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7855 SW DARTMOUTH STREET-3 51TE DATA: SITE AREA: APPROX. 1486 ACRES TOTAL 1BUILDING SQ. FT. : LANDSCAPE REQUIRED : 15% NO SETEiACKS REQS i R•ED -BASE LIKE f-- p'ROPERTY LINE E3UILplNG SETBACKS / rr rr . r rr rr r �r rr rr ��� —FACE OF t3UILDING PARKING REQUIRED 359 rR- -.ZLZ - PARKING PROYIDEG 132 \ ZONING GEN. CC" IERCIAL ,� f TREE WELL, TYP.— a n n } 15 - TYP PLANTER \ JURISDICTION CITY OF TIGARD / b -- ROCKERY BOUNDARIES INFORI'1ATION W H PACIFIC wALL � I A \ AS REO'D BY I BALER lcm -p_ CITY OFTIGARD _-► �� `1J - -- Il \ �\ ei `. COMPACTOR 1 I \ \\ \ v -T WHOLESALE ---TRANSFORMER Costco ,RE [ `- !� / NSTALL / A BUILDING 150,252 SF. TYP. - WETLAND �' / TIRE SALES / INSTALLATION _ 5,184 SF: DELINEATION \ \ LINE ». TOTAL 155,436 5F. ,rgr, RECEIVING a24' 85' - - -- 3m \ TIRE / cv I1 to r SALES s 4.. ,� u1tEL-STOP / /� c LOADING DOCK �'K a It � P1.M11ER J \ � a 1 \ la i \ • \ \ \\� \ —� \\ \ \ SIDEWALK PER CITY C w c, c) '><,_" �` LJ 30 4 , OF TIGARD - 8EE CIVIL � a EXIT q `\ r al � ; �\ "t- EN I ''` ` Ib o— / ROCKERY-SEE CIVIL o o C.) .p N PLANTER .. / FOR T.O.W. A B.O.W. . DETAILS, TYPw in. r ENTRANCE/ _.._. Z CANOPY I 32 I t � � r � I ! I I r ��' �n I f I 1 II i i I f —STAIR TO PACIFIC "WY SEE CIVIL PUW. n BIKE RACKb " ° .�J I r } ^ CROSSWALK L-RAISEED •� '� a RAISED 3 �_ TO BE FLUS CRUSSWALK CROSS WALK, `=' �� rY HANDICAP W" PAVING D-� SEE CIVIL _ p. TMP D- „�, SEE CIVIL TREE WELL- 1 i PARKING N D- �L� BOTH SIDES r- P N `, Q 1. Y,r U p (✓ 3 Jfe J� �2 .�r 6 22 4 6 21 21 31 4 4, / 31 I ,�_ O O CURB \ ` - \' \ % U cn -- 1m % i/ \ \ / \., / �\ /- - - SEE NOTE PERt 3 O Q `L Z ,ya CITY �'� //! �/ ��� _—. SWT. 'TS' \ O I STD. \� `\ _ / _ // - a / 9 $IDE w�4L�E �✓'' / / � r \ \ 1` r" ' / �8r \ Tj�r ✓�I b8' 2m' 3m 64' . $8 58 $8 5 $8 \ $8 \ \, 64 �'\ Z RETAINING WALL TYP. ` _ ' A\ i/ ( \` . n \ / ` � \. �/ \ \� �� / \ --- W 3 N SEE Glvll. 4 ,-� �' J �- 16' Z IES' C l•.'/ . \\ .,� � I,' r� \ LIGHT RHET:-- � � w N _ / .� .. \ t RAGE i \ / \�� SEE bkEET = m ,.r . �� TER 4 r' \� / / TREE / \` �. 1-1 \ � 30' 40- 3 j LL � 11D \` `�` 4 0 'TRS �� \. I / m o WETLAND DELINEATION LINE � / �. � �•. ( .-% (TYP.) ...-. `\, � ,r% '` 4 `\ --- J � rx- r, g 4 J 4 o _I V '/ T \ N. r' Z ori ¢� PLANTERS 00 RAIK, -- i ici SEE CIVIL �, r C) IN N i ^I gE INIW.x WALL Ifs I �i I III 18 3 4 1 nl CIVIL —STAIR - SEE CIVIL DRAWINGS OVIDE SITE '��. © - RIGHT IN w RIGHT OUT ` ...� (� /� fSICsN AS REa ��TOt-RD r r I y �L�. / �'- � 1 rv� / M �� BICEWALK PER CITY � �'-_-------- — --'�.--•�� // p�' � C... ... ..,.. '--•PROVIDE: CURS OF TIGARD_; SEE CIVIL w _ / RAMPS PER CITY e u V STANDAR43,-T4 P. O U W IDb��til•gyp / - - - -- --- --- - __ __ __ -- - � " 5s r f �y O ----- �, --- ---- a�b ----- �? -�l- Q � U! D ~• �',;,�--rttiIPF.SI.vpC � � t i I� c!7 Q <oMMI��14 ~Ari I1�L% O 40-0 L � m , ALL BUILDINGS 'O BE STAKEU AND LOCATED Q1 o - .51 �+IIJOiJNk• + (// B` A L't::ENSE=D SURVEY OR r• riURVE1 OR TO STAKE BUILDING rRO^' BABE l 1 LIVES 45 IND';GATED ON THE SITE PLAN +_ 1- p� p�/� ��p y� Bl!RVET"OR rC SUBr117 9-►• ATIG STAKING PLAN - I I ��['1 `'.:4` %�!� i'` :. �N��.�'►p v/ NN 0��il n� eld �oI!_ TO ARCHITECT FOR RFVIEw PRIOR TO grAKING ll� TF+E BUILDING 0 S D ' 1 1 y �� .b•, -OlrM,, .d1u Ti'1, .pc:,. / w a Ln DARTMOUTH - J U1H 3T..pass ✓,✓r...` J ' _ 1 SIT 94-pppp `•^•- -' - \. ' '• 1 MA } R • i ♦-Yt _.......... ._..__....-.. _........_. _ 11!T •-W'^v. _ - n-"9iMwfw'I-RTn"r. " ,O.w. 1M..4.. *AWS'i�...Cn..m.rr+•.t.w1.M.Mr1.l.I.PIIIrA�Vi.I' w_w.w• ' ..,� _.- __.i+....Ir+..s.. .....i..M+1a..1„ s'.-IRL.:' Y/f....bn, ... -•,:•.. .. :.. -. �� I OF 12 . _ 1 T - IF THIS DOC IS LESS 7T­1-11- 11TT1TIT�f rj T1 TTIT�1 T jiTf I TjTTT�T lil 1TTlT TAT ITII� �1T 1995 + l �` II I II ���11 I . I SGIBLE TI{AN THIS NOTATION, 1 B ' a - I ZU 11 1 i AUGUST 30 _o__ IT IS DUE TO THF QUALITY OF � THE ORIG?NAL DOCUMENT. -- - --_. .__ _..� ---- ---_ - ___- -- -- - — U -iLZ ZZZ TZ 2T4T EsT T ZT 8 L 9 9 E IIINII IIIIIII III!IIIIIIIIII!I!Ilil!I!IIIII111!IIIIIIIII!II I!IllllllIlllllllil!I!III111l1111!ll!1 111!II IIIIllLII IIIIIUI; llllWillllllllllll iil�l�llll►il�ll�l Ilii�li�i i1i�l�ii r v r t 1' a MATCH SIDEWALK T P VEMENT omi E V TING N 00 END CHAIN LINK PLANNING p ,� h p O`-� � �-� PAVEMENT gti �' LANNIN 1�' 4 FENCE •.°' o, p�'p�L T - - ----- - - -__ - ----------• - -- - - --- _ - -------- -- - ��` rt <1� 6'IVARIABLE SLOPE y1� VARIABLE SL E ,c �. SAWCUT EXISTING trK- n , ^� 19• c:1 MAX. `a _ 1 PAVEMENT fSURVEYING e.. -`-- - - -- - �923n ENGINEERING G188 ' ,18� ,��r�- - 6� X 10 ' � s� -4+00 LANDSCAPE Q01131- Q o Q �--� / Q o ; ,yam o ° ag6i o�, �,� P-22 3 ARCHITECTURE 188.20 �0 ' 01•)� ¢� \� A 1� ,1� � ' ,` Q meq• YRVF'kKTY LINE 8405 9.A. NIMBUS AVRNIIN sa. P.O. Box 80840 PosTLAND, 0ARGON 97r80 •--•._. ) �. I y\Iba�0 y� 9f s�o +00� !! R3 16" DOUGLAS FIR I Q s1� Q O� P=225.3 G�. 8g g1 � CUf EXISTING O 8 Pf y10 11 Q, b ,g 10" U 5 PAVEMENT 6 0 ? / 18�61/P'1 5 9g 1 I Q%,/ 0 %1 DOLT F /- CONSTRUCT ROCKERY � �aiG i18h y10 / A89 �8h Q a5 1 / RETAINING WALL fyV�184.60 180 a I f� p 1 Q � g 1 � �-- REMOVE EXISTING Q� yy>:159.0 � �/• Q� 'S �g`• P4` :184.27 1 PAVEMENT HP y y10 6" DWAR 'L0 P¢ 1 10 Q FL WER1 CHERRY 1g TW.185.50 86' Z W.1 P�� k o�0 `b y1�g y18g /000h P 0 1 p 1�0► B $ � Q� Q f �6 gb � ��y,�g � G KEY STONE WALL 12" AUSTRIAN PIN 10 Q�.h� 9ON ((( M 6 1Q 2+00 5' MIN. RADIUS �I, / Qy10A �y1 g1 G�00 y1g3• G1 P=226.5 0 os b4 k0 � _ -1 y 1 x k� �• Q Q / ~� P 12" DCUC t AS 1 IR � ' 'j; I Q�10E �' C (� o/ WHOLESALE 100' 0�X06 '�- 1+0 �8� 'hcostc I A` Q �' g1/ f �1 ti�6 10 (� -ANGLE POINT `l Iwo 0 0 ,�J rCa���D Q�18 O6/ 10" UE SPRU .,IgA/ Cly,19 �r Ps226.3 10' TRANSITION- c4� O� A� Q Nag Q;-11'/ S 1 -1 pc 1 ))0 aq l '� 0" CURB FACE TO S� @g h Qy Z /,A ` P�i9 96.31 `1�2 , CONSRUCT 5' PROPERTY 8" DOUGLAS FIR 6" CURB ACE 1 \ Q �' Q 1 FRONTAGE PER / _ ice' IgA VA l 1 B7 �✓ 1P6 8" BLUE SPRUCE lag y0 Q4 r 5 TYP. �� 0� 8" (LAK 0 ( 9y- , +1� 10 sC , C04 `s SECTION -- i x / �$/ - - - TW=185.60 __ sem a ^�h 12" BL OF SPRU_ FrnaSH FLOOR i 89.50 �1e9 Al n W=161.0 ,o q �Gy 180. / 188 ��,i ,Qy GO► -` -- 1� 20" FLOWERING Pt UM 7 y Ox i y101 �1�}8a�0 --J 0 1 - 789."aQ g g 0 0 25' WETLAND---' A � � �� BUFFER 18� 0g' g -� _GENERAL _NOTES � 0 / 1� 1 p`` 8.h h8 4 1� X81' k� 1 ` 0 Aa ,�h A ^ ti� A Al hA 6 1p 0 � 1 t0 60 /1 •}�/ 01 10 88 19 1�' � 88 8. b 80~% 806 0 9 g0' a 9 ' g, ,9 '3 ' 1g/ g0 X09 /9,v 0 Cr- QyBg-�' Q Gy s y Q _- Q Q - 4 . Q Q Q Q Q Q Q Q Q I �..� I THE CONTRACTOR SHAOL DO ALL THE WORK SHOWN ON THE DRAWINGS AND y ' ALL INCIDENTAL WORK 'CONSIDERED NECESSARY TO COMPLETE THE CONSTRU T kEY TONE �J PROJECT IN AN ACCEPTABLE MANNER. RETAINING WALL 0 180' '� 10 y18 N86 y 8`i-�'1`� /\ A� g1 0 10�''10 INSTALL FENCE AT OP 2 SITEWORK CONTRACTOR SHALL COORDINATE CLOSELY WITH THE BUILDING OF RETAINING WALL ER 1e 61 187 7 � � �� � °� 5 g6 �h g DETAIL %,6 1'6' *1 18 1' 1g, J 1y� / % CONTRACTOR AND REIYIEW ARCHITECTURAL PLANS AND MAKE ADJUSTMENTS 5 C$ pl p � Q TO ASSURE ALL UTILI SERVICE LOCATIONS ARE COMPATIBLE AND DO C04 0 106 a6� NOT CONFLICT WITH ,TRUCTURAL MEMBERS, INCLUDING FOUNDATIONS. Qy 1 s� +� + Vi1R1ABLE 1 I 3 CONTRACTO SHALL EVIEW THE GEOTECHNICAL INVESTIGATION, \ _ -- 186 I \ - - , �o 2.-IMAX �- 0 PROPOSED C TCO TORE, PREPARED BY RZA AGRA, INC. DATED �� � 9s �• •� __.__-•-� i JUNE, 7993 AN C MPLY WITH THE REPORTS RECOMENDATIONS. INSTALL S. .T FENCE \ y1$h� 1.09E .