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Plans (126) PLM2O15 - 00322 • t7 0 n _ • CONNECT TO EXISTING _ ' ii a -- �- �� yRl 14NHDL �, - 100 YEAR FLOOD LINE 38 LF_6�..SA STORMOI ,t44 MAIN :�-- I - - 30 IE = 139.89 ;I N _ - - - =- --- _ "SAN.`- - - - - - .,. - - - r w _RIM -16:84 _ �_.-A,, ...�, _ ,� r 22.0 0 " - I ! i .. SAN-- ?? 2" - ----_ 7. - __ ---SA'- L.- S'T __ --3 --- . ca r ,J t�' = _ C y s 1 !,E IN142.38 - - ORM54VA�E . u) - f r ---- - - ssml a1 in Lill rr ,/ f " - �1• srar !� '� war - " - - CAR#TRI ^sna I T3 r' . jJ . . r. I.E. OUT - 138.49 / 2 -iI �` I RIM 15 .DO I , ,t l S� 0 -~ - P+ --- - � - >M- '-r I.E IN 100 = 150.104 _ �` . : - O. - - - 0101--• ;_...Y _ -c w- _.y. �� -OHW ti}s'SN- ,� ..' CY••1Yf-•-- f-•- ---- )i. rr3 'Ct�W ��- ONW t �.� -j �, " 1 - �r1� : \ - •(1- - - - t _ + , t __ -� _ & LE IN (E) = 149.87 sx, I ARCHITECTURE ,ro r , r i' ,J .` !r rt i "., ;\. / PROPERTY LINE i lO CLEANOUT t` ► a y ; t$` - 147:57 v�: � i' r ,. / /` r 42 4F,12 STM / } -1 :, - I / t 1.E 146.94 ,R c j' r .' ' e 5% { _ _ --g•. NO URBAN DESIGN r _ GN PLANNING i f = 1� r �� � --; r�� � .� .. . . < � INTERIOR DESIGN o t r ,, •;, j , 12 CLEANOUT %/ i. .-,i V z :, ; ,� I. . • ,:,r 1/� e .:' , • a t. /. / J . j ✓ ,' 10 LE 140.00A / a i'rS = i.O% N. �' r �, '. . , r r I ROOF.DRAIN' 173 LF.l0. S - / ; . ',Th. �` . .. . . i ; /` r • .' ' 1 " I.E 139.92 . ;� . ' `� = 15 � �%� � � � x• fes/ _ i � r/ , ,�-x -• �< � •, :, •'s cr 1r , r ♦ SANITARY SEWER'POINT re -&-11••-•.--` _ /% CONNECTION, TIP. S 0.5% o ' -.,. j it - - c7.1':- / : � OF CONNECTION. ,.7z� . r J ` t ` sr " . ,r1 " r '� s . If �, PORTLAND OREGON 97209 .Yj‘ .. -- fir. .,>,.,:� , Q , i CARTRIDGE 7L�R MANHO E FIRE HYDRANT • i: ., IE = 140.9Q -.l: • N,S. P: 5oa.aa5.7s72 STORM A L r - t 1 • i 111 [.F 10"'STM STM r +r' 3 _ • . �_ / ` `.- c j IM - 153 60 / , i , y .. , F: 543.445.7395 t r cu SANITARY' SEWER POINT -,'1....;::- , '`+� �- ' sat /''� .. . • "• t 5 = 3.5% E' R / CATCH BASH • • r r , r r " / ;• D 2 .. SERAPDX COM J , 8 L E IN (N) = 146.08 OF CONNECTION. ! - - -c r ,r ,' ► , f 10 I.E. IN (E) _ 142.94 IE = 141.15 = G. _ � RIM152 53 BL ROOF DRAIN ► � t r ' ' % I.E. OUT = 151.74 CONNECTION TW. 4' 'E' o ,` ffr �j j ' i / I� 1 12" LE. OUT (S) = 140.64 7 A e 1,, ,.i !r / • • .1..• '`<. 12" AREA DRAI1 r . 2-0.40" LF 6 STM r ' f J Jt .. r VEG. CORRIDOR ' - 114 LF 8" 7M 100 LF 4" STT+r! 191 LF 10" S �I ';,a X' ♦ ' ';' 1 UR!M = 154.50D PROF • • ii. S = D 5% /� }I.E. = 152.50 'LAG d'� a / f� r` 1 , r '/ S = 1.5% S = 1.0% MIN. S - 0.5% r '� i l c / , d'` 1 N CO r f /r - r 1 I i O J Vi/a4,1 7 ..