E Y ° i� ti i S3 € 'a v S 0 t� ;l rers8.. �c�oeu i 90uTWEABT FDA G AREA DATE:A 3, 1999 I. I_ L�3 E.� i P t1 1 ql tb t; s� 0 '� '�, bi Q. e, F-1 u r n n IF,0 U W n n -I , FAX: 503R2A-2311 __- - -- -- 1. _ `-° _ T • ;�'lr. Dave Bissett & Associates 26-6?85� �..,r-------•' ° i0 0 1. m � :• a e © o ( TO: PHONE: 5038 FAX= 5G3/22a-2311 • 9• �•�I 1 �� • ,•.� Bisioett & Associates TO: Mr. Dare Bissett & Associates �' e ! 1e• i� �I t a t -7297 PHONE: 503/226-6785 W •m ILI a FAX: 5031684 Bissett & Associates �I �� '� -. O a rte•- �i Mr. Brian Rager PHONE: 503/639-4171 - Ci of Tigard Mr. HrLAn Rager FAX: 503ibB4-7297 t R rl cc7•+c. �0 �' PHONE: 503/6394171 City of Tigard I �I FAX 503J`628-2146 R• a l. CC: Mr. Oscar D;�rdahl pH(�,.IE: 503/628-9158 FAX: 503/628-2146 I i •!',l� N CC. Mr. Oscar DyrdahJ - � '� �' � 4 YCO o u D PHONE: 503/628.9158 .r �. DYCON ,u•...�•...-2, = ! �4 i; ° l9 ; ! '« �; FAX: 503/670-7179 t, .i` �tiDr� EII 1 1 i _ I1 Mr Kurt Dalbey II --- - ---- PHONE: 503/670 3000x373 i• II II11 I•"I b••© '" ° Mr. Kurt Dalbey FAX 503/670-7179 '� I '�L � I"r+ --- •�-,�: `. ,,.•h• I �• �. , �. t---__ 03/670-3000x373 - 6, ,, i e _ v+Z+•�DICJP R6 P ,j 9 uP 6' nn2 3LGtx) FAX: 503/658-7796 FROM.: Mr. Phil Martinson PHONE: 503/658-7191 FAX: 503/658-7796 FROM: T'U. Phil Martinson _ C PIIONE: 503/658-7191 (=..�r �.I .1 � 66 a 44 , .•� •� .a+vg�.arrn0 , PAGES SENT: 3 _ "'•' PAGES SENT: 1 I i1i °T _ _ 1 1.__ a l . rtdcX 1 m'\- i ` 1l i'. +t I } b •' b ' t 1 '� I•-. ^ 111 . i 1•- r� �I�g, 10^� �--� �I w 29 spaces - but lacks the e� �'..�_..� I I I L..G��I,•. I _ arkin lot drawings. The first drawing shows P 4CIBjEcT: Goo Business i Park _ _ � J 1 .n• i I ; � e �1 3i I Attached are the revised p F with Dave, I added an island on the ".! .: " _ - " •:" a -- �-- re sired "island" for areas exceeuing 7 spaces. After ;peaking Pond Plantings ---- - -------N - �-1 al - reduced the numbe-r of spaces to 26. {-- j• -r�•.s• •:•• , BU FAX LOT '0a '6 -�--�- ._. .. `•. - :Y - , �.1:. � o _, C.7..,�� T6a[ LOT I,� I south side The addition of the island and re-configuration _ Following is a summary of the suggested planting for the water quality - detention pond' --� ' a�raT the and layout. The original i did not modify the storm water calculations i only modified p ;� 4 J - - _ a treatment volume of 2,09 i cubic feet. The onginal pond layout (with sloped Loca-!ton Riparian f►arian Wetland Plants P1a:erment/Rate , 'Ir .a::. o i `� ._._.'I ` SA-WI ITS bo cal:ulations requited t provides 1 f T�:tee e� , I-� r, a modified and layou pro i ill tI depth. Th m P els �-I � S§ �� '�i ir, w � II ' '� sides) provides a volume of 2,304 cubic feet g a 2 foot dep 2' oc - Baltic Rush (Jtuicua balticus) �' j !` 1 © - ' , I ��. i Center � �� _ _ _ __ a volume of 2,316 cubic feet @ a 7 foot depth ll, a lI , i. tba+� . 3Dem °SW 6e'�.e �v11,�a:R• S7t.T,+ d f5W �.�iG�rN 1st Row Out Small Fruited Bulrush (Scirpus microcrupus) 1'oe / '°'-'" ---- ,e�.•a. ' �� oT�T.n+ocTr a ew "ar*''a. a-:xar- o>r -++■ �r _ �.! U ' �r. � ao,, o■ su cert+ wi co uratlon relative to the layout standards since 1 2nd Row Out Douglas' spirea (Spirea douglasil) 2-Yoe I t + . Dave w need to look at the parking Ic t nfig �,.I c1• -�" - - T' Q : I I L'"""6' Dae ll 2' oc worked off some a sumed parking standards The layout may still need to be adjusted to fit the 3rd Row Out Salmonberry (Rubus spectabilrs) -i I' ' ' - I � m•-m, r.,;rs r;,1�uaa !.. I c4. I ` ?r6sR7 rR►�Ibli C1f+.vtGP+-�- 6r•a►.�ab . 4th Row Out (alum edge) Wapato (Segittazia latifolia) 1 oe ► + Irl ��, _ - eln oslv,R,otT ►zRv,ia:J. tIQR 9ilf�ll architectural and parking constTAints. P -� -1 . cull-;�,n,4 ccwir. t I", uec uW �+ &MR,-i-vire 0=1110 wc^�(vralcs) 1 T�Ta 'M CCN@1MICTICPu IW PIL L AWTO PIKS 6RQfl4CL� e'T rWIL ♦oa 07,MI�= -M sec. CMArT1R 11 BUILMIN6 AN", 23,3.0 IIP ,aaa .,AJU I � �--bl�l a �s-�• ar.a� 04lILG-7.94, LaABADLA ria %"o aP (80%, - Ir- Ra1T�t'1!'1R!feN, OTm ILP i -- t� •m-T-- ,__--�-r wee,- , aoaalOdltb, ,y& e0. rt,%iLr,-taMIT ak4Lr) _ Pi��•*� is §rAX &A= SI I tlel-00005 � , .w.. 1A GMAC' SI 1 99-110005 til 1 ,1,1-1101105 AL PAI*XNd, 12 W&C" 12600 S W 68" I - .- -- - - - Ili 5 ol'2U 12600 SW 68111 126(1(1 SW 68111 SI I eIt)-111111115 �-•�+�n..a�. uiOJt 6P r1o,a: MANAGEJ�4EYT CONSULTING RESOLUTION'U, CONS I kUC I ON CWMS A D15VLR•ES PRo!F�CT SCHEDULING 1'(e 6 of 20 2 rn 1 U :. 11(i 8 of 20 I_6110 S W 68 , 6NGrNFERNG DESIGN CONSTtIUCTION JkPROJECT MANAGr;M[NT 91(XNEMISTRY FNVIRONMENTAL CL[rNIJ MANAGI?MENT CONSULTMG REsaU1nON of CONSTxUritON CLAIMS a DISPUTES PROJECT SCHEDUIMG 14 /_ ---.--_-,- ..,,.,.....,.-...,► ..eencr....rr�r.ruardT PinrHFMiSTRY FNVIRONMFNTAI CL)ANI;P Pti X01 ill 9a�I I t 1 rr Ilii notice ;111111•;11-S Clearer 111:111 ille• JUN 0 2 2000 do(timcui, Ilse Ilocunll nl is of nt:rr;!iu:11 111I:Ilil�. 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I, ,,,,111,,,.11111,,,{IIIIIn1l„11,11• AUG-06-1999 15:33 11EI4ERAALE - HISSETT 503 224 2311 P.08/Oe I ING Aqr= % Ai 9I I 24'-m' !0; ! 3e•.©• ;D1 Bob1 %tA,-04 ct Poo XIS I I Q I �I L� II Z � 1 Q � . � 2A � 8 13 Ell ] I i l© 17 I ^I P'QO..`cGT ItirO�.*''.1`CG7V: 28-ti-&=TfCN 1 (,v) { tilI99-oows IrA xc :. , dmCJ 4 100 12600 SW 687'1 I !I P6 ()o1.20 — TnTAI P.GSR If this notice appears clearer (11.111 file JUN 0 Z 2000 ducuinctai, ihl- document is of marginal quality. 1111Cfotlimcd ' .;, i "•. .fi�t�°" �Illl(ll i..IN' CNI [Jill l {(Illl�I MADIN CHINA 13 _ 17 Is - � 1Irl IlfIlnllit. 11111 111lL,. . � r Aw "• � X,1I r • an�ko, c t��~ l _ .l_ - •�. .. 1 . .... ...,.- . . 'l. L LI�.•. 11'L•. ..- '�Z�1� _1..- � _ _..—.._ -.- _..._.,-f.-..-..- r L-I x'1' fix. --� k111,2-1- r r - I 1 t �� [ x_I,.1 -7-70" 1 r_ r_ ca r`Tz zz4 1 YSLrrI .L J_ rlTr�LL: 1 r�ixZ' sL {^j ,il�ilc i:rj f i r.r`r"1 r'r ff- z it�-c i r. 1 , '•.T.1 - yrs 1 ! _ r T. 1 )y� 7 t� _j � V I.• r ,. Z 1 I I L: •.t 1 1 L. Ll-.- ' '1.,S i L' ..-J -1 V 1 lI'[ ,rr r _ t� �.I x,i: � � �1 t �,�„ T_7 t �«w..,w.ri 17' 1� _. _ -.__ •_••-_-•__'�^_-__A..-.,.__ •r _ � •i r� � T , ry c N �-.,-�+ . ' IST Ti 1 T: 1 17•'L� II l ! I �i' j - ,r I 1 Zs. J1 �. s —^-^ - C - ---- - - - s T i I• 1 - - 11 r _ i I r � 1 ..- 'l.I xyL2z 1_1.1..17 _ - -- 1,,.--- - i '-- - ' - JI .. ?S ?LI' I .SL1"�_-1. . . ._..L..L:'T.1'•'T..L..1.. .-2r (r' > �o 6 8 T H P A R K W A Y T I G A R D ., 0 R E G 0 N M ATERIALS ABBREVIATION S VICINITY MAP INDEX OE SHEETS H HIGtH BELT SECTION —� AB ANCHOR BOLTS I HDWD HARDWOOD 6HT SHEET DESCRIPTION I�.r,I^� EARTH = WOOD ' AI3BREV ABtlREVIATICI.1 (S) HORIZ HORIZONTAL a1M SIMILAR SSC V ( TWPDZH MEMBER ) APPR APPROY£D HM HOLLOW METAL i 611" SiM.LATOR ul ACOUS ACOUSTICAL 14P HIGH POINT SIM1L SIMJLATED SAND /MORTAR '-_ WOOD BLOCCMG AC ASPHALT CONCRETE SPECS St°FCIFIC;ATlONS .: .: . PLASTER ��' AC or A/C AIR CONDITIONING ( INTERRUPTED MEMBER J - DE DIA-- - -- - 88 STAINLESS STEEL I COVER SHEET ® \J AD ACCESS DOOR ID INSIDE DIAMETER STA STATION �,� Al ARCHITECTURAL SITE PLAN AFF ABOVE FINISHED FLOOR �L �°:LAT!ON c CONCRETE - PLYWOOD ALUM AL�NUM INT INTERIOR j A2 FLOOR PLAN �- -_-- ------___-__ ----------- -- . _-_ _ - -- _._-_ . _ ---------- - _-_ '�� A3 ENLAR3ED RESTROOM PLAN z SCHEDULES BRIDING VENEER C.M.U. L/ / / ACOUV!C TILE / BOARD � BOARD JAN JANITOR j STD STANDARD - - Q - A4 REFLECTED CEILING PLAN 11__ MDG BUILDING 6TL STEEL s s SITE BLK BLOCK SQ SaJAR E m / A5 ROOF PLAi�I Q � CONCRETE MASONRY V V ----------- BM BEAM aTR1JGT STRUCTURAL `9 `9 A6 EXTERIOR ELEVATIONS WIT `� GYPSUM BOARD BOB BOTTOM OF BEAM LAV LAVATORY ------ --^ ��' SUSPENDED c?a c? Al BUILDING SECTIONS n, BOT BOTTOM LEY LEVEL aYM 6�TRICAL A8 DETAILS f 1� METAL. BATT INSULATION LTG LIGHTING I I AJ DOOR 4 WINDOW DETAILS � -LTWT LIGHT WEIGHT G/G CENTER TO CENTER 5W C=ONZACzA ar. _ CER CERAMIC -- - T - - 51 FOUNDATION DETAILS t STRJCTURAL NOTESZ/A }'- - _-_-- - ---- ..- --------- ----------- T TREAD FMISIA WOOD -- RIGID INSULATION CH CEILING HEIGHT TDC TRAFFIC DECK COVERING S2 FOUNDATION PLAN �-- CEM CEMENT MAINT MAINTENANCE T / G TONGUE 4 GRIUOvE CLO CCLG CLIL ING MARL MATERIAL TEMP TEMPERED 217 53 ROOF FRAMING PLAN � TEL TELEPHONE 64 ROOF s WALL DETAILS V/ CLR CLEAR MB MAC 4 NE BOLT TW THICK CMU CONCRETE MASONRY UNIT' MECH MEC4ANICAL TOG TOP OF GON(.RETE a CURB -1 , S Y M B O L S `AL COL1 O MET METAL TOP TOP OF PARAPET m CI.I LOT LINE ADJUSTMENT i30UNDARY SURVEY COMPO GOMP061TION MEZZ MEZZANINE CONC CONCRETE MFR MANUFACTURER TOS TOP OF STEEL C1.2 PUBLIC IMPROVEMENT PLANTYP N — DETAIL NI, INN GcNT CONTmoCONN CCINNECTION m MASONRY OPENING TOW TO I�L i j CAL �ANEOUO ' C! WATER t SANITATION PLAN SHEET RE TAI I C:ORR CORRIDOR MiN MINIMUM C2 STOW DRAINAGE PLAN �. WHERE DETAIL 8 DRAWN CSK COUNTERSINK MULL MULLION I �; C3 GRADING S EROSION CONTROL PLAN ----__.--------_-_-- -----_-____._.._-. C4 ROCK WALL PLAN t PROFILES v 4-- \J 02 - - - - - --- - - - - .._ - -- ' UNO UNLESS WFED OTHERWISE - - ------------- -- NUMBER DET DETAIL MJ NEW � CIO DF DOUGLAS FIR I kir- NOT IN CONTRACT LI LANDSCAPE PLANTING PLAN vQ DETAIL DOOR DF DRNKINGF�ITAIt NO NUMBER L2 LANDSCAPE IRRIGATIOPI PLAN -'- - DIA DIAMETER NT6 NOT TO SCALE P R O J DIAD DIAGONAL NR NON-RATED ----___.