� ALONG WE'LANDS c Q 18A/ G� 0 Q'" O O O O VARIABLE 4 CONTRACTOR SHALL POSE, VERIFY, CONNECT AND/OR MATCH EXISTING BUFFER P R DETAIL 4 y o% I SLOPE_ L TILITIES AND IMPR�VE "NTS, iN CONFORMANCE WITH THE INTENT OF C06 5 185 X8`5 2:I MA)( I THESE PLANS AND SPECI ATIONS, TO PROVIDE COMPLETE AND oo pa f84 A __ OPERATIONAL SYSTEMS, 9g G1a �1$A f °p I "- f `' jl 0 a! 11.34 21 5 CONTRACTOR SHAD TAKE ALL N ESSARY PRECAUTIONS TO PROTECT �0 �A• _ EXISTING UTILITIES• AND IMPROVE S. ANY DAMAGE TO EXISTING 0� 0 `i J ti 8A I 0 •g0 / FACILITIES OR IM OVEMENTS RESUL. G FROM THE CONTRACTOR'S %1, t " �y1 h 18a�� °p 0 0 0 ,0 v OPERATION SHALL BE REPAIRED OR RE CED AT CONTRACTOR'S 60 t�4 61 ► 0,6 01 0 A x 'Z1� EXPENSE. ! t. y ' ,1169 , �,i Qy 0 18 Z 8� Qi y10 Q� 8 1 6 a STA. 2ty�.60 6 DURING THE COURSE OF THE WORK THE CON CTOR SHALL COORDINATE W' s1 1 f' 13 1g AND ACCOMMO TE OTHER CONTRACTORS, OPER ONS OF THE OWNER AND 10 FOCAL GOVERNMENT AGENCIES. GR 9.4- 0 , rh 1 y 1 00/ 61 / 10 q 6 -- o b' 1 �,,� a - A, 86• y1 8• � 1 1aa'�1 •y. Q 9 �a 0 1 1 7 REFERENCE AR(�fITECTLIRAI AND LANDSCAPE ARCHITECT L PLANS FOR '` � � . 'h• � � dd y ADDITIONAL INF RMATION AND COORDINATION REOUIREMEN , Q ♦ yp /qG " •� gp 180' 00 1 1p� no !! Q Pa 18 00 p�1 y10/ i18 9 1 4.1 6 8 ALL PUBLIC STREET IMPROVEMENTS SHALL BE CONSTRUCTED t J,!I P; II H 0. ;X40 618i Qy g1 . .ACCORDANCE WITH THE CITY OF TIGARD. � } r v N 9' -- / Q� 181 1,`1 TOP OF - y A. 1 U VAULT 17 �' VARIABLE SLOPE �� Q 1 1g '1$ 5 6 _� G 9 ALL PUBLIC W�TER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE' •3 "' Qs 2;1 X - / f Qy 9a'. h' 1 ,1°� 1 �5A' Q 1 , i WITH THE TUALATIN VALLEY WATER DISTRICT WATER SYSTEMS g 1g STANDARDS, REVISED 1992. --_--- COMPOST rIILTEf? - �+ ___. • ' . jO�7g P b1h , Qy ;n -._ _ -- - -- SEE SHEET C08 �J P --1- - - _ . ., . 0 , 93.6 - P-10 � � •'!•• •• •• Cr TOP OF 11.5 -"L,U%1 C, p �� S7 Q 10 ALL PRIVATE IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE VAULT = 175.3 T,y1 RN f:xIUT ''yam_ ```�� WI'H THE LATEST EDITION OF THE I INIFORM BUILDING AND PLUMBING 1V `' 19i R� ` TOP LANDING= _ - VARIAB E SLOP Q9/ , CODE. \ VARIABLE SLOE ' ' ^�IGU TM + 2: MAX n - \2:1 MAX. ` ^^ R T ) _ - m LANDINGr 184.50 ,. • fy.'•=-'' k, 11 ALL UTILITY STUBS TO HAVE 2"x4" MARKER IDENTIFIED WITH \ DA - - - _ _�- \ - -- BLACK PREMANENT MARKER. / � •,. FxIST. r'LI� y 12 ALL FINISH GROUND TO BE STRAIGHT LINE GRADED BETWEEN SPUT - C. c �� / Desi - c, ELEVATIONS, ' ! f Ltawn: - 4 ,,..1t 1: SEE SHEET C06 FOR EROSI \ c} Ch.�cked -- - ,� ry TOME r a \ E�\y` a`''- , Y�PER PER DETAIL RETAINING A CONSTRUCT SIDEWALK _- - - /' Revisions: SP ALONG PROPERTY 1�-A6[N(;Y r-1 Il w LEGEND 4 FRONTAGE PER � =-/ STA�3+69.20 DARTMOUTH - -('HANGFS C07 DETAIL DRIVEWAY `�4 ADDEC) T CONSTRUCT STAIRS i-� -- CONSTRUCT 2' HIGH - -- -= _ _ _- - GUTTER ELEV.=201.96± (VERIFY) ENC FS no CONSTRUCT NEW DARTMOUTH STREET C04 11 RISERS TO 5 LANOING -_ _ SEE DETAIL ■ PROTECT CATCH BASIN 3 i k �_CT/ON D P CONCH(50 00 PSI) ROCKERY AROUND - PER DETAIL C06 2" (3,/4"-0") LEVELING COURSE SEE DETAILSERS TO ING VAULT PER ET L 4" 1-1 2" - 0" BAS.- COURSE ) C04 - ( � ) INSTALL SILT FENCE X SILT FENCE I 2 S ALONG PROPERTY PROVIDE GRAVEL CONSTRUCTION C07 1 FRONTAGE SEE DETAIL 4 10 N .AN, AIL ( C04 M ROCKERY RETAINING WALT_ / I Ct16 KEYSTONE RETAINING WALL t .37A. In+38 DARTHMOUTH RD S / Q FENCE - SEE ARCHITECTURAL PLANS DRIVEWAY SEE DETAIL ����n��f GUTTER ELEV.=170.61 (VERIFY) �\���' "E�� "'J/* W Cr p0 PRPOSFD FINISH GRADE SEE DETAIL i1aA h- TOP OF PAVEMENT 4 14,123 MATCH EXIST_CURB P ,18 PRPOSED FINISH GRADE 22' RT.-f C04 0', ] _ � TOP OF CURB �ro'=• 1<_'-'- oa 2 o v HEAVY PAVEMENT SECTION C04 NORTH PER DETAIL SCALL o :o .o b Sheet Number 0 0 40 W L o CONCRETE_ CROSSWALK Z t� SEE ARCH PLANS co I U Cl DARTMOUTH ST-1655 1 inch FEET 40 ft. �i n SIT 94.0005 RELOCATE TREE PER LANDSCAPE PLANS < 2 OF 12 Cr C-1 CEr r t U . ! i 1 T I Z I 1 1 T lti T 117111 ? IF THIS DOCUMENT IS LESS � T �r �l� - �� I 1111 T � � t ' = c 1 '1 II 4 7-TjTjTjTI1j1jTfqTj1I1ITTTpTT-p I l 1 r1AT1995LEGIBLE THAN THIS NO'I'ATION, I � � ��_lo � 11� - �= 1� AUGUST 30 � 1'1' .v DUE 'I'O THE (1UALI'I•Y OF' o �. •_.�... N .911 'CITE ORIGINAL DOCUMEN,r. I -r ill�l�lllll IIII IIII IIII IIIIIIIII IIIIIIIItilkitz"'111111117,IIIIIIIII Illi IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII I Illlulll IllllWl I111Ill11IIllllll lilliWe _I c e s �' I Alli Iii Ilii iliiluii - 1- 1- -- -T - lllllll II�� T - l ,l ao 00 °o J: m q V 00 1 00 00 I) CATCH BASIN __ Y GRATE EI EV.=187.64 4" STORM LATERAL FIRE HYDRANT005 EV.=185. 19 TO RETAINING WALL PER DETAIL FOUNDATION DRAIN r<) STORM M.H. 5 CATCH BASIN CATCH BASIN FIRE HYDRANT 1 �,�� u, I,, RIM ELEV.=187.00 GRATE ELEL.=186.70 GRATE ELEV.=187.64 PER DETAIL C05 CLEANOUT_ CLEANOUT \ ,� I.E. IN ELEV.=182.77 7 L.F. 8" STM I.E. ELEV-=18_'.28 - - -- - ---- - - - -___ I.E. OUT ELEV.=182.57 1 411_11- -- - RIM ELEV =188.40 L 1M L 188 00 PLANNING z &0•T RUST BLOCK - J � Z +, --v-- / _ - - - - - �--- - - - ---- - - - -- - - --� SURVEYING FI7RE � � � 251 L.F. 8" TM 8/ S= .0 0 - � -T- --- .. \ ENGINEERING Ponss�---�-- sr-----sTs -�Q- sr --�- 1 201T 8 srM sT I � '' � - _ 1 I I OI S=0.0100 ,� '� _ 36 1_.F. 8"" FIRE CF _ \ LANDSCAPE: / w-- w-- -- w-- w-- w-- -w - w- --w --w-- 1 -w _ 90' BEND & \\ ARCHITECTURE ,� THRUST BLOC i -.. _ �--' - � � 4406 5.11, NIMBUS AVENUE \ \ X 80040 PORTI.A b 31 eta 0455 97280 + Y 0 DO P.O.C. 8" FIRE O•I � \ � ' . T. e&z• (533) 652E-0775 3 SERVICE 110 L.F. 8" STM- I - 20 6" STM 6 STM I 90' BEND / O S=0,0100 -20 L.F. 6" STM GRATE CATCH ELEV 188.30~ASIN 99 I-1. 2 112" I W ER LINE & THRUST BL f.E. ELEV,=188.12 / FDC (SEE FIRE - CLEANOUT ; O r/ SPRINKLER RIM ELEV.=188.10 a- --- C� SPECS) I I.E. ELEV.=181.49 6" SIM I I W I 20 L.F. 8" ST ST ; IY I � T--\ 1 I 4., \ \ • . , �, O L, FDC PIPING CONNECTS 6" STM---, 125 L.F. 12" STM 105 L.F. 6 M INSIDE BUILDING - \ O S=0.0 y70 O 5=0.0 t 00 / \ ,� Y-�`�Y CATCH BASIN I 1 �I / LAJ �_- GRATE ELEV.=184.67 1 - 20 L.F. 6" STM C 0' ` w / \ \ REMOVED POWER E To POLE OTHERS. I.E. ELEV.=182. 17 I 1 it (TIP LL POLtS). " uj I cn EXIST. UTILITIES --� 6 STM I \ 1h vhf TO BE ABANDON • ti 1 ATCH BASIN \ \ o n -20 L.F. 6" STM CLEANOUT ELEY� I 3 GRATE FLEV.=188.4.3 \ '� - - 6 STM I 2 3 �� T 4 --I.E. ELEV.=182.33 - ----------.,�.---- \ /0 � I_ _ W ►? ....... 10 L.F. 6" STM WHOLESALE / 6' STA, costco y, ^� I.E. ELEV.=181,87 R \ 1- �`+ 10 L.F. 8" STM STORM M.H. 4 1 3 I.E. IN ELEV.=.179.60 1 1 I 10 L.F. 6" STM i -� 13 L.F. 15" STM' \I.E. OUT ELEV.=179.13 1 ro o CLEANOUT I I ®��•fiD[>-- ---------- 1 I o RIM ELEV.=186.17 I- \ `•-i.. 45' BEND - N i I.E. E-LEV.=180.68 _ Sgrr N o3 & THRUST BLOCK 1 .0 ) I 4" 1 o o tK ` l 3 30 L.F. 8" STM o I 0• CATCH BASIN _ m 1 � 10 L.F. 6" STM ' - -- .- ---1 \ CLEANOUT G A E7t 7 �_ .� r..�.. bo RIM ELEV.•=188.37 6, 3 Q-------- -•-- -- - \\� CL ----- 6'"STSTM -�___��-. I.C. ELEV.-180.57 ` F ` � - CONNECT ALL SANITARY INSIDE ' 3 v I T INSTALL WATERTIGHT PLUG ��l \ 1/ \ 10 L.F. 45' BEND BUILDING TO 4'" LATERALS. 1 12 L.F. 18" STM b '� 1 FIRE HYDRANT 1 \ I- INEXISTING 8" SAN AFTER \ sj „ NEW LINE IS IN SERVICE. > 6 STM O S=0.0100 1 PER DETAIL CATCH BASIN d ��\ & THRUST BLOCK 1 C05 ABANDON ALL PTFE UPSTREAMgTE ELEV.=186.13 < FROM THIS POINT. - - - __-_-- '^ ATCH BASIL CA1CH BASIN 20 L.F. 8" STM \ „ iii 3 - - ---.�_ 11T \ C.O. .RATE ELEV.=188.93 GRA EELEV.=197.00 z L �1 L,F• 8~ STM _ -- 4" °�4N LATERAL O S - 29; MIN. N �,p•� \r I ST ST ST ST I 8 X 8 TEE S SS0T SS 5 SS C.O. 174 L.F. 8" STM & THRUST BLOCK C� oF` 27 L.F. 8" STM P♦ C I FIRE HYDRANT \ \ 521 L.F. 8" 05ERVICF_ - - - 45' BEND O S=0.0200 LLJ 1 w- -w- -w- -••w-- --w- w LLJ PER DETAIL \ `ri _ vt & THRUST BLOCK O C05 FIRE HYDRANT _ - _ - - _ -- -- - - --�-- - _ '^ - -- -- C� -� \\ PER DETAIL �' C.O. 105 L. 8" 100 1.F. I -- \ f Sr L.F. b" ST S=0.0721 T O ST tS-0.0267 ST C•0. O ST 0.0270 ST C O. QD O \ T S COS 4" SAN O -- \\ s1 S=2q MIN. TCH B IN I yt I I CLEANOUT I CLEANOUT 7.5' GRATE EL �=1 5.73 I \\4r. I RIM ELEV.