` i�er ;�. I I. � �: ._� ;ti " Gs �' �D I �r'/>jrj�//�`/,8,e/" ���/r����/r' t ���1 �/I , . /.�:: i 7//,/i//_"/: ��/��/ %� .� i0/Jr..i://lir/// /�.h _•- ,r -_ c 40 LF 6 STM 4, tom_ f/12 ` ��' /Jf j` rt/ 100 YEAR FLOOD �, . ' r • L: "I, • .�� �' - '"f.., I It` = 1.0% MIN. �'8 1P I , � • I { 0 1 ,/ / �l�, �, f f BLDG. 1 �, ,&la w• ; 7 m yr J !' , 1 s� l �- ,� "��, ` `r 11 - - - �. - - - - _./J, �. I 1/4 = I r r l t ¢- :.u�,. _ ! 11 I !i t - l SL- - - - iy a - rf if ___7 --_"'•__ w .. !t I mo. -��,. ...:+'+��' ` � i�..�•'�"r=„� -C_._;s--s, 1 I. iy " 54 ,; , _ 1 1 t BREGON ` �, f _- j� rt r I - c.._...._ _...sem . _�_-,m(�d `� Al 't�- .I !i I f. 1, I. 2 :'DOMES TIC••SER VICE:.POINT -�' r Y: 4614k/1'74A; ,p `t��. r 1 Q = / ,` ..- jf J " " cir*�r'- r 4' iI 1., ' OF CONNEC77ON DCVA TO 60 LF`8"-M b �'ry '�� g'�� c , rJ J 10 CLEANOUT 160. LF 10 SIM r FIRE STANDPIPE COORDINATE ,,,,.,,-,Z,0-- a 1' t PROPERTY I INE _ v J W . 1 J I 1 - , I.-. "•1` • S "' 1.0% MIN. 4MIN R.P t s r .:�,4 rLE. 145.37 S = 1+0 _ �' WITH MECHANICAL _ ..' -� S� , a 01� BE INSTALLED IN BLDG. } '.':''•�;' ._ " p II I r , s ,- ,' _ _I- ._ .__ _ t:. - - .'= I yi ' ,1 I... " 155 LF 6 STM 6 CLEANOUT f ~ ii I' 4 F7RE SERVICE POINT OF CONNECTION r n s: 12/31/ /r �' ' r B�4S f PLAN TER AREA"�RATN " i �c __ -- C„ y, r -8 CLEANOUT / I -. r__=°_..f.- -% 1 i .•, S = 1.07, MIN. I.E. = 152.00 9 r RIM =.t,01.93 LE. 147.00 .� -. -:C_._.-- . .�..d-�.-.- - - '�.r% I - I `I 'I "' D NS c -,. r � � y " I.E. 146.25 .�.�., .. 6�'� � -- .. ��z '+ �•.+• DVCA TO BE INSTALLED IN BL � �s 14:0 I.E OU / 146.48` 3 LF' 8 STM ...�.�...�... 6 I DG I �. � ,. w i A r2 a i t 6 CLEANOUT 0 46 L ' ST r ,' S = 0.5% MIN. T...-.. , "f��. --y../7"/-/ f'- r _..d ,/ �/'.// `f// %' / z I - titi ! I. . I.E = 150.45 ( ! j CD 1 ` i. •1 { Harper j N . '7 160,LF 8" STM 8" CLEANOUT , I r 6 > 12 AREA ORA 100 LF 4" STM i� I I =1 ..-. . • 1 .,� _ -_ ► �' ,. Houf Peterson I I � c S 1.0% 1.E 144.65 RIM = 150.00 S = 1.0% MIN. .I p.,;:iFIRE HYDRANT • r Irilli xi;; , INSTALL BACKWATER VALVE 10 CLEANOUT LE. = 152.00 I i ; - ' Righellzs Inc. vYCD xPLAN7�ER AREA DRAIN ' - + + ' /-:. ! - - .' r , ENGINEER ,PLANNER4 o ° /. . jL�4M AIN I - I ' CONNECT TO STORM l.E, 14,3,86 FIELD VERIFY ELEVATIONS y // I -' �-- i !.E 147.32 - •�� - - - O. lj,r •J - �' �, LANOSCABE ARCNIYEC f6+ SURYEYQRS a - $, 1[TARY_:SEWER 30 LF 6" STM 4" DOMESTIC WATER.POINT w,-.4'..