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I-BALL. - a FEDE \ � a�r �`.�'�r'°E°� NO. �-IALL - g � ?EXIT PASS CsEUJAY� �4 aA EXIT PASS EUJAY , �' �4 so M R --� Q z jp �--, NO. 57,E I R `f J I �', N ' `C77A I R 2 HOUR FLOOR/CEILING SYSTEM w Q • ® DA RR 5 4A f -� ® �J fv UP ALL JOIST SERIES NER-200 ASSEMBLY E-7 (� F.. � 'r V I � �� t '°:.minonum tongue•and•gr000e span-rateq sneathrnq u �a (Exposure 1),glued and nailed � h 1 N R71'� h _ ._ ) -- _ - ! •=-ice u^ I —� 2. TJM joists 24'on center maximum o L L E RY ! I L �. �P 3 Glass fiber ported n.by unlastay wires bans.3'a•thick a yj y� , plenum,supported by stay wires 12'on-comer and U q �— * centered on joist bosom(lances o ��•� O I I I__•.•.�.,m.--r,.-•.. .,-_ i- 4 Three layers of NV Gold Bond Faeshield'G Type X O q �l _ �`1 �--(3 sum I I J �- / A and second layers of gypsum v, J J�� _ 5 Furring channels at 16'on-center located between first ( _ T� Note \\r/J �1 A single layer of Jho span rated sheathing(Exposure t) Q a ant dots rcr: over joists at a maximum of 19 2'on•center with 1',Y lig'111- �I d1 %FACE OR IA '-ami mombcrs I I ��++ �j J4A t 2�'� T--' iclnts pe�ccelc,,ar:o weight concrete or�'.'of gypsum concrete is an allowed UNISEX ('� S UN 1 SE RR 0 S” of R-20 I 1�, / Sra NEH-ZOO for speafic assembly reCuiremen,sj ,r - PA�L — a GA FILE NO.WP 4 4o to 44 STC 60M . UJ S�a p i / GYPSUM WALLBOARD,WOOD STUDS SOUNQ / I Haee layer 5/a'type X gypsum wallboard or veneer base applied at right angles to each -- �— idle of 2 x 4 wood studs 24'o.c.with 6d coatQd nails, 17/e'long,0.085'shank, 'r4' heads,24'o c. Face foyer 5/e'type X gypsum wallboard or veneer base applied at + rWd annlns to studs over base layer with 8d coated nails,23/e'long,0.100'shank,'/4' }� MIN. R II 0 MIN R I o.ce and with nails orrrjoints 24'o.c.each base layer paced 6'o cr and side.Sound(LOAF ti ARING)tsd with studs 16` 0 E 1'x"iACH RI'"i f JANITOR Thickness: 6'1a' frl SOUTH t n Approx. Weight: 12 psf I GALLE; t gat' rY • w 7,dM$ k ',)l 4k ,.:: nr.., .,.:._y .::._e; ...:,fir+.:f+kuwl,.a.. _.... .. .,.._._..._..,_ -..,,.,.,.-.,.a.,....nn.....,......._........,..,.rv..a...,..w...w.xowu........,u...da.u..uw........u...,...,.wi.u....».....,.., ............„ _,...a..... ._ .. _ _ . .;...FC,+C„- �A/.;..,. ut.u.::.u.� xe.na.:-:_:�. .• ......................•... :.y ,.^• ..i.:,r._ ., •:r<. ,`�. ,.:a.. ., ._,..wRw.WWiIw'fiiY+MHJiiJWk+4w.Yl'�J.�.�.M:it,.wlbMAiiw.hurCLRr.,.ss�.ti •rr..xY.+.f�YYitiYA+.t�Y4,.w.+..._w....,e..0 PR 191, co ♦0 Cr,r � 1 f� R 60 G' L% �. T L A rte! T A ENGINEERING - - ---- - = --- 222 NW DAVIS ST T SUI E 403 C3,d EE 114 F= 1=: I CD F F=1 1< -Ito . WX1lin �•$1 , '4{_• �} �1" � -- ---��" _ Portland, OR 97209 -; ,' gTNUit_�T ► j p,LFR +_ ,�� (503) 225- 1679 Sm T, E LNKI'JD `'��I�^�.. �� tl►,ust ' .. •. � _ � � � � �. __._r __ �. -- -- -- — — ; ' _. : j` s" ` •+, / \ !r LQNiFIJ S111 --a• .I. SM l�ilii]AtJ -AMA ' t itlCllSjr ',y�T MET2 ~ .. t -•F < ST . 'u Sm "A., `y t: {: S] t j — K l{, 1%,# ��fff!!! v) :94 ' MADLFI£Af I e tttttt�.tttttttttttttt■t� r w .� f - ►` W t 1 cwc ;,ST _-�. SSI ` _ a'''c-.- -- .�?..'� .` a �, < uP a wr .J _, "j;- + ► �. i { �+ a •, rty �.�:�M'.,� r I Q / — — - �. NO SCALE 'all Sm {t _,.P1At 9N SlFitt%a E ST ( Z fit(.. - - ---3- 1� r al.�•`' f m�NN* �, yip-'- Fj a + Sfit F F o� ` y; 'c� dCi. ' t- - -- ^.�;w .. - fit' :. • r -"� r SW NO SCALE _ :. Y._ '�Y t `: � �. I �, .c�• r C �. _'U �r �`! �� '1,� � ='. ; ,A• I I c ff1 � (p � rpe�q. tvi I ', `, -� SW PFAFFt,.E ST ;$�i �'� ,sa, �l►r� g; x� _ � ;'{ t i � �O � r�.T.,� F!I►[11ES�_ST r sit IMY a I , r�., �+ v, ~ V CL T 31 PLO t ,�3,-; y'�� ?lam .a�, --•� 'r�'.'� - ,� `.� ; * 9►! s _ .t � •_ -r:;/4, ' .1�•• V t.-. ( I ` � � �T� kc. - !Y1 I:r �tT <`. i• C t � •. � s .:� _ s� ..�+ ��'� a,, y } �.r *�,.. t - I T l CARD WATER DISTRICT d "y ;`!� ryro ,rte M ! f 1!�► '!$� �y i .. /"'� R� Zr�ti.•aYr+... (T' O RSL NOTES INDEX 1. ALL CONSTRICTION SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS CITY OF TIGARD, THE PROJECT CONDITIONS Of APPROVAL, UNIFORM BUILDING CODE APPENDIX CHAPTER 33 C O COVER SHEET EXCAVATION AND GRADING, THE AGREEMENT ALLOWING DEVELOPER TO CONSTRUCT PUBLIC IMPROVEMENTS, THE UNIFIED SEWERAGE AGENCY. SEE SPECIFICATIONS PROVIDED. CI EXISTING CONDITIONS 2. ALL UTILITIES SHALL BE CONSTRUCTED TO MASTER PLAN SPECIFICATIONS. 3. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION C SITE PLAN CENTER. SAID RULES ARE SET FORTH IN GAR 952-001-0010 THROUGH 952-001-0080. COPIES OF THE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING (503) 232-1987. IF YOU HAVE101"-4' REV. DATE BY QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE �� GRAD i NG, EROS CORRECTED AT THE PERMIT HOLDERS' EXPENSE. CONTROL PLAN & D E T A L 1 03/15/0 I SEE .Fti 4, THE CONTRACTOR IS RESPONSIBLE FOP, CONTROLLING SEDIMENT TRANSPORT WITHIN THE PROJECT C3. 1 RETAINING WALLS, DETAILS ` -- LIMITS, USING RECOGNIZED METI•100S FOR EROSION CONTROL AS APPROVED BY THE CITY OF TIGARD AND THE UNIFIED SEWERAGE AGENCY qb•WASHINGTON CO. C4 STORM SEWER PLAN & DETA I LS 5 THE CONTRACTOR IS TO LEAVE THE PROJECT FREE OF DEBRIS AND UNUSED MATERIALS UPON COMPLETION. C5 SAN I TARY & WA- ER PLAN 6. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE UTILITY SYSTEMS SUCH AS - y POWER, TELEPHONE, GAS, CABLE TV, ETC., NTH EACH INDIVIDUAL UTILITY COMPANY, PRIOR TO (;Fj WATER QUALITY & D E T E N T I ON � FINAL INSTALLATION OF THE SYSTEMS. -- PLANT I NG PLAN AND DETA I LS 7. THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING PUBLIC AND PRIVATE UTILITY LINES AND OTHER PUBLIC UTILITY STRUCTURES. THE CONTRACTOR SHALL RESTORE ALL PUBLIC PROPERTY TU ITS ORIGINAL CONDITION UPON COMPLETION OF WORK. C7 PR I V A T E I M P R O V E M E N T S WATER DETA I LS PROJECT 8 TEMPPERMANERY EROSION CONTROL. METHODS MUSTNT EROSION CONTROL METHODS ARE IN PLACE EMAIN IN PLACE AND BE AN OPERATIONAL. C8 UNTIL C 8 S• W• b 7th AVENUE PLAN & PROF I L E NUMBER MNT002 E E •� Date: i/10/01 9. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF' ALL VEGETATIO(J AND OTHER DELETERIOUS _ — N MATERIALS. ALL, SUCH MATERIALS SHALL BE REMOVED FROM SITE AT THE CONTRACTOR'S C9 P U g L I C., I M P R O V E M E N T S DETA I LS Scale: AS NOTED �+ EXPENSE. - - C 10 NOTES A ALL NONMETALLIC SANITARY AND STORM SEWER SERVICE LATERAL PIPING SHALL HAVE AN - brawn By: IML ELECTRICALLY CONDUCTIVE INSULATED 12 GA. GREEN COPPER TRACER WARE THE FULL LENGTH OF THE INSTALLED PIPE. LANDS(--,APE PLAN Designed By: IML CITY OF TIOARI] 11. NO MATERIAL SUBSTITU11ONS OR DESIGN CHANGES SHALL BE MADE WITHOUT PRIOR PERMISSION GF THEENGINEER AND THE CITY ENGINEER. condi oonnak � " ...». . ........... Chocked By: GID f .. ConcliC y roved. I AMENDMENTS SHALL BE dor only the work es Ceectl+N �Q/►I I A AM N D E TS PERMIT NO`L,-dJ =1a6 ��w ' �? 12. A FULL SET OF 111E APPROVED PLANS WITH ALL CURRENT REVISIONS AND E Y MAINTAINED ON THE SITE AT ALL TIMES DURING CONSTRUCTION. See Letter to Fokow................. ......... ( ): job Addre". 13. ALL FILL :,HALL BE PLACED IN 12" LIFTS AND SHALL BE COMPACTED TO AASHTO 957E DENSITY. " THE CONTRACTOR SHALL- EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL FILLED LOTS. TEST L§ REPORTS SHALL BE SUBMITTED TO THE CITY AND TO THE ENGINEER, PER TIME GEOTECHNICAL. ENG,rNEERING REPORT. .1. 1 --- .-_...___..........�...M...._... ___...P,_,._.r �.r''-^ .a .......... ..___, _.___. ..._._...__... ..»,�..�-.,..,..._.-..,......� _,_.....,.,n.. .nw...-....,.—.... _,... ...... ..o...._......, ,.u—............,n..n. .u....w.,,....ww..M.....n.+.,,� .. •:,r ,a�'e�E��a�Ntrw�.t;r+,ru;4'iu.tw,xPssx?a�bi' � .Y�::., (,,(�� 9'° I�i111�i1N(Ilii�lUll►lil�l i�l".U�IlJI�IIi111111�1lIt J10 LdG ,t • ' 10II 1Z Ii I'4 I!i If'!1 i!il 2 t 2 2 :�2 1� 2-5 2'15 1Z•T ,2� 2 5i 3'.� i �J i r a µ. dgb Y 7 a:L'! A:S. „f M. f+ II r I d .. .+. ...-.. ,. ,.'....r. ��,.,�a. ..l'9..ai,''2.fcei fa+'•.-»:_::.,..V -uraM1... _:. ,..awry "..,-.rtiu...' +....,.:. -a.fiW.iail..11.'R: eV1JN 4�:�Y9�awt:'v'x.n=JWa.,N}.d.!+s:�w •.wwtYiLJt...:�' ':lJl!AS'',twV'G,L'au.C.�uiitr•.t,:�:tii.¢iaw&u.li:»iaiiWM:. .i.s.r.�a65a.5Nhaki+ibxw<3-W+YAWs+'•.LWYIru4i►'+t•. ,,T „ a.:..e,::.. ..:._. a.rW,wrur1mww,r..+.w.+..»w..u•..+w:'.clMat.,.. •.., _ ...r.. -.si'Eli4is..W d+ud j' t A. I GUARD RA IL 3 � SSfar S-�, 8" POPLAR j� � 4- �,_ ` �,�`` �",= � ` i �`` 375 10 R ' 370 � � CT - ' 3�� —�- ENGINEERIN - 124. 16 20 I R SL PE EA EMEN T CR i _ 0 0 MEN T 0. 79 »7562 ' U 222 '.v Y, DAVIS ST ' - s /8' 15' 6" W r ��; \ ` . Nr\ \, W { SUITE 403 77,78 20 W1 PURL UT I L I\T Y EASE'1�E —T—--� / I ER DO MENT s. 949057 , t Portland, OR 97209 VJ /� / h NO 950 203 \ � \ (503) 225-1879 e W I 1I� I I I 18 F1 24 FIRZZ t 2 14' I RCH t � r I ti , ILLJ ISTING I •qy , ° • GARAGE _ I \\ SCALE-.- 1=2O' rA t " 20 10 5 0 20 SAN SEWER .h 16 APPLELrj 1 t I ' 11 I e EXISTING n ` 14"BI t \ � yOLISf I 10 BIRCH • �� o ` �A.IpRQX. LOC. SAN. LATERAL � w I+y f ` TEL. R l SER _ SEW 'F4/ CLEA OUT ' "FIR -��p ' 12"B1 H 112 I "� ~� 0 ' 1 nT lr ` 5 30"OAK MH i T 1 v ~0 4' W/DE WAT�R L rNE EASEMENT PER' ' I DE BOOK 454; PAGE_ 347 "3 -- - -- -- - ----- - -- -= -- - --- - --- ------ —4 —a I , \I I — L �. e NA; NK FENCE N •''59/ r 1 'P 6' CHAIN L! K FENCE I� 1 A � T i GA1 D WATER I STR I CT ' a WATER RESERI ou,'TS Z M U ! I IX SITE SURVEY PREPNRED JOHNNIE M..SUMMERS,?L. B INC. WIDE I�--- P,O.BOX 1044 3d W. DE ACCESS EA MEN , I; ' PIEW? DOCUM&V T NO. 9 069055 _ I 549 S.W.WALNUT STREET HILLSBORO,OREGON 97123 VERH ;.".'d,. I I r 1 503-648-2019(FAX)503-681-9128 / OVERHEAc. E` CTR1�� # I plsl,044@gte.net H I 1 1 2 I z ! NOTca t 1. THIS SURVEY IS INTENDED TO BE A SITE SURVEY ONLY. IT SHOWS THE EXISTING 1 I CONDITIONS ON THE SUBJECT PROPERTY AS OF THE DATE OF THE SURVEY SI-,C'+N^f EITHER dab i I To ON THE TITLE BLOCK OR THE DATE OF THE ELECTRONIC FILE AS TRANSMITTED. THIS IS ' NOT A BOUNDARY SURVEY,HOWEVER EXISTING MONUMENTATIGN AT PROPERTY CORNERS IS n \\--•APPROX. LOC. SHOWN IF FOUND. BOUNDARY{.INES ARE COMPUTED FROM EXISTING,MONUMENTATION USING SAN LATERAL DAT;FRCM PLATS,SURVEYS AND DEED RECORDS. REQ. DAT 1 i I 2 r 2 11tiDERGRCU'I)UTILITIES ARE SHOWN TO THE EXTENT POSSIBLE BY ON THE GROUND I 03/15/011 SEE EVIDENCE AND/Or FROM RECORD DATA OBTAINED FROM THE ADMINISTERING AGENCY. ' ' I DEVELOPERS AND':ONTRACTORS ARE REQUIRED TO COIITACT THE OREGON UTILITY f Yrl i ' i ( NOTIFICATION CEn I=R AT LEAST 48 HOURS PRIOR TO EXCAVATION FOR LOCATION I CONFIRMATION(50.-246"6699)PER ORS. 757.541 I'0 757.571. ' 3. El NATIONS ARE I RATIVE TO THIS SPE ONLY. WHILE ELEVATIONS MAY HAVE BEEN 1 t ( DERIVED FROM GOVERINENT BENCH MARK DATA,THEY MAY NOT RELATE TO ELEVATIO'" 1 I;; r • + 31 �; 1 I a t OBTAINED FROM USE OF btu EQUIPMENT FOR EXCAVATION PURPOSES, DEVELOPERS AND I ►;,) ' , 1', 1 ' I COWRACTORS ARE ADV13ED TO OBTAIN GRADE STAKES FROM A REGISTERED ENGINEER OR ,VEYOR BASED ON THIS 51IE SURVEY BEFORE COMMENCING EXCAVATION ACTIVITIES. 1 , � TO fH15 SITE ONLY. WHILE ELEVATiCNS MAY HAVE BEEN CA TC SA 5+N 3. ELEVATIONS;,RE RELATIVE GRA Tc' 360.02 I DERIVED FROM GOVERNMENT BENCH MARK DATA,THEY MAY NOT RELATE TO ELEVATIONS !E S— 7.48 , I OBTAINED FROM USE OF GPS EQU!PMENT FOR EXCAVATION PURPOSES. DEVELOPERS AND CONTRACTORS ARE ADVISED TO OBTAIN GRADE STAKES FROM A REGISTERED ENGINEER OF ��,� .w p� —I APRONW'' ' SURVEYOR,B&SED ON THIS SITE SURVEY BEFORE COMMENCING EXCAVATION A(7IVITIES. PROJECT ( E • 1/211 IP / \ �� NUMBF'R MNT002 -�)at., \ rr * 4. SURVEY BENCHMARKS AS FOLLOWS: ELEVATION.11A M — ---—.�. __ - —__��_ „ Date: 12/15/00 ' CITY OF TICA{QO B.M.44IOSHD�O7 1 C+tS � ELEVATION 2/4.698 -- ---------- t REFERENCE BENCHMARK Scale: AS NOTED SA SEW` AMWN REA ORA f a YEA COUNTY B.M.3 00—SHD 217 '111 11 im _ EIEVAT(ON 255 397 r IML + T.G.RATE: �?8r � j i I � d� i GRATE Sts. �5 � Drawn y: ' t n Designed By: GID _ Checked By GID ! ,f ,r . ..r•- ..-_ r.._. : ,.z _...;.., llflll II11111{IIitl:t'11.1 I�:IoIr t.•; i1�II�HI! �1I- cm I ttt1�41 I1rit _.I tI►�AIi1eHn19•1i11'11111t 1111 1111111 IIIUWL1711!1"{N+Y1�111+11!1111�11 II111'y!IMIIINi it.ll_l. �I3Laosury . 1Q r I t2 Iii �a Id 1IQ 20 1 2I 2 ri;l�rrll I I'II�{111 I 1I11�1ir, 1.�I,iw;r$l��llai�f_.I•I-I�IIII ikNII�'nH>lI,I 0I•l ;l...l3r.l. .I C 23 D ; 11 ;0 too of Cm i tilt t� r� w t•�hrpr��,.:h, N fu C 7 mp _ -- ---- - �Ea PROFFss VIS . H A / NES f? Ci A d ( A TL A N TA j CROSSWALK STIR IP NG ` "��,�� S ( 19160 _ - 0 60 . __.��-- SIDEWALK , � C EXISTING GUARDRAIL PROPOSED 6.0' SIDEWALK ---- R 50 5' SEE SHE=ET C9 FOR DETAILS CURBS I DE a CRY I. DP�� 10' EASEMENT FOR S I DEWALK3 '�--� � 9.2' - 10.0' _ _..._._ _ I rR�N.S ��F P, - 5 [ EXPIRES 12- 1.01 AND PLANTING STRIP .-- "T .' 3.c 8' s o5 I TOP SIGN LOCATION 7 ( I STALL 4" PVC SLEEVE : . NT I L PERMANENT SIGN INSTALLATION) / I oor, I I ►•� � 1 I I JP �� \ 1 1.30 43.0' --24.2 5' 410' ------- EXPANSION .