=190,4 I IM L 3196.61ZE 25 L.F. STA1 I I I.E ELEV.-187.9 ,` I.E. ELEV.-193.40 • STORM M.H. y1 I 5 ( STORW M.H. P \ .I CLEANOUT I _ O \ S I I PIM LEV.=188.65 / \ o� RIM ELEV.=183.1 - STO N. 2 _ I.E. IN ELEV.=179.47 \�'� RIM ELEV.ELEV=190.7 v \ \ SEE DETAIL I.E. OUT -179.27 �� n RIM ICF" 3.10 4 ' �•- 4 I RELOCATE 8" SS CATCH BASIN 1.E. 1 EL't .=177.45 \'^ I SEE SHEET CO3 I \ 12 1.E. UT E, EV.=1 77.2.5 T H QASIN I I r, � GRATE ELEV.=184.339 27 L.F. 8" STM \ 1 C05 GRAVE ELEV.=187.3 1 1 w\ AN I \ \ �f'j, \ I ��0� 5 LIF. 8" STM I I < C) �r' CATH BASIN I ( �' ypS�, GR ELEV.=187.32 1 1 rr 'FPS Cn \ \ \ I a 5\ I C•0 23 L.F. 8" STM I I ., 2 \ RIP-RAP STORM \ s� 100 _ 0 V. S CATCH BASIN 1 \\ \ OUTFALL CL 10 \ ,T �•F• 24" STM L I I RA ELEV.=187.75 \ Sr .0164 r 0 1 I I I \ OUTFALL CATH BASIN __-- "' ' _1 C I I \\ 45 1 BEND P I.E. ELEV.=170.0 1 \ IqRATE ELEV.=182.68 1 I & THRUST BLOCK I \ 1�5 L.F. 8" STM "-• I I 69 L.F. 30" STM - CATCH BASIN i \ O S=0.0757 GRAT ELEV.=1 .63 i I 47 L.F. 8" STM -�� 70 L.F. 8' ST - \ O S=0.0100 - -- / CONNECT TO EXISTING •••••. ,•,•,., � D COMPOST FILTER �j 6" LATERAL " ;� t EXIST. LATCH I!- r�+t "�(- \ _...... ._ I BASIN j 4" STM FROM �� I , OUTFALL _ - \ k' -- -__ - - C.0. . , ,:. . VAULT TO BACK r N i -� - - - \ CATCH BASIN \ r N' Z`\ ! SAWCUT 9DID REMOVE CONCRETE - - -- ------ \ GRATE ELEV.=179.40 ` \ i f` OF EXIST CATCH m wI �, Ni PAVEMENT AT JOINTS. IF SSARY, REMOVE ENTIRE O oo p ., CONC. 'PANEL' AND REPLACE m \26 L.F. 8" STM �' Sr---ST O -I * IN-KIND PER CITY REQUIFEME - s=o.oloo 1 pAR TMOLI TSI Nr . Ln Plot Dat , I IY - III:4ltlllitt - �' .,.:,,...,, y' , �� / i' ?/_10_Z_ 9 4 z t: ................ // Design. ki o _ n.. ---___ ~ ' u „a „ ,,,,, �� / Drawn: KDi ,� \ o / Checked: Il'i" / \- - �t6ii s I., - �- w ! / �� `_ �� Revisions: LEGEND % NOTES __ -- -- -- - _ -� AGENCY REVIEW I;r° ` �'�- CHANGES / I DOUBLE DETECTOR CHE K - - Mo PROPOSED / / / oo r , + i SET FLUSH WITH - - K� ALL STORM TO BE CONSTRUCTED 2" IRRIGATION METER BACK OF SIDEWALK MANHOLE /' O 5=0.0200 UNLESS OTHERWISE 2" DOMESTIC WATEP. METER TOP = 192.7± (VERIFY) - o NOTED HEREON SEE DETAIL o C.O. / --- • CLEANOUT a^ �� AL.L STUBOUTS FOR STORM LATERALS 4 - // SHALL BE 3' BELOW FINISH GRADE. o � CATCH BASIN / '' COS ' � i M 1,Y FIRE HYDRANT / o o THRUST BLOCK / \�E� w / W -SS-- SANIIARY SEWF_R !_INE Lam, 14,123 ---ST----- STORM SEWER LINF �''1c_ < < �., OREGO�f N - --y/- - WATER LINE rvoRrH `G(� 28 o ROCKERY WAIL. SCALE r) O d o KEYSTONE WALL M 0 20 40 EO ter O G ________ - IRRIGATION SLEEVE ( :EEr ) o W SCE LANDSCAPE PLANS - ---- --- Sheet Numbir J Q V- Z 1 inch = 40 /t. 3 U O �O DARTMOUTH ST.,7655 00 SIT 94-0006 U 3 OF 12 SFC X, T X S. R X E, WM �. _ ' IMwIIMYwNlrr- IF THIS DOCUMENT IS LESS rT TI-i T TTl I�T�r�r TTT IIT III T i rT fill TTt Tl 111irj � TTT1'1 P1i[g1.1 TIT X111 1 I I' 1'T'�'� 4 1 �TT'� g 1Ti T�T�T�'7 8 I I I 10 I 11. 11 AUGUST ST 1995 �• � I I,rGISLUUE}1'1'O THEAN QUALITY UALITYOOF, -�--____� J_---__ ...�-- -----`�L.-- �. �.-- ��--� _-----.� � MU�.,UJ I 30 Q No." THE ORIGINAL DOCUMENT. I ���l��ii�� iLIZ l�ll��i�i��!lii'I�i'Ifi��l��ll ull iIIIII�iIIIIIIIIIIII!Illllliilllllllllllill�lllulllllll�li illlllui illlll�li 31111 ililc�Il,II Illll�l Illl�llll t' lu��` L 9 � ull�ul��ll��lll�L�111�►Tlw�� � ,r 41 I .,... i .......................... OD 1 w cz) co m 00 CO 1 - I d y _ PLANNING - --- SURVEYING 007ENGINEERING I Kai., / l j= LANDSCAPE ARCHITECTURE o (� F ODI , �.� U, � � / � 8 o40 TURE� i I v W 16+00 9 IDR p sN(509)52J 56 59280 (509) 828-0455 :r I + r + l N o o �� PLANNING o � _ SURVEYING YI G � EXIST. MANHOLE O cn STA. 7+06 Ir" PLUG EXISTING' OUTLET ENGINEERING OUTLET1'�1,` �� / TO SOUTH & ABANDON -0— 'n;' " q�pD O PIPE AFTER NEW LINE LANDSCAPE . i��� IS ACCFPTEO ARCHITECTURE / 8405 S.A. NIMBUS AVENUE I; P P.O. BOX 80040 \ MANHOLf ��.. PORTLAND. OREGON 97280 689 (503) 628-0455 A. + S� Fes. (503) 528-0775 j 1< 1• / � G z F O �P w }x\ MANHOLE /1 ��•�\ •`' ., STA. 0+50 7.5' _� _-7 C), o O cr— MANHOLE 2 _ EXIST. R/W MANHOLE 3 STA. 1+10 / STA. 4+17 r�/ � EXIST, MANHOLE SIA. 0+00 ' G SAWCUT AND FE:,'.OVE CONC. PAVEMENT AT JOINTS. IF NECESSARY, REMOVF ENTIRE CONC. PANEL AND r \ REPLACE IN-KIND PER CITY SCALE REQUIREMENTS 50 73 30 100 \ ( FEET ) j �J Q,_ e e 1 inch = 50 ft. PL41\1 a__IIIQ LLJ _ , SCALE HORI Z 1"=50' CO3 (t _'j c s yy O Q w L�Lj l T :ROCK TRENCH H4CKF!LL �./( . .................................._...«............... .....,..............«.................. - , 2 25 ,�..,..... .._....�.._`.................. 225 ........................ .,.........._................«..................-.............. ......,.......... 1� I . .............. . . ................,....,.,.......,.. ... 2-2- 0_ ...................................,..... ....... ........................,....,..«..,,,.•..........................,«.a.........................«,,.,.«......«......... ...........«...«............ ..........,.....,..........................,...,.....,..............,..............,...,. ...,....... ....... ....-.:... ...................... j .......,.. ...................... ..«............•.................. ............ 220 .............µ. ................................ ........... « ..........._............................. ..,. EXISTING GROUND U L I 215 1 1 . .....i..................................................................._...............,....,... II . ......... ................. 215 .........................................« ............. ...,...........,....,....... . .,. �V.J �....,...................,.. .......... .................. I I I 210 I r ..................... . � .. .210 .................... .. F- -- Plot Date. 2/9/94 l 205 Design: IRM i � I C _ 1 ..........1.............................................. Drawn: KBD, MCL ............ ... ...... .. Checked:205 ........................ . ........ ... ..............._..........,............ . . ` 272 L.F. 8,. P.V.C. 17 L.F. r P.M. _ o i O S*0.0050 S•O.00SO �� iI I 7O L• ; . -..«.«...................... ! (o .._. Revisions: "' 00 4 R VSkD ALIGNMENT_......... 30S ,0.0159 iPvc- .................... ......... ................... ............... .... ._..........,200 Q rCrO,n� a0 IIII Iryo �w? - ' l ...................... �.,. 195...�` «....................ONOo fn �9. .............................................. ................... . ................ .... . C24 II II - Plot Date: 112219-3' T 06C Design: TAH EXIST. SANITARY W I �a° ,,� II _ WWj I 190 Drawn: o I',I ® W 2 O 'I i = 4i 4i }� KDB n SEWER o - In z PRO ED F a ® 5-0.0600 �� yu + '� `r' ...............� ._a a W W _.ti__ .....•........................ ......... .... ..... Checked. s 190 % c�0 Q. 6U c,rn . _ iG 1 Nf / ................. .................... . 0� II r• I 14,123 _ O 4 / G! i� p II I ! II ( Revisions: a C 0 ^ p II ~ I I• �:n. 1 It o ';Z4 + n N w L(3 I 185 c G OREGON _ r') W L(r p «........................... «.................. .................._........_ - u� 01 1 _W W o �> ry o, t Y26. .RY_.. _ ;_Of I �..............................................................................................................._................,.................................,.........,.,............,......,., ion _ , 1 M x �I w ^ W z U 0 FT �, oM pn _ ! Z_ i . I I ......... 1 80 Q .................._........ p I 1 Is) Sheet Numberer LA N _o180 . . .. 2 Or-0JO,0 SCALE HORIZ 1 —� CO3 o � � �?� � ; , VERT 1"=5' -- _ _ .............. .....«............................. ..... .... .......... ............ .......... ............. ............... ......................... ... ........................;....... ........... . . x 0,W_xxw ............................ ............................ C) 0 A+00 w 1+00- !._.. ... 3.+.00...................................................4+00 5+00 6+00 7+00 8+00 SEC x, r x s, R X E. w�, LJ X O F) oSheet Number ro Cn7 .� 0 L" L_ 6 (.ZIP SEC X, T X S, �I0 DARTMOUTH 3T.,7855 C] SIT 94-0006 47F12 Tj �TTj��i7�7 r �T IF THIS I70CUMENT IS LESS 17P7� I� II �� �rl)IY�f( i IT f�Tl' � �-TTMjll� 111) 11'I' I� 199r 747 I ' 1� AUGUST3U LEGIBLE THAN THIS, NOTATION, � 11—� 411 1 --_ 1---- . -----"1 _r,a� �..� —I IT IS DUE TO THE QUALITY OF ° THE ORI(�1NAI, DOCUMENT. S ft 8L LZ Z Z E Z 1 Z I RI LT 9T 9i 6T fii LI TT T 8 L 9 9 fiTwlm, `j►�(�►ISI iiiliiii ��������� ������ �I�i i�iiilldll� �lliii �liiulu�iiu�iiii ���������������►�� ������ T�►��►��1►►>>>►�.T �' i11111 1111111 11111111ll1Lllli1L"ll►�{ 1►, I,I,�III►�NIII OD CC 00 w m 00 00 40) ao RAMP PER DETAIL. __-- 1 K' C07 \�� PRIVATE ROAD \ ry 30' MIN. - PLANTER AREA _ RADIUS A �` 30' MIN. RADIUS % �Y^ OURSE _ - -R/W - - - - - - - - - � kAPPr:�, DET L pp� ° PLANNING h .1 - i 1 �� `� - MATCH SIDEWALK, 3 / 2 � SURVEYING w zCONCRETE_ APRON a C07 / l ��y' N�INS a AT PAVEMENT ENGINEERING tL Q A n 75. CONCRETE CURB -..0' j 2:1 MAX SLOPE E 6 RISERS __0__ o - ` �s t LANDSCAPE - A �/ '` I 2 N ARCHITECTURE.W. NIMHU4 �- - - I �, CONSTRUCT STAIRWAY PER p0. Nox 90040 33' 7.5' 6' O.5' DARTMOI�TH ROAD '� ° ° ° �- r\,`ti C'07 kORTiaNQ, OREGON e7290 `u - J I Yy --�_ � > o v ° ,� �� ry' (603) eze-o4e9 '� P.:: (909) 626-0775 �f. x{ 3 1 H AC PAVEMENT 2 0' °' A SEE A-A ON 4 ao 1„ PER C04 � CON RETE C04 4 - 5X N'EWAYS OPE "� AP N FOR PAVEMENT 0!i ,��a V f^� C) STREET AND CURB __ ry0 9' a O ell 7" CONCRETE PAVEMENT (,.V ?. CONC. SIDEWALK �- 2" 3/4"-0 LEVELING COURSE ON Mq{ S BY CONTRACTOR SECTION A--A 4" 1--1/2"-G" BASE COURSE 4" CONC. ON - STANDARD CONC. CURB AND GUTTER ON I 2" 3/4"-0 LEVELING COURSE 2" 3,/4" 0 LEVELING COURSE ON * 4" 1-1/2"-0" BASE GUTTER / (END STD. CURB AND GUTTER AT .R/W) / PRIVATE ROAD ENTRANCECFF PRIVATE ROAD ENTRANCE OFF PACIFIC HIGHWAY OF PUBLIC ROAD WITH CURBS \CD4 '4 OF PUBLIC ROAD WITH CURBS 7 STAIR ACCESS 8 DARTMOUTH TYPICAL SECTION 1 ----- -- N.T.S. C04 N.Ts. - - - - -- N.T.S. C04 Q 5MIN. -FENCE CAP UNIT NEW CURB O TOP OF WALL ELEV. VARIES I (TM) SEE SHEET COI - -- - FINISH GRADE JI N TOP LAYER PER TABLE (L i) f 1 LJ UI , ' ((�` L 5, 0" W V co 2 STANDARD --MIN. 12"-3/4" DRAIN ROCK v } 1.5" CLASS "C" ASPHALTIC CONCRETE MODULAR CONCRETE FACING UNIT (TYP.) I `�' SEE rj O 1.5" CLASS "B" ASPHALTIC CONCRETE _ TYPICAL LAYER PER TALE (L2 �-J _ C04 - - 2" 3/4"-0" CRUSHED AGGREGATE / (LEVEE ING COURSE) -+ • • .__j LIJ REINFORCED WALL FILL ZONE -,' - QD C) 16 �- --O PLANTING SOIL .....iYµy�..r' ,.: 3'-0" m I WALL HEIGHT VARIES A I J� 2 COMPACTED SUBGRADE 1� "-8" 1 1 �' 0" - GF_OGRIOS PJR 6 EXCAVIXION - 2'-0"'� : RUSHED AGGREGATE ,� _ LIMITS ! 1 O OR FILL TO 959 DRY DENSITY (BASE COURSE) 3 C04 �- 1__ I6" CONC. PAD FOR WALL LAYOUT I SUITABLE EXCAVATED CRUSHED AGGREGATE _ 6AC' FILL SEE SHEET COI MATERIAL WET WEATHER SECTION 12" TO 24" 6" 6" FINISH GRADE - 3'-0" DEEP PIT RUN PER SOILS REPORT W'YY-y" -- I-- - �- --- - ' EXIST. GROUND 4" PERFORATED DRAIN PIPE TO WETLANDS, SLOPE AT 1% MIN. EXISTING GROUND REMOVE TOPSOIL EXISTING GROUND BOTTOM OF WALL_ ELEV. VARIES (BM) SEE SHEET CO 1 �- i� ,�PVMT I 4" PERFORATED PIPE a TO WFTLANOS, SLOPE AT 1% MIN. � � Z 6" THICK CONCRETE 3' MIN _ I' CL _3 10' Q LEVELING PAD I�' � KEYSTONE WALL DETAIL � TYPICAL SECTION - REINFORCED WEST PROPERTY LINE 9 2.1 MAX. SLOPE\ 5 -__-__-»- -------- - f 5; MAX , EARTH RETAINING WALL N.T.s C04 /6 1 I J MA HEAVY DUTY PAVEF�IENT _ 2 ---------_ _-- -- - - - -- --- ----_ - -------- N.T.S. ---- - CO4 N.r.s. C04 ��� MIN. 5' SIDEWALK WHERE. SHOWN ON DWGS TW ELEVATION GEOGRID LAYOUT BASE UPON USE OF KEYSTONE STANDARD MASONRY UNITS AND ER LAN TENSAR VX 1500HP GEOGRIDS, USE OF ALTERNATE MATERIALS WILL REQUIRET ENGINEERED DESIGN BY CONTRACTOR AND APPROVAL BY ENGINEER, COMPACTED BACKfILL I 1 �,, --- 6" DR.-'IN ROCK I- GEOGRIO POSITION TYYYYY-y-" H IT /rGEOGRIO HEIGHT ABOVE LEVELING PAD (FT.) 5' l Plot Date: ,'17194 Y ry-'\ ^ ` 4" PERFORATED PIPE WRAPPED Design: TAH H(r-T) TOTAL TOP 2ND LAVE TYPICAL ) WITH FIL.TF.R FABRIC. CONNECT 2" CLASS "C" ASPHALTIC CONCRETE PER NO. LAYER FROM LAYER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1N 19 211; MIN.. TO NEAREST Drawn; KD61MCL DETAIL LAYERS L 1 (FT) TOP L2 (FT) - _- �- MIN. SEWER - -- - - - � fr`:�' SLOPE AT 1% MIN. Checked: _ �-- 2. 3/4 -0" CRUSHED AGC'REGATE _._.-_...__.._ /J (L.EV LING COURSE) 6 1 7.8 4,0 ATI r 8 2 7.4 7.0 3.33 6.00 PLAN Revisions: I -- .6 Ei,O 2.67 G.67 �--__ B �_ - 12 •�1 94 AGENCY REVIEW 10 2 8 __._. CHANGES 12 3 8.9 7.9 2.67 5.33 $.67 \- COMPACTED MATERIAL - - 14 4 10.2 8.6 2.00 4.00 6611 161.67 ------- BOTTOM WIDTH (B) TABLE 16 5 11.6 9.6 2.00 4.00 6.00 8.67 12.67 COMPACTED SUBGRADE - 5" 1 112"-0" CRUSHED AGGREGATE WALL HEIGHT (H)- WALL WIDTH (B) OR FILL TO 959 DRY DENSITY (BASE COURSE) 18 7 13,9 11.1 11.0 2.00 3.33 5.33 7.34 9.34 12.00 16.00 FI < 10' -- B = H/2 20 8 13.9 12.0 12.0 2.00 3.33 4.67 6.117 8.67 10.67 13.34 16.67 H > 10' B = 2H13 - 22 10 16.3 13.5 13.3 2.00 3.33 4.67 6.00 7.33 9.33 11.3.3 13.33 16.00 20.00 � �� PR f \ GIN \--WET WEATHER SECTION 12" TO 24" 24 12 17.7 15.0 15.0 1,33 2.67 4,00 5.33 6.67 8.00 9.33 11.33 13.33 15.33 18 CO 22.00 1. ALL ROCK SHALL BE ANGULAR QUARRY ROCK WITH MINIMUM 1.50 p.c.f. DENSITY. ROCK 14,123 SHALL BE SOLID WITHOUT INTERNAL FRACTURES. , � DEEP PIT RUN PER SOILS REPORT a 26 13 1$.2 15.9 15.9 1.33 2.67 4.00 5.3.3 6.G7 8.00 9.33 10.67 12.07 14.67 16.67 19.34 22.67 Y " 1 �kf' 2. ALL ROCK SHALL BE TIGHTLY NESTED WITH FLAT SIDE DOWN. LARGER ROCKS r0 BE OREGdR 7 28 15 20.4 17.7 17.7 1.33 2.67 4.00 5,JJ 6.67 8.00 9.33 10.67 12.110 13.34 15.34 17.34 19.34 22.00 26.00 PLACED AT BOTTOM OF WALL. ROCKS TO RANGE FROM 500 LBS, TO 5,000 LBS. v / GAY 28. 30 19 21.0 18.4 18.4 0.57 1.33 2.00 2.67 3.33 4.67 6.00 7.34 8.67 10.00 11.34 12.67 14.00 15.34 17.34 19.34 21.34 24.00 28.00 3. FILL AREAS BEHIND TO BE COMPACTED TO .90% DENSITY (ASTM 1557). I 4. WALL CONSTRUCTION IS TO BE CERTIFIED BY GEOTECHNICAL ENGINEER. 1 0 ---_ IO � MECHANICALLY STABILIZED EARTH WALLS- / - Pet Number J ROCKERY RETAINING WALL 10 C Q 4 b `' LIGHT DUTY PAVEMENT 3 GEOGRID LAYOUT r6� r� N.T.S. C04 Z �, 3 --- - TsC04 N.T.S. C04 Iw o N.T. .DARTMOUTH ST.,7055 SEC X, T X S, R x E. WM SIT 9+-0006 d U IF 'rH�s DOCUMENT �s r,Ess ' T 1 r(1 TjT Tpill) T T�TjTjTj t1IT T11111 tjrtjjTj1p 7 1'1 46 1 1 7 8 __ _T01 1 _11 �I_1� I AUGUST 30 19 9 5 LEGIBLE THAN THI i NO'T'ATION, --�-- -,�Tr� --__-�. --- -�--- No.JB `j'L�_ I'i' IS DUE 1'O THE QUALITY O? THE ORIGINAL DO�'UMENT• r�g Z �gZ LZ191 9I hi I ET Zi TT T 8 L 9 9 £JI.. Tonle-_- -- Iii I I I-o--I- �-� � -�����--- -1111111111! ll111111111111111ll111Wll1ll11111►Ii1�11 I 00 CIL) goTHRUST BLOCK _ TO TUALATIN VALLEY WATER TO LOCAL PLUMBING 00 DISTR T STANDARDS C 1-'-'70 RETAINER GLAND DISTRICT APPROVED \ , 00 _ ao BACKFLOW _ -- - 00 SPOOL FLG.x P.E. __ FLANGE COUPLING ADAPTOR 0 • PAVED AREA & LANDSCAPE AREA00 W / G FLOW - _- o - M � d O o �� - - CLASS D CLASS C (ROCK) i (NATIVE) mcj •' S MIN. (vCONTRACTOR TO SEAL ALLLi OPENING IN VAULT WITH NON ,4" MIN SURFACE RESTORATION PLANNING 6" GATE VALVE SHRINK UT PRIOR TO -� AS SPECIFIED FLG.x M.J. - - SURVEYING w M.J.x FL G. TEE OSHA APPROVED LADDERI ` 0 -^-- -- 00"M _--- --- --- --- - 24 / 314- f 1/8- ENGINEERING a r 6" PLAN GROUND UNE -�' - -- CONNECT TO STORM SEWER Qj I 3/4" UNDISTURBED ^ - � UNGISTURBED EARTH Q 1 LANDSCAPE EARN i � z '� ARCHITECTURE _ - 8405 S.W NIMBUS AVENUE: 0040 ® -- i ---� ,` ti P.U. BOX OREGON lYQIE' L L t�, 6" ," I/8' FILLET PORTLAND, OREGON p728(1 VALVE BOA COMPACTED NATIVE / La.l 1 1�1" � boI � 1609) 826-0466 18' I 4" MIN O.S. & Y. VALVES SHALL BE /4'-0 CRUS MATERIAL 0 n T/4" Pu: (503) 626-0775 B HIND CURB 18 COMPLLTE - r --- SUPERVISED WITH TAMPER SWITCHES ROCK � USE ROCK TRENCH BACKFILL ry _1 OR SIDEWALK + 1 - �E AS REQ'O BY FIRE MARSHALL. /�,r_- WHEN TOP OF PIPE WITHIN 1:I �T\'--- Y SLOPE OF FOUNDATION 3/4" 6" MAX 3" 6 3/8" C - DRAIN ROCK POCKE7 THRUST WRT._ 12' � -�_ - _ �'• '�,�. [r 4 CU F1. MIN BLOCK d -- - ? �. -3/4' (TYP) 6' HOLDING SPOOL M.J. f, PIPE 0.0. SEE DETAIL �� 3/4"-0 PIPE O.D: ••:• CRUSHED ROCK PLUS 6" PLUS 6' . • /903 -- CONNECT TO STORM SEWF_R 3 A • ELEVATION Q - •: FIRE LINE DOUBLE CHECK DETECTOR PPE_0 O r BEDDING ~ UTILITY VAULT OR •EOUAL BILCO DOOR A \' � MJ.x 6" FIG. TEF � CONCRETE SIZE WITH F.D.C. WITHOUT FDC OR -EQUAL J \ PIER BLOCK - 4" MIN. FOR PIPES LER THAN 16` 8 687_-WA JD-JAL 6" MIN, FOR PIPE 18' AND LARGER \ AATERW. TO BE CAST I ON ASTM A-48, CLASS Ju WEIGHT APPROX. 