- f ".) _ -" 2 12_LF•8 STM 13 - - 1.E. 147.00 STORM WATER PLANTER, CONNECTION. DCVA TO BE :-..-1 a I = 7 LF 8" STMPAINT-OF CONNECTIORI. S = 0.5% MIN. m , • S 0.5% MIN. • . _ SEE DETAIL 'B' THIS SHEET. I r 1 : , t ,1 iG. I Lz S = 0.5% M�f i ,/ ffi� ',.;-4, I ~ ' ,�. INSTALL 6" DDCVA. SEE DETAIL ro j 8 LEANO T 7 ' _ .; .%//' r�� .A ,. L E. 147.9 47.97Ans; NO. 53 ON SHEET G5.0 . / ,r//� +" ,!/� y .E. 14920 S = 4.I,% IN. \ & ;1. •dirl :.>� r JO G -: - =,.._- ,,,,_, - - - _ �,. SANITA Y SEWER POINT I : ; , I - 55 f - - - - j I. i : OF CON IEC7rON. I f II / / _ w ,. r IE - 11242 . ,/ �. � � " ■ • � 8" � RODE DRA��J - � ' I f J 6"�EAN 371 LF & WATERLINE CATCH BASIN 228.•LF STM CONNECTION TYP. I ' ' I i = 1. - 0.5% FIRE HYDRANT LE 49.5 IM R 15 56 S II . 0 T 1 10.0• -� ., r " p r 171 L , 4"ISA 6 R: Li "I/N >t. I /f ,.` 1 8 S 1 I S = 0% MIN :OF 0 NE`770 r ! 14 I 13� .10 7M / S' 1'•5. i I "i � s i �. I rl � I r ikliICO 1 !V IRE • j 4 CL NOT :°•1 4 FDC COORDINATE I : I 11 I p H R 'NT IAS'{ M: Y I LE. 14'.38 *-I I I WITH MECHANICAL , 11 I I i pry s ; 0" L E NOT .:> I I r P -. Io I ,f °" I.E 14c, 35 311 LF 8" STM 8" CLEANOUT: ;t f 4 I I: I 0 I41.. 10" LE 1 .,.,'6 S = 1.090 1.E 150,11 • ;,. 1 E li_Ii II III' 1 s I - � ' 1r t t'"+ ' I � 1 r , I Ia . , f.,_ Ce -PLANTER AREA -PLANTER AREA PLANTER AREA -PLANTER AREA-PLANTER AREA P NTER AREA PLANTER AREA -PLANTER AREA PLANTER AREA TORM WATER PLANTER, PROPER LINE DRAIN DRAIN DRAIN DRAIN DRAIN DRAIN DRAW DRAIN DRAIN' SEE DETAIL 'A' THIS SHEET. 111114( 1 I.E. 149.51 I.E. 149.90 I.E. 150.23 I 1 , ♦ I I.E. 147.02 I.E. 147.64 I.E. 148.06 I.E. 148.42 I.E. 148.77 I.E. 149.15 I I 35 LF 6" STM 25 LF 6" STM 25 LF" 6" STM 25 LF 6" STM 25 LF 6"' STM 25 LF 6" STM 25 LF 6" STM 25 LF 6" STM 25 LF`6'" STM i - S = 0.5% MIN. S = 0.5% MIN. S = 0.5% MIN. S = 0.5% MIN. S = 0.5% MIN. S = 0.5% MIN. S = 0 5% MIN. S = 0.5% MIN. ' Om S -- 0.5% MIN. i , PLANTER AREA DRAIN I I T , 1114C I.L. 17.32 i I 25 LF 6" STMI i e I S =0.5% MIN. I I i I ilr • I I Ii0 ROW1411( WOOD FENCE OFFICE COPY 06- INSTALL 28" PLANTER WALL PER DETAIL , 111THIS SHEET AND 4" WIDE CURB 5 -0 INSTALL 28" PLANTER WALL WITH / WIDTH VARIES INSTALL 28" PLANTER WALL PER ' OPENING FOR DRAINAGE AT 4' SPACING FENCE SUPPORTS. �, 2 '-- DETAIL THIS SHEET AND 4 WIDE CURB ON CENTER WHERE PLANTER IS SEE LANDSCAPE PLANS SEE LANDSCAPE PLANS1"Y OF' "IGARI U U) FOR PLANTING REQUIREMENTS FOR PLANTING REQUIREMENTS OPENING FOR DRAINAGE AT 4' - H ADJACENT TO PAVEMENT. REVIEWED F4RCom comm '1�TC 9 SPACING ON CENTER WHERE PLANTER U) Q PROPOSED PARKING AREA +•�. IS ADJACENT TO PAVEMENT. !