� l2 4.50 P v BICYCLE - _n - 3 � -- ¢ ~ PC/PT ENGINEERING / I RACK Nuj 6' SIDEWALK , � CL V) 222 NW DAVIS ST o SUITE 403 t , �� Portland, OR 97209 - t. IIII '� I (5Q3) 225- 1679 PLAN V I EW \I 4' 4' y 18 5' TYF 1 3I - �INSTA'_L CONCRETE BOLLARDS AND r • - . /— FLUSH - CHAIN WITH KNOX LCCK AND 12I- "EMERGENCY AC-ESS SIGN(SEETAIL THIS SHEET) / _ °o° Co°uo ° °Z 4 P.C. CONCRETE--/ oo �° o° " oo ° +fin r; X °:moo o0° a0o 0 V.I klO o 0 a°o°OGb co 2" 3/4"--0" AGG. BASERUCK I Q S, — Q CECT I ON A– A R40.0' I i (TYP)I,: 4 7' 7' O R25.0' G l'ES: I 42.5 6 8 5' TYP ri 1, CONCRETE SHALL ATTAIN A MINIMUM COMPF2ESS I VE STRENGTH OF 3000 P.S. I. IN 28 DAY �1 �_.. V 18.5 B� EDGED 10 N 4 I I pE� SHALL BE SCR 16ED 3/4" DEEP ANC RAMP PANELS SHALL BE ^ I I I 8.0 I 8.0 I TYP. ; y I I I 18.5 i 8 5' � 18.5= Y18.5 _ 20.0' FIRE EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQU!',L. I I I I I TYP. TYP. T SURFACE SHALL HAVE F. MrD I UM BROOM FINISH. T _ — I �" — — _ —_--- _ ACCESS ROAD Z APCRO%W BY' N4 SCALE 0 _ .-6:22- -- — -- "— �- ,_. _' _ ArPUSTIN P. DUUFNAS STANDARD CORNER DWG. N0. W T ENOINEEAING DEPARTMENT BLVD I I f 13125 S.W.5 ;6u.-417 JULY 1998 1 �V �' noAft s� °;;�' WHEELCHAIR RAMP �"'� j I i CITY O GkaD FAX! 'b0) 684-7297 I I ^ c jj�� APPROVAL oA� ^ j ` !NA TGR U I' S TR I C T I POST FOR "NO PARKING" SIGN (TYP.) I T I GA RD I a� r I WA TER RESER VGA I RS M U E ! x Lu i I 30.0' ROAD ACCESS ' O AND UTILITY -} I EASEMENT ! �j I U q I _ 24.0' I I I I I I q KNOX BOX I I I i ISTANDARD CHA IN (TYP.) I 7 I CQNCRETE BOLLARD s , +4•� 8" STANDARD PIPE FILLED REQ'. DATE BY S I TE P L A T\ J W I TF! CONCRETE (TYP.) 1 103/15 SEc M SCALE: i " = 20' 00 I'--` U "EMERGENCY ACCESS ONLY" SIGN _--� D a E SEE DETAIL, THIS SHEET i F EN ASPHALT PAVEMENT (TYP.)NIR T L _ _ L _ _ H I ---CESc-%--I I - / �- M --i N —__ �' / PROJECT I ON � _- G � I I NUMBER MNT002 g Date: _ 1/10/01 �--- I Scale: 1"-20' a • -- TO BE HONG FROM CN!wSl: ( 1� d p SIGN\1 N I �`- CONCRETE FOOTING (TYP.) Drawn B.37: IML r DIMENSIONS (INCHES) SIGN A F� D E F G y J K ( — _ _Designed By: !,' ! M N F i __ ® 12" (HOR I Z.) EXPW so 2� 3/8 s/8 3I 6C t Ifl 4D 121, a 3/9�1/11 � 11,7 __ - °__J TWO AT TOP AND ° Checked By: GID BOTTOM (TYP.) COLORS .. LEOENO — BLAd( (NOW-REFL) BACJ(OROUND WN�TV (REF:) 4 CNCESS " SIGN LAYOUT BOILARD AND CHAIN GATE DETA I n " EMERGE N CY A , N.T.S. N.T.S. C 2ti ,,. _ .:. :.. I!iilltl'�I;illlil!�11 Tk, 1i' i (`rn , I 11I• i '.F 1 ! II{i� itli II�iIIIIIIII�IIlIIIIIi�IIIIIUIII��.t1,. LEOMNRYSTAP o . 10 1 I. I3 + i4 It! ► I3 19 2'rJ aI 24 ?5 2e 27 ?e 2'0 372 ..- Onm.l cep ! d; a i. 1 t . p L T � r r4JIM Av .77 t ,' 7 r ,.4,,.=.,,>.....+rrwi.:alYml4 IrGe• ixu 1Ir I tjNUIpjttM Ir JLUr'C tJl r-W.-) t l.UA _ t f f�f E s R O A D ( A T L A N T A ) (SEE SHEET c9 FOR SECTION HkU) EROS I O N C O N T R O ! N O -� , S. W. H A — PR a ,• 1. APPROVAL OF HE EROSION CONTROL ELEMENT DOES NOT 7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ��+ • 9 60 CGNSTITUTE�AN APPROVAL OF PERMANENT ROAD OR DRAINAGE ALLOWED TO ACCUMULATE WITHIN A (RAPPED CATCH BASIN. - • - _ ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE DESIGN. CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL 364` ` 66__ �.�pg� }7�e 4 Jj6�, _ �,� JB 2. IME'LEMENTA�iON, CnNSTRUCTION, MAINTENANCE, REPLACEMENT NOT FLUSH SEDIMENT LADEN WATER iiJ70 THE DOWNSTREAM � p . AND UPGRADING OF ALL EROSION CONTROL MEASURES IS THE SYSTEM. RECPONSIBILIIY OF HE CONTRACTOR UNTIL ALL CONSTRUCTION _ IS COMPLETEC AND APPROVED AND ALL VEGETATION/LANDSCAPING 8. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED r I, DPS 3' IS ESTABLISHED HBEGINNING C OF A CONSTRUCTION N N SHAL.L BE MAINTAINED FOR HEDURATION OF HE PROJECT. ADDITIONAL. 'MEASURES / !. ,--- , _`, � 3. HE EROSION CONTROL FACILITIES ON THIS PLAN MUST BE MUST BE TAKEN BY THE CONT'ACTOR, WHEN NECESSARY, TO TEMPORARY � �`�'��' 370 GRADING ACTIVICONSTRUCTED TIES TOUNCTION NTH ALL ENS RE THAT SEDIMENT--LADEN FORNG AND URE HETHAI' ALL DURATIONEXISTING THE PROJECT. ARE KEPT CLEAN � 2 A a w I 910-FILTEEVBAGS "'-� WATER DOES NO1 ENTER HE DRAINAGE SYSTEM OR VIOLATE 0 iAPPLICABLE WATER J TANDARDS. 0 HYDRATED, MULCH AND FERTILIZE ALL DiC fORBED GROUND NOT 2 I _ 359 I ! RECEIVING HARD SURFACE AT THE EARLIEST POSSIBLE TIME. G3 TYP 1, \ 4. DURING HE CONSTRUCTION PERIOD, HE CONTRACTOR SHALL USE SEED MIXES AND RATES AS PER "EROSION CONTROL PLANS � I UPGRADE AND MAINTAIN ALL EROSION CONTROL FACILITIES AS TECHNICAL GUIDANCE HANDBOOK", PRODUCED BY HE CITY OF FF 354.65 I NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT PORTLAND AND WASHINGTON COUNTY. FF 354.45 . 34 __�__ I I 4 \ SEDIMENT-LADEN WATER DOES NOT LEAVE HE SITE.5 \ I 10. CLEAR PLr STIC SHEETING SHALL. BE INSTALLED ON AREAS SEEDED 5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED DAILY BETWEEN NOVEMBER 1 AND MARCH 31 AND WILL REMAIN UNTIL w hi+r� -- �� BY HE CONTRACTOR AND MAINTAINED AS NECESSARY TO VEGETATION IS FIRMLY ESTABLISHED. � � 1� w �' rn •, I I Zfi ENSURE HEIR CONTINUED FUNCTIONING. ENGIN�ER.ING 6. DURING INACTIE. PERIODS ON HE SITE, HE CONTRACTOR MUST l "' FILL V 222 NW DAVIS ST INSPECT AND MAINTAIN EROSION CONTROL FACILITIES ONCE A SUITE -103 \} MOTH OR WITHIN HE 48 HOURS FOLLOWING STORM EVENT. Portland OR 97209 (503) 225-1679 3 3.57 FLOW 348 i I I DITCH BOTTOM k 1 53.31 I 354.2 IS w I I W I w ! i 347.29 I i o I A A I347,56SECTION I � 347• .� � , • _ 347 LA I ____�_-- ' - ---- 1 -- ` — 360 _ AREA DRA 1 N : IJ _ ��' _ .--- F. MAY BE USED SHORT TERM �M.. W/ UT I L I TY WORK AN- W/ 352.71 %367 (/) PHASING OF DEVELOPMENT I I I - I O 355. ' i FLOW I I , hv� : .357 •¢-�. - --- - X- - �_ O I I 4' CHA I N L!NK I FENCE 6" CHA �' L I"K FENCE ►• w �/ - SEDIMENT ;FENCE PLAN C ' ( 'N° N I 1 I GRAVEL CONSTRUCTION 3 a XZ __ ( i �, ! I ENTRANCE c3 T a S I N DITCH INLET Q I I y 1 TEMPORARY B I OF I LTER BAGS I W rv.T.s. O T!GAh?U VY'��.TE't? D r STR(CT I 1 WATER R(=�ERVOL'R '% V W F I LTER FABR I C MATER I AL FILTER USE STITCHED LOOPS 36" W I DE ROLLS FABRIC VER 2"x 2" POSTS MATER- ' • `.i O Q * I Sc;ALEti 1"=20' i I o N N o ` I 20 10 5 20 r 6' MAXI MUM SPACING FRONT VA -yv—' SIDE VIEW ANGLE BOTH ENDS OF FILTER FABR i C NOTES: ( REV. DATE BY fFENCE TO ASSURE SOIL IS TRAPPEDI--�. E -, OF VERT I L ALLYO BELOW I F I NRI SHED GRADE. I 1 03/15/0 t SEE I I 2. 2"x 2" FIR, PINE OR STF EL ( l CATBASIN —• - FENCE POSTS. GRA TE 36a 02 r I ;._ ..:._ I 748 I 3 ST I TCHi LDL SIL ESOFOSLOPENSTALLED I NTcRLOC :ED ` 2"x 2" POSTS 4 TRENCH. \ COMPACf ALL, .REAS OF FILTER FABRIC I AND ATTACH ICE V I EW _ — ... M jAs I \ _ — Iz! 2 SED- 1- M E N T FENCE 0 RFA DRA! G3 ra.T.s. ' T.(;RA TE. 41281 r 6 . -� GRATE 34A.13 I r ' S=341.7 \� *20' M I N. FOR S i NGLE FAM I LY NUMPROJECT - _ • � .�-_._. �� -- ""`"-" - � NUMBER MNT002 g . B A Y ( ft' j S TR E E T ( EN��S PO . AND DUPLEX P.ES I DENT I AL pate: 1/10/01 s0' - — - �,, Scale: AS NOTED � - • � a� Drawn By: IML Det,i`ned By: GID , ° Checked By: GID AD I US 41 , 25' M IN. ' c _ `' \ aa■■► a -.✓' J\OF,04 CLEAN PIT RUN OR 2"-MINUS GRAVEL- 1, RAVEL-- Qp��SS SUBGRADE REINFORCEMENT `I�aF' GEOTEXT I LE, A5 REQUIRED 8" M IN. DEPTH C 3 s GRAVEL CONSTRUCT ION ENTRANCE M r (;3 N.T.S. ,*,.�•+rMy+na No mpg �,.«mw...+....+a.,...,.w...«.,d .. ,�.,,.,,., . ,.. ::..•„M4w..war. ",s:•::a•:N�biM1:'. :. .. ;.>aa a.:a:rs+M+Fina..s-v .... .. .. _�.n+.rws!..wTel1•r�IAI '^^...—..»__..,.....-,.+r. 4d,yts4 ri:°'nP„':'1w'J,k.sr .,,. 9 Y . .. sln'.. ,. ..- -, :.- ,._..... _..=....:.. ... .:.. .......: ...:.. '�Ai' .,... .. _. .:.,... •�•�' •. .!� i�R" „ ......._. ",. :.. . , , . , • .: —. Cm'atillillt't;1�InII ` IIIIIIII!lilllll4ililrl�lEljullllui(,uIIIIII�InIInYl11IIIIUIIult�ulIIIII�IIIIIIuIIII !I III 111 1 LE ,liIIIIII�IIIfIlkliil�li!'' ,. . 13N�IL.ITY STRUP , ,t 1� � 0 1e 1 im 1� o a1 aQ 23 24Z � 2 a 2� 30 . .; . IC1s+n■1 de a . ,.. ,,•' LIN :p•, t. 1 „,'” \r ''-, ^i.`:'l •".,. ,. : _ . .. 31 6'1,aaYb•aWJlii"�� . >aYM_•riil._.- - ......_iarl_".•yetla..ra..-.; ..u:L.'r�uvf:Yp'._..,LL.,.,.a..............._-..:.Y._:a...rl,.,.._:-t1,:: --.i....._, Ls.ar _ — _ _ '___ _ -,rS Y �I Y� 1 !• ' ' :� � '//� Ii1/L�r_�I IIIIJ IISS� ' 1 SS/rll.r�.+'7 I . � • SII-• IINIII/•I-•IrIII,�IIII - //IIS_ .rI LIrIIIlrrlrr..Illrlrrrr � • • • • . • • • � / ///Ni, �/////////N'///!/f1.J////I//!/n'ff/////N///ii:•ii/ii/i'V///L/i,:•�iil/i/i.-7�N///it••ai/I.�i.:��////iv::�i//fir:'�////i..% / : � • �• ho 1' 1 � / � � � �III /I IN Ir IIIrI_I• .• •• • , \_ • ` IWO � of �� ► .• ,� � to I Novi ,o L034 ' �• . 1. • • r.S► rI rI ► �� - - __ � � ___' -- ._ �� .}�,�rr'lr«r sir<i`ri` , 1 rig - 7 ,roil :°rrir�rrir�i^y 1 / MANY AM ` � I/ mss ..e�. •�. .�'�_r►�IOI�_��Iwi�QL: ' /�//r//// //////1l/////I�� I , I: •_ PA / • • • • � j _ pp OWN MW 010 4 W, FMWA I ■ • _ • • i ,��.��-�-.fes.��.��.��.•__�«��.��.��.�`.•`.��y1�►.��.� � �' •_�.��.��_i,•_��:.r.�_�.r�.��`��.��.��.��.� '�. • • rm,MR. Mr - f� 'IN ♦l ' I r.., rem L '=� :•' •: •�•�.,i':• =sr=�_=i=i i��.' `i:'=• :+ / II/ /� �/��//�1'Ii��/�i�f��j�� 1 : 1 1 . `• , r • • r 1 111r y T_ �rl�i��t,�tiF pvl • 1 mum uwwu 411, 1 ,y 1 • • f 'x4.. 4 • n � r' I i , 1 p� f I` w / IIRz t ,J i r 4v f r ' aY 4 �1 ! r 4 SHALLOW DRAINAGE C4 DITCH ALONG WALL PR A TLAN TA v -� ;-- �----- , -a---:- -- - ---. -- STORM S E W E NOTES � 19160 a a u (771 1 -cr-'-tv-- ---�----- 1. ALL MATERIALS, INST✓•!I_ATION, TESTS AND INSPECTION SHALL BE IN ACCORDANCE WITH CITY OF TIGARD STANDARDS, UNI !ED AEA DR IN SHALLOW DRAINAGE 4 c - F-• o zo ------�""-� � AREA DRAIN » AREA DRAIN AREA DRAIN SEWERAGE AGENCY STANDARDS, THE OREGON SPECIALTY PLUMBING CODE., STANDARD DRAWINGS AND SPECIFICATIONS PkE. ARED FOR _ 6 SD CO RIM 360.00 - DITCH ALONG WALL C4 A RIM 3.`►6.00 W/4.5 LF • RIM 359.80 W/4.4 LF THE PROJECT. RIM 352.50 W/2 LF IE 350.00 IE OUT 357.00 6 SD S=0.020 (MIN) w 6" SD S=0.20 (MIN, " ) � 6" SD S=0.02 (MIN) _ -� 1 ( ) 2. PVC ASTM D3034 FOR COVER NOT LESS 3', C-900 FOR COVER 1'-3', AND D.I. FOR COVER 1'-0.5' OR EQUAL AS APPROVED 8Y 6 DCO TYP THE CITY OF *TIGARD, UNLESS OTHERWISE 5PFCIFIED. EXPIRES ,2 75.8 LF 6"SO S= _J --- - / 6" SD CO i) 6655 3 IMMEDIATELY AFTER COMPLETION OF EIASE ROCK GRADING ALL MANHOLES SHALL BE ADJUSTED SO THE FRAME AND COVER IS Ai- lug LF E" SDS 0.010 IE 3:8.00 ' ARE DRAIN 3 THE STREET FINISHED GRADE, i l✓ » RIMXiS=0.02 .5 W/M.6 LF 4• INLET LATERALS SHALL BE PLACED '✓ERTICALLY TO AVOID CONFLICT WITH WATER MAIN AND SANITARY SEWER INSTALLATION. 41.7 LF 6 =0.1 16" {hl!IN)/ S SD CO »L4 WEEP H ES IN W L IE 358.00 LATERAL PIPE WITH LESS THAN 3 FEET OF COVER SHALL BE DESIGNED TO WITHSTAND LOADING. --- AREA DRAIN i AREA DRAIN I .--�,\ (TYP) I RIM 352.20 W/ 4.5 LF I RIM 357.80 W/5 LF - I I 5. WHEN EXISTING FIELD DRAINS ARE ENCOUNTERED, CONTRACTOR SHALL CONNECT THEM TO THE NEAREST CURB INLEiS OR STORM ;k = n MIN 4"',7p S=0.02 (MIN) I I _ MANHOLE USING MIN, 6" DIA. PVC / 6 SD S o.z (MIN) FF 354.r�5 ,r� 354.65 � ! ( � , 100:5 LF 6" �D ' FF 354.65 I I 6. CLEANOUTS SHALL BE PROVIDED AT 100 FOOT INTERVALS AND AT HORIZONTAL OR VERTICAL ALIGNMENT C,-�ANGES EXCEEDINC 45 S-0.019 ' » I - - - - - (CUMULATIVE). NO 90' ELBOWS SHALL BE 0`cn. ALL PIPE WORK OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE ' �,✓ , I 4 ROOF DRAIN CON ECTION 4 CONNECTION DRAIN W/ •I L UNIFORM PLUMBING CODE AS ADOPTED BY 1 r.c CITY OF TIGARD. (� l IE 352.00 W/6.0 LF _ .02 (MIN) U ENGINEERING �-. 4" SD S=0.20 (MIN) IE 352,45 W/15.0 LF 4 SD S=0.0.0 (MIN) 222 NW DAVIS ST r CT'ITE 403 SD I �-�z Portly, d, OR 97209 (503) -925- 1679 ! / SQ, 3.48.12 ( ' I ---� I I I I 15., SPECIFICATIONS I � I 1. ALL STEEL WELDED CONSTRUCTION. S y I 2, 10 GAUGE STEEL MINIMUM THICKNESS ii 3. COATED INSIDE AND OUT WITH ASPHALTIC PAINT. Rpt QIITE METER _ Al+ 4. SUPPLIED WITH 15" X 15", �g'� X i}4" B.B. PER. SHEET C5 ! x , ��I I iI BAR GRATING, WITH CROSS 9ARS 4" O.C. I I I -� 5. CLEANOUT OPTIONS AVAILABLE. I I PLAN Mei w SYPHON CB I un I tS --- 1 FRIM _ ___RIM 35rJ.5'� � r ^ GRATE FRAME IE 347.18 SYPIRON CB I W/$ LF 6" SD I i c JW/18.0 LF 10 352.71 _S=0.020 (MIN) ! I LF 6" AD 5=0.020 (MIN): `� i WATERSEAL 4" NO- Co W :k' "SCE 6 SD I -�- 5' .NA l+ ! i,� ;:L~ I 1 HUB CONNECTOR IE 347.26 6 SD CO I W/ 8.2 LF 10" SD IE 349.18 I - ^^ I I S=0.010 1 � ` SYPHON CB { � I N N I W y RIM 351.00 I ! W/2.5 LF 6" SD S=0.020 (MIN) I 1 M U E � OUTFALL TO POND 1 I I W I I IE 347.00 C6 TIGARD WATER DISTRICT I� , u I 12"m ! MULTIPLE OUTLE 2 t2 w STRUCTURE C6 WA TER RESE.RVOURS ! I I I SDs CO I � SECTION IE 345.52 �. SCALE.- 1"=20' {� a I I I END OF PRIVATE STORM SYSTEM �I BEGIN PUBLIC STORM SYSTEM ! SEE SHEET C8 FOR PLAN AND I 20 10 5 0 20 I ; ! PROFILE OF PUBLIC STORM I I ,� THE L-yn ch CO., INC. 1 ! V 4706 S.E. 18TH AVE- PCR LAND, OREGON 97202 PHONE (503) 236-3825 T. I URF AND LANDSCAPE AREA DRAIN DRAWN BY: BPT 1/14/97 FILENAME:LYNCH02.DWG REV. DATE BY 24"- X 8" CONC. COLLAR 3 AREA D R A I N 1_ 03/15/01 SEE STANDARD CAST IRON AD COVER TO STANDARD CAST Ip" C4 FINISHED GRADE --� FRAME do COVER •• FRAME AND COW N.T.S. I FINISHED GRADE - GROUT _ 2" MIM. I 0•,' - -1 I o L ' =. . . o� ('_ GRADE AWAY FROM WALL 6H: I V " {_` o I _ I I " �_ I TO CENTERLINE OF SHALLOW DITCH 6 MIN. J J T i_ MIN. 6" N. J I 6" MIR. -- - l ii I -I -� • % 111: „ 18"t LOCATED ABOUT I8" AWAY FROM i"� PIPE SIZE AS HINGED CLEANOUT -- 29 x 28 C.I. GRATE FACE OF WALL 7 ■ CW/ BICYCLE BARS - ----- -- SHOWN ON PLAN OUTLET � _ 6 COMPACTED FILL ♦'►j' °; s - i c °o` 11= 45' BEND RETAINING WALL 4 ,ISI COMPACTED FILL --'-'`t!