139 LBS. rr ENCH BACKFILL DETAIL 7 STANDARD MANHOLE LIDS ��FIRE HYDARANT STANDARD INSTALLATION DOUBLE DETECTOR CHECK4 - TR _ N.T.S. COS N.T.S. N.T.S.-- -- --- ---- --�C05 / N.T.S. COS � NOTES: O 1 (HORIZONTAL) VOLUME OF THRUST BLOCK ___ _+_-. .. \ \� STEPSTANDARD OR LADDERS BEARING AREA OF THRUST BLOCKS IN WQ. FT. IN CU. n:S. (VERTICAL) _ SHALI. BE INSTALLED. - -- cl- FRAME & COVER `I STANDARD M.H, RUNGS _\ FO�'Tj•NG TEE 90' BEND 45' 22 1/7 11 1/4' FITTING _BEND ANGLE SEE DWG N0. D 112 12" O.C. LOCATED ON 1,� \ \ �S�i�lEE BEND BEND BEND 2. FOR OTHER DETAILS 45' 22.5' 11.25' VERT. SIDE OF REFER TO U.S.A. GROU MANHOLE WITHIN 24" 1 I DWG. NO. 30 4 _ 1.3 1.8 1.0 1.D 1.0 4 I.1 0.4 0.2 FINISH OF COVEk AND FLOOR O - 6 2.7 I.0 0.4 GRAD 3. SEE DWG. IVO. 120 O I _ 6 2.8 4.0 2.2 1.1 1.0 _�w____ FOR FRAME AND I 8 -- 5.0 --- 7.1 3.8 2 0 1.0 Ld 1.0 1.5 0.6 _ / � COVER � I�II 6 112„ \ / W 10 7.9 11.1 6.0 1.1 1.5 10 6.0 2.3 0.9 I +2 11.J 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 ' L.,U C.) 16 20.1 28.4 154 7.8 3.9 14 11.5 4.3 1.8 �/ 1/2" 20 31.1 44.4 24.0 12.3 6.2 1614.R 5.6 1 2.J 4" CONCRETE EXTENSION RING i 24 45.? 64.0 34.6 17.7 8.9 INSTALL AS REQUIRED.TO BRING MANHOLE COVER & FRAME TO - DF_SIGIt GRADE_ - MAX. .3 RINGS ( n VALUES BASED ON 200 PSI WATF_N OR 12 MAX. - IOP VIEW PRESSURE AND 2000 PSF SOIL BEARING - ~-A + \ CAPACITY. '�+ -ECCENTRIC MANHOLE TOP -�- 48' SEcnoN ` N ffI-- ••• AS NEEDED `1 48" 1/8' RADIUS W _ MACHINE 70 A TRUE 25" to ' QD Q • . STANDARD 48" MANHOLE RISERS - -- -- -- - I 1' co MACHINE TO A TRUE 00 � . I BEARING ALL AROUND •. -- - --�_. - w I I „ _ RAM-NEK JOINT MATERIAL OR EQUAL - ALT. GROUT 3 4 1/4" VERTICAL BEND ( I �---- 2r 3/4' O F'TING ROD MBEOMEN I D=10" TU 24" _ SIZE SIZE TYF`• 1 2,r v _ MAX, �` MATERIAL TO BE CRAY CAST IRON ASTM A-48, CLASS 30 4'-12" 16 30" 6" r' SLOPE 6"MI-+I -� �� 2�',3 4',5', OR 6' WEIGHT APPROX. 237 LBS. 18 36, D SECTION A-A D - O NOTES: -.- I \ 1) CONCRETE BLOCKING TO PF. 6" MIN. L. _ -_ Vu4 POURED AGAINST UNDISTURREDbo bo EARTH. > l I;I•a �'r'::I �..I rl ! IGS ', `J fl r i ,,.3 t ,:.:� 2) All CONCRETE TO BE C1AS5 . 722400 ' T 3) INSTALL ISOLATION WATERIAL �" gOMQACTED GRAVEL_ - --- e6" BETWEEN PIPE AND/OR FIT- 3/4'-0' AT 909 COMPACTION TONGS BEFOPC POURING /Z MANHOLE BLOCKING. 41 CONCRETE SHALL BE KEPI FOR 42' DIA. OR SMALLER PIP ,"LFAR OF ALL ,-OINrS AND NOTES: ACCEI--TIES. 1. POURED CONCRETE BASF_ - 5 STACK MIX,, 2500 P.S.I. AT 28 DAYS. 2, FORM GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW, STANDARD MANHOLE FRAME 1 � STANDARD MANHOLEr( 5 SPECIAL OVERSIZED MANHOLE 8 N.T.S. \05 THRUST BLOCKING DETAILS •�\I - N.T.S _ COS N.T.S. QCOS C05 _ -%, O Cr CAST IRON OR L ALUMINUM FRAME AND COVER WITH "WATER" I CAST IN TOP SURFACE .11 PAVEMENT � Plot Date: 2110194 _ iI-2 2' PVM'T FINISHED 2' PVM'T. 8" C.1. BEND STANDARD CAST IRON F �� E. Design: FAH~"'�- HAND TAMP BACKFILL `� _ tTAPER GRADE - TAPER FRAME & COVER �! - L . ELEV=175.55 KOB 1 AROUND TOP SECTION I I r 1" I \ \ A.C. OR FINISH GRADE WATERTIGHT PIPE PLUG � S) _ I � Checked: -i-8" C.1. NO �- CAST IRON OR ALUMINUM - 6" MIN - HUB BEND 4-1 2" X 6" - r BOTTOM SECTION 12" MAX. INC HOR BOLTS I 2" SQUARE CONCRETE BLOCK Revisions --i. ALTERNATE 11„ - WITH ANCHOR BOLTS 217/9 4 AGENGi PEVIEW PIPE O.D. +1" CONNF_CTION � ` `/.E. CHANGES _ DRILL 1/2" DIA- DETAIL CLEARANCF SPACE - - CLASS "A" BACKFILL AS _ OPERATOR EXTENSION WEEPHOLE ON BETWEEN CONCRETE SPECIFIED FOR A MIN. OF 6" %%,75.5A 6/ THREE SIDES I BLOCK AND PIPET)5 (SEE DETAIL Ilo. 5) CLEANOUT - FLEXIBLE AROUND CLEANOUT L�/. ?4" O�q 8" BELOW RIM.z. PACK WITH FELT OR E -'�--- ("WHEN NOTED) COUPLING AS OTHER APPROVED I.E. 1 ~ FLEXIBLE_ REQUIRED MATERIAL. 30 COUPLING --- _ - - _ 6" CONCRETE ENCASEMENT -- -- - -- -- 7 LYNCH TYPE 8" C.I. PIPE TEE - CATCH BASIN ._.. . \ G L. SQUARE SPOOL R,4 (t� CONCRETE APPROVED ENC,ASc MEN ` • e ,I 3 OVERSIZE MANHOLE EQUAL) _ �1 4" MIN. 3 4" lV" SEE ABOVE FOR LF. F_LEV.=174.44 ^a. A _ 60" DIAMETER C.R. COMPACTED 2. _ 0., PIPE ZONE AND h!TERNATE MNIN slzE AS SHOWN ON PUN �4�EO PR BEDDING - BACKFILL MATERIAL COw JECTION -•+-� -�-" I! p VS ���NF fR / SQUARE AS SPECIFIED DF Ai: /• .� �� 14.123 I/ �`...M w1) VALVE BOX NOT TO RE"ST 4) PROVIDE 18" SQUARE BY 4" THICK >�c ON OPERATING ASSEMBLY. CONCRETE PAD OUTSIDE OF PAVED AREAS A 1 2) OPERATOR EXTENSION VALVE BOX COVER SHALL BE A rn t / REQUIRED WHEN VALVE NUT MINIMUM OF 4 1/2" IN LENGTH A N� n IS DEEPER THAN 18 IN. o Fo FROM FINISHED 3RAOL' CD d 3) CENTER VALVE BOX ON to AXIS OF OPER. NUT. Sheet Number �t r� 0 Id �- /- ' FLOW CONTROL MANHOLE 2 C Q 5 o I,- TYPICAL VALVE SETTING VALVE BOX DETAIL 3 CATCH BASIN PIPING, DETAIL 6 STANDARD CLEANOUT � � N.T S. C05 -- - Z � DARTMOUTH 3T.,7855 ---_-_- --� - - - ------ ------- - _ / N.T S. -- C05 N.T,S. C05 U 12 U SIT 94-0006 N.j,$, SEC X. TXS, RXE. WM 8 OF 12 -LL3 �co ) L7 n 0 t. IF "'HIS DOCUML;NT IS LESS 171111111 l 1711 � 1 11 �1TfTTj1TTTTr1 � T�11 �I TTrI I TP17 i1TT1T 199b �r I i r�r 1 ' I 1.ZG i AUGUST 30 " ► 1 4 -- - -- 6 I ; I I I 10 111 • LF:iIBLE 1'f1AN THIS NOTATION, � _-_-.�, � -__-�� __�_�- ._ ..-.._�_�-._�.� - ..-_L------- IT IS DUE TO THE QUALI'T'Y OF _ _ "°'e THE ORIGINAL DOCUMENT. - - - - T` -T I � F Z II B Z L Z 1x7. Z Z S Z I I Z 8�I e�I 16� i 9 IlII�IIU�IlII IIllIIII�I�iIIIIIIII�III!!IIIIIIIIIIIIII�IIII IIII�IIUlllll�llll illl►III1 IIII�IIII IIII�IUllllll�llllllllhil111llll�ll�llll!I�Illi�llllllll�l�llllll�ll1�111111�! <<llli I!I!�Illl l!111!!II!I!!i!!►►I!1!!�!!!!�!!!!�!!!�I!I!11llll�ll��illl!!►I�I!�il!li! �i�� �!!�IN�i �' I I i CID 00 00 00 00 NOTES: A NOTES: STANDARD NOTES FOR SEDIMENT FENCE=S � 00 FABRIC 1. INSTALLATION SHALL FOLLOW THE ^� EDGE OF DISTURBED AREA TO BE USED WHERE THE EXIST. MANUFACTURERS RECOMMENDATIONS. 1• THE FILTER FABRIC SHALL BE PURCHASED 'N A CONTINUOUS ROLL CUT TO THE r7 GROUND SLOPES TOWARD THE ROADWAY AS CALLED FOR IN 2. POSTS :HALL BE INSTALLEG SO LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, SPACING AS THE PLANS. THAT A MIN. OF 3' - U" EXTENDS FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT' PAST, WITH A CALLED FOR ON SLp ABOVE THE GROUND WITH A M!N OF MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 3 DRIVE STAKES FLUSH TO PF 2' - 0" EMBEDMENT. { N I I THE PLANS. � �� 2. THE FILTER FABRIC FENCE SHALL 6'E INST•ALLED TO FOLLOW THE CONTOURS 1L TOP OF BALES. \� \ WHERE FEA�rt3LE. A TRENCH SHALL BE EXCAVATED UPSLOPE AIJD ADJACENT PLANNING TO THE 'FOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. -O-- r $ ■ 3. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SUPPORT FENCE SURVEYING '- SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE_ OF THE POSTS USING HEAVY- 2 EAVY 2 - 2" x 2" x 3"' -� -- - DUTY WIRE STAPLES AT LEAST 1-INCh LUNG, TIE WIRE OR HOG RINGS. THE WIRE SHALL ENGINEERING PEGS EACH BALE n BALED �Y OR STRAW 6'" MIN. QURY FOR FABRIC EXTEND INTO THE TRENCH A MINIMUM OF et INCHES AND SHALL NOT EXTEND MORE FLOW TRENCH- THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURI=AC'E. ■. ■ TO BUTT TOGETHER. LANDSCAPE r ■ 13ACKFILL-1 4. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE ARCHITECTURE FENCE EXTENDED INTO THE TRENCH. (HE FABRIC SHALL. NOT EXTEND MORE THAN 36 INCHES tilos S.W.F. NIMBUS AVENUE F'.0. BOY 80010 6" ,MIN ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO pUtt'I'LAND, OREGON 97280 ■ 455 EXISTING TREES. (009) ) 52a-07 A Y.:: (509) 528-0775 • �w ■ PROFILE VIEW 5. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, ! THE WIRE MESH SUPPORT FENCE MAY' BE ELIMINATED IN SUCH A CASE, THE FILTER FILTER FABRIC MATERIAL 36" WIDE ROLLS FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS Z MINIMUM. ATTACH TO STAKES. OF THE ABOVE STANDARD NOTE FOR STANDARD STRENGTH FILTER FABRIC APP07NC. - O EDGE OF' DISTURBED AREA _ C� TOE OF SLOPE 6. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEOL,TELY AFTER W REINFORCING- EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED C�: PLAN VIEW2'-0"MIN, i NETTING IF, REPAIRS SHALL BE MADE IMMEDIATELY. FABRIC RECOMMENDED BY MFG. SL EXPOSURE DRIVE STAKES FLUSH TO TOP OF BALES. BURY BOTTOM OF FILTER MATERIAL IN 6" BY 6" TRENCH - 2"X2" WOOD POSTS. STANDARD -�-�j OR BETTER OR EQUAL ALTERNATE: STEEL FENCE HOSTS EMBED BALES 4" MIN. Pk r �L, VIEW BURY IN NATIVE GROUND ---- SECTION A-A STRAW BALE SEDIMENT BARRIER 1 SEDIMENT FENCE DETAIL 4 Q -- N.T.S. — ------ — C06 N.T;S. ---- -- --- C06 ' O O O �-- 3 BALED HAY OR STRAW O L+J Q `j I 12' Or I CENTER X55�O P PGG • • •` PPP -.�j � W RAD. = 25' MIN. / f CLEAN PIT RUN OR 2" MINUS GRAVEL- / PROVIDE FULL WIDTH PIAN VIEW fie! SUBGRADE REINFORCEMENT 8" MIN. OF INGRESS / EGRESS AREA • GEOTEXTILE, AS REQUIRED DEPTH _ EROSION CONTROL_ TABLE REFERENCE: EROSION CONTROL FLAN TECHNICAL GUIDANCE HANDBOOK (� SITE 5LOPE(1) UTILITIES CONSTRUCTION STOCKPILE \ CENTER OF SWALE OR DITCH <2X <10X <15X <20% <30% <50% >50X Cotch Bosin Ditch v Uroinoyc Drainvge 2 - 2%,2"x3' BALES TO OVERLAP AT BASE GRAVEL CONSTRUCTION ENTRANCE 5 BASE MEASURES_ PEGS FA. BALE __-- / v T.S. �C06 1 GRAVEL CONSTRUCTION x X X X X X x ENTRANCE (SEC. 3..3.1) O W 2 SEDIMENT FENCE OR X X X X X X �J BARRIER ® TUE: OF DISTURBED AREA (SEC. 3.3.2 & 3.3.3) 4" MIN, EMBED ENT 3 UNDISTURBED BUFFER ® TOE A(2.) PROFILE VIEW EROSION CONTROL PLAN (ECP) NOTES OF DISTURBED AREA (SEC. J.3.5) 1 SEDIMENT FENCE INSTALLED X X X X X X 1. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO ENSURE THAT ON CONTOURS (SPACING) (300') (150') (100') (50') (25') (25') SEDIMENT LADEN WATER DOES NOT LEAVE 'HE WORK SITE. THE CONTRACTOR SHALL (SEC. 3.3.2) STRAW BALE SEDIMENT BARRIO? Z USE ALL AVAILABLE MEANS TO ACHIEVE 1'Hr� RESULT. - - -. - - - 2. THE IMPLEMENTATION OF THESE ECP PLANS AND THE CONSTRUCTION, 5 TEMP INTERCEPTOR DIKES1X 1➢1 ! _-. 'SWALES AROUND ACTIVE WORK N T.S. C06 MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ECP FACILITIES IS THE AREAS (SEC. 3.3,;1) RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED, AND VEGETATION/LANDSCAPING IS ESTABLISHED. 6 CHECK DAMS X C] (SEC. 3.3.13 & 3.3.3) 3. THE ECP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN Q CONJUNCTION WITH ALL CLEARING AND GRADING ..LIivITIES, AND IN SU(H A MANNER 7 STORM DRAIN INLET X AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM PROTECTION BARRIER OR VIOLATE APDL";,ABLE WATER STANDARDS. (SEC. 3.3.12) 4. THE ECP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS WET WEATHER MEASURES Plot Date: 2 i 94 FOR ANTICIPATED SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD, THESE ECP FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO 8 ESTABLISH GRASS « • • • « Design: �AF1 ENSURE THAT SEDIMENT-LADEN WATER OGES NOT LEAVE THE SITE. (SEC. 3.3.6) Drawn. KD13 5. THE ECP FACILITIES SHALT_ BE INSPECTED DAILY BY THE CONTRACTOR AND 9 2"-MIN SIRAW MULCH 0 0 0 0 0 0 Checked: STRAW BALES OVER INLETS MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. COVER (SEC. 3.3.7) .�. j Revisions: r. 5. THE ECP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED 10 EROSION BLINKETS 4/ 0 0 0 0 0 0 / i 94 AGENCY FEVIEa RUNOFF WATER WITH - (1 �.� F'LTER FABRIC AROUND A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. ANCHORS (SEC. 3.3.8) r CNAN:',_ 1 i SEDIMENT < 7. ALL STORM INLETS SHALL BE PROTECTED TO P,?EVENT .SEDIMENT FROM _--- - - 11 6•-MIL PLASTIC `'HEFT 0 0 0 O G • • LEAVING THE PROJECT SITE. AT NO TIME SHALL MORE THAN UNE-F001 OF SEDIMENT COVER (SEC. 3.3.9) BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH 64f,/N. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING 12. SEDIMENT TRAP OR POND U 0 O 0 U FILTERED OPERATION SHALL NOT FLUSH .SEDIMENT LADEN WATER IN70 THE DOWNSTREAM (SEC. 3.3.10) v - ---- SEDIMENT WATER SYSTEM. POST CONSTRUCTION 8. ALL AREAS DISTURBED BY CONSTRUCTION OF i'HIS PROJECT, NOT RECEIVING A - CATCH BASIN PROTECTION 3 HARD, DURABLE SURFACE SHALL BE GRASSED AND/OR LANDSCAPED AT EARLIEST 13 ESTABLISH GROUND X X X X X X X X PRACTICABLE TIME. COVER OR LANDSCAPE PRIOR R - - ----- -- -- --- TO REMOVING EROSION N.T.S. \ CQ6 9. IN GENERAL, CONSTRUCTION SHALL PROGRESS FROM DOWNSTREAM TO MEASURES (SEC. 3.16) � ��G►Nf it UPSTREAM. THE CONTRACTOR SHALL CONSTRUCT- ECP FACILITIES IN CONJUNCTION 4, 1 x,123 I w WITH ALL CLEARING, GRADING AND OTHER LANV ALTERATION ACTIVITIES. - - a. X KEY: X BASE MEASURE (REQUIRED AT ALL TIMES) I ORECONT—I 7 10, STABILIZED CONSTRUCTION ENTRANCkS ARE. REQUIRED AND SHALL BE A - ALTERNATE TU BASE MEASURE INDICATED IN PARENTHESIS / INSTALLED AND MAINTAINED Foil' THE DURATION.OF THE PROJECT. THE LOCATION OF = OPTIONAL BASE MEASURE, CAN USE AS APPLICABY6LE / l r 41 THESE ENTRANCES SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION = SUPPLEMENTAL WET WEATHER MEASURE (NOVEMBER 1 - APRIL 30) LD OR RELOCATION, ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL 0 = ALTERNATIVE WET WEATHER MEASURE TO • -� o EXISTING PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. � 0 O d' I o 11. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIL; FUNCTIONAL AND IN Sheet Number 0 o PLACE UNTIL THEIR REMOVAL IS DIRECTED BY' THE ENGI FIFER. THE CONTRACTOR (1) NOTE: IF DIFFERENT AREAS OF THE SITE HAVE CONSIDERABLY DIFFERE14T SLOPES, THE SITE MAY BE DIVIDED UP AND EROSION o SHALL COMPLETELY RESTORE_ ALL AREAS DISTURBED Bti REMOVAL OF TEMPORARY MEASURES SELECTED FOR EACH ARE FROM THE APPROPRIATE COLUMN IN THE MATRIX C EROS(O.N CONTROL MEASURES. REMOVED MATERIALS SHALL BECOME PROPERTY OF 06 o`` THE CONTRACTOR TO BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND L) JURISDICTIONS. -"" F- 03 s ARI,,MOUTH sr. U T 94.0006 795 SEC X, X S. R X E, WM Uj O 7 OF t? O O « IF' THIS DOCUMENT IS LESS �T11T� �'1q � T I �1,1T1 T11r, II1111'1 11111 1 j� IIIIT���Ill ITTF iT AUGUST�ST Q 1995 s # LEGIBLE TIUrN THIS NO'T'A'T'ION I 1 4 6 _ �?I_ i_ 1�I � -� IT IS DUE '01 THE QUALITY OF No 06 Ilil EIlll�llsl�lllliif�liRlllllll�ililZ l9�14 ll { ld � dI91 ul L 8 9THE ORIGINA!, DOCUMENT. 1111u1-1idlllZ� lZiullBlilill�lu�1! ull��i;uIITIIu �T> 6juEl -11 30 E Toa9m 1����h►11+►���++T+++�N►+ ' -+Y-"11..,:9""t.'K`MP1.•;ve^.