�►ppral 1 _ C. 4-0\c-4. T w 1.1 n' n 'a 16„ TYP. -� 4 .'°. n 6" PROPOSED PARKING AREA MCI i Z A / � e + RIM •a p t EXISTING GROUND iI/ if � ..•.== R _' :, _ rank* a4 /' ;a ,a� 'j W m _ IM TYP e 0 PA r Yr: :• rr �T ••• ,i •• , 6 • ° • EDGE OF 1!' t • a z Vir - - n P n II 1 a a - 1 - 6 _ 6 I A a ,may-rn.�..::.,v --' '�'f "' _ _ ft �� - ' - -_ - Ce W ` a - a PROPOSED BUILDING I -- I f ae . Z Q 0 1= 11L _I=� 1 -I 1 I-�I I 1=1 I =1 I I1 I �I : o to aj� t , P P I T111I A. / 11.Li - -ii_ 1-I a Q �� 1 1-1-1 I I�1 I I I ' ° iT± k 1 I I111 -I -I I i a A. CO U CD CD I:7 z ri J I AREA DRAIN, " I - E I ! - __-__ AREA DRAIN, 6" LL I�I I I - 1 I -11 --I I - SEE PLAN . -1 6 BENCH FOR CURB 'I I _-# I I I-I I I I _-I - I I-1 - - - SEE PLAN BENCH FOR CURB REVISIONS II 1L 1 I__-I 11 H:111=1 = CONSTRUCTION, TIP. - I III 1 1 II I-I CONSTRUCTION, TYP. w �f-' 111=1 I 1 1 1 1 III ; 18" MIN. DEPTH STORM �,.,� 1 1 -III--III-III . 18" MIN. DEPTH STORM NOTE: 11 _ _ - i II 11 ll II FACILITY TOPSOIL FACILITY TOPSOIL FIRE AND DOMESTIC WATER SERVICE SIZES SHALL BE _ V C C C5 IN 3 CONFIRMED BY DESIGN-BUILD MECHANICAL CONTRACTOR. o c> c> S Q FILTER FABRIC, 6" MIN. , a a c> a 6" r a-}� f �] ��'`^� FILTER FABRIC, MIN. ! �' OVERLAP UP FACILITY SIDES 1 -......-...........-.....-.•,-...........-.-.-. .• OVERLAP UP FACILITY SIDES STORM, SEE PLAN -..'. .-.-.-:--.. .-.-.'.•.'.-.':--- STORM, SEE PLAN • . . .'- ,� a v v 4 PERFORATED PIPE WRAPPED IN v 7104o. famorm 4" PERFORATED PIPE WRAPPED IN z 0111 IN . FILTER FABRIC, UNDERDRAIN TO./F 4,1;4 �- FILTER FABRIC, UNDERDRAlN TO ' �%//I_J�%I'l�� EXTEND THE LENGTH OF THE PLANTER ir• EXTEND 7HE LENGTH OF THE PLANTER / ir- 12" DEPTH 1 1/2"-3" 12" DEPTH 1 1/2"-3" CHECKED BY: 2 OPEN GRADED AGGREGATE OPEN GRADED AGGREGATE ISSUE DATE: 09.22.2015CC co . �' •PROJECT NO.: 1503004 W EXISTING SUBGRADE EXISTING SUBGRADE / 0- STORAX!WA TER PLANTER DETAIL 'A ' STORM WA TER PLANTER DETAIL 'B'' PROJECT NORTH TRUE NOR71-1 SITE UTILITES iji a. N.TS N.T.S. 0 15 30 60 0 N ✓ C3 . Oco • 10 m a- 0 CL I SERA • 0 3/4" SQUARE41 CO A A B B �� Q ARCHITECTURE CL II m NON-SHRINK GROUT D 5-3 o STANDARD CAST IRON 1111 I% ! ❑ ❑ 2-4Y2 2.2y" URBAN DESIGN + PLANNING o FRAME AND COVER D ❑ a ❑ (] _ 3,. DRAWING SS-81 c.) INI1111111111111111 STANDARD MANHOLE r II Ail ,.` ❑ S ❑ 1 �_;`y < 1 I d < 1/2"PVC WEIR INTERIOR DESIGN a. ��o ...vii GRADE RING CI El L a D O 92 ,., •' • 4" MIN. _ ►%�C:i.. . I N ie Q. ,o A 11 i/1'/E `, PORTLAND OREGON 97209 � ��i � >a; ��'+ `• � � ?