_. �� -III �11 45' BEND - _ I I OR FLEXIBLE 45'' BEND -i I 11=- �. . �-+ COUPLING LOCATE AREA DRAINS ALONG y-� ,,.�'��- D I TCH (AS SHOWN ON PL AT) SIDE DE PROJECT WYE BRANCH ; �-" �o ° =~' , AND CONNECT TO STORM NUMBER M:`'T002 c+ ( WYE BRANCH - I-' ' I-� / 6» MIN' OR BELOW, AS REQUIRED wo --� "-Op ROCK BACKFILL. - 1.} _ +' o 0 !-I) 3 4"-0" COMPACTED PIPE SIZE AS - - _ Date: 1./10/01 oo� p�•°� , I- C USHED ROCK BACKFILL SHOWN ON PLAN I Irl I 1 Z Scale: AS NOTED i t PROVIDE do SECURELY INSTALL `v _ -111, W RUBBER RING GASKET Drawn By: IML 0 0 0 �c� • o �t� II PLUG / STORM DRAIN N ti "�► I "�I ! SEE CPLA�I) VA', IES ES _�- + �`I•- I -- � If I Designed By: GID 1 . PiPE AS SH01MVi � LENGTH VARIES c Che ked By: GID �_'VL _, I L_ ON PLAN - ) I T *�) ! 11- -�-_ I I_ '` �-- 24" S4, 10 GA, OR 1/4- PLATE /4" iTl I "I`1 _ PLATE INTERIOR do ~ ., ---IE AS SHOWN TT Ar ON PLANS EXTERIOR PAINTED ti F ENO--"OF-�, j►vE W/ ASPHALTIC PAINT �-- LOW THRU TSYPHON CATCH SASINSHALLOW DRAINAGE DITCH ALO�1G WAL ISIANDARD CLEANOUT 2 ._ -- " C4 N,T.S. C4 N.T.S. k; C4 N.T.S. - w� _.. . .,,..,, ,- _ •. wrwn - �iciakiiaM�Wwr�sr iNMt{�uct. 1+lII 1 ( IfH I{II II11 111! 1111 1111 illi Ikll flli I{ii Ittl'�itl Ilfl 1111 I+li Ilil I1 1 1111 ILII IIII IIII iNt IIII III !! I !Ilii II i I i I ILEGS&ITY STRIP I i I ! I ' I 1 ! 1 ' I r • 10 ,T.l,�., 4 ,. 18 If>i O 21 22 2;� 24 2!i 28 27 2'19 26i 30 Fo711 y . 1-4 MM, •k I \ , f , n lr V Y@i 1<A•. r �S Y kr ;i 1., �� PROFts A TLANTA I SAN I TAR Y SEWER NOTES 1 160 -- -- - a ° ' I I . ALL MATER ! ALS, INSTALLATION, TESTS AND INSPECTIONS c 06 SHALL BE INA ACCORDANCE WITH THE CITY OF 2, GRANULAR BACKFILL WITHIN TWO FEET OF FINISHED C` I• p��\ GRADE SHALL BE COMPACTED TO NOT LESS THAN 95% s, M,ET,- " �� rEXPIRES . 3� Ot�� RELATIVE COMPACTION AS DETERMINED QY N, �r,u0 A OF AASHTO T99. BACKFILL MORE THAN TWO FEET FROM SCALE. 1`-20' FINISHED GRADE SHALL BE COMPACTED TO NOT LESS 20' PUBLIC i oh 6 I I r■o�■ THAN 90*1"o RELATIVE COMPACTION. WATER EASEMET i J ?0 10 5 0 20 3. SANITARY SEWER MANHOLES SHALL BE TESTED FOR ACCEPTANCE IN ACCORDANCE WITH CITY OF TIGARD AND 2" SPRINKLER -- ! USA SPECIFICATIONS. SANITARY SEWER MANHOLES r. CONNECTION I SHALL BE VACUUM TESTED. / I C SEE MECH DWGS I FOR CONTINUATION I h 4. THE CONTRACTOR IS TO NOTIFY THE CITY OF TIGARD 48 6 I fz" +D16UBLE � FF 354.65 FF 354.�5 I I I HOURS PRIOR TO BEGINNING OF WORK ON THE SANITARY WI SEWER SYSTEM. ' ' ' 1 C7 j 4SSEMBLY 6" SS CO 3/1 E 350, 15 I FF 354.65 _'____-- I -_- VAt VE ENGINEERING Lu --� j SEE MECHANICAL CAL D'WG I SEE MECH DWGS i I 31 - / I 5• MINIMUM SLOPE FOR SERVICE LATERALS SHALL BE 0.02 2' 90°BEND ( FOR CONTINUATION I FOR CONTINUATION FT/FT UNLESS OTHERWISE SPEC I r i ED. 222 NW DAVIS ST W/9'/- LF 2" W C7 I METER i t^ ZI SUITE 403 I FROM 6" TO METER I �[ > I F 6• VERTICAL AND HORIZONTAL ALIGNMENT FOR SERVICE Portiand, OR 97209 LATERALS SHALL BE ESTABLISHED AND MAINTAINED IN A i WI MANNER CONSISTENT WITH THE INSTALLATION OF (503) 225- 1679 I \\ rJ � Q-- S-- " 900 BEND CONNECT TO EXISTING MAINLINES. \ S=0.020 MIN _ I_ 3 8- INCH WATERLINE _ 7. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE C7 C7 USING A 6- INCH \ i x I „ ' 0 BU LDIN TAPPING SLEEVE AND J v ,' I 7-� 3=1 ONNE TION i I PIPE (PVC) TYPE: ASTM D3034 SDR 35, MAINS AND - �, I II LATERALS FOR COVER 3', COVER 3 I TO USE C-900, GATE VALVE x 37 yy I I F 4"! I I f I _F F ( COVER 1 '-0.5' TO USE D. 1. IF I RE �EPT i g 1 a I 8. ALL SLOPES L I STED ON SEWER PLANS ARE FT/FT, NOT %. I ! CONNECT I ON C7 I 4" 90° BEND r ^• W/ 27.8 LF 4" F I I I SAN SE4ER WH v 1 I 6" SS CO 2 I TO BUILDING E 338-P5 � _ _._ I E .9 f� ---- - WATER ^ , p 6'1 S� CO 11 00 I 3" DOUBLE CHECK 5 1r"V A E f� LINE NOTES E 3 i � DETECTOR ASSEMBLY C7 I � I j i =- ___�� -- I I. ALL MATERIALS, NSTALLAT I ON, TESTS AND I NSPECT I ONS SHALL BE IN ACCORDANCE WITH THE TUALATIN VALLEY WATER DISTRICT F 12E HYDRANT �! 2 (TVWD) STANDARDS AND SPECIFICATIONS. __ - PASSEMBLY I �-` A ox. ! C. , 7 — F V p s'� -1 A!ER L 2. ALL P I PE SHALL BE CLASS 152 T , TON PUSH-GN DUCTILE 140N P I . E. TEL. RrsER i I i SENER ( (Q` ALL FITTINGS SHALL BE MECHANICAL JOINT UNLESS NOTED f OTHERWISE. _ I 60 LF 6" SS I 3. ALL TRENCH BACKFILL IN ROADWAYS SHALL BE CLASS "B" GRANULAR, Z ' I I ( PLACED I N 8 1 NCH L I FTS AND COMPACTED TO 95% RELAT I VE rY� CONNECT TO EXIST STUBOUI pq POT HOLE PRIOR TO CONSTRUCTION I "7v I i I i �� MAXIMUM D�:NS I TY AS DETERMINED BY ASTM D?-049. �}I r W TO VERIFY LOCATION AND ELEVATION � I �� ( � � _ _ _ _ __ __ _-_ _ - _ _ ` � — — , 4. MINIMUM HORIZONTAL DISTANCE BETWEEN SANITARY SEWER AND ' a CONSTRUCT I WATER LINES SHALL BE 10 FEET. MINIMUM VERTICAL SEPARATION � O ` 3 INSTALL I " DOUBLE CHECK 20' WIDE FIRE SH;,LL BE 18 INCHES. MINIMUM COVER SHALL 3E 36" ABOVE WATER I j VALVE ASSEMBLY i ACCESS ROAD I L I 1`4ES. 5. FIRE HYDRANTS SHALL CONFORM TO AWWWA C502 AND TVWD RELOCATE EXISTING WATER TIGARD WATER DISTRICT . STANDARD SPECIFICAT ,ONS AS FOLLOWS: C� Q METER OUT OF SIDEWALK AND WA TER RESER VOURS I I W REUSE AS IRRIGATION METER HYDRANTS. FIRE HYDRANTS SHALL BE NOMINAL 51.:- INCH MAIN I Z i I i VALVE OPENING WITH 6- INCH BOTTOM CONNECTIONS AND EQUIPPED E-+ a rJ I — I N I *� , '� v � I I � I W i TH TWO 2��- INCH HOSE NOZZLES AND ONE 4�h INCH PUMPcD I I m f i I i pq NOZZLE. OPERATING NUT SHALL BE I INCH NATIONAL STANDARD o,�-IVE' A' L rLECTRrc I I�- PENTAGON NUT. TI�E MAIN VALVE SHALL BE EQUIPPED W I TFi rte, x I ii� 0-RING SEALS AND SHALL OPEN WHEN TURNED TO THE LEFT OR M�1 0I�""� 1� W I c BREAK-FLANGE OR I I I COUNTERCLOCKW ISE. HYDRANTS SHALL BE OF THE BREA L z 1 SAFETY—TOP TYPE. HYDRANTS SHALL CONFORM TO AWWA C502, AND I I THIS SPECIFICATION. THE NORMAL DEPTH OF BURY SHALL BE 4 ! I I I FEET. NOZZLE THREADS SHALL BE AMERICAN NATIONAL STANDARD. U� THE INLET CONNECTION SHALL BE MECHANICAL JOINT. HYDRANTS I SHALL BE YELLOW ABOVE THE GROUND LINE. HYDRANTS SHALL BE i i I � ^ KENNEDY K-81 GUARDIAN, WATEROUS PACER, OR AN APPROVED 0 1 EQUAL. I 30' ROAD ACCESS AND W PUBLIC UTILITY EASEMENT BASE ROCKSOLID PRECAST CONCRETE PIER LOCI( HAVING NOMINAL (TYP.) i DIMENSIONS OF 8- INCH THICKNESS BY 16- INCH SQUARE BASE. I I n I APPROX. LOC I SAN. LATERAL I I I I I GRAVEL FOR DRAINAGE. WASHED 3/4- INCH CRUSHED ROCK OR I I I, GRADED RIVER GRAVEL FREE OF ORGANIC MATTER, SAND, FOAM, ? i CLAY, AND OTHER SMALL PARTICLES THAT WILL TEND TO RESTRICT f I WATER FLOW THROUGH THE GRAVEL. i I � CONCRETE THRUST BLACKING. CONCRETE FOR THRUST BLOCKING REV. DATE BY SHALL BE 3,000 PSI READY MIX CONCRETE. I i I i I THRUST RESTRAIPJL THRUST AT THE FIRE HYDRANTS SHALL BE 03 15 OI SEE RESTRAINED USING MJ RESTRAINED JOINT FOLLOWER GLANDS AS I MANUFACTURED B'r EBBA IRON WORKS. SEE TVWD SPECIFICATIONS EXIST FIRE HYDRANT ` FOR DUCTILE IRON PIPE AND FITTINGS SPECIFICATION. - I it I PROTECT DURING I I ! CONSTRUCTION �' 6. WATER SERVICE LATERAL BY TVWD. I I I 7. ALL MENTION OF COMBINATION AIR RELEASE VALVES SHALL REFER TO AIR ----I---- _ AND VACUUM RELEASE VALVES. I 1i__. _- ____ _ __- ___ ___ _ _- —_ 1 vlrvl -- 8. ALL WATERL i NES SHALL BE SUCCESSFULLY D ! :;; AFECTED AND PRESSURE I_� TESTED IN A^CORUANCE WITH AWWA STANDAt',US AS ADOPTED BY TVWD 1— �_=�-' PRIOR TO F I N, L ACC_PTANCE. VAL iSvE — T - - 4 I 9. THRUST RESTRA I NT3 SHALL BE MECHAN'. I CAL AND SHALL BE INSTALLED AT --" 1,77 �80X ;�».r�+rr»�-ns�T�„"r�r,,n--��sn►r�+rsr-�-r r.�r�rs�rnrsr*rn�� J I' PLANS SAN. SEWER MH--, ! - - 1 1 THRUSTOB OCKS MAYO BE USED AI N COMB I NAT i ON W II TH MECHAN CAL DP.C.C. PROJECT ?'U•34s 28 � RESTRAINTS WHEN APPROVED. NUMBER MNT002 DaAe: 1/10/01 `v Scale. AS NOTED v a .. Drawn By: Il[L Designed BS: GID q Checked By: GID C5a_ I IIII Illi III Ilil II ililll�ll III111111 ill111 I! II�IIIII111111111 Illlllill ill' 1111111111 �.GVia7LJ� i ,STM !11 I Ilii I I i IIII 1.11 I ► 1 ! I 1 IIII Ilii 11 1! O mm"I CM 10 1 1 12 1 1!3 I 14 1 Is 1�7 1 1�0 2O 211 212 2�3 214 2�5 28 27 ' 2�8 219 I :310 m, `9 , a ttb�Pr or JA � t .z 4 is .q .r:. n... R , i - tl r nv-' , a ,.-.., :, env• .. , ..r-. -r: .., 1 n n- b �ylkw r Y rr, r '4y f ..,...... :.. .. .., ,_ ,,,.. ...:, ,,. ,,' - ,.,.uliunYi_N, uJiwt'+s:.'1J,.'..,f,4t,#t.p ..d ln,:..Y L�m•1...,.., - OPERA T I ONS AND MA I NTENANCE PLAN GENERAL PLANTING NOTES: FOR STORM DRAIN DETENON POND �DPROi�F�s, � I . CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF I . MOW THE VEGETATION IN THE POND PERIODICALLY TO MAINTAIN V 4, 19160 s� 4 ALL EXISTING UTILITIES. AN VEGETATION,IAND APPEARANCE, THE COVER RESTRICT OF GRASS DENSE GROWTH DESIRABLF DE"NSE AND NVGOROUS. // o Gellv'� 2. CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASUREMENTS y AND SITE CONDITIONS. 2. RE--PLANT POND VEGETATION IN AREAS OF POOR PLANT GROWTH AND IN 15, ' PLANT MATERIAL SHALL CONFORM IN SIZE AND GRADE TO BARE SPOTS WITH APPROPRIATE PLANTS. �'QY 3 I. DA THE 'AMERICAN STANCARD FOR NURSERY STOCK' CURRENT 3. WATER THE POND VEGETATION REGULARLY DURING THE ESTABLISHMENT 3 _ BEVEL. END OF PIPE ( �� EDITION. PERIOD AND AS NEECED IN DRY WEATHER TO MAINTAIN VIGOROUS GROWTH. 1 TO MATCH SWALE END FxPIREs �z-s� o� SLOPE 4. TOPSOIL REMOVED FROM SURFACE IN PREPARATION FOR 4. REMOVE DEBRIS AND LITTER REGULARLY TO KEEP THE FACILITY FREE OF LEAVES, / GRADING & CC":STRUCTION SHALL BE STOCKPILED FOR RCCKS, AND OTHER DEBRIS. PAY PARTICULAR ATTENTION TO THE OUTLET � �� 10' _ REUSE IN LANDSCAPE WORK. IF QUANTITY OF TOPSOIL IS GRATES AND OTHER OUTLET CONTROL DEVICES. INSUFFICIENT, THEN ADDITIONAL TOPSOIL MAY BE REQUIRED. S = 1 % TOPSOIL FOR PLANT IJG PITS SHALL BE CLEAN, FERTILE, 5. REMOVE SEDIMENT DEPOSITED IN THE POND DURING STOPM EVENTS AND FR I ABLE, NATURAL TOPSO I L OF LOAF Y CHARACTER W I TROUT RAKE SMOOTH TO GRADE. ADM I XTURE OF SUB:;O I L MATER I AL, OBTA I NED FROM A WELL STORM SEWER 0 DRAINED ARABLE SITE, CHARACTERISTIC OF LOAM AVAILABLE 6. REPAIR AREAS THAT FORM CHANNELS IN THE POND. OUTLET PIPE -T IN THE VICINITY, REASONABILITY FREE FROM CLAY, LUMPS, SIZE AND IE PER PLAN J COARSE SANDS, STONES, PLANT, ROOTS, STICKS, AND OTHER 7. INSPECT THE POND AT LEAST THREE TIMES A YEAR: LATE SUMMER, MID-WINTER, FOREIGN MATERIALS. EARLY SUMMER AND AFTER ALL STORMS OR TWO INCHES OR MORE. RIP-RAP GEOTEXT1LE -� � 12" CLASS 50 RIP-RAP (QTY PER PLAN) (INCIDENTAL TO LANDSCAPE CONTRACTOR TO WATER PLANTINGS FOR ONE 8. INFORM LOCAL RESIDENTS OF THE PURPOSE OF THE FAC I L i TY AND THE RIP-RAP ITEM) NOTE: PLACE RIP-RAP ON END AND SIDE ENGINEERING 5 L IMPORTANCE OF KEEP 1"G I T FREE OF GRASS CL I PP I NGS, 0 I L, GREASE OR SLOPES TO A MINIMUM OF 2'-0" YEAR AFTER INSTALLATION GUARANTEE ALL PLANT OTHER INAPPROPRIATE MATERIALS. ABOVE SWALE BOTTOM 222 NW DAVIS ST MATERIAL AFTER FINAL ACCEPTANCE FOR DURATION OF ONE SUITE 403 YEAR. PLANT MATERIAL SHALL BE ALIVE AND IN SATISFACTORY 209 GROWTH AS DETERMINED BY LANDSCAPE ARCHITECT ".T THE OUT T F A L L DETAIL Portland, 5 679 END OF THE GUARANTEE PERIOD. WARRANT ALL REPLACEMENT PLANTING LEGEND I (503) 225-- 1679 PLANTS FOR ONE YEAR AFTER INSTALLATION. C6 6. FERTILIZE TREES AND SHRUB")" WITH "AGF. I FORM" 21-GRAM TABLET, WET AREA MIXTURE 20- 10-5 r,S MANUFACTURED BY AGR I FORM INTERNATIONAL CHEMICALS, " SMALL FRUITED BULLRUSH, SLOUGH SEDGE i IEWARK, CAL:F'OR!41 A.: 2 TABLETS PER SHRUB, 3 TABLETS PER SPREADING RUSH, COMMON RUSH, TREE. ,v (4-6 PLANTS PER SQ FT) 7. MULCH SHRUBS WITH HEMLOCK BARK, MEDIUM 8. METHOD OF SEEDING MAY BE VARIED AT OPT I JN OF CONTRACTOR DRY AREA MIXTURE WHEN PPPROVED BY LANDSCAPE ARCH I TECT. HYDROSEED / SALAL, OREGON GRAPE, RED FLOWERING CURRANT ADD I T I VES: SPACED O 1.0- 1.5' 0.C., TREES O 10.0'-12.0' 0.C. MULCH 2000 1.B./AC. WOOD F i BER MULCH � C TACK I F I ER 40 L91,/AC. W FERTILIZER WEBFOOT TRIPLE SEVEN ORGANIC FERTILIZER APPLIED AS RECOMMENDED BY MANUFACTURER I.0' RET WALL 1.5' RET WALL 9. WETLAND SEED MIX: PERCENTAGES ARE BY SEED COUNT NOT WEIGHT _ _ _ O ELKA PERENNIAL RYEGRASS 10% AV DEWY B I RDSFOOT TREFO I L 10% 05 ~ COBRA CREE!= I NG BENTGRASS 10% ALL ROW E-4 Q NAT I VE REE! FESCUE 601 2.0, WESTERN MANNA GRASS 101 W L/S =J1 APPLICATION RATE: 3LB./1,000 S.F. 117 �, r I TOP OF GUIDE F�1 10. OTHER POND GRADING TO BE SEEDED WITH PRO-TIME PT-309 SUPREME I .'. t3" DELOW GRATE o T , SEED MIX AT A RATE OF 5 LBS./1,000 S.F. %• I v 11 , RESEED AREAS WHICH FAIL TO PROVIDE UNIFORM GRASS COVERAGE, UNTiL ALL "FFECTED AREAS AR ACCEPTABLE TO THE OWNED. I'.' 39.7' Z EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE IS ; ;• ;- o O C COMPLETELY VEGETATED. ALL WASHOUTS SHALL BE REPAIRED AND RE- �, I � FRP STOP PLATE � Q SEEDED AS NEEDED. • IN ACCORDANCE WITH NBS 15-69 ASTM C-582 • ..t - .' _•F I• •' ASTM, D-2563 OR APPROVED EQUAL .__. 0.34'' DIA G �d GRADING AND STORM SEWER ORIFICE �] HAS BEEN REVISED ALL FASTENER 1'� bel • TO BE S.S. L 1 cy I 0.5' WALL PL GATE GUIDE SHALL .