�----. --- -- -_ -_--- -__ E C T T E A M SECTION NUMBER DIM Dil-EN icJN VER VERIFY v/ DIR DIRECTION VERT VERTICAL NOTE: MECHANICAL, HVAC $ ELEC'fRICAL/LIGHTIWs AI OA - --- LETTER FOR WINDG><iJ DBL DOUBLE --- --- -- - - --- --_._-- -___. -- 15 BIDDER-DESIGN WI'i f! .ALL. ENCsINEERIWG, ON DOWN OG ON CENTER L.r RECTION 18 DRAWN DD DOOR OPENING OCG OPERATOR CONTROL ��ITER DRAWINGS, DETAILS AND ..1-'ECIFICATIONS - ---- -- ARCHITECTO DEVELOPER DR DOOR OD OUTSIDE DIAMETER W WIDE PROVIDED BY OTHERS. Re� .io►u WINDOW' D6 DRAWING(JT OFF OFFICE01bER W/ WITH THE TENANT IMPROVEMENTS NOT INCLUDED IN --i' S�CTI�I� I DWG DRAWING ON otti�RFi,�11aH ITEM WC WATER CLOSET GEN. REV. 1-20-SS OF-01 OWNERFJRNISHED OWNER WD WOOD DAVID BISSETT & ASSOCIATES equi t THIS DRAWING SET. CITY/BIfD REV. 2-22-99 DETAIL NUMBER - - - - - ---- - -- ___-.------ __— - l1 I REVISION NIMBER EA EACH INSTALLED WI UiROIKaHT IRON ,4RGNITEGTURE PLANNING INTERN ELEC ELECTRICAL ON OPPOSITE NAND !- SHEET WHERE DETAIL ELEV or ELEVATION OPN'G OPENING 322 NW 5th Ave�mis Portland, Oregon 9'1209 Grou I 18 DRAWL EL PC PORTLAND CEMENT (503) 2216-6195 FAX (503) 224-2311 � - • ELEv ELEVATOR -�--- REVISED AREA EO EA1ALi ITY Q�RIOUP RNID, LLL. •, _- -__-�_ __... 1116 GW WAM"ON 6T PORTLAND OR 91123 n ..:.•• ,... ----- - - - bm�•e1m-3mmm .^... AREA TO BE DETAILED (CLOUDED ONLY EGIUIP EGXJIPMENT ^^•^• OR ENLARGED �_�-^._.� ARER AWARD EXIST EXI6TING OPP OPPOSITE OF CONTRACT) EJ EXPANSION JOINT PL PLATE D--� - ENLARGED PLAN REVISION EX' EXTERIOR PLAa PLASTER CIVIL ENGINEERS ..^^ STRI�CTURAL ENGINEER -- o ^••^^• • r ^ • t s r e -- -.- _ EWC ELEC WATER COOLER PLYWD PLYWOOD PR PAIR _ «•IC FIRE HOSE GARNET �P PREPARATION � •••' .:'' - — -•---_ __ �i;+t ---' ELEVATION LETTER ELEVATION NUMBER r G r~ FIN FMI6H PROD PROJECTION �I FLR FLOOR _ ISUL ENGINEERING FO FINISHED OPENINK, T.M. RIPPEY �' ' !NTERIC� ELEVATION KEY �. 375 PORTLAND AVENUE �co`1 �,>� 015* �' .•.••� {� l awn E3Y Checked By SHEET WHERE ELEVATION IS F4G FACE OF CONCRETE -- -- _ -_- _--_---_,___—_-- GLADJTONE, OREGON 97027 CONSULTING EN13INEffit8 �^ ., /Cz VM [:)E3 -- DRAW FOS FADE OF STUD DT DUARRI' TILE �� r t.ta ---- - SHEET UJHER)F ELEVATION IS DRAWN 503 957-0199 7070 ELW. Fir Loop Sults 100 F°' to c �, G, FCy FACIE OF WALL ;� Ptita � �',�:��,• ti..,rb�. INTERIOR ELEV47I0N ELEVATION TAG iOIAdD FOWDATION Phor (500) 443-Oregon 3 �� . .......... a8-333 y// / gSUN il,Jte — - — -- - -- --- FRP FIBER REWORCED PLASTIC Fax- (503) 443-3700 � YY FD FLOOR DRAn`; -- -- ----- -- - 2D2 ! O '-6 FLOOR BINK R or RAD RISER Ndo 1-15 r ga �� Draw;nq Fite Name F8D FULL L SIZE DETAIL PC � DRAN ARBORIST, LANDSCAPE GEOT HI -''� g8-333-CC ✓EQ ROOMiUM�3�R UJ�4LL T1'P� FT INET RAF � FH FULL I•IEIGH'i L REFLEt:TED Shed Number LOCATION OF DETAIL ON rF� REINFORI E WALT !MAPF RIESLAND 4 ASSOCIATES WEST COAST GEOTECH, INC. DRAVIIII�K� NAME - - __ _- RE8 REQ, Q 1615 SW DUNSMt,11R 3553 82ND AVENUE, Po eox 388 BUILDING PERMIT 61 1 WHERE IT 19 DRAWN ` G CSA GAUGE A4 _ GL GL466 RM R"ll BEAVERTON, OR 5-1001 SALEM, OR 51301 WEST LINN, OR 91068 �II TITLE GALS GALVANIZE RO ROUGW OF"M 503-646-4349 503-364-13%1 503-655-2341 W I NCx I I GR GPAZEPSU REDW D REDWOOD _RA GYPBD GYPSUM BOARD SET ONLY I til I ,)t)-oonn' I?(,00 SW(iti 11(i I o of,"o If IVIS notice appv:1rs cicaccl' Ih:►1'► tllc JUN O Z 2000 documcnl, tl►c docimient is of n►ari!inal yu:IlitN• 1111t'I•(1lllll cd 11"��IIII Illlljl ' !1111 ; 11111111illlljlll lII�I I IIlj! IiI! II I !II ! ' ll� IIII ) !lilil�ll � li ►1! I I i!� I 1' : lig {i I IIi Ili ISI 1,1�11�1 III ! I III'llI III ! I'I 1111! Ii!I !iI�I ! I �_I , I1 ' I1.�' i . I � I II. i � lll I� . I , t.,1L I INCH I MADE IN CHINA — I F — — ' t r 1 �^�! 1 6 �_ f — 1 — S1 17 is I ii it '-�� I!1 tT 11 � 2T �T I I'llt I 1 1 11111 II II{) II ,�. 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M1 REVISIa1S By f 'A' __ 4 cn w n N00900'00"E 335.00' Q� GRAPHIC SCALE � O x N 71 / 0 10 TO W I � Li w a -- o LJ w IN FEET ' I � - -- -. - - -- --.. _-- __ --- --- - -- - -- -- - - — •.,, O - - - - - 1 inch = 20 ft. ` C� I Cf) � C-) � F" aC r� �.) o .L! lz C) it (� c� PROPOSED BUILDING 0 LnN PROPOSED BUILDING �'-' ENVELOPE ENVELOPE o "` 2 a rn �i .�J ry lV '� O f- i'J n z r- `T 1) OD 0) Z O tJ I,) Z c) TAX LOT 800 ORIGINAL SIZE = 1.30AC NEW SIZE = 0.67AC NOO.00'00"E 130.00' _ N00'00'00"W 75.00' PROPOSED ACCESS - - _ — — — — — — — — — — — __ EASEMENT--�� ORIGINAL PROPERTY LINE- 0 INEO - .30' ----- w U 4-J O •) 00 nn, 00o W o O o TAX LOT 1700 o a Z ccn o ORIGINAL SIZE = 0.30AC o NEW SIZE = 0.90AC El ItLj w •�1 U w O w O Lo O r., O 0000 I` � Z iT 000D z z NOTES: _ n1 APPLICANT/OWNER: KURT DALBEY • _ 7125 SW HAMPTON ST. N00°00'00"E 130. 00' � ' NO3•00'00"E 130.00' PORTLAND, OR 97223 (503)670—3000 LEGAL: 2S-1W—SECTION 1(AD) 0 0 5 DEDICATION: PER p AVETAX LOTS 800, 1700 tri SITE DESIGN REVIEW. SW 68TH TH A I I I I Li.,i Z I T z 1 r F, c DATE 1�'� NG I F'J f " PRp� FEB 1999 12, �E',Q ray SCALE 1 =;0� �_ cCj lZ 1 RL ON,� JOB97-03B 14, -qS J S`S " til I ')il-1111(1115 " 12600 S W GR 111 I't i I 1 01'20 i 13F Z �EFTZ w If 111k notice .1ppears dem-el. 111:III Illy JUN 0 2 2000 docnnlenl, the document is of 111:11.011a1 11111'1ollIlIl cd !; IIT! {I{ ! '! ►1i . I ! ' ! '! �� ! ! I !� I,I ! I;! ! ;�, , , ,! ! ,{ I Il, � ,, ill , , I � �'� �; : �i! I !� , �' I 1� ! I'I:IIi'- l! 1 i'. t' INCH ' MAOE IN CHINA 11 » I4 I �1 is f If F �i 9'n 17 _ f ; !III I; Ililll1111 111111 1 liill iil Illli 1 iiiu�ll Ilii( illi Iii( ii�il li Iii i � n !'� �ill ` ,. ` �uIIIII,lllli,ll II. .,I! I! , II , 1,11 . III(.,,11111. ..,1,1..,. ...111,...,1111.,.,1....11.,.,.1,.1...111.1.,,. . I.. .. 111.I.II...In111111u.,i....IIIn...1.lltt,.,...Iln..utl111ttil,l�1;:,,,111,, ..,,n.11..� ..=t.11„„I,nl .: . �„�,,,►I,i,,,,1111,,,1.,11,1n1i�,l,lt. . .. . E el.. REVIU= gY 60.001' (� I� I --- EX. PU$L-.0 REVSED Pp AAai� - - UT14 E$MT. - -r- ��_�-_ -�_ _�• _. .. _ _ - - _ - - _ - - REIAEw 01/15/n - - .1 � GAN _- '0ORM MHI REIASIED CITY CONNECT NEW 2 STORM I - + ATTENTION: Oregon law requires you to follow the rules kEAEW o 27/V,i I I DRAIN TO E.X. 20. UL-STORM791i STORM RIM IE 2. 5 �i 41 RIM 257.06 � adopted by the Oregon U�liity Notification Center. 24" IE 255.98 j I ( DRAIN LINE I ti 24" IE 249.46 Those rules are Set forth In OAR--952--001 .-0010 through -4- g _-__ _..--- --- - I 0AR 952-001 -0090. Y o u m a y obtain r_opies of t h e EX. 12" WATERLINE ___..__. _ __ rules b calling the center. EX. 12" WATERLINE �. ~WET TAP EX. '11" WATERLINE EX. 12" WATERL NE y 9 (Note: the number for the AND INSTALL 12'x4" TEE Oregon Utility Notification Center IS (503) 232-1987). 60.00' 30.00' EX. 8 SANITARY EX. 8" SANITARY 30.00' 60.00' EX. 8_SANI1aRY � � - -- -- +� OL. ESMT. EASEMENT EX. ACCESS EX. PUBLIC �.` Re FX- SAN, MH PROPOSED 6" PVC EASEMENT UTIL. ESMT. EX. SAN. MH r • SISI: �� ( y-w,� PROPOSED 6' PVC it _ .L SANITARY LATERAL RIM 256.39 / RIM 262.87 - " SANITARY LATERAL TIE INTO EX. 8 [ 1{tr� AI A s. s �A 'a •• 8" IE 252.17 TIE. INTO Ex. 8 8" IE 245.99 SANITARY LINE z I 4X, R= a ss s i SANITARY LINE � I I ra4wr �!1 V , w u .+ _ „ i •• , 1� �. � -� ' ,•. '� ' _ ilF Air- -� � .. ., I7LC000XXL I ----- ! ' •• V IF -1 x' I sa o s>r A�i;ou : p� # --------- I I r.._.�'_'.. - -��. _. l-- -- -- -- -- - •� {=Tit�i y .A A N, T L i r- A► i / /'% /� L- c,,. s� .�A toll sr� t1411 � 6[ 0' W, Fit _-_ - - EXISTING '' ,, � : �' I 't. �► ' x� . ,� I BU ILD t N G / 'moi �,', o- Vit' • t ' ' ' J """i QL 60 0 EX. PIBLIC -� I I I I I �!.__i- .��._.� _. • a I': \ _fir G '� ("/�� UTIL. ESM T. ARCHITECTURAL - I I • •• w ,-"� s. �. BLOCK WALL ----- -- ------ I I nw • I , y Iiiy r` -� +4 --- ' --___._ i GRAPHIC SCALE 30.001 f1 _w ,, :,•�• f --PROPOSED__ _- -- _ I I I I 1" sol L sw � t Q _ I ARCHITECTURvAL i I 0 10 20 • eo o,CCES ESM1. 1 , P BLOCK WALL e 112sw . I - SIR lL✓ F ------ w I ' l LIN y s _= LA t t% �/ C/4 1 IN FEET ) •' . u sr ••Re r' ARCHITECTURAL t inch = 20 ft. y ( 1 a( V I j�'' �yt.�) S •� +" �• � ". 1w� _ , •may,,, BLOCK WALL o VICINITY MAP _,- - ., ' 7 -- Streets.6UILDING 'A' BUILDING '8xISTN ,' K F.F.E. 263.00 / 71. Con struct sidewalk and driveway ramp Per standard cit details.F.F.E. 260.00 / I 2 All work shall conform to City of Tigard, Oregon, Standards and Specifications. Note the attached Drawings and Details. EXISTING BUILDING 3. APublic improvement construction Permit is required from City of Tigard. ard. / 4, Notify City Inspector Paul Icatt (4639-4171) 24 hours before starting anv work. Access-to and egress-from parcels of land adjacent to the work area shall be maintained at all times. Pedestrian safety shall be provided for b • the �+•�- - - contractor at all times. PROP RTY LINE 6. Removal/replacement work and damage repair work shall be promptly (ASS ING LOT I LOCATION OF EX. WATER AND SEWER LINES TO BEI UNE 9JUST 1 IVERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION '! Initiated and completed to the City's satisfaction. No work shall be �J IS APPROVED) _ --�� considered complete until it is accepted by the City. The City reserves the right to cause testing and certification of work or repairs to be performed, to EX. CURB CUTS TO BE SAWCUT AND REPLACED the City's satisfaction, at permittee's expense. -RELOCATED WATER METER --- W1TH STANDARD CURB PER CITY STANDARD ExISTI�:� WATER METER 7. Erosion cont,ol shall be provided for by the contractor. STREET TREE it 20' O.C;. TO dE USE AS SERVI ~'� --- _- _! SCARLET SENTINEL MAPLE EX. 