� P: 503.445.7372 FINISH GRADE �,�•���;e,°'� ►a �, ��� il ;y i F: 503.445.7395 ca ` �° `.esea_d o0 0°�� " „_._.....7__,,...s.........._ � `. 4"0 CLEAN OUT WITH PLUG SERAPDX.COM a; ;' a ► WATERTIGHT PIPE PLUG —*-9 7/8 1 T 1/2"PVC BAFFLE N .-t. -'_:r WIN STOPS I "' 10" ! - • aWNW ., ';;;:t1:04., PROVIDE 3/4"-0 FOR A1IT Fri 111SECTION B B ` I N /� lc ,:-v � !bill.. ~ 2" MIN. CLEARANCE `o D v`o aI MINIMUM OF 6" AROUND ! CVG �°�70,863 �� -1- ti. pob.p ,•p " �, CLEANOUT hhh... 1-CARTRIDGE CATCHBASIN - PLAN VIEW r as 4 0- I MIN. .., 8 � 9" �) O'EGON / 0 9 e D �>' \ 18" I 6� 'iCi � D �� LL _ •a,1 On- v 4 .e - �1../A 1 1 ,2 ,\N CD 1" MIN. OVERLAP a:a 4• SECTION A—A I 6'-D" "I I MSN R•P N <:°"- - co . EXPIRES: 12/31/ II „. -6,` " e -` NOTES: ^� \ - 2 .... --- - , t a) ♦.°.� - 1. Ya" ALLEN HEAD BOLTS r„...1,___• Harper ❑ / �I,<° o ° 1" LONG RECESSED. _- d. a:b: :, e °•, ' •, Houf Peterson ca) d°;° D,6' .,. Q.•4-° °.. .a� 4 0 TO HAVE BOLT DOWN COVERS. _ ///// • - '"moo ,o � . < o�. ic°'o:avv D,e - OP• °° ,Q° 3. MATERIAL SHALL BE GRAY • - '__._ - - o _ ^ \ , 0 0. D vD°•" ° ^� 1/2"PVC WEIR °. CAST-IRON, ASTM A-48, q / I 1 Righellis Inc. ti v,.'°, CLASS 30. M Q o:° ilk - \s• --------- Fr:;i* erse5.'rt r,r vr �s 1 ,/ 1/2"PVC BAFFLE LANascArc ARC;I•,rY ,. Rt:i'il,. a..t.,1„,°, \ • C) li 4 01 e° o :vo,� o n• $ 4"0 CLEAN OUT WITH PLUG . _ .ie -- � Q� • cav C.) t c) tf CONCRETE ENCASED 31/a"—.„.___� BOTTOM OF WYE 3/4"_0 " gi FOR PLASTIC PIPE 3/4 -0 ft_ l_l_ 1-CARTRIDGE CATCHBASIN - SECTION VIEW A NOTE: 1 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE DETAIL " Th.St°mratn'Maani4+n r 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8 PIPE. StormFilter' MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. ••.010.P " �„ � STANDARD DRAWING TITLE DRAWING NUMBER STANDARD DRAWING TITLE DRAWING NUMBER DRAmNcCli) -4 '. CONCRETE CATCHBASIN STORMFILTER STANDARD CLEANOUT ( SS 60CLEANOUT FRAME AND COVER SS-61 TECH PLAN AND SECTION VIEWS 1 111111111 SheCit o 'i J' City,o1_nr o _ ENGINEERED SOLUTIONS ILC rwood Any alteration of this drawing may not be SCALE DATE Sh6r�ood Any alteration of this drawing may not be SCALE DATE1 CARTRIDGE UNIT - STANDARD DETAIL Oregon associated in any way with the City Oregon associated in any way with the City of www.ContechES.com 1/3 Sherwood Standard Drawings. N.T.S. JUL'09 Sherwood Standard Drawings. N.T.S. JUL'09 DATE:10/26/05 SCALE:NONE FILE NAME:CBSF1 C DTL DRAWN:MJW J CHECKED:ARO 1 Lu 2ism GENERAL NOTES Cie 1)STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND,OR(800)548-4667;SCARBOROUGH,ME(877)907-8576; LINTHICUM,MD(866)740-3315. ..1. 