�� / ETAINING WALL FIT STOP CATE ANC r TOP 350.00 INCLUDE BOTTOM 19.7' CHANNEL GATE GUIDE VARIABLE POND PLANTING PLAN LENGTH wP`K c INTE.RTIE 91c) _ SIDE d SCALE. I I0 v ' i WALL SECTION AND TREATMENT WATER SURFACE ELEVATION EL 347.50 INTERIf R DIMENS!ONS IN ACCORDANCE WITH CONSTRUCT POND OUTFALL 8" SD IE 346.43 DWG z50 p• �� 0 WITH 3 CY RIP RAP ..6 FRAME: GRATE PER �0 3/16" S.S. RETAINING OP 349 4 WALL DWG 260 ! CABLE OR REV. DATE B�' _ _ 1 -- --- - REMOVE EXISTING SANITARY CHAIN �d 8" ELL POND BOTTOM EL 345.56 STUB BEHIND NEW CLEANOUT RETAINING d - 1 __. ��, �1� �1� 03�• 01 SEE__ (FIELD VERIFY LOCATION) -- -- - - �If/AC1_- r 350 - - --- --- 350 STORM SEWER OUT �' FRP PLATE / 7 _._._ AND GUIDE 'v j ;. :, \ 34r3 SLOPE H:1 V 348 (SEE ABOVE) Id F#' !N -7 MULTIPLE OUTLET STRUCTURE 2 346 --- - 346 �" C-90 0/ - la Jx. L0 d • -- - _ -__ -----� e I W/ 21 LF 10 �D _ 10 -_ ___ 20 3� OR DIP °. 18" S-0.005-+ C6 N. SUMP I �lp U ) -- BOTTOM 345.56 p 2" u. ; STSTEELSJ _ I - r STRAP ° 4 pr � A WATER QUALITY /QUAN -TI- ITY C6 NUMBER MNTC 02, TYP I CAL SECT I ON _. QUALITY Dace: 1/10/01 I a• C6 SCALE: HOR. I "- 10' WATER CSU ALI TY --- f SER. I "-s' unif ied } I _ ' EXTENDED WET POND sewerage Scale: As NOTED .I ! -� OUTFLOW DEVICE E agency Drawn By: IML _V _ DRAWING NO. 545_ _ _ - Designed By: GID CONSTRUCT POND OU rFAI 1. 10" SO IE ,47.00 I Checked By: GID WITH 5 CY RIP RAP C6 2 POND OUTLET DETA I L POND PLAN! VIEW N.T.S. i SCALL: I " - 10' 6 ry '�"►� * .... +. I N .. ,. »., ..:' ••.•.,e,.. - r�Msn..�.�.n...........r._....,.a•,�.,..."..,._'.+.�.+.ww.r+..T.,, ,�.�.r..,',,....._...,. ._., ,-,,+�In:, +wwriq.:.! WwYuti.:^iyw,qucMJlUe:rwAYll Iilllilll;!i1111U IIIIIIIII 111 II 1111 sl LameLff'�STRIP14 ''I �� ' CTI�c 1 1 IINI i .;1111 1 � ,I 1 III I 10m+w"i w, - +, 1 1 12 1� 14 I '•A 1 18 19 20 21 d2 23 " ` "�!! 27 26 2t9 • Iy { , If }{ er k !e i G3 i t , - - - -- �- - WIN OL`URC FOUNDRY VB9'0 2••Wu' SIDEWALK D JAPE' TO CUREt (r+a��TAL) ^ �� vc�__w� �r ��:_ S,'_oCK ' w --- - E, ri �A.'vE BOX AMC) COvER s-1 BEARING AREA OF TI�tRt,�ST BLOCKS SO c�, m5 (veYcr�.} • ' _ _ 1C� p W • - - COI/MCED MILIINE �> �__-__ NY1TME %k. 1 ��t "'t " l WITH •N* CAST 41 TIDE .k'.E :SES R7' � 90' 8EN0 45 2 1 f 2 11 1/4 F 8�)rD ANGLE MaWAAL AS - - r=te-"- TOP Sa tRFACF 92f SEND am em 45' 225- "11.25' speem PAVEMENTta• ,. r"S�frtw at 4 1 1.8 1.0 1.0 to 4 1.1 0.4 0.2 j 6' r1 AA BRE.Ask r�AtirGIE / 3 . _ 1 6 2.8 4.0 2.2 1 1.1 .0 6 27 1.0 0.4 HAND TAMP 6/1AROWO Top �CKrf W:.. �;____ ,9 5.0 7.1 3.8 2.0 41.0 8 4.) 1.5 0.6 ' ;. D Ilk *. JYN 4• MIN Ys •C ry--S�d••...„1.._.�►y �.3.�s.' .- - - • ._ _- .2 11.3 '6.O 8_� 4.4 2.2 12 8.5 3.2 1.3 t I 12 MAX 16 20.1 28.4 5.4 7.8 3.9 16 14.8 5.6 23 /-4 CU FT IM 20 31.1 44.4 24.0 12.3 6.2 L 6•SCH 40 OR 03034 P rC �• 3 24 45.2 64.G 34.6 17.7 8.9 PIPE SPAM '-ftft ' _ /- PIPE r 6' �C?,-E '�' PVC _ ' r 00 -_ - ifp _xm BA= � 2DC o9 NAMR PQESSJK AAC NW, PSF q L£wGTh AS NEL'1FS'SAItY .----- - ' SCIL 9EAMMG CAPAaTV OPERATOR EXTENSION - , ' b' 1EGAL1►G RETA1lER t (SEE DETAIL �.ti Y Q A4O i A i -� ' -`ti•/ ,,- Oc rs+G souTft P043FC 5 Ci.'Mt �F P'ER 6' GATE VALVE + N ' � SrOtd1C P�YEMEIf1 SIS NOTE s�1&j x Go FLIG � ::. . '+ '' � - cuss 00• Ecompocm GRAM" �GIS E E RI's G BA:�cc>l;. AS SPECA222 ti-W DAVIS sT � -_ , ,« •''' .. cam- fi SUITE 403 SIDEWC 1M3b PLANTER ' Portland, OR 97209 S1RIP_AT. .fi B � VERTICAL ' s (503) 225- 1679 SIZE WE =FbiAxL 06 31 NOT' �`''�� ' �•'' � x'��•c - d 5' uax BREAK ;LAtgGE W-160� 1. VAL*E BOX NOT TO REST i t ON OPERAT*IG ABY Ik -- 2 OPERATOR EXTENSION t c •'r • .� _ }� • - , Cf �'C _ U'* REWRED *4EN VALVE NUT -1 '• '� *� NOTES: BACKFL.-•Z SPECnO .S DEEPER THAN 3 FEET +�-a ` � ";- 1) DOVST BLOOGM A- A• - -mss, �9D CS A.tiC N FROM FINISHED GRADE _ _ _ FOR TW+E '3� t 2 1VC5 �� EMKBw.'SOF�PgPWG 3 L_ . i 3. CENTER YrrLiG LINA J.� - 2) bawvvti E BL's W.., 'rC SE '00v� AV,�S 4 AXIS OF OPER NUT STRADDLE BLOCK oa I P0S".7R8C �z. -•...L.r • 3) ALL 00 OMM TO X w.aSq- 3OX 5. 4. PROVIDE 24• SCARE BY 4" THICK =Y SEE DETAIL No 200 4) NS'TALL 12 1L TC-,� 6400ESS PQ.'*S"'-E%tz S-qEET CONCRETE PAD AROlaWNO VALVE =oR C�*,E-'ra% -;D L-)aSTM MAWS USE TAPP+I��G S U'VE AROI110 RTTWI& SEO.W- SrEE' z'a.L^5 �.�+T Fq BOX OUTS DE OF PAVED AREAS a 4==A►aCE wT DcsiRfCT SPECF!tG►?101c5 �iNG POO t � 0 BE"+iEE SST B • G; ,. �... FITTING PRIOR TO � '•,�R;fS? �.00(P.G - .. �E A 3 F? CiFAR SPACE AROIRO O1R{`,l1FT.RfTICf OF fly r*,)ItrWT 5. VALVE BOX COVER SHAM BEA 5) P1i07ECT �ouaa' .0% +a�CwE�s A s� �'S WN WJM OF 2% IN LENGTH PQ1r�fbMr- El l 5 ",.G 5E �•�" 3 THRUST BLOGKINv __ _ TYPICAL GATE VALVE -� '� No- F1RE HYDRANTiw- - �` DET � TRENCH BACKFILL - �"•q Tualatinl► ,-lleT/ai,`trDiatrict SETTING DETAIL 3 'lt�alat�a�:llc�Tat�rl?iatrict STANDARD INSTALLATION Q� v Tualatin all T&OAr District DETAILS TualatinVallev Water District ABOVE THE PIPE ZONE ,.i� , GATE VALVE SETTING DETAIL i FIRE HYDRANT STANDARD INSTALLATION K3THRUST BLOCKING DETAILS 4 TRENCH BAC;:F 1 LL ABOVE P I PE ZONE S C7 N.T.S. C7 tV.T.S. _+ 1. PIPE 00 FITTINGS SI-,'.- E. FITTINGS SMALL BE USED. r - 2- MJNIMUM DEPTH AT RIGHT OF WAY OR EASE+.+_k, tD tw�A+w ve"Lv *AMR 'a ur-#& PLAm �c 4 FEET. � ' 0. gm NOT . -�- . SfAPIW xoC -- r-0•---- 8' PUE- }I �� r•-- �~ 3. PLt1GpNG. BLOCKING. AND MARKING OF t1NCL*NkECT® . JSERvCES SHALL CflNORTO SHAt10� TRENCH SERVICE , EG'WOK i j4„\ -ga �� ' W rT' 4. VERTICAL TRENCH WALLS ARE REQUIRED. PF �T iS NOT POSSIBLE zC �"� ►-+1 o; •t , s aw Atwtoe g LOT TO 3E MAINTAIN VERTICAL � HCl'! W A11 CONSTRUC-:A, I x WALLS. USE ALTS- . ' ; ''� + SERVE j = METHODS TO MAINTAIN 6. 1�AXIMUfA DISTANCE BETWEEN RISER P > D -_- AND TREN'.>I WALLS_ REPLACE ALL EXCAVATED OR DISTURBED --+ l.rr' �LOw I MATERIAL WITH FULL DEPTH GRANULAR BACICF:1_ COMPACTED TC y_ L RELATIVE DENSITY. n I CUSTOMER SIDE Z -_ � ✓ 7 t DETER SIDE 45• MAX Ix L 2'-0• _-� '" _ LONG RADIUS BEND or-#& goo Aft I T _ OFFSET LAT} ON PROPERTY LINE u.+NUFACTUREt; OR �ERC1AL OlePLAN PROPERTY LINE AND LOT SEE !VOTE No 1 = - - -s1;8 45' FROM VER?!CAL_ PSN NUMBERS MARKED IN wHrE 'a oum PAINT ON FACE OF CURB - ' P� -- 1 TYPICAL DEEP TRENCH r CARSON METER BOX 173M 015L - 7 �--,. (OR EQUAL) s S E R V I CE CONNECT I ON s - 2' FEBCO MODEL 805-Y -6'-6 - -- - % _ --- �.,. �• DOUBLE CHECK vALv'E ASS MBLY (OR EQUAL) VIN CLEARANCE .l.r � _. F i RE DEPT. CONN. PER NFP A 13 (LOCAT ION APPROVED - - --- w r FIr 1 6t� BYFREDWST.) CIQIRJR'1E At' � sm _.- ' s,as pan llw RECOMME7NM _I ELEV,� TL4� 0".aSIM 1W360 as COVER 20�o NOTES: - o PROJECT � NUMBERSdtiT002 1. A 6 FT OFFSET LATH C#4 � CHRUSHED ROCX BASE--/ 6. 11}?M_ aEARANCE PLOF V!EMI PROPE'.RTY i.IN[' AT ® FT � I � FOC Date: 1J1,01'O1 p ; U nu TY 91LCt3 W. ►IA* • N QT ES• PU81.1C UTILITY EASEWEA!T ` _ SZEVAULT DOOR DOOR • , • • \ 1 •0 1t�. &L vwaoQ ■ wu,T W%j b 3 T 660-WA J--55AL \�-Ste_ aum 1"mm��TO acu� ao�� w�us� � w � �MEQ r GRADE � Scale: AS N®7"BD -! vR WN ?1000 we as wu,, � R 0aowc �. :- �,�`J %';•� ; �'iV`,+�` �1, .•'\ "`<` '� �• 4 377--IRA .►-SAL J.- , a* "am �o Wim gAr OOMLA"M RS �K A VVOID 1WK t�E '� � � %� �i�/\. � �• Drawn BT: I1LI. 6 676-WA J-5AL J--SEAL 3 oa ,�aa ga++r�+ +.0 .rte acs Rrl� r+e MTraKI s7m s0TRIM OF To CWJN a1. CURB STt?�' - Lx gmwv r'`"• OW ao-e► MAT � P1WWCr4)K AND cs. ARA"CE > • nFFArt \�-TYPE "1(" S Dr.aimed Br. GID b87-16A --3AW. ,10-3Ad A INLOA r-4r 0% 24CNN s AM tai: MAS 0ORMPAI KM POP POTAL AtI K !RAW PUM - �. 10 5106-LA .A-3AL ,9D-3AL I COMM mm vo 4xv a 1►"c pw M K eW�U s1 MT aloes CP' lain NOM rg3TAw►T4GW COPPER TUBING AUTOMAT I C DRA I N-- . _ • 'oa mwn• APOo+rg a+r oma* 0.e0eeR MI/bRA I N RM "' Checked By:: GID ------ �-- m e �DETAII. No. _ -._M � _w _- I 1• - 0' SM00TH RUCK TO �IAU.T CC DOUBLE 0iE0( oETA� -1/2 , 2 do 7-1 f 2 Da►UIBL s SINGLE WATT SERVICE r ° ' '�Q T' "' tiaT •at�r Dirtr�ct ) DETECTOR ASSEMBLY � �B� F _200 'L'.!inaP Tatar LAtriet. �� C+HEC�C- INSTALLATION �r : BF 1_� �n.kti�.�o.'� 1 �. TYPICAL INSTALLATION 7 r-5`-'\D0UBLE CHECK DETECTOR ASSEMBLY � I DOUBLE CHECK ASSEMBLY 7 WATER SERV I CE ASSGINBL.Y � F IRE DEPARTMENT C;ONwECT I ON _ .v.._.._._ .�.. CC 7 7 N.T.S. klC7 N.T.S. C6 N.T.S. DC7 N,T.S_ ' .i. .•.-..._,.w._ -.x.x»..,..,.,.y r.-,.......,...._..,..... iF .. - .. .. ,..... .......... ...._.. ....._... .. .. r'Y,^'lvwn n.rv.. s../+wl•ww ,`.,...+a.r.. - 'IyM{ t. .... . ,, .. wnww+s.w .. . ;,, ......-....r?na.;.+ruyR 'yF..;....... :':"` ;,.'....e..v.. . - . - _ _ _ .- _ .. _._..., g _. ��,.v. . ....'.. . -.- +:.b-a:LZ:.e.c..,.::.;e.M.+.M1r+.: ".lar. ,•.\lAF'.n,� �. /•hi P+gy�pp " C i LE aTY sTll� 6 • 02 ±,'s e� i Nd '7 2C 21 22 13 2e 2!� 26 .2: 2N NO 30 , - a: �I' d , ill' ;f k a s i 1{ 3 �� I SCALE.. 1"=zo' S w /-/ A / N E S R O A D 6 14 8 21 III 20 5 0 20 49 19160 6 3 15 9 122 13 0 2 17 1 19 16 22 r R AREA BRAIN I•.� BOT.GRADE 342.81 TOP GRADE 344.15 II Q m 4: ( %�� '/!//��f�' , \ / EXPIRES 12-31-01 IE j 341 7 \`.x\ \ N1 N � , 1 51 \ \�\�,\\ \, \\ ,,.. \. •\' rte, ��. - � /r / ` /'// �/ f ��• ,, , ._______ IRN LLj y �� \ \\\ \\,`, \`\ \.ti \ \ E GE �'jC E. 12' IN I.E 12 OUT r ( , '// ' / �� V 7 345.59 344.68 �/ E N V E O / \\, \\ 2 1+00 EDGE AIC MONUMENT BOX T A /� / SEE DETAIL. '%/� '/! L'TV J ' GIIyEEk�NG / EDGE IN\\� \�` -'- - - -' - y- -- -- '% - - - - - - - -- --------------------- - -- -- I SHEET C9 (TYP) � :�%/ .�/ ''; '•, : , 222 NW DAMS ST �:;� P !2„CCP ; I I ✓, � �,,/ ;;: SUITE 403 .c Portland, OR 97209 rvM x- __ (503) 225- 1679 PT 3+33.19 0 Vj x 5 3 m 11 I i o _CURVE DATA S. W . 67th AVE. PLAN CONSTRUCT I ON NOTES I x, 0 - 27' 28' 30" A - 35' 05' 17" d = 39' 22' 26" 1 " 20' 5 1 I ST I NG R.O.W. TYP O � O O E (TYP) END 6 CONCRETE SIDEWALK R = 100.00 R = 25.00 R = 25.00 14 L =47.95 L =15.31 L =17.18 C.D.S. STA. 2-4-41.05 LC - S 12' 23' 10" W LC = N 17' 32' 39" W LC = N 19' 41' 13" E G EX!STING EDGE OF PAVEMENT (TYP) 16.84 �� EXISTING 15 I NSTALL SD CATCH BAS I N 47.49 15.0'7 T ! GARDE OREGON �3 EXIST 1 NG ROAD TO BE WIDENED Ck STA 1+95.9 16.8' L ' STREET LIGHTING LEGEND RIM 346.73 » " 4 PROPOSED SAWCUT LINE - T - I 2 - 274' 46 10 G1 = 20' 1$ 56 PROPOSED STREET L I GHT: O I E I N 344.51 12 (E) I L y-.- _ IY O R - 40.00 R = 25.00 I E OUT 344.3 I 12" (S) , L -40.00 L =8.86 20OW MS I I I COBRA HEAD 0 EXISTING PAVEMENT TO BE REMOVED I E I LF I . 1 „ " FIXTURE MOUNTED AT A MINIMUM MOUNTING VERIFY & MATCH EXIST PAVEMENT SECT I ON ' SID LC - $ 77' 42 12 E LC == N 49' 31 ?.5 E $=0.004 HEIGHT OF 20 FEET SATISFYING ALL CUL - DE - SAC PLAN rT, ` 54.17 8.82 REQUIREMENTS OF PGE OPTION D. O CONSTRUCT STD CURB �1 1 MAINTAIN A MINIMUM 6 FT CLEAR ZONE 16 CONSTRUCT 12" SD OUTFALL FROM FACE OF POLE TO EDGE OF STA 2+87 18.8' L ! " = 20' � TRAVELED WAY. IF LUMINAIRE CANNOT BE 6 CONSTRUCT COMMERCIAL 30' DRIVEWAY MOUNTED OM AN EXISTING POLE, 40' MOUNTING Z STP. 1+59.4 18' L (SEE DETA I L SHEET C9) I E OUT 343.95 �•-� HEIGHT IS REQU I RED. W/ 5 CU. YDS. R I PRAP C 5. -_ 30ROW Quantity Requiren: One (1) Ilght. 8 CONSTRUCT 6' CONCRETE SIDEWALK (TYP) TYPE I �1L LOCATE & PROTECT EXISTING UTIL TY (TYP) � ' • � -;•+ I I ' SAWCUT � ! 1 • REMOVE EXISTING 12 CULVERT F+�1 0 5' CONTRACTOR TO POTHOLE EXISTING PAVEMENT SECTION LOCA STREET TYP CURB PRIOR TO CONSTRUCTION, AND NOTIFY ENGINEER. 10 BEGIN CUL-DE-SAC „T` 18 REMOVE EXISTING DRIVEWAY T I I V<,R I ES 4 0 1 _ EXISTING SECTION MIDST BE EQUIVALENT TO NEW I +57.7 18 L (SEE DETAILS THIS S„ ,, SECTION - I ., 19 PROTECT EXIST'NG FENCE VARIES r�ER PLAN LAND- SIDE- SECTION. ENGINEER SHALL DETERMINE IF OVERLAY 11 END CUL-DE-SAC Q STA 1+36.4 19.4' R J ® EX I ST. AC. SCAPE WALK OR REMOVAL AND REPLACEMENT OF EXISTING NG SECTION GRADE R.O.W. .,h, � i MATCH W/ EXIST. .' 2 5� M i N I S APPROF-R I A i E AND W LL PROVIDE DIRECTION. 20 I NSTALL L I GHT ON EX I ST I NG 's'�► POWER POLE " r:'i'i'"i':''.^,';'�'c�r�.' :.c.� 6.,•.. " ( LIFT) 12 END CURB & SIDEWALK CONSTRUCTION . , , , ,•,..,. 4 A.C. 2-2 LFT .... . . ,.. . ....►. 50.5' R • 3" OF 3/4" - 0" LEVELING COURSE � STA 2+ 14.6 18' L CONSTRUCT HANDICAP RAMP R==40' 12'" C 2" - 0" CRUSHED ROCK BASE (SEE DETAIL SHEET C2) AA MATCH EX i ST. EL 13 CONSTRUCT 5: 1 TAPER FROM CL STA 2+ 14.6 18' L 0.5' w VERIFY & MATCH TO q STA 2+44.6 11.7' L �`� I CURB - 6' CONC EXISTING SECTION �2..2i REGRADE D ITCH FROM NEW OUTFALL SIDEWALK TO MAINTAIN 1% MIN SLOPE P4 r 4 CY` 2% MIN---, f STREET I MPROVEMENT SECT I ON NTS STREET IMPROVEMENT NOTES ....... ..... ................................ :.. .. :°.:.: �.. . .. . . ...:. 'n.r•..r i�i• 4" A.C. (2-2" LIFT) 10' 1. ALL STREET CONSTRUCTION SHALL GE IN ACCONL- ANCE WITH THE CITY OF TIGAPD STANDARDS AND " " S I CEWAi_K N SPECIFICATIONS, THE LATEST EDITIOIJ. 3 OF"3/4 „ 0 LEVELING COURSE EASE'AENT 360 ----- - ---- - - - ---T-- �- 360 2• THE CONTRACTOR IS TO NOTIFY CITY OF TIGA.RD ENGINEERING DEPT. 48 HOURS PRIOR TO 12 OF 2 - p CRUSHED ROCK BEGINNING PAVING WORK. ` I ^ EXIST GROUND -_-__d to �'-I ____.___^-. -.-1-.