'NATER METER TO BE TO PROPOS D BUILDING SPLIT SERVICE '0 BUILDING I 8. Notify ut.11ties per ORS 757.541-571. E TYPICAL AFTER BEIN� RELOCATIE /, k ADD NEW WATER METER STREET L104T NOW-- USED FOR SERVICE TO z z PGE TO INSTAR STREET L,GHTS ON 4' MAST ARM 9. It is the sole responsibility of the permit holder to provide for proper right-of- r11 PROPOSED BUILDING _ ( I FQR IRRIGATION SYSTEM AND 100 we,TT n'S LUMINAIRE WITH FLAT GLASS LENS. entry (and/or easements) prior to darting work. Proof of right-(�f-entry V`J - - I - EET (REE O 20' O.C. - (and/or properly executed easements) shall be provided to the City. The City SPLIT SERVICE TE BUILDING I-< _SCARL.LT S _ --MATCH EX. shall in no way be construed to be liable for the permit holders failure to Q b�: ADD NEW WATER METER , z� ---T .ICAC - -- -_ / SIDEWALK MATCH EX. EX. UG FOR IRRIGATION SYSTEM ��a-- � � �� -- � = _ obtain or provide for proof of right-of-entry (or easements). POL -- - (� EX. 5' SIDEWALK 10. A sewer connection permit is required to be obtained from the Citv's SIDEWALK �� d,F� �� --MAILBOX 4 ��,� 5' DICATION PER U.S. ;W- 1110� Building Division prior to connecting to the City's sewers stem. _ 6 P 6 y Y J _ T T ICE 11. Utility relocations, modifications or repairs, which may be necessary, shall be ►- // POS OFF ----- -- - - - ' , - A. f•- - °. -- _ _'_ - /_:' _. - Performed in a timely planner at the ermittee's expense. _- - - __ - - _. .. -- _ :-- - P P Ex. 5' SIDEWALK 500. S/W Ex. CURB I� 20 00, -� 20.00 Ex. CURB 12. A hard surface patch is required to be laced at the end of�h day's work, _ _ CURB CUT CURB CU' 5.00 S/W _ P q P CONSTRUCT PER - - (SEE NOTE) _�- CONSTRUCT PER on all trenches in public roadway. U FX. FIRE HYDRANT EX. 8" WiATERNE DWG. 120 (S-EE NOTE) DWG. 120 1 MOV EX. HYDRANT Ex. 8" WATERLINE 13. Traffic control must be provided for at all times. A traffic control plan must �J BEHIND PROPOSED EX. UTILITY POLE RELOCATED UTILITY POLE •-- CL OF PROPOSED 30' RELOCATE EX. INSTALL STREET LIGHT 60.00' -BIO-F'LTER INLET be ,ubRlitia� to the City for review and approval before any work may begin. 5' SIDEWALK DRIVEWAY APPROACH UTILITY POLE ON TO RELOCATED PROTECTION CENTERED OVER 14. :>, -built drawing to be provided to City of Tigard by Engineer. UTILITY POLE PER ---- EX. 8" SANITARY PROPERTY LINE _ CITY ST RDS EX. 8" SANITARY-- liur;A�aHu•IneuNark 97-r03B 14-99 S. W. 6 8TH AVENUEi RIM 253,52 ._� ------- ------•------ _ .- 8 E 248.02 3/4- R 6�--.•-I EDGE I CURB J01N T r- S MIN. �{ SEE NOTE 5 ROW MORROW`, � wwwww� �.• . ..w.... . � ram �� wr_ w�w� . ._.� �w �� r . ...._ �� t 6- 5 i_-r,_ j- DRAINAGE SLOCKOUT ^�2% - _- 1 3 I.D PLASTIC ROAn s • --�- PIPE W/COUPLING - � • - ) I o•C ti•0 0 16• � 2. OF 3/4•-0' BASEROCK I . '•G• c COMPACTED SUSGRAOE I 4 0 1 0 a p C)co I'. SIDEWALK ADJACENT TO CURB 1 LU S MIN. ROW ROA p y rEL Ir•0 T. Ll - 3 s NOTES: �• of 3/4•-0• BAsERc x - � ':OMPACTED SUB(71ApE O Well1 TRAVERSE EXPANSION JOINTS C IC PROVIDED AT EACH PANT OF TANGENCY SIDEWALK AWAY FROM CURB 1 OF THE CURB k AT OTHER LOCATIO►:S A5 REQUIRED TO LIMIT THE SPACINf, ...•� � ( d 10 A MAXIMUM OF 20 FT, NOTES: 2 TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATEPIALCONCRETE SHALL BE 3000 P S.I. AFTER 20 DAYS, 6 SACK MIX, SLUMP RANGE O HATH A MINUMUM THICKNESS OF 1/2•. OF 1-1/2• TO 3• a u •s 3 TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART MA ?. PANELS TO BE S FEET LONG. WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA 4 CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 20 DAYS 1 EXPANSION JOINTS TO BE P' ,CED AT SIDES OF DRIVEWAY APPROACHES.Crj ��C UTILITY VAULTS. WHEELCHAIR RAMP;, k AT SPACING NOT TO EXCEED 45 FEET ��pROF L 5 AND MAX OFDRAINAGE 35FEETRFOROM PROPERUGH NEW TY 5 L BE PIACEO A MIN OF 1 FEET 4 FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE '�� ,�(� IrJ� �`rJ' �� 01/15/99 CL CURB. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 1/2• RADIUS �' m O 5 SIDEWALK SHALL HAVE A IINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE W 12,8aU y SCALE NOTED CURB IS USED OR IF SIDEWALM IS INTENDED AS PORTION OF DRIVEWAY 4. OTHE . lr(7� � l D"W" GAM M 6 DRAIN B OCKOUTS`N CURBS SHA ALL HAVE A MINIMUM CE LBE 00 INCHES WITH 3• DIAAsETER �/ ( )•�cCa 141 o PLASTIC PIPE AT ?X SLOPE. CONTRAC'ION JOINT TO BE PLACED OVER PIPE OREGON JOB n Pb o � 97-03B _-.-. _ -._- -- »o ,<.,� , ...•o� �S U, S/ SLEET A01/♦(tM ► I]<I[MAf aourrw ► oulM►.s 14 "0 u:xt ��-- w" STANDARD CURB 01G 60 .....•, -- CONCRETE ow „a I y y 1 1 99-00005 1M0"cs�"�'�"""' nwKor••[►M1upr 12600 S W 68... Irl t ! i rl ,I) .r+�(ww�nw -_ v...-A's .-. 1:m a TIMIIw I1RI r rA.Cw I I r '�." 115 m,a.., "�fi M••d• »• sIOEWAuc 12 0 ae2 e• .•.""."«w EF ]. 7r4i i If 111k 11olice ;Ippears cle:ll-er 111:III IIIc JUN 0 2 2000 docnnicnl, the document is of n•;11-gi1::11 (I"AiIN • 11111 rol l l illi°ll IIIIIIII1111111 ' I ' Ii' IIII11111IIlilIiIIIIIIIli41 Till ' i111: 1111 • I . li 1 I ; 1i i i I I Ili ' iI IIIlflllillilll 1 III III III ( ( I I I I I I I � 1 1 1 I l lil l ! 1 1 I j . 111 N i :II) {i i i i i�f�l1 I l fill .) III I j MTN ' ' ' I � I i i' 1 1' I I I ' I I l ' Ii I I I, I I I I �I lI LAWINCH � MADE IN CHINA _ I it III IIII II 1111111111 11111111 I{ II i{I i1:1{ 1{liliill Illi Illi I li' illi � fillI I {111 {=u i I Ilii I (' illtll it n l I'11t1 I :'� III n l n Ilrl.tlllltull� I rt1111rtrlltiil rttii'ii !iii Ir I 1; IIhIIIllillll111,.11lll, ,II Il.. ,,, �! ,: , .,II.. „III „I III ,.:l�„•,.....11!„I•1111i•.•.i.fl,Il,,,.III.I,,.lIIIIII,...IiI.. JlliI,IIII,,..Illii.Inilll,..•..IIl.••.,�111,:• •IIlI.Illlllil{III}i11ft111111r::.:iltll:., .� : , � ,I,I:. ,.I. I It,t II. j illl11111tir11 63 00 i REVISBY - - - L x PUBLIC - -- kEvr5E0 PEA #Arm UTIL. ESMT. I I �i I I -- - - ---- - - REA[W 01/1s/9tiJ —� -_ - _-- - EX. TIRE HYDRANT GRAPHIC SCALE REVISED PER CITY I I P — _ _ �' ZO 0 10 20 -- W Bu REVIEW 01/27/99 q REMSED CI PER TY _ __ RENEW 02/15/99 Ex. 12" PUBLIC WATERLINE ( IN FEET ) os/03/9 2 A U' X. 12" PUBLIC WATERLINE _. ___ _,_. __----------___.-- 1 inch = 20 ft EX. 12" PUBLIC WATERLINE �.-WET TAP PROPOSED 6" PVC 4" D.I. ---�, 4" GV SANITARY LATERAL FIRE SPRINKLER - TB — — -- EX. 8" PUBLIC SANITARY -_ __ — _- _�Z- - IE 255.25 -\ EX 8" PUBLIC SANITARY - _-_ _�. ____ _-w _� '�� L��L.i_ �� t-�/�/�- .r.� - - ---.�•. �� .-�+-��t�+�. �� ,�-T��. G.�. �� ..-__ ��- . _... �. 30.00' 60.00' 30.00' PROPOSED 6" PVC EX SAN. MH SEX. 8" PUBLIC SANITARY EX. SAN. MH �6" PVC INSTALL BACKFLOW EX ACCESS EX PUBLIC RIM 256.39 I 60.00' EX. ACCESS RIM 211 SANITARY LATERAL L=51.23' PREVENTOR, FDC & EASEMENT UTIL ESMT. 8" IE 245.99 6" PVC LATERAL EX. PUBLIC EASEMENT 8" IE 25217 IE = 249.80 1 ESMT 5=0.1000 /VAVLl WITH $UMP PUMP I I L=49.50' (SEE DETAIL) S-00600 -- - -'' I -- -- Lai Q� — _ T 90• BEND - ATTENTION: Oregon law requires you to follow the rules Q ---tL_1B I adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR-952-001 -0010 through o I �---V '_- OAR- 952-001 -0090 You rnay obtain ccpjes of the � �. rules by calling the center. (Note: the number for the IE 254.92,1-111 54.92 - IE = 258.22 Oregon Utility Notification Center is (503) 232-1987). �j.. I - - - a - - ---- EXITING Q BUILDING Sanitwy Slow . J 1 Pipe snail be PVC sewer pipe conforming to A:TM D-303.1-SDR 35 - _ - ' I 2. Where the sanitary sewer laterals are within 5 feet of the buildings. Uniform � I C� Plumbing Code requirements for pipe type shall apply. The contractor has t0 UU' � I `he option of using sewer pipe types acceptable under the UPC for the entre — - Ex. PUBLIC 2.50' length of the building service lateral (from the connection to one existing " J UTIL. ESMT. Ioterol to the building) 3 The reviewing, approving and inspection ogency will be the City of Tigard ,r Engineering Department. QQ 3000' 4. Backfill for the drainage pipe shall confurm to Class 'A' In unpaved areas, and T Q PROPOSED ARCHITECTURAL-- I Class 'B In paved areas, as noted on the detail sheet of these plans ARCHITECTURAL ( - -- I ACCESS ESMT. BLOCK WALL - - 67-00s �&Aw-•w. BLOCK WALL - ( (SEE FIRE PROTECTION PLANS & ARCHITECTURAL ~ - -�-11 SPECS. FOR EXACT LOCATION) _ I BLOCK WALL (�- - -- Miter Supply --- Jf — 1 FCui Inch and larger water mains shall be ductile Iron pipe conforming to (� AWWA C151 Class 52 Pipe is to have cement mortar lining and bituminous ' �• I seal coat conforming to AWWA C104 Joints to be push-on sant Pipe 6UILDlNG A � titr,ings are to be of the some material and class as pipe ai,J of domestic F.F.E. a 263"00 t -.- -.. -J origin. Pipe is to be laid such that it is supported along It. full length. I i 90' BEND Including digging of "bell holes" ,-(SEE FIR_ PROTECTION PLANSNS & 2Twa inch grid smaller piping shall conform to acceptable pipe types as SPECS. FOR EXACT LOCATION) BUILDING 'B' wTB EXISTING TREE permitted under the Uniform Plumbing Code All plastic piping shad be installed with a 12 gauge copper tracer wire with a blue tooting. 90' BEND - _ F.F.E. = 260.00 I 3. Water mains to have minimum cover 36". W/ TB { —� -- - 4. Thrust blocks are to be provided at all changes in direction and bronches. Thrust blocking concrete strength is to be 2000 psi. See details for thrust I I EXISTING Dlockin shin Pour thrust blocks against undisturbed earth. 