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING.STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. 3)INLET AND OUTLET PIPES TO BE GROUTED INTO HOLES PROVIDED.JOINTS TO BE WATER-TIGHT. DETERMINE THE REQUIRED NOTE: CONTRACTOR SHALLEDa. 4)STORMFILTER REQUIRES BETWEEN 2.75'AND 2.9'OF DROP FROM RIM TO OUTLET.INLET(IF APPLICABLE)AND OUTLET PIPING — TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PIPES TO BE GROUTED INTO PROVIDED CORINGS BY FITTINGS NEEDED FOR EACH ` - - CONTRACTOR. CATCH BASIN. A5)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE\i INFORMATION. FACILITATE CLEAN-OUT ICARTRIDGE CONCRETE 12" I A �I. -.,-. CATCH BASIN STORMFILTER DATA 45°BEND SEE LANDSCAPE DETAILS FOR j STRUCTURE ID _ xxx ROTATE AS GRATE INFORMATION I < 0 WATER QUALITY FLOW RATE(cfs) X.XX REQUIRED —RIM EL. ' PEAK FLOW RATE(<1 cfs) X.XX 12" MAX.+--- 3 ,' MIN. A ) AMMIL RETURN PERIOD OF PEAK FLOW(yrs) XXX __ (SEE PLAN) CARTRIDGE FLOW RATE(15 OR 7.5 gpm) XX • d . 11111�, MEDIA TYPE(CSF,PERLITE,ZPG) XXXXX I.E.l.E. OUT 043 RIM ELEVATION XXX.XX' WYE OR TEE AT MAIN �� 6"MIN. 9"x9"x25" ROUND 1-CARTRIDGE CATCHBASIN - SECTION VIEW B PIPE DATA: ATA: xxx.xx MATERIALXDIAMETER C6/1' ' "LYNCH" AREA DRAIN 2 OUTLET XXX.XX' XXX XXX 2 CONFIGURATION �� U OUTLET OUTLET TRAP (SNOUT) J si LE. Q Q O■ USE PIPE MANUFACTURES ADAPTER CONNECTOR OR `J (SEE PLAN) FERNCO FLEXIBLE COUPLING WITH STAINLESS I = fX W 2 STEEL CLAMPS OR APPROVED EQUAL. Z ..:... INLET CO — Z °I- OPTIONS(AVAILABLE AT EXTRA COST): AREA DRAIN AIN C`D- r HOLE FOR OUTLET STUB OTHER THAN 12" i ❑CLEAN OUTINWEIROTHERTHAN4" Z O N.T.S. 1 Q❑CORED HOLE FOR INLET PIPE jO = .II0 r1 ❑DEEP OUTLET CORING i MH (0 ct LY) v ❑OTHER: U) Q Q _� 4 6'-0" - - CO < I a. -� U to I— z 1'-5" 1'-8" NOTE: CONTRACTOR SHALL REVISIONS oc DETERMINE THE REQUIRED Lu ° OUTLET PIPE L ° <'a ° 4<' r- -_----4- a HINGED DEFLECTOR TO FITTINGS NEEDED FOR EACH w 77- -- - 1 - CATCH BASIN. FACILITATE CLEAN-OUT '''T-- 29" o I1 ( - i ' I j jLtit l ---+---{---;-_- ,' ROTATE BEANO GRATE ❑ 1-CARTRIDGE CATCHBASIN - SECTION VIEW 0 I1 �-- — — REQUIRED FEE I- f -.--1---1 1 : 12" MAX. ' RIM EL. 3 MIN. (SEE PLAN) ,- J ._ id 4" � -a- ..� 2 ROUND "LYNCH" I ------ ------ ------- . < < - �IIIM, LE. OUT — CATCH BASIN PER PLAN CHECKED BY: 2 -, 1-6"MIN. ( ) ISSUE DATE: 09.22.2015 c / _ PROJECT NO.: 1503004 T,,,,,,..