}'1'�'n�9�lT""" cc -- OU 01) 1.n 00 00 CC) rEDCf SIDEWALK00 24" IYP. PLANTING CURB L---. STRIP � 24" TYP.SWALK T HIGH CURB I SIDEWALK 77_ MAX- -- 72" EDGE OF MAX r 24" TYP. T �--- �_ n CROSSWALK ~ MANHOLE DEIAIL b STEPS \ _y I �� 1 1/2" STD. WT. STEEL PIPE_) SCHEDULE 40), ASTM A501, 6 3' DESIGN 'A' 1?ESIGN 'B' DESIGN 'C' 12" MIN. f = 36ksi. GALVANIZE AFTER _ '�f__- PLANNING 4" Mi FABRICATION. MANHOLE AS SPECIFIED ME & COVER LL II 8" MAX. I ----�►� �IDEWAL RAMP�� 'l✓` \\ SURVEYING N U ---- GRAD RING AS REQUIREDFOR DF_SI�N A' or 'B' 5/8"' SIDEWALK — -- \� 4' 114" PER FT. 1-112" 1/2"2" \. \\ �' 'r— --O-- __ � TYPICAL s/w I 1— oo I L-, SLOPE SHELF- ENGINEERING AS REQUIRED LANDSCAPE 2 7 `1` — °°°°°°0 3" CLEAR \ —j� ARCHITECTURE /,, 15�2 J/ VARIES T---o°�O°0 \� STANDARD PRECAST SECTIONS — / VARIES 1'-4' 8405 S.N. NIMBUS AVENUE 6' S. SIDEWALK COLORED CONCRETE \\ -� 6 MI .�.("�� � P.O. eox 80040 6' N RAMP TEXTURE DETAIL � — � 5" - 5" SECTI(1N A-A PORTLAND, OREGON 07280 \\ P�rb03)(60 )252840"'75 615 0 114" MAX' - 6" VARIES 'YYY� -- ) STANDARD � � MANHOLE ALL TEXTURED AREAS SHA!L BE (see note �3) 5' S W HANDRAIL FO.R STAIRWAYS CN 3" CLEAR � ; STEPS — COLORED CONCRETE - S,-E NOTE #2 _ a" MIN. / 011-1, 4" MAX. --� � PRIVATE PROPERTY IS REQUIRED -= 4% SLOPE X SLOPE ON BOTH SIDES. I 3J" MAX. A +I ANCHORS. PHILLIPS S-12 -_� 22f_� 1/2" SELF TAPPING CONC- q �- LIE NATIVE HANDRAILS MAY BE USED MATCh STAIRWAY MIN I OR APPMOVED EQUAL, L SIDEWALK VARIES BUT THEY MUST BE CERTIFIED TO _) 112'x 1-1/2" HOT DIPPED i WITHSTAND A 200 LB. HORIZONTAL LOAD SLOPE T D GALV. BOL T. 1�� � �_ r I REMOVABLE � RON A -A APPLIED AT ANY POINT ON THE RAIL OR POST. II FIBERGLASS DETAIL "B" PL4NTlNG STRIP -- --� 1 LI "17// �5' hAND II.SHALL BE CONTINUOIIS� PutTl>YONs (PARTInON ATrcHMENT) 10{W/- A/ FULL LENGTH OF THE STAIRWAY. �-- DETAIL "A" 1 � +x10 VARIES 3" CLEAR• / 5' IN. / 6" .\ SIDEWALK RAMP DETAIL HANDRAIL DETAIL 3 FOR DESIGN 'C' _ GENERAL NOTES — N.T.S. C07 RAMP TEXTURE IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED 1. --•- u FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE �. DIAMOND SHALL BE PERPENDICULAR TO THE CUR& GROOVES SHALL BE 1,18" DEEP AND O 1/2" WIDE (TEXTURED SURFACES SHALL BE L1GhTLY BROOMED AFTER CONCRETE HAS CURED). DETAIL "A"(PARTITION LOCATION) 2. --- ALL TEXTURED CONCRETE SHALL BE COLORED CONCRETE. "DAVIS PIGMENTS" X860 'JET BLACK' SHALL BE MIXED INTO THE CONCRETE AT A RATIO OF 7-1/2 LBS PER SACK OF CEMENT - MINIMUM 45 LBS OF PIGMFNT PER CUBIC YARD OF 3000 PSI CONCRETE. NOTE: - THE SURFACE. I OF COLORED CONCRETE. SHALL BE PREVENTED FROM DRYING FOR AT LEAST FIVE_ (5) DAYS. APPLY A 'HIN COAT OF "DAVIS" W- 1000 'CLEARCURF_ do SEAL' OR 'COLOR SEAL IP AS REQUIRED BY MANUFACTURER. 3. --- WHERE THE PLANTING STRIP IS LESS THAN 6 FT, WIDE, THE SIDEWALK SHALL BE O LOWERED AS REQUIRED TO MAINTAIN A MAXIMUM SLOPE OF 1:20. U n SIDEWALK RAMP DETAIL °_ r( 5 PER 0.D.O.T. DWG: 2077C 1 INSIDE DROP MANHOLE O �� N.T.S. �C07 N SEE $ - N.T.S. C07 coo ��� Q �! LLJ : �. .. _ O PLANTING SOIL 3' -0" — (f� J I— EXCAVATION LLJ LIMITS 23'-6" MAXIMUM SPAN rrQ^^ V WALL HEI T VAIZ( 5 SHED AGGREGATE 6" CONC. PAD _ _ — BACKFIL L T I� 1/2" MASTIC (7YP.) CONCRETE: lc' = 3000 psi REINF. BARS:ASTM A615, GRADE 60 �� � ----- - -�- —' ---- __ -� — - -- 4" PERFORATED DRAIN PINE TO DARTMOUTH CURB FACE MIN. / SIDEWALK - � U • 1 N0. 4 IN EACH TREAD �SLOPE AT 1% EXISTING GROUND--� • NOSING, 2" CLR. • NO. 5 A7' 12" CTRS. Of • ��\ �2 N0. 7 IN CURB 1 EACH 6 NO. 7— • SIDE OF RAIL. POSTS \ CLEARKEYSTONE WALL DETAIL SOUTH ENTRANCE LO I 4 -- --- I -TOP OF \ N 1/2" R CURB • \ 1" 12" 5" MIN. I • II 1/2 R 3" CLEAR U 6" FOUND ON UNDISTURBED --� OF GRANULAR MATERIAL COMPACTED IN 6" LIFTS 12" I TO 95% OF RELATIVE -- — MAX. DENSITY Yti 5" MIN. �C TYPICAL STEP \ INSTALL HANDRAILS PER ; C07 F- 8' 4'-8" 8" Plot Date: —' -- --- 6'-0 >/10/94 - -� Design: TAH 4" TO POST 1 N0. 7 LV CURB EACH SIDE Brawn KDB/MCL • y ON HANDRAIL POST Checked; Revisions: 11,17/94 AGENCY REVIEW NO. 5 AT 12" CTRS. 6 NO. 7 BARS CHANCES SECTION A-A L w d \C � IG NEF X . �,DD t'RGFf f\ X N�14,12,, OF# ON o r� .GAY 26, 0 0 00 STAIRWAY DETAIL 2 L 'j N.T.S. C07 Sheet Number Ci U , 3 cv7 U d L7 o DARTMOUTH ST., 7855 SIT 94.0008 OQ 8OF12 _j C-) SEC X, T X S, R X E, WM IF THIS DOCUMENT IS LESS 1TT1 �� IfTTTI 91 11 rl Trim�?�11TT1 1TIr11T7�1 LEGIBLE THAN THIS NOTATION, � T � 1 rr� — bII �_,_01IAuLI � 1� Al.1Gl1ST 3� 1X95 ° I IL I I I .1.._ T'I' IS DUE TO THE QUALITY Ole" _ No.36 THE ORIGINAL DOCUMENT, Iit, ZJ911 I LTZJ1911 -13111-11-11-1 6 Ztf17I 'll' III 1,11111 �-- LIIIIIIIIIIIIIII1II . IIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIII!IIlIII11IIIIIIIIIIIIIIII IIII�!Iillllll iui uul��i uil ui il�iliui 111 11 u� a 11111 II,1(►II� III► ���� III��WII I + I 7 i i 00 CO Cu CO 8' ( MAINTENANCE: � INTERIOR APPURTENANC_ES_: GENERAL N E RA_ L N 0 T E S:co r PLASTiFAB "FL-OW IDT' COh'JNENTS - - "0 FF ® ) 1. INSTALL BAFFLES & FLOW SPREADERS PER � THE CSF MUST BE MAINTAINED ANNUALLY THE FOLLOWING PROCEDURE (PLASTI-FAB, INC., TUALATIN, OR OR ENGINEER ) - 46" MUST BE FOLLOWED. APPROVED EQUAL. MANUFACTURER'S ASSEMBLY INSTRUCTIONS. r7 ,-EMBEDDED FRAME1. REMOVE ALL COMPOST AND DISPOSE 70 AN AUTHORIZED LANDFILL, FLOW SPREADER 46" - 2 2.) CONTRACTOR TO HAVE VAULT PRECAST FOR INLET & OUTLET PIPES. CONTRACTOR ShALL � -� 3` EMBEDDED FRAME - 2 SUBMIT VAULT DRAWINGS TO ENGINEER. _ _ __ f ____ _ ____ 2.) REMOVE ALL ACCUMULATED SEDIMENTS AND WASH CLEAN THE SEDIMENTATION UNDERDRAIN - 262 S.F. (8'x1 5'-8" AND 8'x17') ii I I CHAMBER. SEDIMENTS SHALL BE DISPOSED OF IN AN APPROVED MANNER. TRAPEZOIDAL WEIR 46" - 1 3.) INSTALL ALL PIPES FLUSH WITH VAULT WALL, T SCUM BAFFLE 18" - 2 14" 3" 3" 3.) INSPECT AND REPAIR OR REPLACE ALL DAMAGED 114TERIOR APPURTENANCES. ENERGY DISSIPATOR 18" - 2 4.) SUBBASE SHALL CONSIST OF b"' SUBGRADE COMPACTED 3,000 PSI CONCRETE (MIN.) �_ PRECAST VAULT 4.) INSPECT AND CLEAR ALL PIPE OBSTRUCTIONS. FILTER FABRIC (AMOCO 4545) - 309 S.F. (9'x16'-8" AND 9'x17'--8) TO 95% MAX DENSITY. 2" OPEv GRADED CRUSHED PLANNING 3 AS SPECIFIED ROCK COMPACTED TO 95% MAX. DENSITY WILL BE PLACED __0__ ~ 5.) REMOVE FILTER FABRIC AND DISPOSE TO AN AUTHORIZED LANDFILL. (ALL COMPONENTS CONSTRUCTEL FROM UPON THE COMP4CTED SUBGRADE. (AASHTO T-180) INSTALL NEW FILTER FABRIC AS SPECIFIED ON THIS PLAN. FIBERGLASS AND ABS PLASTIC) SURVEYING i w 3" 5.) JOINT SEALANT TO BE CONSEAL CS- 101 OR CONTRACTOR TO SEAL ALL _ r----- - -�- - - --- - 6 ) INSTALL NEW COMPOST AS SPECIFIED ON THIS PLAN. ENGINEER APPROVED EQUAL. APPLY NON-SHRINK ENGINEERING 3 JOINTS, BOTH SIDES, r w GROUT TO INTERI R FACE AFTER SEALING. WITH NON--SHRINK GROUT. W (H-6)/2 6.) MATCH TOP OF VAULT 70 EXISTING GRADE TO LANDSCAPE U- _ ___ __ ___ _ __ "-, NO. PAC NG AS SHOWN TYP AL) FACILITATE DRAINAGE AWAY FROM vAUL1. ARCHITECTURE 0' - T / 9406 S.W. NIMBUS AVENUE a I ) VAULT FLOOR SHALL BE LEVEL WITHIN 1/4" BOTH EMBED AND EPDXY 1" DIRECTIONS. P.O. BOX (H-6)/2 INTO VAULT (TYPICAL) PORTLAND, OREGON eze 0455 e72e0 W 80040 E( EVATIONS: � 0 I 1 I 8.) PROVIDE FLEXIBLE COUPLINGS TYPICAL ALL PENETRATIONS. Fri: (603) 52e-0945 4E7 -- - -� 1O BOTTOM OF VAULT AND IE OUT - 10" CSP = 169.5' COUPLING SHALL 6E SET WITHIN 18" OF VAULT WALL. 3" _ COUPLING SHALL BE FERNCO OR ENGINEER APPROVED. �-- - --- --- - - - -- ---- --- l�_/-\ 1 �• -- -� � -�� �----- � � ---�- U2 IE IN - 10" PVC = 174' MAX. TO 171.7' MIN. --J 9.) ADJUST WEIR TO LEVEL AFTER VAULT INSTALLATION. Z 4 TOP OF VAULT = 177.2' 10.) COMPOST NSTALLATION: INSTALL 12" OF COMPOST. 4� TOP OF VAULT = 175.3' DO NOT COMPACT, SLOWLY AND UNIFORMLY WET I-Ll ADJUST WEIR TO LEVEL AF',-ER VAU INSTALLATION. COMPOST AFTER INSTALLATION TO THE POINT WHERE � WATER DRAINS FROM OUTLET AND STOP. COMPOST 0 OUTLET SIDE - ALLOW 1-3/4" SPACF FROM BOTTOM OF WALL (� IE OUT - 8" PVC PIPE = 169.5' WILL SETTLE TO THE 10" THICKNESS SHOWN. TO FLOOR OF VAULT FOR INSTALLATION OF UNDERDRAIN. SEE PROFILE VIEW. © IE - 17' PVC = 171.9' MAX. TO 170.9' MIN. 11.) FILTER FABRIC SHALL EXTEND 6" ABOVE THE BASE OF INLET SIDE - CAST WALL TO FLOOR OF VAULT. TRAPEZOIDAL WEIR DETAIL 2 THE COMPOST ON ALL FOUR SIDES. NOTE: THIS DETAIL IS FOR CAST IN PLACE. IF PRECAST THE CONTRACTOR N.T.S. 12.) VAULT SHALL HAVE SANDED PVC FITTINGS CAST IN PLACE COS FOR ALL PIPES. SHALL SUBMIT ,& SHOP DRAWING TO THE ENGINEER. 