5 Hydrant pumper outlet to face the direction of access. BUILDING 6 Granular backfill Is to be compacted to 959 maximum dry density per I AASHTO T-99 test method. Backfill under streets shell be 1"-0" crushed rock backfill. I -- 7 All waterlines will be pressure testeJ and chlorination before connection t� ~" 2 5u the Tualatin Volley Water District water system. �- Z I 8 All materials, lnstoliction, tests and chlorination to be In str ct accordance with the standards of the Uniform Plumbing Code, the Tualatin Volley Water LL j District, and the Oregon State Health Division Administrative Rules, Chapter 333 " I Z I 9 On !II piping prior to the water meters all rr nteriols, installation, tests and c chlorination to be In strict accordance with tt a standards and codes of the 45• BEND ( Tualatin Valley Water District and the Oregon '.,tote Health Division W/THRUST BLOCKu I I Administrative Rules, Chapter 333. (TYPICAL) IY QL _ EXISTING WATER METEK X. 3/a" W TER SERVICE •~ , � ~� �... LD PROPOSED I" TO BE USED AS SERVICE 12670) SW 68TH AVE) T'Z INSTALL BACKFLOW DOMESTIC WATER TO PROPOSED BUILDING. AS SERVICE ! V PREVENTOR, FDC & I SEP ACE SERVICE i.!UST REMAIN TO PROPOSED BUILDING VAULT WITH SUMP PUMP OUT OF SIDEWALK AFTER BEIM RELOCATED PROPOSED 1" DOMESTIC � � +d 1 WATER SERVICE _� •��i� a I DC SPLIT SERVICE 1O BUILDING 1 I •� 1 r � IRRIGATION t 36 M ,/-WATER SERVICE L" -_- & ADD NEW WATER METER V J a w,. 4" D l _ FOR IRRIGATION SYSTEM. �+ •+ �, FIRE SPRINKLER- 5' DEDICATION Od • • b" SL-:LVE RELOCATED FIRE MEGA LUG HYDRANT MUST BE i �� • � APPROVED BY TVWD - - --- --------------- _ �. iUAI ' of EX. FIRE HYDRANT Ex B" WATERLINE INSTALL 1" ' Y 1^'AT �• I ;;�t •' ��■ Ex l3" WATERLINE INE ER D1�1tRIC1 I•�_ REPLACE WITH NEW IF a •�� MOVE EX HYDRANT WATER ERVIC:E ( NG SECTI • s. � - UNACCEPTABLE TO � ON BEHIND PROPOSED � avec'a• ; , ' 5.00' SIDEWALK DISTRICT. I b,lifted. r �.. L• I � ] ; � f""•" EX, B" SANITARY AWftSd m,nkP-visions noted, 1 rr ■ ( S 1 rrvfaed copipc for District(& EX 4" SANITARY - — �- ----- �� F_X. SAN.. MH CONNECT TO TAPPI G MAIN J . V V . 68 T H A V E N U E 5" 0"I,,1,�,�d USING "8"x6" TAPPIN., RIM 253 S� � nor 'fcom SLEEVE AND GATE 8" IE 248.02 A0*111f with revisions not��' - VALVE Mgfe _ - - -- �_ J. _ — -- — — -- — — — — -- -- — Ct'f M►ihr m Strt/Mndudeoplttpfh — !. Sam L 4POrowd plans m valid III A nwntlN tram Me I + (� ' -1 ,p doff noted hereon. 3� �• >>• CanrracfUr mus � � ■ ',•,'� .C. get 01 ,. wiSite showing.a t .,,11s noled be�fp,�alone on (12 pectionaa District t Ina1 ■ I s Z ••.e 310., Noe,_ • .• d d . .... n• VICINITY MAPU Z •' 11 Z W � t rti o ry I� I' rD 3 �r 09U' viL PROFf. 1 5� ��v INCE `� DATE 01/15/99 � 12,8� i �-E NOTED I DRAIN G A M � \��'�]RE� t7o c' `� 97-03B sit \6 !a, n, in SHEET St 1 99-11011115 12600 ti W(,9 C1 P(i I I of 20 � J SHEETS IL '+II>��•■In�►wn �.� Q�rt�JtlYNY w• R•. �MONMIIMP1ro•+wNJtI�R '^M11s•.tM�►w'..,• rRoomm,tr so .'Mr1A•!A`•..��. ...u✓ 'rR�I TW:r ttpr" . .-.WY►• -�- •NN► r•. RM/1 - •�1r-�•►�► n x If this nrllice .1ppe ll's clearl•r Illnu Ille JUN U 2 2000 docttnivill, Ills' docttlut•nf is of nlilr��nal Ilnalil�• 1111C1ohlllicid ' ! 1 1 1 1 1 'I ' I I III V I I I I'I 1 1 1 1 1 1 Ito II ! i i ii I i II i ji11 •! 1 ;jl� ,fliji;l jijll !i {1lijljl iji !i1illl ; I I IjIIIII�I(fll, I Iljll !jlj !ji ii11 � �!( � II ! I I s INCH I MAdE IN CHINA _ �_ i _ I 1 + ti f.� II II illi I III! 11!1 sit III IIII fill u i (ill I It'I I'I'il liilil ti'iii !iiiil stili 1 1 ' I' I'Iillill oil a II lin a 1110 1 'I:'1' "1 IIt1111 (111111111 n nI II , IIII a 111111 1111!111 In n III 11,1 1 IIIIlIIlI�II ! II. .,I Ill !L1„IIIl�II lllj,l IIII• ,11,•., ..I! I,fII,.t.i.l,l.,f.,,,.,l..l,..jl!!i, 111.. .loll!I!ill•.!IIII1!hli,n...,.,fl,.,.,. !, „II„•1,I,lj f I I I„ ! III ! II IIt111111t, 1. ,ft 1111IIfi 1!1111111 1 II 1 I 11� •I1 11 111 ill � X1111111 1111 IIII 111 11 11 I f • 66.00 I - EX PUBLIC - _ _. - - - -- ._ - ---- �:,,. ESMT _ --... - - -,•-' REVISIONS BY ---- __. - - _ ----- -_-...--- II , �� I kE.J5ED FER ARI;H 1 - GRAPHIC SCALE AM T kEV1EW U1/15/99 EX, FIRE HYDRANT REVISED PER CITY COF 10 20 40 bi REVIEW 1/27/99 I - -- --- ---f CIT) --7- - ----- REv1SEU PfR ' • -- _- _-^.- - - '---_ _-- ----- � --r-' r--- CP r - --»� REVIEW U:/25/191.e EX. 12' PUBLIC WATERLINE � .- ---- -- _ _ - _ :. EX. 12' PUBLIC WATERLINE EX. 12' PUBLIC WATERLINE IN FEET FM LUCATIUN, 68TH AVE !; ( PROPOSED 6" PVC � -WET TAP 1 inch 20 ft. 03/03/99 SANITARY LATERAL 4' D.1. ---� 4, GV IE 255.25 FIRE SPRINKLER W TB EX. 8" PUBLIC SANITARY � EX. 8 PUBLIC SANITARY w_,••_ -• -_ _� =-� - �� _Z-"^- 3 -lLi- � a-s�.�- .�� .-.•�.-"+- � a��• r-tom.-T.�r.T EX. 8" PUBLIC SANITARY 30.00' S - 30,00' 60.00' EX. SAN. MH PROPOSED 6" PVC - EX. N. MH 60.00 6" PVC `IN5TALL BACKFLOW EX. ACCESS EX. PUBLIC EX. ACCESS RIM 262.87 SANITARY LATERAL f L=51.23' / PREVENTOR, FDC & � EASEMENT UTIL.. ESMT. RIM 256.39 6" PVC LATERAL EX. PUBLIC EASEMENT i L=49.50' UTIL. ESMT. 8' IE 252.17 IE = 249.80 5=0.1000 VAULT WITH SUMP PUMP I 8" IE 245.99 t _ S=0.0600 (SEE DETAIL) '- -`- !-- -- --- - - - -- /- ------ FDC- -/-- _._�- 111 -- - --- -- �--- �� ----�- - V) C 90BEND ATTENTION: Oregon law requires you to follow the rules _TIS , I c adopted by the Oregon Utility Notification Center. � Those rules are set forth in OAR-952-001 -0010 through rn Z OAR--952-001 -0090. You may obtain copies of the " 1 j If _ 1114 911 .1--11 __ I I rules by calling the center. (Note: the number for the UJ U% .J i Oregon Utility Notification Center is (503) 232-1987), a _ EXISTING v l I BUILDING Sotnt �� " 1 1. Pipeshallbe PVC sewer pipe conforming to ASTM D-3034-SDR 35. �� J C3 2. Where the sanitary sewer laterals are within 5 feet of the buildings, Uniform Ll 60.00' I ! Plumbing Code requirements for pipe type shall apply. The contractor has e entireor e under e un p types pipe g the option of using sewer ie tes accetabldthe UPC fth �--•-- EX. PUBLIC v 1 UTIL. ESMT. 2.50' _ j length of the building service lateral (from the connection to the existing f 1 lateral to the ouilding). 3. The reviewing, coproving and inspection agency will be the City of Tigard 30.00' M Engineering Depa•tment. �1 PROPOSED 4. Backfill for the drainage pipe shall conform to Class 'A' in unpaved areas, and +-- --" I ARCHITECTURAL-------- Class 'B' in paved areas, as noted on the detail sheet of theselans. ARCHITECTURAL ACCESS ESMT. BLOCK WALL I aotia•..twaYwrran �T-�rox ti-•-„ P V BLOCK WALL _ I (SEE FIRE PROTECTION FLANS & '� _ 1 I ARCHITECTURAL SPECS. FOR EXACT LOCATION, _ __ `_ BLOCK WALL C� Q _ feta Supply: © U 1. Four inch and larger water mains shall be ductile iron pipe conforming to 0.6 I AWWA C151 Class 52. Pipe is to have cement mortar lining and bituminous BUILDING A seal coat conforming to AWWA C104. Joints to be push-on joint. Pipe Q fittings are to be of the some material and class as pipe and of domestic F.F.E. = 263.00 � FP . ,_ . oo�c . -"I g origin. Pipe is to be laid such that it is supported along its full length, 90' BEND- (SEE FIF'.E PROTECTION PLANS & ZEXISTING including digging of "bell holes". �� ) W TB 2. Two inch and smallerSPECS. FOR EXACT LOCATION � , / piping shall confarrn to acceptable pips types os BUILDING B TREE permitted under the Uniform Plumbing Code. All plastic piping shall be BEND F.F.E. - 260.00 I installed with a 12 gauge copper tracer wire with a blue. coating. 3. Water mains to have minimum cover 36". W/ TB 4. Thrust blocks are to be provided at all changes in direction and branches. Thrust blocking concrete strength is to be 2000 psi. See details for thrust - I EXISTING blocking sizing. Pour thrust blocks against undisturbed earth. BUILDING 5. Hydrant p raper outlet to face the direction of access. 6. Granular bac'Kfill is to be compacted to 959 maximum dry density per AASHTO T-99 test method. Backfill under, streets shall be 1"-0' crushed rock backfill. 50' 7. All waterlines will be pressure tested and chlorination before connection to Z the Tualatin Valley Water District water system. _J 8. All materials, installation, tests and chlorination to be in strict accordance o with the standards of the Uniform Plumbing Code, the Tualatin Valley Water `J District, ane. the Oregon State Health Division Administrative Rules, Chapter Y z 333. _ j I 9. On all piping prior to the water meters all materials, installation, tests and chlorination to be in strict accordance with the standards and codes of the 45' HENS I Li Tualatin Valle Water District and the Oregon State Health Division (T THRUST BLOCK w Y 9 (TYPICAL) I � L- I Administrative Rules, Chapter 333. Oan+uGa WY,.0►aw •)-00.1. 2-hW } EXISTING WATEP METER X. 3/4" WATER SERVICE o PROPOSED '" TO BE USE') A5 SERVICE 12670) SW 68TH AVE) INSTALL BACKFLOW DOMESTIC WATER TO PROPOSED BUILDING. ° AS SERVICE PREVENTOR, FDC & I SERVICE SERVICE MUST REMAIN TO PROPOSED BUILDING VAULT WITH SUMP PUMP OUT OF SIDEWALK FTER BEING P.ELOCATED. I PROPOSED 1" DOMESTIC WATER SERVICE-,,,,. ai 14s �„ • • .1 a DC U IRRIGATION SPLIT SERVICE TO BUILDING „ WATER SERVICE _r 1 + 36 JF • L FIRED & ADD NEW WATER METER SPRINKLER -•�--► � ,r C? e , R I 5' DEDICATIO FOR IRRIGATION SYSTEM. a �Elc`•. .+*..�. :r , I �• Q►t' •• • 4 • • < • • a • • • 4 • ' • l 6" SLEEVE RELOCATED FIRE a♦ �' M I I i MEGA LUG \-EX. HYDRANT MUST BE _ ^.•11APPROVED TH TVWD. EX. 8" WATERLINE INSTALL 1" ;� ;�. -!FIRE HYDRANT EX. 8" WATERLINE MOVE EX. HYDRANT REPLACE WITH NEW IF I � � -o � ! ! a BEHIND PROPOSED UNACCEPTABLE TO WATER SERVICE ICCs ly i tiaN i 5.00' SIDEWALK DISTRICT. i' ill e' ) a I - i ip; 1 , a ,�.� C3 _ EX. 8" SANITARY �` e Z= �' 1• - EX. 8" SANITARY- - -- - .- -. -\^.I- 68TH- - _\-/ -_ �_ --_ -- -- S�- -CONNECT TO EXISTING MAIN S. Y 1) • AVENUE I- ` o e r USING "8"x6" TAPPING RIM 253.52 SLEEVE AND GATE 8" IE 248.02 AL , f Nati i TA IL i s • ( r _ W t � , 1, 11? „ � 1 1 Z 1 S we.• a � /� � A L� M AP.VICINI YTZ La c�f_J Z x W co 0 •1r �f 00QD Cly a tor O is Ch �' 10 _g u (.NV INF�.�`I'i!'r, DATE r? /15/99 WVO 12),8 Q\ \Z SCALE C3 / �� DRAWNGAM bR I ' ��• .IDB 9-7-03B 14, \qS J, SSWEET 51 i 94)in -00111)5 I 12G()O ti\N(,8 Lu rn �i- tu PG 14 of'20 C1 ti•.. ,..- �,•, wl.w►'..•�r...t�.... ..�.*...•w, ...,..,.,,, «,«N�Ff�!• .