„....,—,Y 'I-CARTRIDGE CATCHBASIN - TOP VIEW Q . > . < M�, .�." w StormFilter" © M StormFilter° / \ \�c� N -- - - OUTLET TRAP (SNOUT) CONCRETE CATCHBASIN STORMFILTER DRAWING m CONCRETE CATCHBASIN STORMFILTER DRAWING \ f I.E. . DETAILS W R+ Ifs CONTECH SEE PLAN » 3T� �"� SECTION VIEWS 2 3 WYE OR TEE AT MAIN ( ) USE PIPE MANUFACTURES ADAPTER CONNECTOR OR TOP VIEW DATA AND NOTES FERNco FLEXIBLE COUPLING WITH STAINLESS J , ENGINEERED SOLUTIONS LLC ENGINEERED SOLUTIONS LLC STEEL CLAMPS OR APPROVED EQUAL N www.ccntsches.aom 1 CARTRIDGE UNIT - STANDARD DETAIL 2/3 www.contechEs.cem 1 CARTRIDGE UNIT - STANDARD DETAIL 3r3 j H DATE:10/26/05 I SCALE:NONE 1 FILE NAME CBSFI-C-DTL 1 DRAWN:MJW I CHECKED:ARG DATE:10!29!05 SCALE:NONE I FILE NAME:CBSF1-C-DTL 1 DRAWN:MJW 1 CHECKED:ARO to 24" CATCH BASIN i W N.- N.T.S. C 4 f- ■ 0 o 0 L 2 Qi co .N I SERA Tti cn CITY WATER DEPT STANDARDS PLUMBING CODE STORMFILTER DESIGN NOTES .,_ STORMFILTER TREATMENTCAPACITY ISA FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE -a STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES. co 048"MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS THRUST BLOCK CITY APPROVED0. REQUIRED. E 1 ARCHITECTURE RETAINER GLAND BACKFLOW DEVICE c '`� OUTLET FLANGE COUPLING o t PIPI suMP ADAPTOR URBAN DESIGN + PLANNING CARTRIDGE SELECTION F • A CARTRIDGE HEIGHT 27" 18" LOW DROP F.�"o�" INTERIOR DESIGN U pt.... �' L. '•. RECOMMENDED HYDRAULIC DROP(H) 3.05' 2.3' 1.8' �� �� 1 , 1• ( 4 �. SPECIFIC FLOW RATE(gpmtsf) 2 gpm/ft2 1 gpm/ft2 2 gpm/ft2 1 gpm/(t2 2 gpm/fi� 1 gpm/112 2» MIN ° `� / FLOW .� - 1 - //.. ,.�. sl INLET y1 • / I� u I '; ® CARTRIDGE FLOW RATE(gpm) 22.5 11.25 15 7.5 10 5 1 �I�;E:ti r<a lIIfgalli hat: ; w /1 _111 1IN OUTLET �I��,'J�t l ► �' -)741', �r i.'M1 t .vi it t`- 14.-1i I MEGA FLG \� :_.. I PORTLAND OREGON 97209 ' FIRE DEPARTMENT FLG OR EQUAL ' P: 503.445.7372 N (119 LI e"- - - . ; STRUCTURE 62,g" �.- I, `� OPTIONAL OAT THIS F: 503.445.7395 MIN. » iii., LOCATION TOP SLAB ACCESS (58")OD. OSHA APPROVED LADDER 24 MIN sERAPDX.COM SEE FRAME AND SITE SPECIFIC DETAIL WITH ALUMINUM LADDER :COVER DATA REQUIREMENTS _.... ------ ------ o EXTENSION BY UTILITY v STRUCTURE ID x VAULT -�- �- 7 -' o wArER QUALITY FLOW RATE(cfs) CONTRACTOR TO SEAL ALL ,`L::: PROF�ss L PEAK FLOW RATE(cis) p w �863 / en -`I r\ RETURN PERIOD OF PEAK FLOW(yrs) _ _ PLAN N OPENINGS IN VAULT WITH G ��' o ` 'o - #OF CARTRIDGES REQUIRED NON PRIOR c ' r o PLAN VIEW _ TO BACKFILLING GROUT :� CARTRIDGE FLOW RATE �� » N STANDARD OUTLET RISER I I 1 TECf-%-'t .4 II MEDIA TYPE(CSF,PERLITE,ZPG,GAC,PHS) ' 3 MIN. 6 MAX. ; -'1 �� FLOWKIT:40A .c�xo sc. e -, PIPE DATA: I.E. MATERIAL DIAMETER DRAIN TO CURB OR EGON 6a ' ��,4 INLET PIPE#1 GROUND LINE -� 1 i , DAYLIGHT �A 11 ,9.. %u CONTRACTOR TO GROUT TOx t� . 