--- -® SAW CUT-LINE -i --- - TYP I CAL CUL..r� DE SAC SECT I ON W ( 3. MARKINGS 0N' NEW CURBS SHALL BE CREATED TO INDICATE THE LOCATIOIJ OF STORM AND q d , (LEFT) L0 _ _ _ : SANITARY SEWER LATERALS. PRESS WET CONCRETE CURBS WITH STAMP PROVIDED BY THE CITY. NTS 356 ..56 00 cc 0000 - ,� - cr - F ^ -- W .r , + - EXIST GROUND 1z _._... µ REQ DATE B1 1? I M N v rn m + + 0 CL ROAD 352 352 �Ih. +$ -- - - --- _.-...__ -- - - - -- - W _ - w 360 --- ---- __.._- -_ _____._ -, 360 1 103 I5 01 SEE Z U h- h-4 r - _ _---- II 1 - N 4 s` + a PROF' - -. ._ __ --1 2.6X o ij _ Q -__-.o __.. _ --- -- --- -- - DRAINAGE� - --------_ _ _ - - _ d tow N w c'3' DITCH 348 ai - � U ► 348 - ..�._�c: -._e__ .____ __ -.- --- - .____ ____ _____-_ -- ----- - - 56 ' 1 ------ _ 356 --- -------_----___._ --- ...- .-_.._ --LW N a1 .. - w f I --- --- > N� -. t m CO°D W FINISH GRADE - y:. - tt- __. .- - -- _�_ - -- _._��- _ - ._-- - -- - - - -... _.--- - - - -.__ _ i ' 344 � < J W 344 352 ------------ -.__. �-_.__--------______..-_w _ __ _ _ ,y-� 352 '-- rn OD FINISH GRADE ® AC C --- -- - t - _ r �. __- �, FLOW-L1FTE - _ .-.._._ + Z �.--.-_.--__._��_. '�• ` _ .._ _. ____-._.__._.__..____ __ ..._... _-• H_� _��_-- I � - (LE _ 0 - __ FT) 340 -- + .c f .- - - - - 1_3 _1Z_ 348 .3 3 ._PROJECT ao + 336 344344 +n Date: 1_/10/O1HIGN POINT EV 349.45 , EXISTING GROUND -------- �' 00 EX I S1 EL. �, OD FINISH EL - r as ------____ .._ _ -- --- --_ _.__ __--_ }{1 GH P9 A 2+03.1*----- _ _A�,. 6 Z ROAD r; °r'��- � ROAD � u71+99.02 � Scale: AS NOTED * �� ;� PVI STA � _- ,,� •�� "� "� ►'� 340 __ ------ f�iF� f1= -34958._-_. ___ Drawn, y ILII. .. - _ A.D. a -3.61 ---- -- -_-------------._. ___ _ _.__ __ _ �- 3 -- _ $ _ } 1+00 2+00 - 3+00 _.-._--_ _ --- -____-_-. --__ _-_ ----�E y- 31--- __ - - _ z J Designed By: GID q ... L.LJ L.J -,_,-- ^ " 1 _._. _ 336 EXIST EL FINISH EL 336 i Checked By: G?D °.I CAW CUT FLOW LINE m Ln M a0 It -- do 7 N �� d d • Ln 1+00 2+00 3+00 SW 67th AVE. PROF R �' F' �. J LE C 0 ry $ SCALE:: HOR. 1" - 20' VERT. I CUL -- D E -- SAC PROF I LE SCALE: HDR. ! " = 20' VERT. I = moi' ..";�'";gcAs�'ye�t:3ri�;nr°M.YPL"^',.„. ' ` ° ----."_,,,.w...naPA+.-,.,_.._....-....,,•-.....,...,.:......-.--.•,,.,.Naww�•w.�nww.�+. r...•..�Ygw«-••..n.•..� .. .. -.. _. ..._ .-r..»..-._..,.._..-�-__..-_._-..�..�.....-......_._.....�-..«.-....-__._..,._....-..___.._._......�..._�,._.... ....._,..,....�..we.,,,,1. ,,,,_._-. ..,_... .. ..._,_. _ .,.,.Y,Y,. , .:,:a - -.'°.'- wxeiiAniA:'AiAw.ry-. .,..: .,..,,. .._.. .. -^e-,v^--•;•••- ..._..,. w.+aae-....:. _..... _..., .. ... m ..E .-........i -.. 1 L111111111 I�1111 1111111lI Ir111Ul1 11111.111 ,If,lllit Illil!tll 11,111111111111RII IIIIIIiIi I; 111111 t Oi�lL.RY STRIP I ! 10 11�1 +o 11 I 13 14 Ike I� Is 19 7�0 2�1 212 2�3 2�4 zss ze st �o 1 , 'k �I a t r a AFI ' i I Hn •x '4 8 i. ,$ CONTSTRUCT 203 LF 6.0' WIDE EXISTING GUARDRAIL CONCRETE SIDEWALK MATCH EXISTING --- --- -�- - A. l ,'S ( TL Ah TA ) TO REMAIN CURB SLOPE AND ELEVATION (TYP.) SW . HA ES ROAD E� PROF - ----- --- -- ----- �5� tia0 1 N Ci9 B � �' 1916 'Q A '�. �_ l _.._ ---- --- ------ - CURB JOINT -- - �_._ �_ -- _-. _ _- • ._ _ + - __ + V +- , 0 EGO C a+ :a .i -_ ' t . . .' •.-- 5' MIN. SEE NOTE 5 ROw ,` `gq1 A ° ;v v A 4-2% \\ �� , �' �-'\• `'US �f�`--�' _�4`` 366 '�•6g j��`=�`j,¢�'`� 3 6�_`� _ ~380 I o ROA 375 J, 2" 0 3/4"--0" 8,4SEROCK �� ate\ ^ '_ .� _ o. p'... •.� - / 1 ; .rr,. COMPACTED SUBGRADE X70 RECESSED CURB INLETS TO BE INSTALLED IN SIDEWALK ADJACENT TO CURB PLAN VIEW \ ACCORDANCE WITH I \ I S CURB DRAWING NO. 226 TOP OF 5' MIN. ROW W I - /� 1 I �\ � I � •v. �• PAVEMENT J �D x.._29 6„ ENGINEERING tl - - -- - �. 2 ROA ..,-.,:-.- 22 ti T W DAVIS ST D _- - _,....... .,.:+.�..:.=_-. a NEEP G � .• : - - SCITE 403S0 � � VALK PLAN � HOLES 0 Portla.id, OR 97209 2" OF 3/4"-0" BASEROCK • (503) 225-1679 I " s 20' '' MAX 4 OCOMPACTED SUBGkADE 21 p'. SIDEWALK AWAY FROM CURB NOTES: ' 00 ..� .' •p NEW 6.0 MUST BE CONCRETE OR CONCRETE C-900 OR USE HEADWALL - ° L 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DA (S, 6 SACK MIX, SLUMP RANGE SIDEWALKo. a OF 1-1/2" TO 3 EXISTING SIDEWALKUBEVEL END OF PIPE a a. , , • .o •-� a . t" GUARDRAIL pd GUTO MATCH SWALE SIDE 2. PANELS TO f'E 5 FEET LONG. F REMAIN EXISTING CURB SLOPE. �s" 2 r. EXISTINGI BB 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, SECTION SECTION A- A - UTILITY VAUL-fS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. PAVEMENT 2.0 9. NOTES: 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE / \ j o.o; 6` CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 CURB, THE JOINT BETWEE14 THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. TO FLOWLINE 77 .00 STEPS REQUIRED FOR CATCH BASINS OVER 4 1/2'�,OP�-�'' �`'•�j�� ` � ��^ oDoA° 5. .)0EWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE r� �o°�'�'�' �•[J[)�t900 8" OF 3/4" COMPACTED BASE MATERIAL_ CURB IS USED 7R IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. V 1 STORM SEWER - 'O�C'oJ� '' FX/S PRECAST CATCH BASIN: OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. OUTFALL PIPE ° GING S` MINIMUM WALL THICKNESS TO BE 5" R WIRE M TIN A �• DRAIN BLACKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER OpF• REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 0 WELDED t EE G I PLASTIC PIPE ,-kT 2% SLOPE. CONTRACTICIN JOINT TO BE PLACED OVER PIPE. J y 6' R I P RAP TYPE I I EXTEND RIP RAP 2' - 0" -I I FROM OUTSIDE OF PIPE, BOTH SIDES. GUTTER c3c CURB unified �°"° °'' NO SCALE 0 F4 AGUSTIN P. DUENAS CONCRETE /� ENGINEERING DEPARTMENT - C./ I ,3125 SR. MALL&%0. SECT I O�� A -- A INLET CATCH BASIN e «"°' DWG. NO Cy "°�'° °"`)°°" °'� SIDEWALK d 04 NdCE- ((50J 6M-19171 �•-• `� vAx: (003} ee�-nsi MARCH 1991! •� 2 0 �t DRAWING NO. 225 -�_- CITY cARo APPROVAL DATE - r _ Ki --� STORM OUTFALL DETA I L z 3 C9 N.T.S. t EX I S;' I NG DRIVEWAY - SAWCUT II SURFACING MATCH w I DTH & GRADE MATCH EXISTING MATERIAL - 3/4" R 6" EDGE A ? TOPSOIL R W LINE - 2 OR AS - p �, DIRECTED ( " - - SEE NOTE 4 ' � BASE MATERIAL Ja VARIES -- - --- - 6" 5" _ /-- DRAINAGE BLOCKOUT c l SEE NOTE 3 4 < < 1 s' 3 I.D. PLAN TIC 1 -- / d ! - m PIPE W/COUPLING SCE �� l \ e5 X < o X 5' MIN 2% NOTE 3 2� �� <W mW U a�� a "A o SEE NOTE 2 , O _ �, v><-- fr r , 0 ° 0 Iv SIDEWALK �� /' a�:� « < I �c'v <CO opo . o v -1 C 6 6 Q ' 30' MAX ' x , o - - - W 0 �O 4 10' MIN MONUMENT ;ASE & COVER ,a PLANW :BEV. DATE 8Y W A" a W�_ /1 3/15/01 I JRM NOTES: ` NO. 3/41' 0- < 2% W 1. MONUMENT BOXES TO BE CAST IRON OR STREET '"'" :3 ALLOY SUITABLE FOR HEAVEY TRAFFIC NOTES: �11 LOADING #1036 OR 1033 SUPPLIED BY: l .A 6" 6" MINS 8° MIN -� 5' MIN BEDDIIG, BELOW ' TRAVERSE EXPANSi�7N JOINTS TO BE PROti1DED AT EACH POINT OF TANGENCY INLAND FOUNDRY CO. INC. ouTsloE of PIPE BEL �, I• 2 OF AGGREGATE z W , OF THE CURB do AT OTHER LOCAIIONS AS REQUIRED TO LIMIT THE SPACING, (3/4"-0") COMPACTED 191 N. 39TH w TO A MAXIMUM OF zo FT. SECTION A-A SPRINGFIELD, OR 97477 v I 1 6" X 6" 10 GA MESH (541) 747-9172 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SEE NOTE NO. 4 CL+< WITH A MINUMUM THICKNESS OF 1/2". OR 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 1SUPPLIED BY NO M 100 AND : r NOTES: WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. Pio9JEhT i} T S 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 GAYS. OLYMPIC FOUNDARY TRENCH rouNDATION NUMBER MNT002 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SEATTLE, WASHINGTON STABILIZATION, AS REOUIRE9-- c 2. CURB JOINT SHALL 8E TROWELED WITH A MIN I 2" RADIUS ALONG BACK OF CURB. Date: 1/10"1,00 5. DRAINAGE ACCESS. THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET /� --- AND MAX. OF 3 FEET FROM PROPERTY LINES, 2. ALTERNATIVE T't'PES MUST BE APPROVED 3. EXPANSION & CONTRACTION JOINTS SHALL BE I / 2" PREMO1._DED ASPHALT IMPREGNATED BY THE CITY ENGINEERING DEPT. PRIOR Scale: AS NOTED i1 Izr MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. TO INSTALLATION AND MUST CONFORM TO THE FOLLOWING MINIMUM DIMENSIONS: NOTE: 4. 6" X 6" 10 GA MESH REOU I RED FOR COMMERCIAL DR I VEWAI'5 ONLY. 1 . SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. Drawn By: IML R ti 3. APPROVED FOR ALL STREET CLASSIFICATIONS. .7 2. JOINTS TO BE TACK AND SANDED. Designed By: GID Is' t a,. MONUMENT TO BE NO DEEPER THAN 6" BELO`fN 3. SAWCUT SH.,LL BE TACK COATED WITH B I TUM I NUS ASPHALT EMULSION. - - ;R4 FINISH GRADE. Checked By: GID n ------ Ai��I .rwioalo -T_ .rwiaKo sr - ry NO SCALE �� NO SCALE f i0 SCAM �^' A�'�sY NO SCALE .. P. DUr%AS I AGUsrm P. DUENAS / \ AGUSTIN P. DIiENAS i AGUSTIN P. DUENAS TRENCH DING. NO E,acN2ivm DVARTME)1T DWG N0. ET901EERNIC DEPARTMENT I STANDARD DWG. N0. ENGi11EERING DEPA/;TIENT v*v 1Nl tr��M Rw m"e:I STANDARD CURS ,�:,a,< w,u Rro �m"W aaoo>L N>:ta ------ ML. JMENT Dw;.. No. E"'a 26;NO�Kw"' p,Y olo >a ' 1]t!!~8.'M.XA41 SIM YKW. III= Ln .rnx .'PIMrn: loomw►trcN ,t. 25 ao` ' rAttcN ,n.. DRIVEWAY 066 '4� _ °°.';.`::ni, wRr ,fps BOX 7Q - - f R MARCH tAve 80 �► CITY OF DOW AP�woww eAtt - CITY Qr TIQm '-'- At/P��VAL taAx _ O F TI vO1C[ 50 t�► .», APPROVAL DATE wttl �a CITY Or T1CAtQD CITY of TIfARO FAX e4 ee.-��+, sr7 C9 C9 , k ..r--� '" _-_____SSSS.,. ... - -. _ ._.. __ _ .-- SSSS.. .. _ _ ..,...�»+.,...,�.,,.*.•.,K...•,. � �WM�I , . 4. ,.�6!b+M�M'�'1�. -.:e,-,,.,,....,,,...,.x„ .,..,.......,..._.y,...,..,., -, --.._ rr,,.•� ._... --SSSS._ ., SSSS_-._-SSSS +.. ...-.... SSSS.., .. .,.._. SSSS... !^. '^TR'.ww�llltll+_•.+n. , . OPINION= In I I • , > _ i ulf nll lul I,u IILI Inl III, I1�1 tell ..IL utl nn un ,nt IIIIIuII ill► nll I I I►n ul,ulnllnl IIS II,uIlnl,su unl l I Itll 8TI'RT�' i, I +I " alar I 1 t lid 13 14 lei 17 td Iii 20 s'l 22 23 24 2!5 21d :27 28 20 30 YI�I 1� , a. T , t Y . .. *., �,�,:,� ,. .• . ;.. '-. SSSS..:, Yar?k4'�w �.Y,�.i3 c!_YI' 1� 1 ,( �} P - ,, i P .-- . e,. ... I ,. '. :. ,... ... .,, .: . .., .: ... .. _... - .., r,' 'wrr.,-,x.,'u"w.vee,.,uu.u-y..r..su,:air.awW,wi.wv.+..n.+3w:.:,a-:.... ..:...,.:- ... ...-a:.d._..... -.._....,a,.... _ :.... .., ,....... ..,_..-......_.. .... ... .. ......... .... .. .. - .... .. ., .... .... .. .. - ...,.., 4100, .-:: : ' .. .,..a.. .r.._.a„-aL•.ar...-..,-. ..,,. ..c. :.....+.-s.:..w.....,«f>.::wt.w:,«..:na. -.a,,..iw.,xl•.rw.,5..a.n.n.ra,�lule•Y�.vn.,.u.+LYSirY�L,n+.YrWra+Y+•+uvr.Y...t�.a,:e.r Miv .w.re. .-w lwrarw,ar r.i Ju - -.. . -��'�� - General Conditions--� specifications and to these General Conditions. Changes to any of the aforesaid V_ 23. A s,.wer system air-.test and ('vr.H.S.) 'V test report and one set of biuveline "As must be approved by the City, in advance of work performance. Builts" (of either or both the storm and sanitary sewer systems) may be required by OR�� the City for revi`iw and approval prior to connection of any buildings to the sewerFS9 FSE. ___._.__ ✓__. 13. Maintenance of the work area and approach roads is the responsibility of the permit system. v' �•�gigo��✓n holder The work area and approach roads shall be maintained in a clean ✓ 1. The City's standard specification for traffic control is "Manual on Uniform Traffic condition, free from obstructions and ha=ards. A copy of the permit holders ✓_ t 4. The permit holders Engineer/Inspector shall submit daily inspection reports, on a lel . Control Devices Fr,r Streets and Highways", U.S Dept of Transportation. FHWA, Certificate of insurance shall be available at the work area. RE 1988 Ed weekly basis, to the C,ty s Inspector. (see Developer - Engineer Agreement Note ✓ 14. -f he spreading of mud or debris or storage of materials or equipment of any kind ✓ 2. Traffic control shall be provided for by the contractor in accordance with the City's - 9 upon any public roadway is strictly prohibited and violation shall be cause fcr ✓ 25. The City's Inspectors may, at their discretion, require provision of tests and of standard see :tflcation and, also, in accordance with a City (joh specific) approved aat immed:--e cancellation of the permit. The City may at any time order immediate reports from the permit holder, permit holders engineer or contractor to validate FExPWS traffic control plan. A copy of the approved traffic :�ontrol plan shall be available at clean up and stoppage of work to accomplish clean up. claims of material or construction adequacy/compliance. Such tests/reports shall be the work area �- provided at the permit holders' expense. ✓ 15. Effective erosion control is required Erasion control devices must be installed and �3. Public roadway she!' .got be closed to traffic. at any time, without having first - maintained meetingD.E.Q. requirements. The Ci time order obtained written apprc:val from the City Engineer. The Permit holder is responsible the Ure 9 � may at any ✓ ZS. The permit holder shall prr�vide a copy of a properly executed Release and Waiver corrective action ar d stoppage of work to accomplish effective erosion control. document to the City for each ownership disturbed by construction activity, as for provision of timely notification of traffic flow disruptions to area wide Emergency, Sen-ices (Tigard Police Dept., Tualatin Fire & Rescue) and to Tri-Met and Tigard - 16. Property disturbed by construction activity shall be seeded with a standard grass evidence of disturbance resolution and owner satisfaction. aid Beaverton School District. mix, shrubs, flowers, barkdust, existing signs, pavement markings, mailboxes, etc. ✓_ 27, Existing monuments, property corners, and survey markers shall be protected. shall be reestablished, reinstalled or replsc-ed, with like land and material Replacement shall be at the permit hoiders' expense. 