• .... w..,.. .,,, ..,.7.'Tr.�. .. .i. ..y.,' �-Xt; -..: ..T,.n -' ir7a! �!T!.'t+tT�"'+ "-. '•POTr"dnRtT-"�•T7!(!..' ""!"^. ..RA'R'-'TL•"'" Jr ..•. •,. p .... •RI tl P t _. .. .w.... .,. ... �., ....x .. JrT}-. 1"JQ!CR" '.Tw-•. .,,•.art,,,, _•'!M•'�16M1"'. ..T'.^ .,.�. n...ir••, tf,t.•..• .. .-: . .. .. �.- wF „ Af tier• •� � � .., •IM. - 1�. �. .�.. �.. SHEETS If' 11115 11ofive ;If11,eal-, deal-el. 111:111 1114• JUN 0 1 2000 dorunlelll, the dovilnlellf is of, n1,11-t 11al flu;I111Y • Illll'fttl 11111cd ! !jl ! l�i'I{ !jli !, ;ijl; ! 'I I{ : ;Illji; !' ijiji(i�' ijl 'ri {i ;i ill{: ; I Ijl ! Illji ij' I :jljll jlj!jill{ ill{ 11111! 1! + I INCH ` MAO[ IN CHINA j "1 '16 I_ l I I I I t 1 t l lit l I I, r..rc I}-- 1 - 3 4 e T- I1 i f� >� I I! II !I! III �II!!IIIIIjIIII 1! 11!rl!11 j!rl! I I !!ut rrrl;r ilii n! uri r!1 IIml I I ! ti I. i.. ".'Jill r, .r• II�I!�!11111 {I IIlI I III ! •! I Ij I ,� 1,1,4 ,„,I,•,,...11lll,,.,111111.,.l,,.,ill...I1..I...jJll!l!!!•1!I!!��lijill!I!ill!!!I!!I!!101111!!!!,l!Ili!!!!IIII!I!!!!jlll!ill�lliliitil!i!ji;,tllli;!'!!!!liilj!!!i1'hill!!illiIII!!':!�! II,Ii�illiiiiilliL'I!jllllllllli;illll! Ite d._ >•...1BTBTl�a.a. 60.00' RFVYSIONS BY F:X. PUBLIC - 13' UTIL. ESMT. I INLE1 REVIEW o.!t3/9y GRAPHIC: SCALE REVISE) PER CI v 12" IE 263.14 L&-. FIELD. �_ EX. STORMMit� 20 0 RIM 262.78 I �i I� 0 10 20 40 y,. �3/ J/99 - 1 STORM LINE - = EX. DITCH -- _ 024 I 2 5.98 T -- - - - -_ EX 2v PUBLI - - - �,' EX. STORM MH-�- ( IN FEET ) EX. CATCH BAS CONNECT NEW 12 S`)RM EX. CATCH BASIN RIM 257.06 t inch = 20 ft. PRIVATE DRAIN TO EX. 24" STORM RIM 256.24 24" IE 249.46 DRAIN LINE 8" IE OUT 253.34 12" PVC f-MATCH EX. PAVEMENT RIM259,85 OUT525E.95 IE = 251,52 L=72.00' _ t=M5b �-.1 ,�.. _.._ .; - .�. �_ _. _ �_ _ - PRIVATE 60.00' 30.00' I 10.00' NEW PAVEMENT J 60.00' 30 00' EX. PUBLIC EX. ACCESS EX. PUBLIC EX. ACCESS Rt1' 256.50 12" PVC - U1TL. ESMT EASEMENT �i-MATCH EX. PAVEMENT 4" IE IN 253.00 L=35.50' UTIL. ESMT. EASEMENT 12" IE IN 252.75 S-0.03461 ��- - _ _SUMP_251 17.1' vJ I � +�- � (SEE DETAIL) - I0 Inc (SEE DE IL) I L ABS RIM OJT 4" IE OJT 253.00 I C) � L=14.00' SUMP 250.00 (f RIM 265.7r - , SEE TAIL) RIM 58.5 (SEE DETAIL) (SEE DETAIL) 12" E OUT 2b3.5 ' � I I 1 DR,;IN OU 8'31 " PVC _ �� D-D Q 13.5' C� t�-ISI L=11.50' 13.5 L-11.50' � ^12" IE 253.00 �_ RIM 12 0 - - -� - -�- i PLACE CLASS 50 ATTENTION: Oregon law requires yol., to follow the rules ATTEN ON g q I1 I 8" IE OUT 260.00 - = 8" PVC RIP RAP adopted b• the Oregon UtilityNotification Center. 8" PVC L 0' S=0 0060 8" PVC L=77.00' 5=0.0075 ( RIVATE) RIM 59.55 L=13.50' 5' LONG X 5' WIDE P y g c j i Those rules are set forth in OAR-952-001 -0010 through U7 00 _ - IE 255.45 s=o.1a81 I OAR-952-001 -0090. You may obtain copies of the RIM 263.00 RIM 262.95 (S E DETAIL) RIM 226600.27 Lre by calling the center. (Note: the number for theIk 257.04 IE :'ss.58 8" PVC 8" IE 256.00 2.50, n Utility Notification Center is (503) 232- 1987). L=31.00' 10" IE 255.92 RIM 257.50 ROOF DRAIN ROOF DRAIN 8„ I I s=o.o126 t8.o7' � EXISTING v ,1 I RIM g258 89 I EUILDING 8" IE OUT 256.39 LI 260 1 8" PVC ____-___ _ _`� �� PROPERTY I L=65.00' �- EX. PUBLIC I LINE W � j 5=0.0100 ELQ ., UTIL. ESMT. _ 10" pVC (SEE DETAIL) I _ L=74.00 -- ARCHITECTURAL rte_^J I( 30.00' 5=0.0065 ARCHITECTURAL-----,,,, BLOCK WALLLry.� ROOF DRAIN PROPOSED ROOF DRAIN-� BLOCK WALL , ACC"SS ESMT. QU.�� 9-f) TOP OF BLOCK WALL 12 IE 254.50 �- - ELEVATION 258 0 O V - PLACE CLASS 50 _ I RIM 263.00 --- 12" PVC RIP RAP -\ I, IE 257.69 -- - - L=10.16' I 5' LONG X 5' WIDE -� - -_' S=0.0050 $ O ROOF DRAIN Z r ` Ri)Uf� DRAIN - .5' � -�,� z f 12" PVC L=68.47' S=0.0050 POLLUTION CONTROL MANHOLE o 19_2 _ RIM 258.00 J II BUILDING A BUILDING B RIM 260.00 I 12" IE IN 254.65 I m I F.F.F. == 263.00 F.F.E. = 260.00 12" IE 254.89 12.6' -- 2.6' 12" IE OUT 254.55 s. j I O Q -ARCHI T L _I t R r,;. 10" IE 254.97 SUMP 250.05 ;S z II BLOCK WAt,, 9" IE 255.06 ai I I x w I � -`-4.0 EXISTING TREE ELEVATION 25650 SURFACE ROOF DRAIN r ROOF DRAIN-� I t A I A - - EXISTING =4 256 BUILDING -ROOF DRAIN ROOF DRAIN i 8" PVC I L=87.00' ! I S=0.0100 - 8" PVC- I L-102.00' 50' S-O.00F p -- IEXTRUDED CURB ISLAND A.C. --- 4 ' ,,--ROOF DRAIN -8" PVC ROOF DRAIN I r.-EXTRUDED CURB L=11.25' - I - S=0.0060 LANDSCAPING ,. - i RIM �6'2.3G � 8" CLEAR PATH BETWEEN-' / I F)REXTRPAROCUPBS TO ALLOW U All KI G LOT DRAINAGE. I A `� IE 258.56 I RIM 258.25 �' RIM 258.75 8" IE OUT 256.27 IE 256.21 - (�_4 J, » » » » POND SECTION A -- A _ POND DETAIL s�II C-4 � y" PVC L gook' ��-acoho � cQ c_, EXTRUDED ( URB ISLAND DETAIL SCALE. HURZ 1"=10' Q RIM 258,3'2 -__-%. RIM 257.ty VERT: 1"=1' / 11 8" IE OUT 256.34 �` 56 5. IL 255.67 A 7 5' DEDICATION }I• _-' `L=21 35' _ -� - -� STEEL-PLATE CATCHBASINS STALL NOT BE LESS THAN 10 - i 5=0.0060 f CONNCCTINC THE STDwI DRAIN LINES r CALICE WITH VkLDED SEAMS Wlnl SLEEVES ATTACHED FOR I - ., 4 • • •• I • • 4 • • • • • • 4 • , • • t • 4CAICHBASINS NAGE Or CAST NON SHALL HAVE A WALL 4 • • • • O • • • 4 • « • • • / FORCONSS OF N THE STORM DRAIN LINES SLEEKS ATTACHED r A _111 L� STCEL CAICHBASINS SNA L BE ASPHALT COATED INSIDE 6 OUT �\ !( 1 CONCRETE CATCHBASWS 94ALI HAVE A WALL THiCxNESS OF 4' / k BE REINFORCED MI1H /I BMS • 6' O.0 CATCMASINS ARE To BE I•GLrABRIC4 TED OR POLIRED IN PLACE r CRAFT 10 BE 'MLDED STTIEL MOP IN CAnATT (ASTM A36). v ) END BAAS 1/2'.2', CROSS BARS ,/]'.:' 0 2' O.C.: BIKE iSTRAPS I/6.1-: 16.000 III> UNIFORM LOAD CAPACITY. E na+ EEna+uofN SEP S . W. 68TH AVENUE INVERT OUT INVERT OUT SEE PLAN rOR SEE PLAN FOR WE 6 ELLVAn001 , „• 72E 6 ELEVATION 16'.24'.4' TRAP - -- -- - - -- -- - - - -_ or CAICHBAS., - - -- - - -- - - ,nELDEU 10 SDC 1� CONCRETE BASIN STEEL BASIN 4" ABS SCREW IN CLEANOUT ••• 24" x 4" PRIVATE CATCHBA2N DETAIL "•' NLS • ••c 1/2" ORIFICE TREATMENT SURFACE ELEVATION 256.50 I.E. 253.00 • c ' ' 4" ABS Storm Drains: W e , 1. Twelve inch storm drain pipe shall be PVC conforming to ASTM 303RD, or • I� Lb W approved equal. .. Cn 2. Catchbasins may be prefabricated catchbasins or poured in place. dI V : " C3 POND BOTTOM ELEV. 253.00 • ' catchbasins are to have trap and siphon type outlets, except catchbasin in Z li it . I Scoffins Street W co oI I 1 3. Granular backfill is to compacted to 95% maximum dry demity per O m LO 1/2 CU.YD. \ AASHTO T 99 test method and native material shall be compacted to 85% of 3/4" DRAIN ROCK , ' I.E. OUT 252.75 in place density of surrounding soil. J 2' WEEPHOLE . All materials, installation, tests and inspections to be made in strict a EO.. aD 218„ 'Ir• 4accordance with City of Tigard specifications. 1� 7 V1� Eiuntaga Business Park 97_00I8 I-/-99 � I- A . O r. ' - PROr ui • � � ANG IN��.�J'r DATE 01/15/99 0 ' SCALE 3-0" -�I L,.r y N 0f E D W.O. OVERFLOW STRUCTURE A-1 � 1 jU�.� DRAWN GAM c3 W.O. OUTLET STRUCTURE A-2 R� ON�Ob of 81 1 99-00005 Lo,, 1 JOB 97-03R 12600 SW 68111 �If 1. SHEET ;'G 15 of 20 �-�-_� w WATER QUALITY OUTLET STRUCTURE A- 1 AS C- A �'� C2 OF SHEETS CL i II' this nolicc appea rs (!carer 111.111 (Ile JUN 0 2 2000 docnnacnl, IIIc docilmcut is of, rllarl;inal alualil�• I111L'1'011illll'l1 'R I�I �I�IIII I ' Ijljillil1ljl i Ijljl� l�lil� i ! Ijll! jllllltjllil I I ; Iltll ' jll ! tI I . I1 I : I II i 1i i 1 i I i I i iill 11 I ISI �� C j�tl 1 � I I ';l !iljlj : ;I�Iji,; . l! jil :lll,lij! i iji ,iji � l� ; l ( ljl,Ilill ,i ! 11I I jljilljlj!Ii ! , I { 1jllllijl. INCN MADE IN (NINA L- `� « e -T - _- ;� I � I. I I 1 L I. 11 it -�� T � � � _ ±� �1 LI tT- _ff I Ifll I! jlllltl!!I I I ( III Iiill !ill{ '1 ,Ili lilt„it III ill 11 1111 i Iii ,ilii! I.,,i Iti' u i ' i '1 11 1111111 li nI I 1;•T.t• I,t 11 n 1,1 n n nl,l 1 nlI , u1I!I1 n n ,n1 n ,,, n , t n , Illlllllfillltlllll) ,ll II , j I,I,I „jl • . !!I. ,,,,I1,l.,.,li,,,..•„III. .Ililill...ji!l.,I!„,.lI.II.••!!!li..,..,lll.. .Illi!,,.Ill,,.Itll.lluilll,!!..lII,.,,,,.IU„ •,.jlll,ttlt.jl„tIl,Tiji•;t I,I„ „,II,11j,,, ..Il,II:,,,I,III,,: ,11lj11111tI11,t,t►II1„j, Illt1tl11,ttlt, , .:.•. ,. .....S a:.. ::. "+,:' •'k.:u..n5 a •.. '1' q,;ai ! +..:«,,.,.., s,rM).. A,. ...:Y x.Y.. -�r < a;iYxt ,_,. �_.,.. .. • ! -. ,. ..,. .,,, .t. ..kAvn�U•��S.a_ -' . -..:,v: i.-.x- ,..tit..l._..d.A.j:AS. h sromx' �. .:•: nt �'':1.bNAr.i<'. .f,N 4rr3..',...m'Y: Sl.!,..:,}'. ,... ',.,. �Y ;I I� IIR�'VI8ID� ! HY GRAPHIC SCALE I rI' i r I I li 20 p 10 20 60 00 EASED 0TY VIEW 02/23/99 CP J) IN ffM -40i*21AC 11 C AC1 inch = 20 ft. 2 5 70 4�! ?6.5.7020.0 // i /� I J- 2b 28640 5.2 i ,. _.. �. __ ..� -- Ah`� - AL w -+ "6�- r_/S _� -� __ -1 ATTENTION: Oregon law requires you to follow the rules EX. EDGE OF PAVEMENT / adopted by the Oregon Utility Notification Center. 'jib f,R262-95 262 04 61 t8 01.12 D.7S w 259 57 - 259.01 258.02 258.54 258 06 257. 57 34 l- 26.34 ►, Ex-AC Ex'' �X-Ac ' (-AC �-AC Ex AG rEx_Ac =� "ex-AC "EX-Ac "Ex-A ex-�C~ EX-Ac __- Those rules are set forth in OAR-952- 001 -0010 through M.. Lh A� Z6 26J.75 163 2S/ 2 50 Z ,75 8.35 258. -- - _ (C 26,94' c A _ _ OAR-952--001 --0090. You Ina obtain copies of the _ y 66W� � ,_ I 253.6 --''f' -�' ,.: ` 58A 2582 257�r_ rules by calling the center. (Note: the number for the Ac AC :263 26,. t� AC 256-- I Oregon Utility Notification Center is (503) 232-- 1987). Q BIO- BAGS- 62.50 62.25 51.40 25100 - - -255- (Tyr t Al 1 AC AC 261.2 5 ( C 265. 284 I ( 1 ` 202. - - __ 0.75 060 I 259. 253.50 �_I I i 25 I '�V 261. 1 I 111 -.