13.) ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-476. ALL POURED IN PLACE CONCRETE SHALLA 28 DAY .q INTERIOR WALL DETAIL TY P 2 ALL HAVE PIPF CONNECTIONSG SHALL BEOF KOR-NA SEAL CONNECTORS SCALE: 3/4"-l' COS UNLESS SPECIFIED OTHERWISE. 14.) DRILL 1/2" HOLE AND SET THREADED ANCHOR. USE RAWL Cr _STAINLESS STEEL DROP-IN OR ENGINEER APPROVED. - INSTALL WITH 3/3" STAINLESS STEEL BOLTS & WASHERS. FLEXIBLE COUPLING (TYP) 18' - 3' - - 18' 15.) 1/4" PVC RESTRICTOR PLATE BOTTOM SHALL BE LEVEL WITH THE o SEE NOTE 8. TOP OF THE UNDERDRAIN AND EXTEND A MINIMUM OF 4" FROM (,'1TSIDE EDGE OF PIPE IN ALL DIRECTIONS. TRENCH SUMP ACCESS DOOR LOCATION (TYP) 16.) VAULT FLOOR SHALL BE LEVEL WITHIN 1/4- ACROSS THE WIDTH AND LEVEL TO A DOWNSTREAM SLOPE OF 1" PER Q 4- - - -- ------ _-- - - - -- - - 12' OF LENGTH. (1i _ FLOW l _-mm- _ - FLOW - - - O 1 f 8' - I - C) _- 0 �-' 12" MiN. SANDEDSPVC EE NOTE FITTING (TYP) -12. �- DRAIN TO DAYLIGHT DRAIN TO DAYLIGHT O T O CL PLAN VIEW N.T.S. COS rQ V 0 ``J I B �--- NON-TRAFFIC BEARING UO Sti 3 - 3'x3' DIAMOND PLATE DOORS (TYP) 3 O U, \ \ \ \ �, U 12" CLASS 100 RIP RAP .) OG NON-TRAFFIC BEARING 4 3 - 3x3 DIAMOND PLATE DOORS (TYP) SEE NOTE 6. 3' _. I 16-8" 7.7' 8" FVC " _.._._ - - - ----- -- - ;" - - Plot Date- 3 ato• - 15'-8 --- �-------- -- - 3'-6" 'FLEXIBLE COUPLING (TYP) Design: MOM _ APPLY SEALANT BETWEEN EMBEDDED -- - O Drawn: MOM g' �_ 4 FRAME AND FLOW SPREADER. SEE NOTE 8. I 4' - J Y -r SCUM BAFFLE !TYP) "1 1 Chocked: 0I 18" TRAPEZOIDAL SEE NOTC 14. Revisions: WEIR => 18 5.8' SEE NOTE 9. 12"-- SEE DETAIL 2. L0,11! -- PVC RESTRICTOR PLATEi 12" PVC 6 18" _ WI - --�{ �• T I - - 18 ___j/,ENERGY DISSIPATOR (?Y1') SEE NOTES 14 AND 15. LO -- SEE NOTE 14. 1Z"• �« -- ----- -� 1" INTERIOR WALL (TYP)_,,--- r SEE DETAIL 2. H=24--1/2" „...,_., r„ ,..,,,,... �...,.C..._..., _... .... ... ...,...K;...._......„-... ... ...:........ .•... . . ..... .. .. .. z. w-� ...( 1..,. , �{ .. ...0 , 1 ,.5�C�.... I"� ,.. 1-5 l.. ...:1 1�•1...1 C"t G�' .'C�... '�1:::1....:. .. ,� .. 1•, � 1...0 C,,.1 .,C... 1"' �1' C•-i C C 1...11•�"(,... 1 ... ,..C..1.1• ,... ...i .0 C-7 T• \. T' .... I ...5 C"'1 .y 1 , C.. 1 .... `• .... ,...� C...�. �. .., .... �• ..... � ... �.. '( 1=x;..T' l F H=25-112" �.., 1.. •� ( 1" 1 0' 0° ,. .. OPOT \ MPOST •� COM 05 � 0 a �... , P - -- ��\ , .. �a of 24 6 .... .., .. .. .. ....1 . .. .. E N TE 10. � ., 6 6' .. ..,. .. � 1•'... �� N rE 10: 1 � tr � �� w•1 ••Y, �.` ,0" PVC •`Ct. f .. , ..., ,,. :.:. .4., .. ,.i ..,, ...1. .. i.. .,..,i.. ...... ..... ,.I.' 1:. '. .. f.. . 4,123 x 2" DRAIN ROCK (TYP) FILTER FABRIC (TYP) oRE�tjk L , 1 -1 2" PLASTIC UNDERDRAIN TYP SEE NOTE 1 I. \ / SEE NOTE 16. /' ( ) 8" PVC PIPE- � SEE NOTE 16. 1 VG�r TREPICH SUMP \ / SEE NOTE 4. 0 I \/ \� y i�, y �. \ \ / / r \ \ \ \\ r") Sheet Number 0 B 18' X 8' "DROP IN" ELEVATION VIEW n CD8 r. 3 DAR7AEpU U.B. PATRNT PENDING L N.T.s, U SIT'94.0005 ST''lass OQ 9OFT� SECX, TXS, RXE, VIM LEGIBLE THAN THIS NOTATION, 1 I 1 P 1 1'I' 1Z I F THIS DOCUMENT IS LESS TT 11T T 1 TTT TT1 I. I I T T l T T i 1 1 I � 1 11� T� I I s I 1 � 1 - � �1 , 30 . 19 9 5 I 10 � 11, I 1.L AUGUST IT IS DUE' TO THE QUALITY OF - __ No.se • THE ORIGINAL DOCUME'NT• _ - -rr -- -- - - - - --- -- - - - - - - - ( F. �Z 1312 I LZ 9� 'dill 'I i I F,111� Iiil�IIIWlllllllillllllllillllllllllllllllllllill►IIII�Illlu� 1111.I1u ttull►IIIIIIIIIIII1111111 Illll�llllulll h• "1 f l MEMORANDUM April 4 , 1994 To: Blake Mills, Robinson Construction Dave Scott,Scott, Building Official-City of Tigard From: Rick Martin, W&H Pacific RE: REVISED EROSION CONTROL PLAN TIGARD COSTCO 4-304-0302 Attached is an erosion control plan that can be used in conjunction with the approved plan. The attached plan will permit the deletion of the 2 uphill sediment fances from the one along the wetlands buffer ilne. Please note that the sediment trap design assumes the lower SEidiment fence is in place during the entire construction period . The sediment trap is intended to be put into place near the buffer area as possible so as to leave adequate room for construction of the site embankments and walls. The sediment traps must be kept in place and functional during the entire construction period. c: Project File 304-0302 A DARTMOUTH ST., 7855 SIT 94-0000 10 OF 12 � F' THIS DOCUMENT IS LESS T1 Trl IT I I I I � HIT T�T�T TT�� fj�� }T� ^ 1995 Lp ' IIIj I /� ' 1 R LEGIBLE T _ � � � � I R � 1 I�1V���+�T 30 THAN THIS NO T'AT I ON , 3 4 $i 1 U �. IT IS DUE TO THE QUALITY OF -- _ - - --- - •� No.38 �...r�M.... u� ' THE ORIGINAL DOCUMENT . V 6Z 8Z LZ 9Z •�' Z �Z � _ Z TZ Z 6T� Bt LI T Si i kT EI Zt IT t 6 8 L 9 9 Tli `llll Illl�llli IIIIINIIII IIli 11111111 III111111 111Illi Ill Llll lilt I1 I lll Ill l � A a Creative Solutions . . . Superior Service PAC I F j. P.O. Box 80040 (503) 626-0455 • Planning • Surveying Environmental Portland, OR 97280 Fax (503) 526-0775 • Engineering • Landscape Architecture Services 4. w� - I r l '' -�- T-�,�,���oy !!2"�' w S �rr� 4yb� eqz"Ij- -- As� 6?,*f 4t�j� OAl2, -rrx-n'-� -b �ZC4 rt Kj , . Q 1 T. i ' f I lwle� so ; Lie S S i I i 0 i k )( K-)e-Ls Y o/ y P, � _ -�'b'►tn G�'-PitC_ :: :: .:: :: : : cru r-c* w�,f- anti (2,: � 1 LS rI I �. 41 .� }.::fi :: ::: :: _ -.;..:: :: :: �..:f::..,.. : ..j. .:.. } ,. { f _; I PIC = e s(dh TE. .. . . i _;...., tl OREGON A- _ Ott� �....._:., ... 1 MARI�� 1A A = -v T- T .......... DARTMOUTH S-T., 7855 SIT 94-0606 11 OF 12 3 `�I Project: �S'CC,�-� (t i�� Date: - --- -----___._ .__ ._ Sheet No. _� of Prepared bv: �!�'t-_ ('l�rckc�l o: N Job o J by; - - - - r 2 IF THIS DOCUMENT IS I,FSS 1 1 T '� 1 1 I .I. T - T 1 1L '� �� �'� � Tj� 1 �l � � ITI 1 1 T 1� 1�EGIBLE THAN THIS N I i I '� � T�OTA'IIC_N , . � ,, ; I � Pr I � ---1 ---__ � 3�_ 4 F � c 1995 8 10 .11. 1� AUGUST 30 � IT r IS DUE TO THE QUALITY OF — �.�_—_ —. _ - ---- - �— Na.3(i �-�'.��"' THE ORIGINAL DOCUMENT . .- , £ rz�j 89 LZ 9Z Z Z Z IZ Z RI 8T LT 8T 91 m Si 1111 !111 Jlll ll11111111111 ,]11, 1111 Illi 1111 Ill! 11111111 ;111 Illi 1911 Ill! 11111111111111111111 Lill 11111.111 Ill!- 11111llll 111.1 U. 111111111 1111111.11�11111111� ��������� i�iil�ii Creative Solutions . . . Superior Service PACIFIC P.O. Boy 80040 (50:x) 626-0455 • Planning • Surveyine, Environmental Portland, OR 97280 Fax (503) 526-0775 • Engineering • Landscape Architecture Services f qyZ i p \ ORECa 36, MARI\ 1 .. .. ., r. .. ........ � l»»*...�.. -r ...�::� � Irl � 'C Sc,1J/�t.,� QST• U eN , ,-v(eA-c, G- S c...vw� ED FFETZ - =-- »......T .... ...». .. 'IT.... TkAp .......... . .. (�5 A � , \ j TRAP 5 C�1�� N T5 4, --j P)U(- 5fIu.w 0u � �� 2. W,) . I 3E L)C/)L, o f Ncl ✓► DARTMOUTH ST., 7855 ---��Tw_ SCAIA . E SIT 94-0006 N .T, S – 12 OF 12 Date --- --- -- ----- - - -- -- -- Sheet No. of Prepared bv: Checked by: Job No: IF THIS DOCUMENT IS LESS T ' I-ITU7 I TT 11T �t 1�T T'1T T T rfi TmTr 1 , LEGIBLE THAN THIS NOTATION �, 7I I I �I - - _ T77 6 _�_ _ 1R 10 11 i 1 1 AUGUST 30 1995 IT IS DUE TO THE QUALITY OF �- ---- _ _ ,. THE ORIGINAL DOCUMFNT . -- — -- - _ - F 6Z 8Z LZ 9Z Z Z Z TZ Z 6T gi LT 9T 91 ti 8T i ZI IT T 6 L 9o Illl Illi 1111 ''! 1111 ll111111111 Ulllll Ilii illi 11111�1i lilt III fill 11111111 i(111111 fill Illi (III Jlll Illi Ill 1111 1 !l [ lilt ''� 11111111 '".11 '! 1111ll11Jll11111 I���I���� �i����11 ,M1Y,t`y,6' Y :AMI?;FH147N{7E:3