4. Advance waming of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign at each end of the ✓ 17. Effective drainage control is required. Drainage shall be controlled within the work ✓ 28. The Engineer shall notify the Washington County Surveyor when the initial and final ENGINEERING construction area 72 hours (min.) before instiation of construction work. site and shall be so routed that adjacent private property, public property and the lift of asphalt has been placed. 1 222 N1'1' DAVIS ST receiving system is not adversely impacted. The City may at any time order ITE 403 ✓ 5 Access to existing properties shall be maintained at all times, including normal corrective action and stoppage ref work to accomplish effective drainage control. r Si' - p g ✓ 29. The permit holder shall p;rvide to the City inspEctor, in writing, the names and ,�4) deliveryservice and mail service and if not, shall be cause for work stoppage until to resolve Port. cud, OR 97209 hour emergency telephone number of two (2) persons who have authority effective access is established. ✓ 18. urlLJTIES PRELOCATION REQ - Oregon law requires following the rules adopted problems, take corrective action and, in general, will be responsible in case of any (50,x) 225- 16ti 9 by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001- emergency. The permit holder shall notify the City Inspector; in writing, of any/all ✓ 6 Traffic control devices, flagpersons, etc., shall be in place prior to initiation of l 0010 through 552-•001-0080 Copies of the rules may be obtained from the Center j-.--- assignment changes. construction ;pork and shall be effectively maintained by calling (503) 232-1987. If you have questions about the rules, contact the Center. Note: Damage to utilities shall be corrected at the permit holders expense. ✓ 30. The pennit holder shall cause his contractor to provide to the City Inspector, in __✓" 7 No work will be permitted during the hours of darkness, nor between 9:00 C�.rt�. to writing, the name and 24 hour emergency telephone number of a designated 7700 a.m., Monday through Friday nor between 9:00 p.rn. to B:OU a.m. Saturday, nor ✓ 19. Contractor must verify all existing utilities for both vertical elevation and horizontal "Competent Person responsible nor construction safety as per OR-OSHA, Chap. between 9:400 to 9:00 a.m. Sunday location prior to start of work. (pothole before digging if Necessary). Should conflicts 437, Div. 3 Corist;:coon, Sub-division P - Excavations. The contractor shall notify arise and redesign or relocation of facilities be necessary, it shall be done at the the City Inspector of any/all assignment changes. ✓__ 8. Minimum travel lane width shall be twelve 12) feet, pedestrian travel shall also be permit holders expense. Changes must be approved by the City in advance of work (` provided for. performance. Contractor shall coordinate the work with affected utility agencies ✓ 31. It is the sole responsibility of the permit holder to provide for proper right-of-entry ✓ 9. The Cit reserves the right to add to or modify traffic control requirements as may ✓ 20. A temporary hard-surface patch Cold mix AC or Hot Mix base avis shall be and/or easements prior to starting work. Proof of right-of-entry or properly executed City g y q y p ry ( paving) easements, shael be provided to the Ci►.y. The City shall in no way be construed to be necessary to effectively control traffic and to assure public safety placed on trenches within roadways at the end of each days work. No trench, on a liable for the permit holders failure io obtain it provide for roof aright.-of-entry site or off-site, shall be left at any time in an unsafe condition. The permit holder is or easements. p p p ✓ _ 1 C. Before initiating any construction activity. the permit holder shall contact the City's responsible for and is liable for hazards or damage resulting from the prosecution of I� private Development Review Ert ineer. (#639-4 {7?) to establish a place, time, and the work. p p g ✓ 32. Before plot ,ement of the final lift of asphalt, the permit holder shall clean and have j date for sere-construction meeting. ✓ 21. Work provided for under the permit shall include repair of existing facilities (roads, the City complete sere-acceptance video inspection of all new sewer lines. The ✓ 1 i. The permit holder or his, contractor shall notify the City's Inspector at 639-4171 ditches, etc,) as may be necessary, in the City Inspectors opinion, to overcome permit holder shall provide the City with 30 days of notice for the vider, inspection. twenty-four (24) hours prior to commencing work, twenty-four (24) hours prior to deterioration or damage which occurred in conjunction with the work authorized by Any deficiencies shall be repaired before placement of final lift. any staged inspection (see attached listing) and after completing work covered by the permit. Corrective work shall be done at the permit holders' expense. r'1 O the permit (engclocVrasterslrioc26 rust) F+� ✓ 22. One as-built mylar drawing showing all new putlic, improvements, including any W ✓ 12. A copy of the permit and all attachments, and a copy of the approved construction revision made to the previously approved construction plans and, also, any plan and all amendments shall be available at the work area. All work shall conform improvement which may impact an existing public system or facility, shall be to the permit terms, cond-'Jons and provisions and to the City appruvocl permit provided to the City by a registered civil engineer along with an engineers r� O plans, and approved plan amendments and to the C!!& standards and cer+ifiication of installation compliance (form .attached) - - O � rrvv,, E-+ - APPENDIX F - General Notes - Grading Pian Permits � APPENDIX G - Compaction Requirements � Minimum percent compaction required for bedding 90% � Minimum percont compaction required for pipe zone 90% x STRUCTURAL191 FILL: 1. This grading permit is not to be construed as final approvai of site grading, embankment Minimum percent comparison required above pipe zone 95°/b f 14 k or structural fill work, it merely provides for initiation o► work and is subject to change Minimum percent compaction required 90% tai+} Test method required to determine maximum density T-99 pending Cry approval of the entire construction development plan set. Test meftd required to determine maximum density T-180 ` Different Requirement for PVC Na 2. Spreading of mud or debris upon any public road is prohibited. The City may order Frequency stoppage of work to effect corrective action, at any time. density testing in loss 8" lifts 3 test for each feet of fill In landscape area 85% 3. Effective erosion control, dust control, and drainage control is required at all time:. The ROAD SECTiCIN EMBANKMENT: ADDITF.,idAL INFORMATION/COMMENTS: Ciry may order stoppage of work to effect corrective action, at any time. Y'` Minimum perowd corrpenbon required 90% below Y of subgrade 'When using nuclear gauge, two readings at each site, the second at right angles to the first. REV. DATE BY 4. Embankments or structural fills for roadway construction or fills to be constructed on 95%within 3 of subgrade The two reading will be averaged to obtain test density, buildable lots shall be constructed from excavated materials acceptable to the soils 3/15/01 ..SRM 9 engineer9 and shall be brought to rade in lifts not to exceed 8" loose measure. Each lift Test method required to determine maximum density T-99 or T-180 L __ s shall be compacted to 90 percent of maximum density as obtained by rMSTHO T-18u .. compaction test Fete tensity testing a4 embankment each 2' of'embankment 5. Stnictural fills shall comply with Appendix Chapter 33 of the Uniform Building Code. ROAD SECTION -- SUBGRADE: Construction on e5:riating slopes greater than 5:1 shall be achieved by benching into the --- -� - existing bank a minimum of ten feet. if the bench exposes sand soil an underdrain must Minimum percent compaction required 95% be provided. The underdrain, if required, will be constructed by insta{iing nonwoven fitter -- ------ " ' fabric. equivalent to Exxon GTF 12500, along the bottom of the starting bench. then Percent compaction regwr&to what dept below subgrade 1 foot placing a six inch layer of 1`r4" - 3/4" drain rock, and finally covering the drain mL* with Test methW iw"red to determine maximum density AASHTO T-99 b; the nonwoven filter fabric. Successive benches will be constructed with vertical fill between two to five feet and be compacted in layers not tr exceed 8 itches tech 8-inch Frequency of density tewAing of subgrade As needed layer shah be compacted to a minimum of 90 percent AASHTO T-100 density. The fill PROJECT + slopes shall not exceed 2.1 at finish grade. No rock or similar material exceeding a 12- RO, CTION-AGGREGATE BABE: NUMBER MNT002 inch diameter shall be alletwed in the structural fill. Minimum pwcent crAnpw t cxi rewired 9597► / Date: 1 10 U1 8. The geotechnical engineer for structural fill shall be notified 24 hours in advance, by the ' r � Scale: AS NOTED contractor, Of starting baric►+work to determine the need for an underdrain layer and t0 Test methods roquered to determine maximum density OSHO TM 108 or T-99 I verify existing conditions Frequwwy of density testing of aggregate bow As i-.eecled Drawn H9. IML rc i 7. 9 he City shall be provided with a copy of the geotechnical engineer's Designed By: CID reporVrecommendation changers ROAD SECTION -ASPHALT PAVEMENT: Cheeked By: GID 8 If sphngit or ground water are encounte and during ,;onstruction, the contractor shall notify Min+mum Mr*M c nrodion required 92% z {� the sails and civil engineers of the conditions found and coordinate his activities in a manner that wI0 ahuw the engineers time to review the situation and prepare a plain to Tari rr>r;�thod requir�ci to ctefertrnnc maximum density OSitD TM 306 property mftigAte then water encountered Frequency (A density !vesting of aggreg4e base 5 testa minimum" y' " ` 4 9- The contractor shall have the soils engineer take e.Ompaction tests. A minimum of three Avewage density tests will be required for each 2 feet of fill. Rall time inspection or sod chedur>g of compaction spot C10 g L10. Excavator must comps, with QRS 757.541 throLQh 757 ,!71 (Utility pre-notification, etc.). J UlfiM Iftt&HJJ&qKF1 �. (Ber►eath puttcement a sldewaelk) www_nw•wwww•ww1r�•'- wN,a,r"w ova-w,+,.+.n� ..+_..n ... ,.., :-<-v.. .,,, •"�a•�"-,'X^MT�R!'+!!'!f:�,nT u.,-....aa::., :::esu' . .:- ..'r..;...:. ,..,. .,.. :._,. _.. . , .... ., . '.+��_ ""lR:�►J!A"" ,m . .AARPR�IA!RT..* '"'' ...... .....,.. ., _ ",." Get illi(rill ill+(Ilii! +I i 1 i+a. i 161 IU!Nti till l}til ItU I.,!Nt I!U iN'�I e'., ,::'uT.�' :«+.w.nwrs:a-i.a.IW. t!i ( I!Illtl�T!il!.II!+tit! III�Yf!I_i! ,.aeo+lIi,� ,YlWl:YlYlltteLii to II 12 3 1 1 4 YWNi.ry1Mnilla+�✓,lJ:rill+n l;llirll!re r� iull�llll'uull,l, Il,, 211"11;112112 1il , a,�,2i� 2e��3eluln±.2r;re.4I+; �Ilu9 l3eli1a,�i��ti l e!! yl aI. , F(t., 5 L _J I �Q 2'6 310 d kg ILL : , -'_•� � .. ,.e 1 ,MIIIIR!I.n±r'�IT!11'q+.^yna+.r..a.ywsnp sn:.xnn.ewi.^"!'4"Xn^.,r�p"4',,,.f,ro...w-.>,.... ,.....,: .-_..m:,..,...,... �r' ^ 1 N11110 4.:Ili 4 O b- „Trc 8 a G+ r :j. k F ,1 Jr t 1( ji i if I I i �:v v f r ` 7 Suggested Plant Motcrial5 L15tin : BOTANICAL X"E QUANTITY SIZE GONVITION REMAR+C5 TOTAL COMMON $AME CALIPER S. W. ATLANTA STREET I , Bt B 5 Trvnk MALS 40" -.--- --r---- _ ._-------- - a ` N1r •W)kl Maple (Min. 5 IN cal. stems 0,0.) ao! c�2awcovAcer cvinatun g Acer rtsbrum 'Armng stro ' h 2.5" Co I. B B EtUALS I S" / cc x e�osaoN Armstrong Maple ._ - - - - - " - '�'_ - •) t� 1 Acer Truncatum z Plantanoidss 1 2.5" Gal. B4B __ EQUALS i'TS• __ 1 _ 2" Gal. 545 EQUALS i2"Betula yCtcQue�nontil Y b i .,kic ucmarett Birch Pstdedotsuga menz�iesii 5 12-14' 84 B L=Ol1AL5 I-1.5' / " - - Goy► r w Dov las Fir (5.5" Gcai. Ea) I io A,G REQUIRED MITIGATION: 106 INGHE5 TOTAL: 102 CALIPER INGHE5 ' 1 �I-fFt�JBS �o- P 4 - cA,'r 1, C40MMb,N 9EAA9ER$t.. 0 Berberts thunbergia 'Crimson Pygmy' 13 rr- 5 601. Gan 10- 12" a ° "• - el•�Itaa.D cA1AY 1�rr/+ - � Gr ImsOn s•�Gt'� CX�K L.Jcr _ \ W � ♦ � a ` •,..�, � ' ,a ,. • GO9"!