- - -- - r 265 50 264 '64.50 AC C 1 Z60.00 I I r�� CT ----------- Cf V - - ---------- �----------- - --- ---- ---- Illi I , Erosion Control: 62.A -__ ti(O 260. I 11 26c / -- - 7BA -- Summary: Seeding/Mulching: z AC A 2 ( - - i. All areas disturbed during construction to be graded to drain and compacted (� Q 262.00 260. - - s ,�� ! / !. The intent of the requirement is to prevent siltation from reaching storm o , - �• ) '2s� �, drain systems and drainage ways. to a minimum of 9U:o of AASHTO T-99 immediately after installation of j utilities or grading. �� - -- - -- - j --- - E310-BAGS I The minimum measures need to be made on all projects. ,T � � d C /L IC-BAGS r1 TYPICAL) a) A gravel pad, at least 5e feet long, is required where vehicles will leave Recummended Seed Mixture: 801/o ELKA Dwarf Perennial Ryebrass an r _____�_ (" EXISTING �� Creeping Y 6 • PP TYPi�AL / _ � /� � the construction site. 2U°ib Cree in� Red Fescue, b weight. Application Rate shall be 100 pounds I 20001BUILDING minimum per acre. ' 2�i 9 � 259.25 257 ( � / � b) A sediment barrier is to be constructed of straw bales or a sediment fence ---- - A� ) 258.95 25e A 1 / / where noted in the details or where sediment will cross outside the work 3. Fertilizer shall be 12-16-8 with 501 of the nitrogen derived from UREA 11 Ac Ac - FORMALDEHYDE, and applied at a rate of 400 pounds per acre. / ��p.is z I ' / � area. 4. Seed and mulch at a rate of 2000 lbs/Ac with heavv bonding agent or netting QQ LQ c) Where excavated material is placed on hard surfaces (such as streets) � l�J / ARCHITECTURAL material must be broomed or scraped clean as soon as possible. fordh dr mol h rich shall be a wood cellulose fiber or o4isrr material suitable (� y g \ _ BLOCK WALL d i Riprap exits from all culverts and storm drain pipes draining into the J -- 5. Temporary or Permanent Hydroseeding or acceptable seeding and mulching m /� ----- - - I ditches or swales. Riprap is to be Class 50 riprap or larger or as notedmust Q Q ARCHITECTURAL - -___ _�- ; I elsewhere in the plans. which willlrbeiexpo eded d for 66 daynever s or morrever cannot be established on sites ` - -- I v disturbed areas as soon as is possible and practical but no �1 BI_ocK WALL � � � ---- - I � e) Reseed or cover P P later than the completion of construction on the other phases of work. .` 25e.50 258.25 _ J I ARCHITECTURAL p Sediment Fence: Q \ 262.27 2 fl 50 _-A BLOCK WALL Erosion watrol measures such as h�iy bales and silt fences must remain in AC 26 .40 59. C Q i- 26 Ac _ 2 925 , 7 - --" place anti] seeded areas show growth substantial to prevent erosion. 1. The filter fabric shall be purchased in a continuous roll cut to the length of Q \ - 252.715 21C9.77 i -- I the barrier to avoid use of joints. When joints are necessary, filter cloth shall General: be spliced together only at a support post; with a minimum 6 inch overlap, O _ _ _J 1. Approval of this erosion control (ESC) plan does not constitute an approval and both ends securely fastened to the post. ��////� 2Aa� 4g N PP '. the filter fabric fence shall be installed to follow the contours, where BUILDING A BUILDING 1 _ of permanent road or drainage design (e.g. size and location of roads, pipes, I ---- r- - - --' -- -' -- feasibl,. Then fence posts shall be spaced a maximum of six feet apart. and F.F.E. 263.00 I F.F.E. 260.00 r / // / T__ restrictors, channels, retention facilities, utilities, etc.). / / � iriven securely inLo the ground a minimum of 18 inches. to , ✓ �,� / � 1 2 The implementation of these ESC plans and the constriction, maintenance, 262.77 - 259.77 I / / / r / , / / 3. A trench shall be excavated, roughly b inches wide by 6 inches deep, r- Ac AC / / replacement, and upgrading of these ESC facilities is the responsibility of z62.z26 40 259.27 / the applicant/contractor until all construction is completed and approved, and upslope and adjacent to the wood post to allow the filter fabric to be buried. AC Ac s9 I /� EXISTfNG vegetation of landscaping is established. Bury the bottom of the fabric 6" vertically below finished grade. All areas of sw / BUILDING / ' filter fabric trench shall be compacted. 3. The ESC facilities on this plan must be constructed in conjunction with all clearing and grading activities, and in such a manner as to ensure that 4• The filter fabric shall be installed with stitched loops over fence posts. The F./ � ( ✓ / / g fence post shall be constructed of 2" x 2 fir, pine, or steel. The fence post / / / / sediment laden water does :1,11 enter the drainage system or violate must be a minimum of 48" long. The filter fabric shall not be stapled or ! applicable water standards. p attached to existing trees. 4. The ESC facilities shown on *.his lar are the minimum requirements for 59.25 antici ated site conditions. During the construction period, these ESC 5• Sediment fences shall be removed when they have sr:rved their useful 0 .Aod C: AC P purpose, brit not before the upslope area has been permanently stabilized. ! - i I facilities shall be upgraded as needed for unexpected storm events and to 1 I 26zsw ensure that sediment laden water does nut leave the site. 6. Sediment fences shall be inspected by applicant/conL•actor immediately after sw, /� each rad ill, and at !east daily during prolonged rainfall. Any required i j j I / / 5. The ESC facilities shall be inspected daily by the applicanUcor_;ractor and maintained as necessaryto ensure their continued functioning. repairs shall be made im,nediately. Enmon Control 61.4,95 •�- -� / �j BIO-BAGS, �j GRAVEL CONST. (TYPICAL) 1 6. The ESC facilities on inactive sites shall be inspected and maintained a � o / jENTRANC #0 , minimum of once a month, or within 24 hours following a storm event. 7. At no time shall more than one foot of sediment be allowed to accumulate -�-J 260.75 ' 258.40 /� z 5 NQT; within a trapped catch basin. All catch basins and conveyance lines shall be L- 25s.5s/// 25& AC 259.00 I SEDIMENT FENCE TO BE PLACED ALONG PROPERTY cleaned prior to paving. The cleaning operation shall not flush sediment r 2.76 / % ,ew' 2°0sw A� �/� Sw -` c___259_ LINE ON ALL SIDES EXCLUDING THE N(:RTH SIDE. laden water into the downstream s�rstem. 262 - 8. Stabilized construction entrances shall be installed at the beginning of 1 .`_ �' / 258 _ - v 1619 AC / �- /G- construction and maintained for the duration of the project. Additional measures may be required to ensure that all paved areas are kept clean for the (ll 262 ` 262.17 51.56 260.38 2 59.20 �9 / 258 22 257.67 257 19 �xT7 256 255.64 - -- sw w duration of the project. �- S a SW 4 'sw 7e ESTIMATED NTITIE MAY DE usEu sloaT T�1 / f ft TED EARTHWORK 0UA S /-V1 UTILITY vans AND w O 0 Zp1.57 96 260. -' ~159.71 5E.92 156.6 x.41 25797 57.62 267.07 59 35aat a a 55.W 7 nrStNG Or DEVEL�HT / a 0. a a GL GL a a a GL a OL GL �� (EG TO SUBGRADE) Erosion Control: V) PROTECT INLET 1. A sediment fence barrier must be constructed at the points where sediment a rn WITH WIRE MESH CUT 1,390 cu.yds. n O Q BARRIER. SEE y will cross outside uhe construction area. The sediment barrier shall be a BIO-BAGS DETAIL 3-7C. (TYPICAL) FILL 1,650 cu.yds. sediment fence. N11r ,mum locations of sediment barrier are noted on the. Erosion Control Plans. NET 260 cu.yds. (FILL) If more than one foot of sediment builds up behind the sediment barriers, the LJ A �V I� U E contractor will be required to clean out the sediment and keep the barrier in - S. W. 6 good repair. CATCH BASIN AREA DRAIN 3. If dirt mounds or piles are created, sediment barriers shall be placed around NTS NT: j the mounds or piles. 4. Areas of site to be landscaped must be seeded or covered with some ground . � � � � _ � _.. _ _ _ . .� + . � � _ � � r � � � _ � _ � � � . .r.� +� protection cover priori's removal of the erosion control measures. Seeded areas must have as a minimum, seed and mulch at 2000 lbs/ac with bonding A A agent. FLOW 5. The implementation of these erosion/sedimentation control (ESC) plans and the construction, maintenance, replacement and upgrading of these ESC -_ facilities, is the responsibility of the applicant/contractor until all construction Z is completed and approved, and permanent vegetation is established. PLAN - - - 6 The ESC facilities shown on this plan must be constructed prior to all clearing ul1 FILTER FABRIC MATERIAL FILTER 7-USE STITCHED LOOPS and grading activities, and in such a manner as to insure that sediment does Z 36' VIDE ROLLS FABRIC OVER 2'x 2' POSTS not enter the drainage system or violate applicable water standards. ., FLOv CQ n MATERIAL 7. The ESC facilities shown on this plan are the minimum requirements for - - �i T� - anticipated site conditions. During the construction period, these ESC10 . / � facilities shall be upgraded as needed for unexpected storm events. or as x Q, ti ti directed by the inspector, to insure that sediment does not leave the site. - _. z 5 n SECTION A-A # 8. The ESC facilities shall be inspected Lfaily by the applicant/contractor and 11 1 f~ /� eww or,�,YV>N maintained as necessary to insure their continued functioning. C g DITCW INLET o d' "'°"VA •;';,: •,.. z - 6'MnxiMUM SPACING �' 9. Stabilized construction entrances shall be installed at the beginning of Vmn(toston , - "' construction and maintained for the duration the project. Additional measures Blofnter Bags N v File wn ls'" a`""""°'°"""'r ° L ° may be required to insure that all paved areas are kept clean for the duration of TECHNICS _ uUIDANCE HANDBOOK Temporary Ntt�OR a,oWMet � x FRONT VIEW SIDE VIEW Y q a at�M>r rssaca� - _ D(rtnA D►'awtnp 3-7D aM �IntflA r llotwo WTI NTI the: project. ... ...n...rm.OWN M umvm�.o war 14U_ rim QJ ----� .-. DIM 10. All projects with exposed ground surfaces anticipated between October 1 and .w lel na ami rway M WK0 K� April 30 must apply seeding/mulclung or other type of cover, immediately Ul -ANGLE BOTH ENDS OF FILTER FABRIC after ground surfaces are exposed from grading/clearing operations. FENCE TO ASSURE SOIL iS TRAPPED - NOTES, g�,�F,a,�, 6 14.43 S� •ANG IN �, �r0 01/115/99 L BURY BOTTOM IT FILTER FABRIC 6• U 12,8 Z SCALE r+ VENrICAuY BE(DV FINISHED GRADE, (v ' p NOTED t rx r i1R, ►TME 011 STEEL LLh�� c.L� DRAWN GAM INTERLOCKED iE110E IbSTt t ti I V{2-. ry f1 3. STITCHED LOPS TO BE INSTALLED a) AND ATTACH -- (°b � '� 97-03B M 2'x 2' POSTS DUVMMILL SIDE OF SLdi OR / _ T p 4 COMPACT ALL AREAS � FILTER FAIRIC 14 ,� -- Grayst A Wee Mesh -- --- - I O(- VIEW TMS( ' SJ O TE(:1M11CAL CIJIDA►JCE NANDHOUK Il+at MrrNer Grevot Construction Nes NQS J S` T cy. TECHNICAL GUIDANCE HANDBOOK Enfranca i„ SIT 99-00(1115 --- Daus Doeve _3-7c - H-- 1 I I �li'�Ifl-Bli(i Wawa" '-- .0 nr a w mum mb� ww r D.MII Dra�,w .� 12600 S W 68 C3 t PCi 16(if 20 L OF 5 SFEE'TS +� Ir 111is 11olice appears ,I(•: ver !!'.:III Ow JUN 0 2 2000 doctin)(•nl, 111E dot11111CIII is ol• n1:lr4inal (lualil�• I111C1'OIIII111'(I I Ii ijliiitlll F I I I , I Ili ► Ifll i � I I ' i ( j 'I I I I ill , ,f i , I ll i i i 1 • i i l I I lilt !l Y I 1 II • III I, I I i Ill ( I I I I I I ! ' ,Ilii 11 1'll , Ii III j i IIII j i l i I I it I I INCA ��MADE IN CHINA _ L _ v I. T,� 1, ." +! j i IIII jjl IIII II Ililll I„II I lull ..... Ili,l lull I „ {i„ '''Iii 1i!!d .7 1 lil •i I'•I'lillill Il,nll 111111 1 n ,; 'I:' { Illlnl , Ill II„l I ,I , nIlI1�I Iln,1 n,ln n 1 I„ I l . II�lllllllllll„i,lll !„iI li,! .II II,..,I.,II,• ..,lir,,, II,I. ,III.,r...Jll,•.,,Ilfll•. .I,I,.I!„•,llln, .�IIl11lr Lill. .fllllll.ill,••IlIII. I' REVIS Ns sY GRAPHIC SCALE OF r .•-,.•.� r .r r � r � � �..� �..•w• •w.w...r ..... ...� � �...�....� .r.r r r r �..�..r �.r r.....r.'..1. .� ,. r..� � .. .... . y- 20 p 10 20 4080 -- �/ _ �� - — o I ( IN F'EE'T ) 1 inch = 20 ft. W ----- ._ I N j 254 AT(ENTION: Oregon law requires you to follow the rules 253 adopted by the Oregon Utility Notification Center. T ___._._.�.__ _-�_._� N ` _� __- _ C I Those rules are set forth in OAR--952-001 --0010 through --- - -- ( OAR-952-001 --0090. You may obtain copies of the (� STA: 1+21.72 I I rules by calling the center. (Note: the number for the j - - - !'Oregon Utility Notification Center is (503) 232--1987 '� Q ` W EXISTING � C II _ \ -- ' BUILDING j"^ O -STA: 0+9p.00 \ / ARCHITECTURAL-",,, RCHITECT A I I Z \ \ ---- — - BLOCK WALL I I `� ARCHITECTURAL ARCHITECTURAL \ -- ---- --- - i BLOCK WALL CL 3LOCK WALL _ (SEE SOUTH I SEE NORTH \\ I _ / _ -----~` �� WALL PROFILE) WALL PROFILE) \ I _� - - - \ `J J I . , � /-STA: 1+45.00 ( On q 'B' `STA: 1+92.75 STA: 1+13.01 BUILDING A BUILDING B F.F.E. = 263.00 (�.I F.F.E. = 260.00 I ///�/� �� i�/ / ��%Tj� Z STA: 2+00.00—' ►� �/ / // / Q (z) Qt� EXISTING / — BUILDING a + - - / o 01 —� A I A I I Q 10.00' / I I PROPOSED-,,, PROPERTY _ I BUILDING 4-1 LINE X2.1 259---•--f�� (� —._ -_ _. 262- - 6 2 _ ._ _. _ .._ ._ 3,. _ ._. _.258-_N- -/ L. _ ._-b��AZT6f7� EX. CPOUND f - e + • • , Z56 SECTION A- A -- 0 10 4 NTS S . W. 68TH AVENJE 0 m 0 0 ` 268 -- _ ______.-__ _, o r o J W Q�..___."____._._.�._ 1 to to 0 J � 3N N3N -J� C) a o 0 U +O Y In d (-, 0 0 0 3N 3 V J 1111 4. > > J Ji m o aw II �4q.. � '�q +4 II v3N �� 3t�v u� 3cnv 0 IQ? + 3,v 00 > N�w EG 0 WALL (n I- O QQ Q W> vl ole a 8 v wo o31j 00 � O� raOJ + � 0 +� II + U- II 0 Jr ••) qql>.� "'1 u,►-4 > tOD3N J0N0 p7 _. __, 0260 O < 1p tl� M aOJ QQO. w + � II NQkn w Qa. w Q _j 0 3 N 0 VV) w r" ~ F- W O 0 ; V)+= w 1V) I 0 N Q� + Y < 0_w r 4 W +, 03N O1� > �Ow b N "j �$ w N� 11 I oa II ` r ^ > h _ a 0 a ��1� - 0LE1/ 85 � ;r �`� � �o > w T 0 8 a cn�- -�. tr" I r " I 264N -- V -o -264.54. ALIS= - i3Nr_ 1 "',ST 2+ T 1+4b TOP OF W < ELEN 265.00 1- + M' OP OF WALL TOP OF WAil +10 E 381.00 r. �_. w .. r.. �- , - ' r F 6dTrtOM - TOP O WALL. ELEV ¢ .r2581W r �•£LEV ��- in w ELEV 264.5 `�{f) f / \ y' F T F y A 1+F114 r. WAS 90 �. G Q OP 0 WALL { -I r _ M 0 � '� i , < STA 0�+1 r OTTOM OF BLOCK WALL E TA 4 BOTTOM W ~~ r V r' - �0 F WA L � ELEv = 262.50 ----- --- --------- - - -- _-._ � , _.. . __._ __.._ _____.__ a _ __ • � 6 256 .— t 3 - ". - N SIA 1100 Q+ -' CL I o `� ;COO J '� � .. OTTOMWALL— 30 v �p -- c+V Q �� - / : ?55_'iC1f V )5 �O 1� ►X. Q� I > Cr O N !9 J J 3; 1!'I O W N Q ( a0OJ ± 0 II 0C; 3g QO 061'"11 O 11 Ln 260 - -- _ _.. _..__.._ . .. I -. - __ __ --_ _ - --_ --- - - _. ___ - - <Ow ± � o p� a > In I Inmw Sk 0 I.. N N V1mw Ln 1- O `i ± j II 0 M � O� .a . cnmw � > � > Ul J ti I �m� 0mw NG I NSE, `rkr �� 01/15/9 9 Ld �12,82� i �E NOTED I I Q, X56 00 � - , NORTH W , �:,,, _ D"WW N 0 ALLYVALL UTA GAM I ❑RE,C�(]N .DI Cr SCALE IVERT. 11' 2'0 SCALE: HORZ. 1" 20' i J��Ob 97-038 VERT. 1 2 1 J' S`SJ� �S 0+00 1+00 7+00 1+00 1�00 / 'r W C4 CL - 5 SHEETS w 12600 SW 08TI I Pci 17 1,f"fin 11' this 11I►ficc al►ncars cle;lr1rl• 1111,111 IIIv JIJN g Z 2G00 + docimicnt, the I octivient is of, 111m.t 111:11 1111:I1i1�. Illll'rol I11' cd III ! I I I I I i i I I I I I III ! III ! IIII II ; I II Illi '!' ! i 1► I ! ji; jlj ( ij i iii i 1111: ; I Ijl 1 llj I , . I ' !IIIII !III li ! ' II 'I �IIII � I � 1I� fi11�1 INCH I MADE IN CNINA = I ' , 1 CT t 3 ._� 1 I.. 11 13 � I III I} IIII, III 11(11 fill Ilil li 111 I' ''I !' 1. I 1.. I ' I. i, .! 1 1, - 1...,1 { I ! I i 611111) 11111,11 1{I. !{1111111 ,1,111lI�IIJ• IIljl., ..lII� IIl1l.; I !,.!...!! ll!ijlillll!!!n!i+II,!! I!I!IIIii.!!!i� ;11.111!"'?ijlll!I!llll{}t '.'11111! I!!!jl!IILl11�111!}I!! jl!!!Inlll I' ((I 1 1 11111 11111111111111!111111111111,!1111 111111111 111111 1 11!!11;11 1.!11,1 �J, .111 .1 .. 1 illi!{I lull II11:1111! 1 In„i 11 IIII 1 1. ..1111111 1111 11111 11�'l li I111� r-- REVISIONS BY <NIOFFIZUNTAI•> V'ILIJ>IC THRUST IB' MIN. ro TuALAYr TINA",YRp To LU,_ o'L.M., Ilws,I.m )K CAST ALUMINUM TOP S z♦'MAX, SIDEWALK ADJACENT TO CURB _- -- -_ �s •� y �Iral�r BEAF,1Nu AREA Of THRUST BLACKS IN S0. FT. 1N CU YDS. (VERTICAL) CL,/1SS •� � rpK,Ar.pD.tD NATIVE: AAATUfv%L \\ IIAaIRw OI AAL[ COTERIAL NATIVE 4[,••Alp n•rD 1 AN[) COVER WITH 'WATER' ITTIAY' tEE I 40' BEND � "Pk)LE CAL:[ RI1LR WTEHL1l. AS t -------- r.)-ri- - �•' 43' - ILUNQL caRLPrL,U..,uA ------------'-- CAST IN TOP SURFACE - SiZE I BEND BEND ➢END Ct11a' ETC SPECIFIED I 4S' 22.5' I3.2S' �� vas r.L.•I -� 22 1/2' 11 l/4' T12C -_ PAVEMENT ', �-SIW•ALA � I -----------1 4 1.1 1 0.4 ! 0.2 , 4 1 3 16 1.D LD 1D ltl' MIN I --3' MIN.BREAK FLANGE - 6• 14Ax. c•pw 1 HANG TAMP BACKFILL 6 2.8 4.0 2.2� 1.1 1.0 6 2.7 1.0 04 ----- 1- / - _ - - AROUND TOP SECTION - B 3.0 7.1 3.6� 2A 1.0 8 4.0 ! 1.5 0.6 -te r��,_._- i 1 ;_'...':• !2 11.3 16.0 B.7 4.4 2 2 12 6.3 3.2 11.3 ` -t 0' MIN _ .r r a U IN R a t IwAo c."ww (� 1• J't ■M rA0•FJa�OMAN[.CAL•AwBD _�, _ _ 1 12' MAX -16 20.1 28.4 154 7.0 3.9 16 14.6 1 3.6 2.3 ` caR.ua a x. w. ,� y _� ✓�NNNIRT wAroRw 1 _y --�-1' I 1 -DRAIN AIXK %]CII(T v�t --�- ♦ CLL FT MIN Y4•,P GAplr Nam To am 0 I DIPAR11,1L.,ca.40- 20 31.1 �- 4�a � 24.0 I 12.3 I 6.2 �� IN 1 1� , 1 I K CAST ALUMINUM --►- 2� X5.2 6a.0 ---�3a-6� 17,7 89 �f ODE fr p.puu„c a urlAcrLDc. rm r.Aru y j BOTTOM SECTION - I A DUCTILE IRON PIPE VALUES MEED W RR/KI WATER ! C ' r WRIT rrr au,l■AAW.ADOE4 r- - �� l J -...... DW.P•IrMD.ADaI■ •-- I� 1 PKEEtR[ w MRI PfY SILL BEARING �- I A• IfRrYo,I a,uruT.v.AAI _-___------ �. -A •-_-__--___ CAPACITY - --. I -- 7 E r -rMMW EDGES ro PUN DIRTp)B ' 1 _ _ _ - PUN OPERATOR EXTENSION \ A' KGALUG RETAINER--'� / PMRIEEMF� I ROAR PAVILME1rt (SEE DETAIL No 5) GLAND EEIAA 1801.1 �__ 1(L, , ... ,L lAla a 6' GATE VAI VC•-f ' _ 7ropr opA., ------- - Ir 1 a c u R a E w.o uA.r WN 4[`,•441`lu••lY.... \'-C�'1CRETC PIER A uwAt •a l'r• 1 ru�_r,-T,-----_ -_ - _ - _ _..___ rp.rAalG lm;A..rC GP v.wYD FLC c Ml I/ tl-'-- I rArM K 4ArlA44" BLOCK -r-- _1 I 1 - I •altf s.a I.waAoIAr 1' '• / MJ . S' FL4 TCC '' j � � Ir � t. \ ' - C--+ 1 f■oN Hoop IR rr90 I coal Is IN LA I" SEC NOTE' No. I i C04APACTEO GRAHuI AN „ -- a HRA NAapK a P■I.p,t aPAW �., I --- ---- ------- II \L,• -D THRUST BLOCK- BACKFILL AS SPECIFIED A _�__ _tr. :`r• u IT n nla+auao sr ^ A u ` ` '-..-.-.w•Aa 1 r�-- �., I u -r ru w.0 n.ii ( r1 ,.\J LL Li SIDEWALK WITH PLANTER U •� II it II BEND T VERTICAL BEND 1 =+ �•""" --� 1 •�K n „ -•w�•�.•rA•••4 STRIP AT CURB E.. L� , II�I `.AM FITTING ROD MBEDMEN I • p r1� r1 / 1 1 M yy 44J■PIOI yALy �, SIZE SIZE F 0 p p n 30' NCITE�. Rx 11DEVALK -3' NN RRLM F,AhkA -._._ un•c,OP rcr), 7C1E1r I I G -. cow"k It III- %1 1 a, K. MYr pl GRAM,a 1A' N7AA w v � 14'-16' I Rd 3b' i� '\ '!• -_ I «q��_ 1) VALVE BOX NOT TO REST \ �� 14_1LJ vim+ vw Awn rLlrlxr.L a ')�r' N i l l wrr.cl asn■cr rDp Cl) "'•�E •.a` j a i � I m F �alCwagAt ON OPERATING ASSEMBLY NOTES, ^aA�t Irl ti..' MASS •E 2) OPERATOR EXTENSION 1 IO' COMPACTED GRANULAR ` •__-_ �tA I ID DrnwON RLQUIRED WHEN VALVE NUT ,:� 1) CONCRETE BLOCKING TO BE POURED AGAINST ) - BACKFILL AS `FECIFIED ELEVATION �V90FINJrlW{ 1111D1STLIRBCO CMTS �--♦ FT (RCF)-•• -• FOR THE TOP 12 INFCHF.S r �� •/ S DEEPER THAN ] FEET *MANUFACTURED BY: FIRE LINE DOUBLE CHECK DETECTOR FROM FINISHED GRADE 21 ALL CONCIEIC TO K CLASS 7000 NOTES: METER BOX EQUIPMENT 3) CENTER VALVE BOk ON ]1 INSIKL 1I MIL T%[C THICKNESS DS r0 PRE SMELT A'•" L UTILITY VAULT OR •EQUAL AXIS Of OPER. NUT VALVE BOX COVER No vec. STRADDLE BLOCK. AROUND FITTING SECCJRi SHEET (NDS TO PROVOST BILCO DOOR 1 AL, MATERIALS SMA_L BL AS NAMED IWILTRATION (IF DIRT KTVELN SHEET AND PIPE -�p SIZE bNTH F D C VATHOUT F D C OR •EQUAL OR EQUAL SAIBWT ALTERNATES FOR VALVE BOX TOP NO VETT 18' SEE DETAIL NO 200 FITTING PRIM TO P"IM6 TrRUSI BLf7GCING NOTES, ' ELEVATION C�1 ♦) PROVIDE 24' SQUARE BY 4' THICK O ♦ APPROVAL �+ VALVE BOX BOTTOM NO VBB I FOR CD+dCTION t0 EXISTING MAINS USE TAPPING SLEEVE 676-WA 677-WA J-SAL =a4a•pw am w%,m w CONCRETE PAD AROUND VALVE ♦� PROTCCT MCCHANIICK A1NT FOLLOWERS AND BATS - �'p ~RM• olloul V g, 6 51 681-WA 676-WA D-3 ) Nola,F R a o"M ■w w. s FROM CEBrCRETC WITH TENrOAAr roeRE AND 41711 SIZE ON SIZE USE A NL,J, IAIPIN(, 1LL'CV[ 3 1�• BOX 'TSIOE OF PAVED AREAS --T !! 