�'ia'I DEJ�RH�RY LF Euonymus alatus "Compacta" 51 5 FxtJ. Gan i6-24" Goan"apcwt vlin>c�od Ev lZ a A�SOCIAINC. Euonymrus japonica 'Silver King' 4-7 1 6a1. Gan 10-12p 1 I ' LANDSCAPE 511ver Kin I d ARCHITECTURE Caulthertia shallop 22 2 601. C.un 12-15" I = mitis - AND PLANNING I - - - � - IAN ItDTATL'Cs) TN4s A cc�r•�•iON -"r'r. �� 3-.Ycaetwn 12840 N.W. CORNEAL RD. T' PORTLAND, OR 97229 Cornus $ease 53 2601. Gan 12-15" 11-100 t s -t.ANoxAre PHONE: 503 643-4796 �# ROCKSIFAX: 503 643-4798 Kel"y Dog"-Ood I ' �24--51L1R,K KM / a(cahonia aquifolium 9 5 Gal. Gan 124" - f ,� Ore on 6r _ I (A • Piens aponicu 'FlamForest' 5 tial. Gan 18-24" jI I Fume Forest Plaris '- 1 y Pinus mugho pumila 13 12-15" 84 B I - .c cARs�tT T I I -e-ERALD CAST 1 Dwarf Much Plea I ' Rhodociendron varieties: 1 2I-24" 545 ! JGUn Mart RjxJCiodla�ndf'on I ,• . • • . . Viburnum pli.catum tomentosum 4 5 601. Gan 0-24" 1 Dou"leflle Vburnum I I pep 0t,r MAON KO I t-�ROUNDGOVER I 1 s -�-VM KM l L_ b -MLv�bjft! &-cOWACT 1 CJOIrY14/'S 1 27Y`N114J5 QJUFtYe•4!'� I 1 Arctostlaphylos uva-ursi 86 4" Pots i I I I L �W �To PEXAM rRQ-Mwmcr+d+reczAd- 1 By THE AFb01'ttST I Emerald Garpat C Bearaerr� - I euclae�ltr t rai rU940ye ALL e"TnAS 1 I CITY WATER TOWER UNP" RY UNOME OAK - re* I I I APPROXIMATE LANDSCAPE AREA: 1,500 SO. FT. I I ON THIS PROPERTY oTkER WORK aEau►!QED. KLTI-1R W AM OAK TO I a iM-GIT•6"MV LAN% ALL W LFACM CL~ON �a IM TRl� 5• D14. 61-01 "OVe• Lo le !'trs i V" r.s- ssWFIZ�W.o ovc. I 1 Vo Not penetrate fto'ot Soil. ' Tr*o noombber Hase i e/ 12 65 % o_ Li�►ND�.u-GAPIA: SPEC,IFIGATIONS s, I Tree - From around To ear st 1. L,6tQ5Q6PE CAONT L CT09; The L ondscgae Contractor mmt have an Oregon 12. PLARMS TTS AND 58MM, Punt uprkjht and face to give best �,�••, 1 • &%nch• Urwlv►oopo <.ontractor's 1lcense and be bonded in the State of Oregon. arcs or reMON to oqx%-t plants and structures. i� Ail planting bol" shall be excavated twice the size of the tree, 0 8 e aer Top t a• v Mannish labor, materials equtpmcent and supervision r;ecessary to shrub or -groudcover root ball or root system. T;-coo planted era O/ 13ai1 Aller stcakr+g.Pfoae Top Ot complete ail work shirr+ on then VVow" and In the Spoclflcatlov*- undisturbed er�'ode phare po"ble. Roottsatl �' Min- Above Ad 5. Perk to ptar" each tree, shr b and groundeo•�;er, acs BEST- � ' I AF Mrish Erode Of Plan" Or Tug► g. ' ore all gnaw plant material after PAK5 b� (orcordlroq to manufcctur�ers resamrnernd�atlons) In W4 '�_ Arena Thal for e,4,x'atbn of ane full grow season or arae t�ac.xr, lyottfwvy Of each hole. 14 fwhkhs►wr b► Replace plant rrnateriai nod survlvng or h poor 0. Loot4o n and remove twhe bloc" and bwlw from around top of /��, Z I KAch Crcls hbtOr 15oalm I Ino mh. GOrdttkm exc�only lo" xdue to freezinS vandalism or rxt,o cnd neglects on the part offf d oers. each ball. D. Gut off cleanly a", broker or frayed roots. µ,4 Palace and compact backfill soil mixturo ccrefvlly to avoid h �Y� 4" M+ids� Dark 1,ykJh (:*00 In_ 4. Fhai roue i tgrode will les establtsP�ed by tine c9arnera! Gontrpctor, M� O saws. fhe thish ode GonlractOr. 8" mhlmurr� crown r free' to roots, fill all voile. iNw planthg hole Is three-fourths filled, spread even�j arowid hall tarda ygr��ed�ar•eaicas to provide adeeNrato dr%-*KW. outer circurmferenas of p cavity (Cortrmerclal Mix 8') 8aeuirf111 Soil Meclurs As Jpecltled. I. All ogee ilon cornaiw etC3 + � 5. IFIL= Landsc cope 4Ncw*roctor to Y" with Owner end aerner•al "�'n T°Q!'poon Goribractor who is r Isle for and hstall line 1. 2. All taeo�galbn corotakwov I Tableoroon F- �� r;` Ja:ar wails It mom C+f e*Po*"e '''9 3 � S. Ail three to leve gallon containers, 2 Tdblosfpoor* --- R4 > f ` My can be detsrm on' fl9ue'es given= topsol Fit. 4 Of I 4. All suer ert or des;kiuovs trees, I b. for etch cal I Thee Root 50"iccrde t-ie.•�1el WIa for areae and 12' of topsoil for pkr thg cress. If requrod, hch+ � 4-ttnches above top of root ban. fie' t imported topsoil to be f the fertile, f a of area, er , riable, free /r�rkan Prod"u Mem roots, sticks ckads stones I, Hhen hole is rnecrly filled. edmploteky soak and allow wafer to I I f matter longs a Contructor�to f 44- atopsoil I course h soak awl. Phil holes to finish gratis oM prepare for other work abet Rootbinll on u�,rest mei 3aiL _ his bid. (46 u'. tads -Qr� h9 system hdk4 addt Ignh.o! hg-In of trees coma Orvbs by the r.-kjotlon. Revisions MMT-PA" As hied. l�ST .IIZ �c A. etiener•al� owed brands west r #restgrner>tw of Ik.able stents IS. i�T�iPl6� DC7 E�RADL� 6ra�':!.es arc! dopes h snc•cordax..e with r rrcc��hh TTpN s 9lirvbe Typ. felrtlltsr Afprovod h ItiAig finish grad&* eetablisned by c�,cy FkM har'i�ose relsul from ock0aon 1/22/01 eon" dry and f w flow of lean mukh h all planting bed areas. 6rocle to 2 to 1/2 Rhos d. C•-ognmaeccbl FAx 'A' - S 3ionr Rsiscaiss Nltrvgsr►, 14-1 -I beloiw border" povhg, curer, waft, etc befogs appiicatian of mnaich. 'Root ftwrler Rib. "WV Trees G. AgriGWtwr of Gypsum y� M!0 �p Ar+ I We �'-O' d' ivy curb or 0. Gorrnlsr•ckal t Stix '13' - 04obfoot 10-1540 Shoe R.elecmo 14. idAj IkatW* of h �bictdea to all plcnting areas - b �''' C. Deet-PaIr& (1'kw" F rtlhlzer P',xkets)t Turf Cer+tar•, 243-2140. mu ascan-cling to m.�rarfactureir's ng,r weed ccwrol. 1• r��rne u Orden Uv(post, as provhtad by 6rtvw TREE PLANTIN& DETAIL 5HRUB PLANTING SIMILAR •f'lerisl co. &wr""d, Oregon, t'�os) e25-"!12. Is. M, ��Mich shrub plar,<thg tr_ds with 2 hci� n**Vf n .ager spec wfthln 2 days atter pkatt,•'•�a. Gauer a. I= = AND STAMCINd M61CM a, Reter to data$ ore Orcmi ngs. ermine Flcvnt" Imo, apply evetnl4- OaawN 7A1►1 NOTEY. 14. Free f-� m moxfous "ood seed said all fcreige moteriah Ib. MAI] Cl^NGa S k M o narnce Invne 4ote aft for s(xh shrub d C14ECKED HSE harff#A to plant I0w. How4oek or fir, w4wb^ grind, -1,5 • '3/4' size. tree pla+tee�. and malrntQh pitarn nt period of 50 CATS 10/24/00 ti I. N8 >fTOUG MAY wTTTvnw MRM coNTA1NeR sTor.K ori11AL lIRAC�C. sifter accept�gnxe. Be for tis follo.ehg work Iten+. 2 C4WAPWk STOCK MAY BE t �'rVIEW KTH sod'3TOCoK OF l�GIIJAL- enter. IO. Cuwr•�MQ& Rremovo stone*, mortar, ronarets, ry*4sh, aisibris cnd cmy dug nroAreRsnar+cs psrbd. Water, wised, cultivate, malntah mulch ,108 wo. 0056 0, PLAINT MAMMAL 944.1 COM`�OI'!!�1 "TM At4�RV..M STANDARD FOR NARY ST00r, e«nalerlal harmfvt tea pkv* Ilfe from all pksnthg areas. airMcl al e*a �cothne�ne�� Pier iork!tw�mr'P� �� 'p'' �� position, i 'l i II AM ZC.l. K" IM""M any 4sosary I - 4. A" T *VA.L sem' 9P-# i #M. 11. 20L MWARATM 6M M.A?tTlfdl9 AMF.M , S. K M ALL R.A NT WO t1R9vs t►IITM Z' Ht LAYER OF Mt1.4.0. followingIRRIGATION •. IN IM VVMfT OF A Ohila:lWAMY WT RM TWO 14A?rclMAL LtsYrOW AMP Tile sol iQoo .R �olirtae+rn� of tnatsrkll evenly mixed Into existM►g I R R I GAT i O N PLAN ( � V014* 1M Inc I.WWWOM VINa• a vy"M Tile M.*ff 9101MI a MO Gumff TIR'S Rt-2. 1 _ 1. N TiE EV}is!!T CIF 41,10TIQN OR LACX Or CA.A Orf- ON 00,4#06". LANVOCAf'E Z• +•ypq AeMnrinewnt I 44MTRI 4TOR 19 M CALL LANDS AM ^FWhVWT "Aft1$E Iii. LS be. Gdrealiw�ralat Fla rtllltsr 'A' TO♦. LANDlIIdT/V.L.AMN OP lr1.ANT MATeaAIL //�AIiGM'1l�GT PRIOR � � �� 0 10 20 4. ArJ4W PLANT LAY"M AS IGAMM TO "T auVOATM CAMPAM PATT1:ltdll. I or a �,*.*M.�r+.--. - ......._.....__..-...r..w.. ......._.........._..�w.+...«-_, .._..__ -1.;-........-.,..-.,.. .__._.---. _.. ..w........w.•., r _,..._............v.+w-,... w .+w.wwrw .... L�. .nrwr'k Ylu'F +. .. w.,a....«.. _ - .+'f ' .,�,� .,MI _ n..�+.4b+•�.uw111O..._..'nM'IIggAMUtNF�A. ..,..,.,, .. _ _-_....._,._- ,.....r.:,•....,..•�...-. +.w,.,...�. ,........ ..__.., .. ., w ,.. . .w ....� .,-...... _ .. i .r 11� (, I�j^ f,. ;F 1wINl 'I�IF1441 ."r ,•. _ , '..-.. 7 ' . Viii ' .I��1 illli is , , o ,a ar. t ail .ilrLftrii';r r i�tlt.i Irllf. «" : . J <Own.e 10 1 e 12 3 14 Ire 17 Is Ip 21 22 23 24 25 2'8 21� 28 c9 a0 1 , 119f; wool � x ^ , Y a .a { ✓d t I kk r 77 IN f: 1 i � ,ii..YYi1•rYYw!!r— — - —_— —A ■ r..— ., .r ,— , __ v—..s .r •` '4 P OIIYAflD A k1ENTRUAt r =410 • r '.POhT.r;NO,OiEDON OF 4F W� ' • 7L.-,A%1 14`- d a � Q° ° v •� d e v 4 4 - - --- e d LV -— __3 - e • • a • cr 1`'• ^!`I 1 u �t .�'r/ ircular Wall Mount) LE St,it" �� if - -- ?�'7 1R/A6 -• `t 1N�� rw -- ---- -- t t o ?r 0 -- — - - ~ - ' • p� 41 {'.i MATIN d+ONT WH � - Til — AtS • u• f I � . .v _.__.- (►•� for Ms _GlPil __ 1`• `, •' .1.• .1. .• [y W6Ct�11 c�IYIMIKN Ili \ � ',• y''ti l Y1' r r •f<. W VI► O w _ r'I saw _t[t o w •x. GQ4+ Ow,/r l/I sal Ns lrr .. 1 I i�rlrs nlra i�r. —ll �. , •* i, 1 r wawrl%n rexrw caev r i Win ON" "A �r r. ,�... IVA WR Ma 'l I Q • �.4N' "r - - !, low b ftft "k „,. i ii ' ` I 1IN1s•I•t I M1 t i �.}�.,f{ 3 J ►: �w...l.sr.•nu u ,. ',� i FRGw111ttE "g4WT l� u• w..' .__moi I v� i I Iw I>rr lNILPxs1aA I D �_ i i �� 1 �"r 's '"v w....•SUM 21N,/I17M L'IMM 1111.1 ► •_jl. r - .• 10 'T FOP- ew lcL A- I SCALE: � t -Q I � 1111 { _ _ 10 8 Alard f Anel PACE Serie:; T I I C2TY G,� T;G;' ,t^'rl.' 1.. ....... M OR R �(/ I�� I VIV O'�✓" �D� �d� � - J Si?U �.i :�' tom. . .•, .,.,, ... ... .......: .{ ,� � Job Aa.��: ._...Darta:SHINE ._1.�.1:k� a ,• h v n.,..w.,os• � « I I I ! `✓A mit t' I / for Ir 1 RP erosMalhe � i IOf 1hB BR aBINt Y,rv+th,lr!•ra1II� Aug." t«w I i 1 Iti b A■•,r1 l• � �' ;j wwr, - �w■a.,l■ ewn, .►...aw. 1 f * � � � O OFF Af 5uncco 'S C•a. IW �W t�¢Q'6 I c;•a!Ir T..�' �; l �'i' --- r— ,r __, / In round ►�^G� I J / I ulcnor mourn I •,• Ari W n� . �- '--z= ', '•r.�-'/�.'l� g,,•�=' - / I � '�'" laG�lNT I - _ / I I ��l��+f�G.=,�,' ["��`-,r'��!� f dam-'' �. 1 I�� '� i �•��r� ' ._ � i _., ,._ � I • 7 Xl Jb Y 1 .L I — j�(✓' � he B, R t:,n 4,,r, FO r -.g�= i�� /�L/yf�Ud l-L� !o . 1 rL y_ - I ( Thi BR 5enes. .still Numbar Ona! t-- sa -- - -I The lastireyl popularity of these bike ricks is prt of their I I durabil ty, beauty'and adaptability.The entire ials,with its srr nMh graceful lines,Is one of the most el arl2 pieces ` ' �`' I of street sculpture you'll see for bicycle p ikiii Weather � a - I accommodate the t h 5 rtn t a p<otMem.All mod^Is easily , 1 55. ! �,.:_. _.• � �.-- :� •� ��.rr= .••�-( '`(�u''" y`tg urry u•shaped la�proferred 1 B �`_ --- pis ir::. eC by bicyclists.Each unit Is constructed of 2-318 I'D.X a 0 154" wall ASTM A53 schedule 40 steer pipe.' ( , Accept.no substitute! r Th, *firlisftes are avc:l:,ble in all sizes.They ah. _ 1. Hot Dipped Galv&*zed(Standard) 2 Power Costea TIM � � �� . �.S/,,��'��,�, � JIl1� G-1„c,, (Optional)in Red,Blau, Green,Blue.gray,Wh+'r or '/ifs �'►`v r I Bronze.Power Coebr y is an olKvostaiiCallycolor polyester roatin._ 3 to 4 mils thick and ot*d n cured 91i b,1. —- J10' ----. 1 at 400 degees C.C 311 us for special oder cokx�, i-- I �� r j "�i�' "":• �/ -� �^+�� '? bC MAK Of UM �`t�,1'4i'� I Z St81r118SS StP�1 15 0ptI011ai � lr the model nurrtbErs ir+ttrcate the number of vi' that MAIX 10 each rack holds.Exam le: 9i Ir 1 h' 'n*ach I 1 • � ( ,•-• ,r s��r !' G,. '�,a + It has 5 I��ops mid holds hike 1 ., loop pl • I •�' [� •+-� '�:` r�� aw-ti .,�, �'" - I t at eaca en .I _ .les are 31•-_ I I /�. ✓ / �t�r�l�l�I�)R�I �J r«NUwlnYWgtlLr I I i I To ao M r�w�,xW e i I � r o w r,y,wlc.�a ao,e .:%�; �N�U K�11'+�� "I�l�:--Y4�A°t'a✓' 160'�a. ! � G _ �, nIu 1�M.tr.� a , t , i:: e1 ........ ........... .•, ...,.,. _ . ._...,,....a,n-•a,.,r, ,-,ry,,,a...,.•olcarax: • .:..,. .....-.e.: .ewe...-,r......r._r.a.., - - ..,.n.,n+.>wn.R...r•.....,.•,•..n..„...,........ .. ....,_, .., >�4�.` aA4...e.r.r .. .. ..,.. -: ,..-.. , _... .-..r--_ . ..,.:• ,. �- iYs,�,a.+..*Mi.-. _..• ....Nf.:Miwrl+Trt'A�Yfiw�,•;.:' - _ .. - -.. ,,... II►la , ,r tilt lilt I11! III! !III IIIIIIIII Ilii IIII ill! till Illi 1111 !II til IIII IIII Ilt I I II 11 I II I I i 1 + 0111 I I I I I ( { I !I 11 I f I 1 I u II i) 111 IUIII! (f It111L til !�! II( i1.1 II1 llill�t Iln{un�,illiflil tlnlulil,illlilll lill�t�ll In��ini nllli ll (!fii t t ! 1 f Ilt) ill L■E�iOL"STRIP b ,� • 1{0 1 1 Ill Ila 14 Ile 17 t'e tl9 ztv 21 ail 2�:� a�a a!� ale 2�y z'e a'o ��o .k a % !Q Ill IA w J 'A1 ti ,r . LFy�. �a � r x{ Y .i 5 did, C: , .., k3o . h .e4—Mrrt..e-{114i.w.Yi.e)uri+r wJUYdlatlw„e,W,i..uJIWW.1vYar.tl�.VLLwNMaWMM.rV,W. ..e•w...�. ._..:.. MIN 6•: SYSTEM DESCRIPTION SKETCH AND DESIGN DATA w:n tralw pype.•m Pada. IRtCGf)E C 1,011ulwy-+' +. 1J n-m-N-aii sys M SntETNCSAM 46 —• -- V•. �. SA Bawl or-arpm&W Alop $A921 T uarw.e F VaW-p-24'or -m,tf.lCW 24-LC Wrl -�at•tt GA FILE NO. WP 3514 CWse io p.�sl-1'IHER"jkRnsw"lWa;.Mn Plow lols.c w�"i✓[/ /�►ir it i-�(y' ��, �'T �' ' _ �, .� +"•� �� ., \�---- pladk wrrr att m UNn t 2'o�--R•tnr'fn-*air un tneo r i 3 Fas•a un c WnrwlP�'m}++fop —'- +•Y L I I ice' h• r low ILL im pue rl iw wt-v oND wS•r.st In,;Q MSt epHM.S twolo'g-�it•ti GYPSUM WAILLBOARD�W(yOD STUDS _ — -- ,z+►• - 1NIN t 'ice► � II�' '�' �✓ �, ��9�"Z�'a (4� Vit.- • / •�� ■pt 1f•OKRA,A,nREC00E C aH sno.awl lndn sruf•u _ • Ono layer"J/e'type X gVpSUm wallboard or veneer base applied parallel With or at right � ��[ up RA anplos to each side of 2 ► 4 wood studs spaced tti' u c with 1 t/4'Type W drywall �' e' �� EIR ce EctQ �,C10 < «►" ' t'-'r`�� acrews 12'o-c. Stagger�otnt�Hach fide (LOAD-BEARING) a, ry$ 4 Rear W+�1 d Suna.rd Stan �' (� �. • `ftp ' = ` �'�' �' 144 'P►F• ��► f�• do let 1 ' ._.r._ - -_' r' a 1 1ry(./��7 - `- - -.gan.l• •afi'1%@W:MA Uw•wl h al•Mredlc„Yr,y'r,e0,n PwA of maM Doug dNnnw - ,/ ! I�1/ - ` b/ 1 ^�- too thickness: 43/1' t cteetenc• 1 e 4161nun LCL , gppmx. Weight: 7 psi kms•• '"n _1016110661 1 ll ) Fire rest: SWAI01•4611-619,8-19-92 rt•,t•M• 61 Fig. T.n tl•Pln 36 m•. i ` �� Ry Sound Test Seg WP 3520 Fig.3 t - l�� /'� LArato Clearances r ..r�z 17'` ►�/ �' �'!