5106-LA 687-WA JD-JAl a-, ru■aw'u°E IHOU ar• N>a rCtr[ft SHEETING SCl- NOT[ No 7 2 NO I]1STRCLTIEBK viTNIM 2 FT. D' "IRC HYDRANT 4NArA r auoN.af.sAwl 10 5106-LA 5106-LA JD-}AL ■■AROnT OR odlov ID[Awr S) 'LIME BOX COVER SHALL G A 04"ecr INaml APP■o.0 Ev,AL jMINIMUM OF ♦ 1/2' w LENGTH ! -- - -- - DETAIL No SUMP PUvIP INSTALLATION DETAIL No. DETAIL Nc. �Distnd �A ��TEAL�VE �=DITAj � THRUST BLOCKING DETAIL "° (FIRE HYDRANT�� TRENCH BACKFILL DETAu No l I�r- �OUBLE CHECK - WEYaUy>raSTualatiaYaDa7�aterthrlrtctDETAILS �C� 7STANDARD INSTALLATION 101 i7alatirlYalla llattrDiEltrtct ABOVE THE PIPE ZONE IO J 1 TualatlnVal!ev�aEerUtstncl DETECTOR ASSEMBLY BF 200 TualaUaValleY�aterDietricl , ALTERNATIVE 1 M210 �`� J Qr r Q p T--T-= 40 1: r �j MAA�C.E STEPS MUST K TION' ANC F:AML. »--„----_--- ! • ;✓ •1, LMKLOEr. THE' "UST A O SERVICE LArEMA. PIPE I A I ALSO MSE' TME ASTM 1 `:-•�' m L.- rEir POR VIrNBrArA01 AIG PtAL!NO pUT, y1 1 T ----------- I � ��! � O O O , SIZE As rAcuFltO �- - ISLE• - - - -! D. I - =i 1 O O 1 I Lv.4 URNrNT ,OVA UrL,D A / •+,�-_ ,^ ,(�\ N .■'•■ow 4t for tvrAar ! -_.e`- O O j O V I O rrAr 1 Ir r•G a 4•f MOUND C."aA1r --nom// ' � I ' • Q O v 7 , R14 rA■I■f.AfID 04A1 II \ --_- V , I 1 M -` ,� I • . L••- PLANT FABRICATED 1[E F1111w, /■\ Ek ---- O O (' a{SL�TAPIf" ON CNISII GL STDRN I pA:wF .r1A0� lOF AN MUST Ip KADI . ' •NG Nfv 510Rn LANGER CHAS 14•, AGAINST PLUG iC 1 1 II IA(f v FA1A1 COAT]o1Ur,o J I,IOIrL O I AGAINST PLUG m'y..`.a v':..�'::: PLAN I!�,----- _ ,A ___--___._ • • :, I L J I II f f1•� ' T \ j BLOWIyf ♦ SECURE v LACE YI1M TRENCH BACKFILL. PLAN , PLAN 2fL ,N P - - - 'ill.- I ° I STONY, MAIN n---------------- 1-_- - A. ..e 1 COPOLYMER POLYPROPYLENE PLASTIC STORM T vAt B[ PAINTED WHITE �J .r r■D a p A f ppuo CPA INN ww MtANll s' MON a. w - - OA , E /'-10P OF 7AA TC Fj MIN rAs■ul0 OMAX OftVAU D u■s11K�C pa a."'.aA �/ AA i r I, -- MRP r�PAtw/RMt fol or .DDa 1'� � ,;2. 3RAGE W RE:NF0QCEMEN' jhc Cl; SL r �- ^5 qC ■TCNL A' LEAST 12• .Bl7vf SURFACE LI _ ,r 11 11 c,1 .ADO[1 AE'0vA9LE WATERTIGHTl; _ I t II II ]- C. I w n - c- :TIC OR DUCTILE !AOS II _ - II 11 ,7pA110M WL•Al►N -- ,4 - r. PLASTIC SAF 1. i FOR r~ 7• a < S• PIPE • 0.010. FDP I `\ I' _i+..__ ;+-fes >'J•..Er I C STEP "• z MINIMUM SLOPE FOR j 1 6LAW o4LCN"'LIS _ our o o"U"N"DR _ • � 4rTAu aw w 4' -♦-SLB' � • S• • PIP{ • 0.020. i '- -- - r - IM SIN41#poa 104 _•rtApaU.NAXII""a' � } OCC u:{ r0 MN WALL V;TN , 2S- ' I ~ SE RVIC[ C' ECT IOC. a MAGNETIC TAPE ISA■RAgL .p naU•n v..A.r ;fA;nLEiS STEEL EANU: -- _-__-- _ _ • '/ GREEN Vi BLACF LETTEPS MARNEGI I' _� ,MLI, .• GALEAL ANG 7" T' d ■DIfOA -- - (_ / IETORM LC VE BURIED KLOII 6EiLFi .6 3-4• 3ALVANIZEC BAR u')WIN� f I SI D!A t0 BE OEPIPnINEO E• % j r' I / A PL UG s S'-Z OF OUTLET RIPE MATERIALS: J° 7• 7- A-•:�' VIAE • 60' OlA MH - 2A'; PIPE MI OlA r0 BE 7Ei GNEC WLVANIZEO: + IF T GID.aAflr A'r,4A aaNa[R �� 46 13/L' CIA.I GALVANIZEO OEFOGHEC REINFORCING BAR I{ •p)• .0 ApOaD flpl �•o.-�wr __. _ _ -._- MAI :UNIP DE P T N S' Iv r.1.ALAI PLO= "T v OF REINFORCING BAR CONFORMING WITH ASTM A-61S GRACE W, CATON SWIN GRAIR I/r IIIA■rtaol SIDE vlEw FRONT VIEW - - ' FINAL On-" M I,. GALVAN 12E0 COhF ORMiNG 4I1N ASTM A-123, � 71' '• • ., �'•.•• �-3 - C PIPE 2CP+E MATERIAL ELEVATION Aotw PLASTIC: Tj •� 1d As <<'E I. mom P0,>a cpaF No W PWII MUST CONFORM WITH ASTM C-A7B. !• NOTES: f`D •� \- SUPPORT TEE WIU. own6m PPM* plw%MCAIUap LUMP VOLUME REG�_IREMENTS $TEE. REINFORCING BAR MINIUM Ir2r GRACE 60. ^� - BEJCING GRAVEL. i NMa/AC71N ONAf 011"011OUT or us 7NYa b as pEalRlarr7 y SUBURBAN TYPE NOT TOFF USE IN TRAFFIC AAEn9 OF COLLECTORS MIN;MUM 2.0• WIDE ELEVATION rotOA NOR I■RUAARt fAr.a arR of orW.A,o SAA..r P.oNc7n■a SECTION A-A � SINGLE FAMILY RESIDES?IAL 3.5 CF/ACRE NIECT;NO RF•Ou;REMENiS OF ASTM A61S ENC APSULA tEO M AAlA/AAI E1RPSOL ST Wa1ATY IAAAr MULTI FANILv RESIDENTIAL 22.0 CF/ACRE nN,O ARTERIAL STREETS. fA.A•ppl9.nax■owl, op Eoyti WITH INJECTION MOLDED COPOLYMER TMER AOL TPROPCLENE 2. COVER AND FRAME SMALL BE GRAY CAST IRON ASTM A-LB CLAYS ROA,BRfyar Cr misbum FORM .:OMMERCIAL INDUSTRIAL 9A.0 CF/ACRE O WITH SERRATED SURFACES. -- .•F Op GALrAN1ZE0 SCEP 3• COVER AND FRAME TO BE MACH(NEO TO A TRUE BEARING AL. ARCCA'1Q. -- DETAIL,NO. ------------ - c. NOTCH LID FOR L I F T l Nrri HOOK. SUMP PUMP INSTALLATION _? DETAIL No. --- U VAULT LADDER SUBURBAN AND STANDARD unified ClaUnyalle �aterDislrict C ALTERNATIVE 2� M22O INSTALLATION DETAIL M200LOP11ING WATER QUALITY unified unified I unified .- Tual BUnValle hater District _ ��® sewerage M A N H 0 L E STEP sewerage UfAQ sewerage SERVICE LATERAL UfA Qagency sewerage 1 9 MANHOLE FRAME AND COVER MANHOLE agancy agency I agency 0. IOn-ST !DRAWING N0. I10-ST LORAVING N0. )20--ST CRAVING N0. 290-ST I ----- •.A av•,w,r Ir..Ir r'•w• ------.--_.„ r. •..A 4wanAA.w w�.In w,w. ----------- rIu a•n, 4 NOTE: 1 3/4• SQUARE 1 CLEANOUT IN$T ALL AT IoM., ARE Q .^ - LIMIIEO TO EASEMEN' A,:CAS = --T -- ----------'- y, OR MAI BE ALLOVEC ON A 3. PVC HUB (ASTM 3034 SDR 3S1 A I j`• _�.� IT A A B a o B TEMPORARY BASIS IN DRIVE INTO CENTER OF RUBBER J _ 1 SLEEVE AFTER SLEEVE IS PLACED • PVC SADDLE (TEE) .;F� ;1R..INL •+c -, RIGHT-OF-WnrS. -- • • :;W f9•NE .N(; �D•'; / / _ _ - - C❑ N0S-srNllh GF'J.;' L T I C C r • C G sNAME AD c•sT IRON IN HOLE. �JJ.J _�- FRAME AVI COIFP ,.i -T:i[-- D C J C D PER CNAuING 2W•S�\ �-WADCANo,RInGAC ANNO_C ,.1 ,.� �- RUBBER GASKET r�11111 iL.�w I irJ❑(� D - aoa SEC71ON 4-A LF -r «. UPPER HAL OF RUBBERLEEVE 0 THE - --.. ••- = -- ----- , �•. �-MI 2 STAINLESS STEEL BAND c9/16" SERIES 3001 ��1_�.T-Y )• ) 1 1 i __ SECURES PP F R T M 4 �. '+Nr CIA:SN WAGE- Z , PVC HUB. i••v Imo ` 7rR' NON-ADrE SIAL ••' 1 I �1.. _ I If_,G'�--� - ME1TdRANC .:''•• WAIN IDo P11E PLUG 1 � I '• W1TM sro►s 71 PLAN PLAN ( -- -- -----L' SECTION B-B NIA A I •:�., RO IO[ 3 -D FOR A 1 COMPLETE RUBBER SLEEVE (ASTM C-443) � MINIMUM OF E' AROLMD INCLUDES A MOLDED SEGMENT THAT HOLDS �\/ OMAN 70' _�� cII ANouT O `C NIN IO• �,, O I - SI ANDARC CAS, iGON �; �" I - IT IN PLACE. .................. Fpr,0 ANC) COICp t - , - •..;M__ - - - E- PER ORAv LNG 16G-6A 'vim ` = NIS r I I SECTION A-A I MA. a ^" ri _ S'.,._ -:R. - S•A;N_' S STr MA%. L B I ( i 6 � \ c5 E. SECTION B-B / 5,•RAP •• rI,AY, I I 1 I Iia' ALLEN HEAD BOLTS r LONG RECESSED . ' . . ,�• j 1. _ S0. E:.oi F. • _ •N. \ t.'r ■ RvC SADO.E S.A. - cE A.c•A+ 3J30 SBR3Wli CELL .LASS OF 12 '4 I i . . a - - - e iN I 7re.2GRAT{ DAN IIc iJ ••t r • RVC CCMPOJNOS SHALL BE ASTM 17 w ' p -B/C ! I' ,i- CONCRETE PIPE OR 1236.-C // R' 2 °• R' -"1 R' 2' 7 rB• s'I�--- "' ! j a' ALL FLAS73MERiC A R c G 5 E S SHALL BE STM F477 z I SE L5 MBB' R A M T , HA A ' SECTION A-A SECTION B-B j _ -� I • SiAi N,.ESi STEEL BANDS S�A.L BE 3G'' SERIES. F 1 I I I v . � . � FULL 9.16" uJGTH BAND, I NOtES: j I I /^- -•T T f 2r �_ ti.. CARBON STEEL. ANr _ ;1' ;_'� ` • a (1;, 5/16 SHO•J-OEREO HEX HEAD, SLOTTED SCREW AND IS CADMIUM PLATED, A DITCH INLE' CONSTRIK TION IN AC:JRCANCE WITH ASTM C-.Fy / � CONCRETE ErKASEC •� I I B' OF 314• COMPACTED BASE MATERIAL �_,r2• . ]AM I I BOT TDM rT VTI 7F� ] t G- . . -u INSERTION MOLE SHALL BE CORE DRILLED. I N S0. [DO[ ILCT BAR COR ALAS IC PIPE OIiCN INLET STRUCTURES FOR PIPE SIZES 2L- OR -AGGER TJ BE PRIOR ALC'a_IT -"' - - NOTE; ..A.1J_ JALSERiA-TLE r(:JI�S SMALL_BE MA,CHINE�R111ED. USE ONLY ON CONCRETE OR DUCTILE IRON PIPE. O I PRECAST : MINIMM.WALL THICrNE55 TG BE S• PLAN DETAIL c ( Q REINFORCEMENT TO BE REBAP MEETING AS'M A6;5 GRADE 60 OR .1 r� I WIRE MEETING A$LM AL97 ENCASE FST IRC W,I SE:TI 1r INC a5' DENO II :DNC RE'1 ,LA,q •,( ;,NATL BE F.AT BAR STEEL Cir APPROVE( EnIAL. _ ---- 0� DITCH INLET - unified 1 C!EANOUT FRAME unified unified - - unified PVC GASKET unified ��c� DITCH INLET unified sewerage UfA 4 sewerage STANDARD CLEAN OUT sewerage I N S E R T A TEE sewerage e~ sewerage W M co 1 FRAME AND GRATEUfA AN COVER agency agency UJAO � agency SADDLE e agency 9 y O� AREA DRAIN TYPE I I Ufn sewerage agency D g 9 U0fA DRAWING NO. 30D-ST DRAUING N0. 270-51 DRAWING N0. 310-ST -` __- I .,,,rH.•,„»N _ - _ __ •© agency DRAW 1 NG N0. 260-ST - NG N0. 2B0-ST ---- 1 t rr t ,K•tl a tm s D -- - 1. r•f..r r .wl w ORAWiNG NO. 250-ST rl,l Ir.r1 ., flolr•K OY rv1b SOROS' r.r' ' AW ' ' ' . •. . .� . n.A r••ua w rw LA ra4w• M.A•- ---------------- - - -- � Q 1RR� 'A IaI �1p O 1D PROP G INO,�S� DATE 01/15/199 SCALE NOTED . 1 1 / DRAWN G A M Ab 0 EGO��/ '� 97-03B �j 14, % J� j, S�S SHEET .I 199-1)0005 ' I r 1,1600 SW(I8Tll C5 ;1(; 18 of 20 � F, SHEETS If' Ihic nulice appear" cleaver Than 1114• JUN 0 2 2000 docllnlenl, the document k of n1mvillal wullily- Illlc'vollllll,:(d i ;l IlII ,, 1 , ,1111 I i f I I , I I;I I II I; III I,I i Ij ,jl,lllj ,ll1 ,�l�.;I� ;i�T Ijl( ,I � , ji;l Ijl, llltlijlji iji , i�ill� ; i I Ijlillllljtll, l I !Iljllljlj ! 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