—' m ry _ BAYAW A�ITAU" �1 rn.5 ..f_� f� P TI�fD,ME3 N �. > I ldl Side Weill OF j L W 141VU M. ?Tt� 'Cs F�� Ata - ol VV V1W--0- u N+'1 't �d q4 'V6Prf�IN(/ elm wt�(w vow t— WIN r I � , 41" 1 o- mati ami A sP/4�PI�'�1aq _ : 4 Aq I = I NLA v 'Yi0'I=t S Pu vT v p �i owl , 1 I 'WON I Ail V ' t 0 vV r � i �,o 10 �,� •T'lrj�lf fifi�� %L d- 4r '+� I �, �►A�a'i -rte t V 'rA'Io*qVf d5l1 " I x w ��,� � '� NOW �Ma Z I ?- '' i+�ry � ► I �i�c ar�G, ;��. Ty, ro a i New t+� i '��I'1r�,�t p�, � '� ✓,ow'Nr, r . 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'�ID�:e«r Wr,,.w,n.:e-aw.,�Y.... •:-nbw::. .. r.....,,.«...,..o,...,.,.-......_. _.... ,_,.:o_.... ., ..,: , ..r_Fuyr�yu+a 'IeIC'R!B l wxs �Lt!•.•.I�wilrMYiif•11 .. �i'11'%� ARC,,_ GMV1g+Uf1 I t9CNERAI � � r �FN_OKFICE SL�GGt ___,p�QrT_NpTES DUtt7AI4TI0�T NC3T951 (;gjj ,DF.? CE �ILDIN p00TING 3_0U' V1193 Capacities based on 2500 psf. ;�,,-A, 1aIHE-Z 5PEGIFiGAT1ON•«.Art 6EHERAL IN NAUM AND ARE IHTiENDED DIVISION I MOISTVtF Pi?OTEGTION AND IN�J)LATION SHEATHING SCHEDULE: GREEN OFFICE BUILDIN_,TO 5e'T MNIMUM STANDARDt�FOR MATERIALS. HORKMAN6HIP SHALL.Y NERAL COi'ITR/ACiTCiR OR ONE PERM VAPOR RETARDER 15 TO!!E IN6A1L1.ED ON THE YUARM SIDE OP ALLBt i:OF(TRL4.LED AT 6000 QUALITY e1 THE 6'E CXTeRIOR PLOORS,HALLS AND Ce1LINGTC*VEL-OPER. CC*•iRAGTO'R TO PROVIDE ALL NECESSArtY TEi PORARY MIN1hUl1 R-19 INSULATION IN R VF. NON-HEATED BiILDIN&FROST PRGTEGTION ONLY.SUPPORT FOR WALLS AND FLOORS PRIOR TO COMPLETION OF VERTICAL QOOff3 eethin9; 1/2"plywood(32116)or APA rated shdatt'ling Conner_t Roof beam to 6x6 post with (1) Simpson "CCs-1/4-6" 1• oif ice^ 4" concrete slab on-grade with 32,Socs33'-0" square x 12" Chick '•..�+�R46PlANC !AMK.N. LOAD 6YUIF"9. UIV151oN A DOORS AND WINDOWS column cap. Connect roof beam to steel tube column with #3 at 24" o/c each way at 1-1/2" with (3) #5 each wa at 3" clear of bottr,;,. (Particle board,oriented strand board, yflake board, or weterboard, etc') clear top of. slab. On 2 sand blanket IZ«OOP LIVE LOAD :�.P5P (SNOW* MErAL DOOk. HOLLOW METAL- 20 6UA6t FLUSH PANEL BOi IX0 TO NON• 5icnpson "CC05-1/4" column+ cap. See Special Details when IVI►�LOAD +30 MPH EXP 9 WARNING CORE !)OORS rO BE MORTICED AND LREINFORGED TO With 1Od COM nails at 6"U/c all panel edgos connecting GLB to a ar.eel beam. on 6 mil vapor barrier over 6" !min) gravel aseSLNV L 60 M j RBCEIVE IIINc;E`�ANT)HA¢DWARE. FRAMES TO OE IB ISUA6E I ,and 10d COM nails at 12"olc field. over firm, original aubgrade. 4'-0" square x 1G° thick AL_OWABLE 501E fif ATtINb 2CJC�O F'vF HITH WEI_PT!'D GORNERS AND ANC,HOR5 10 SUIT WALL r,1RIKTLRE 240J1$0 with (4) #5 each way at 3" clear of bottom. FAGTVRY PRIME PAINT. (Edges may be unblocked for shear) ( ) 2. Roof sheathing, % plywood (32/16) plywood or APA sheathing. 2 provide ®r ar l#4 x 24"r24") at each continuous See Sheathing Schedule. i + D CpNDiT10N5 O++ ALL t:XIT POOR5 SHN_L bt OPENABU FROM THE INSIVE WITHOUT r1E U+ ui Bar at all Corners and intersections, typical. f C ONTRAGTOR SHALL VERIPY ALL UIMENy101._ AN S' 0" square x 2 U" thick 62,500 i 1J 5. DRitY'UF'69 AND IN TF!F1tLD CCK7RD1►1A I E OPL=NiN69 THRCJIYSH KEY OR ANYSr'ec1ALrFrc7Rr 3 , For connections not called out otherwise, comply with U.i3.C. „ ►t+7�iR5,R4r�P AND WALLS APPLICABLE rFtAI)t:S MOTIF' L&SI&N ALL EXIT POOFL5 SFW L NCI BE PROVIDED WITH A LA CM OR LOCI:UIsLE55 IT 1.� I Floor Sheathings 3/4"plywood nails ) 6 APA rated sheathing Chapter 23, especially l Table :.3-I I-B-1. WibINEtR OF ANY DI5GRt1'ANGIES PANIC HARDWARE With 10d CUm nails at 6"o!c all panel Eldges P P Y with (5) #6 each way t 3 clear of bottom. FXCLWTION. THE MAIN EXIT DOOR IF IT C)I,61515 OF I.51N6LE DOOR OR A PAlrt And Ind corn nails at 10" o/c field. 3. >saater�als: �onc.retF 3000 psi at 28 days and (5) #6 each way at 2" clear of top. CODES AND$TAJIDARL�:N tRUr(ftM DUILGIT4S GODS - INgi EDITION G+�fNXJR9 A KEY LL"INb DEVICE MAY✓7E'Iril`P IN 1A a OF PANIC HARphAM ) 4• Typical Header "H'r = 5-1/8 x 9 (24F-V4) glulam. 3500 psi g) Exterior slabs-on-grade. Ar)r!lNXD�( THE ARZK6TATIE OF OREC+CaN, ALL. OTHER LOCA. AND STATC PRG VIDEG THAT TIFctE 15 A SIbN STATING'THIS pO.Nt MLM,T REMAIN IINLOGKED (Edges must be blocked for .near) (285!215 slump (ftgl 3" to 5" W1.01N6 RE6ULATIOW5 SHALL BE APPLICABLE. DtXdNIN6 M60155 WAIll TILE 516N SHA:I nF iN;,eTTF.RSNOT LFjirS THAN ONE 5. Bearing Walls: 2x6 DF-L No.2 at 16" o/c. Slump !slab) 2" C- 4" O i' -0" square x 24" thick 122,500 lbs. INCH HI&1 ON A CONTRA5TIN6 9A•',K&RCA/ila. NVN LINLOGK THE DOORS MJST BE j Portland Cement C-150 with (7) r'1 each way at 3" clear of bottom. � D � rRt}To SWING wITNGvr THF OPERATION OF n 11ATGHIN6 DEVICE Special framing required ar, "core" exterior. j 5-1/2 3acke per cubic ?rd 11 D*v151oN 1 raR► Ina �g'i i r #: 112"N./wood or APA rated sheathing walls (parapot) . P y� (Typical) With 8d corn nails at 6"o/c all panel edges Aggregates per C-33 ALL tjIDDERS>`Olt WORK 1NDEIt'fN15 DIVISION SHALL EXAMIW SNE DOOR HAPL44ARE, Ard 8d cam nails at 12"o/c field. „ j 3/4" me.ximum aggregate size 51 TC. THE 51TE SHALL eE A:,«:t'_ I!V IN ITS EX'OTIN6 CONDITION DOORCL.05ER5.WNEi�PROVIDED,DOOR GL05VZ5 SMALL UE AUAa.,JVV lU GL05e (260) T aftors: Si TJI/L65 at 24" o/C. ( Water per C-94 AND NO GL_AIM t',IiAL.L.Be rMDe FOR ANY CONDITION NOT 5HOWR ON FROM AN PEN POSITION OF 10 DE6REES IN NOT LESS THAN 5='e.CrFICS,TO A POINT All edges must be blocked. Simpson "ITJT? 1" t Materials: ConcYeCe 3000 psi at 28 days AM Cy 1 ,. I Co�:cLete Temperatur> 50-90 F Slump (ftg) 3" to 5" f'•� �a T1+e VRAWIN�. 3 INCI�PRO*-.THE LATCH,""MCASURM TO 1Ht LEAUIN6 EDGE OF THE,DOOR ... .._•._ .. i Air Entrained 5--;+t YARQAMC-TiTf)UM TRJPPI! r $TRIP ALL CX1971Nb iOP 501E IN DU1137 N6 AND PAVFD DOOR HARDWARE 5AHLL BE MCIIJ>1TED NOT WKtE THAN 41)INC,&S ABOVE FINISH tr Wr_1 r Vb�li; 1l2" plywood (24/0)or APA rated sheathing i Portland Cement cubic 5 16 ARL"J'N5 AND DISPOSE c�F IT d1aP SITE,OR IN PRD'�at�Eu p-� (Third Floor) With 8d corn nails at 3"ole all panel edges � 5-1/2 Racks per cubic yard „ ,,• �� A THAT MAY SITE, OR IN PR1 And 8d coni nails at 12"o/c field. Note: The concrete supplier shall. a.rule full responsibility ' + Aggregates per C-33 "� D,t'�GaN LANDSGAPe REAS Me For the mix design and the overall rarforma.nce of the: 3/4" maximum aggregate size � HiiOW � .. OPFN;N(i FONGE. INF.Oi'ENINFi FORGE OF DGR:.AL.ONQ,AI:AGC.ErS''IHI.P.ROUrE 49Q FILL ,MATERIAL, rT.AGe P1l.l IN LIFTS NOT rU EXGEI*D B'AND 5HALL Ce AS FOL1O1 C, j All edges must be b1cocked. ( ) GRSc;` OFFICE HLUG FLOUR NOTE O LJ�'AGT IL A! 5L IN LIRD NOT to T-100 UNDER FLOOR 1,EXTERIOR 00ORS, 6Ill POUND'6 roncre,te. water per C-94 `. ? 2.INreR1oRrK 'A- 5NouNDS-FORCE Concrete Temperature 50-90 F AND PAVED AREAS, EW;FINEMED FIE;.;al"L9Y LITUIFE) s- r r i 11'2"plywOUd(2410)Or AF'r;rated sheathing / (� (� UNDC!R RCGa)M!Q'NDA'IOM OF A YJfL3 ENhINEtR. 5.PIR vtJORS 511L1.P,%` THE MINI*1UM FOR:F NbGE55ARY TO C.LOEE AND LATCH 1114 w,��$: �� ASTM a6'5 GradE 90 Air Entrained 5-7Tr 1�`�� I � THE DOOR � (Second Floor) With 'Cd corn nails at 2"ale all panel edges 1 FJ (floor joists) = 14" 'TJI/H90 at 16" Lap splice 90 diamete-rs minimum. ' PrX1N NAT V.A4b. ALL POOTINd65 TO W^AR ON FIRM,L)IDI51URBEP$OIL. HANDLES PLLLS,LATCH LOCUS ON DOORS SHALL WAVE A LEVEL OR cX ER SHApQ I And 10d com nails at 12"o/c field. Simpson "hTITd 14" ALL PpC7TINb E}r7TTOrf5 TO DE A MINIMJM OF IPS'L�ELO.f THAT IVILL PERMIT OPERM1lON eY WRIST OR Fftf55URe AND WHICH DOES 40f All edges must be blocked. (770) Note: The concrete supplier shall assume full responsibility FINAL 6RADE3, NOTIPf EN6INECR Ot ANY U*i1511AL REG1UiREc TIGHT 6RA5PIN6,PINCHINFi OR 1WISTINh TO04'ERAIE. FJ' (20' ® core) = 14" TJI/H90 at 12'' AnC Qr )3 e ASTM A30'7 For the mix design and .he overall performance of the GORiDITIONS BEFORE PROGC!`DM6. C.lSAN ALL FOOTING Simpson "MIT414" Concrete. CxGAITION5+ eF LON F r,,�TI►'N.A1 I (psgrlrir l 1l2"plywood (2.3/0) BOTH SIDES OF WALL. P MMM�g_�te&1 ASTM A36 MAWFAGTLREL)DOOR.'.AI+D WINDGrG ARE To Be GERTIFIeD AGCORDINb TO (First Floor) With 8d corn nails a:: o!c all panel edges Rebar ASTM A615 Grade 40 I r tVlSlpd 7 MCTAIS ASTM E 188 FOR 031 rin.PER FooT OF WINDOW 5A_SHCR/%rK AND II elm PER ; And 8d corn nails at 12"o/c fi Ad. 4. All foot Ings to be founded en firm, original subgrade. FOOT OFDOOR GRAGK 980 2. Subfloor: 3/4" plywood (49/24) APA rated sheathing. • 51 TUR/AL TEF* TO PJE A-5e',FADRIGA WD IN WItIDO i",10 BC DOU9LE i{AZED WITH A MINJMJM OF O S INCH AIR SPACE, LOW (' Ali edges must be blocked. ( ) STEEL ALL RUG 5 E GOAT!NG(F<.0.40 AND TlNT1 D OUTDOOR PANE See. Sheathing Schedule. ACCORDANCE WI i H AISC E16TH EVTi+A1. SHOP PRIME „ a 1��1r� W,TH 6RE'Y'GHplJMATE gTRVGTU9N ST"L TU®Es TO BE THREC*005 AT DOORS. Note. Provide 4x6 Intermediate studs at all vertical panel edges at First and Second gIZIG►G VEiJ Z A*JGI+o28Y� Pte- GBG 1¢03.4) , I FY-46K51. THRL`9EHOLDS eHALL NOT EXCEED 1/2 INCH IN HEIGHT AT DOORS. RAISED Floor Walls. 3. Bearing Walls: 2xti DF-L No.2 at 16" o/c. ' WELDING. ALL WPLCiINb DY GfRTFIED YVL LDEr'a LSE EbOXX T'+ER`-#kXV5 ANI?FLOOR Lrvl!L GMANbE5 AT AGCE'.�51t1Lf- DOORWAY 5HAL: t_- ALL IN e10XX EL`{.TRODE°ar il71 1,61!WITH AWS SPECS/ Be M-FLED WITH A 5LOPE Wo&REATER THAN I LNIT VERTICAL:,1 2 VNITS p PROF 4x6 DF-L No.2 at 16" o/c. (Special areas) ,�: -^9389P� `�`t, NORL;ONTAL•t50b SLOPE) Anchor Solts: P.T. 2x6(min)s;IIplates with 518"dia ��P� FS\ At continuous steel ledga c angle on Se:.ond - X 10"Anchor BULB at 48"ole. �� I " f e Floor or-ly. EIOLTS ASTM A-901 WITH ST,kNDARD PLATF WA5HFRS UNDERALL- �'LT (Exterior) —Q M_ _ HEADS AND NUTS IN r;Cr1TAGT WITH WOOD. ASTM A 825 BOLTS MANEUVERING GL.t1ko4cES SHALL OE PROVIDED Al DOORS,AND SHALL-IIAVf ( - _ HE ALL STTLL'L TO STEEL GONNE:TIONS. DRILLED -325 OL A COMMON LEVEL SURFACE. EXTERIOR DOORS 91+ALL NAV?LANDIN65 THAT hNLL NOT AVOW THE GOLL.6GTIp?i OP WATER. EXTERIOR L.AWAN65 MAY HAVE 8nchor B lots: P.T. 2x6(min)sill plates w`th 3/4"dia 4. For connections not called out e her.vise, comply with U.B.C.BOT TO BC "PARABOLT','"IGK90LT',OR O1r+ER APPRL.VEL? fkonp LANDINSS NOT V9CrX0IN31/4 INC.61 IN HoI6HT TO 12 IW_,Ht-9IN HUN. Cha ter 23, es eciall Table 23-II-B-1.(Interior) X 14"Anchor sous at 16"0/c. P P Y CONT1 hORlE )ON - - --- �/ L.1!C/)N yEGTOW. ?IE STftAPE5,FR,\MING At1GMOR5,HAN6eRS,GC?Ll1MR1 _GAPS A*+I?t}A5Eg TO BE 'MIN& AN HR AS AAff PRdLLJ -��" '� — - - CGOAT M15GFLLANEOU5 5TEL`L. MI8C, NOTES: MCOVG �k''Ef I EXi�. DATE: 92/3910 O-r S taN Y NOTT°• EYPINRTION HATE ^...r-+• - r DIVISION 6 r.A'itPENTRT _ r PHYSICALLY HANDIGAPPPU PARK!N6 SPAGE TO BE IDENTMIED -� � `- t _ / L i.LN-WR 5PEGIES AND CRAPES TO FE A5 FOLLOWS, WITH A 516N AT LEAST FOUR FFL ABOVE GRADE,NEAR TT F ( * _ SPACE. SIGN 1'O BE MARDED WIl}! THE INTERNATIONAL 5Yh'BOL - - - _ _ .1015''"5,ckAM5 AND STRIN671!" DOU6LA5 FIR 02 OF AGGE55 AND HAVE THE!Pr7L-LOWIN6 WORD`+IN AT LEAS? ONE INCH f j 2" I { STUDS,9LOa-KINFi AND M15G. pOU6LAf,PIP STD. HIEN L E1TEft5. 'PARKIN Wf TN DST/DI9A9LE PtRM1 i ON!-Y, SILLS,PLATES AND LE06ER5 DOU15LAS FA d2 PRE55L1RE TRC-AM) VIOLATOR;•SUBJECT TO rOWINF u:ivai ORS 811,620 AND A,:INE I P4L,E5 - - UP TO 0250 VN'DER OQ5 GIIb'_N' F _ _ PLYWOOD; PLYWOO[1 TO LiE GD EXTERIOR GRADE, ROOF AND SHEAR WALL I'LYWUOD '/ '" THICK NAILED IOd o 4"O.G.ALL arRY %.OPP_ ol, WALK TO EXCUP 1'VERT IN 1Z HORIT. �EX1bEnS — -7 �T ^� u� \� A E IN FIELD. ABRUPT GHANC�ES IN HEIGHT SHALL NOT EXGFe`D I/4'. ' ` Oti1W - r i- 6 P_D6L't,AND DrARIN3 POINTS. NAIL.b" O 9 I�+- `" ��✓,11I IA4 I TABIF_ 25-1-0 THRESHOLDS OR CHAN6E3 IN i FUEL 6kEATER THAN 1/2" - 1ST ® �1 OTHER NAILIN6 SHALL COMPLY W111 7 JBC, SiJALL l'E RAMPED I VERT IN!2. >BEAMS. • 400 1 ;NDUSTRIAI. APPEARANCE GLUE CtW TI ED. laE M5 Pb Z pe, AiTG GCRTIPIeD. ALL DAOR HARDWARE,ppERATIC>N HANDLES,FJLLS LAlCF1E5,LpGK� O AND O'NE+R OPERi V 6 DEVICES ON DOORS, rji_ IN6 r xn RES, CABINETS AND OThi`R STORAGE FACILITIES 6HALL.HAVE LEVER OR �•� yt/ � x.. �gfCf C �! �f1E3�5 01= Q X(n • �J' OTHER'SF'AF'E PERMITTUI6 OPERATION L9Y WF!IST OR ARM PRESSURE syr NOT Rit�lJll'IN6 TIbHT 6.A5PIN6,.PINGHiNC�,CFC TWI571116i TO OPERATE. �Iu I �sl*� Q ` 5TV0 5 —I&.,oi G I, t of �9 MASUM Ll t!N0-T x(51 7Xl.'S� 1 ��' '` _ - — - cul loft V i "� I �; ,ap - [�� ll`T�77 MW t !1 /;/t fi r �� .? j' .(. I n - i l WINOW / A. r % ri 1. a• i. MIN jgq rl GI' s/ 1� / f / rr r a - p N5 I alb 060 00 ' 2 1'NY / ?►1 I. • " , r .w.. i.y4 4AIJ4 ` i Ivjt / a�� L,` 1 LOW `� + •), ! r ,1 J 11 ( --- - ` Jd� r I .rte ,� ��-- viv 4s IoFq dW APO -+ ITI V,�2 � � -yrs La I r14 NTF # �It� I Ali! 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