1rj�FINISHED GRADE ,X77-:-4 3`' INLET PIPE#2 11 j 2t/,m5- ,_^ OUTLET PIPE x x .1 ' N R.P RIM ELEVATION r a ,M^ 3" GRADE 22 MIN CLEARANCE EXPIRES: 12/31/ 01RINGIRISERS ANTI-FLOTATION BALLAST WIDTH HEIGHT ON OPENED ,, • - - -. OS&Y VALVE ,� :;�i .'' NOTES/SPECIAL REQUIREMENTS: MEGA FLG OR EQUAL.; ,.a_ 1 1- ' � FRAME AND COVER Q o Iti 1--I INLINE CHECK VALVE Harper a) a (DIAMETER VARIES) ,� im.' Houf Peterson N � N.T.S. "PER ENGINEER OF RECORD � � I ������ � CAMINIM } I 1 r CONTRACTOR TO INSTALL I 3 { Ri hellis Inc. g _ _ RODENT ! $ o �; say TABLES CONCRETE BALLAST 3 CU. YD. - ° "5TANDON" . Z- - __ L MIN. WHERE FLOODING OR j �. SCREEN rN 1 a, Z P... �a i z a s 2 'l It t,At D3 CA ARCHI 5.1:'?VEL?,, , -- r-� HIGH GROUNDWATER EXIST-- gPIPE STAND t ___ _� _ GENERAL NOTES n � (TVP.) -/� N.DRAlN TO DAYLIGHT OR T 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. V 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. INSTALL SUMP PUMP I o --, 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS CONTACT CITY FOR ooLLC REPRESENTATIVE. www.ContechES.com ELEVATION 4.iii 0 STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS PUMP SPECIFICATIONS z 1 _ is . DRAWING. ill' a 4 '' o., 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT,OR BELOW,THE 0 .z z.tc. OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO INLET PIPE ic z -. M306 AND BE CAST WITH THE CONTECH LOGO. ,Z" M ¢ r 5-u 8. FILTER CARTRIDGES SHALL BE MEDIA FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL 1 IN c) L BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 39 SECONDS. 24" MAX z 07. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). I ___�f z Q FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM l, 1 I rt- INSTALLATION NOTES OF DEVICE j "'""�"__.��; I UTILITY VAULT OR OF BILCO DOOR y 1. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE I _____ii_. ' SPECIFIED BY ENGINEER OF RECORD. SIZE WITH F.D.C. WITHOUT P.D.C. OR EQUAL m 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE 4 676-WA 577-Wtr J-5AL (LIFTING CLUTCHES PROVIDED). - 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 6 687-WA 676-WA J-5ALCO o FILTER CARTRIDGE 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET PIPE(S). S 5106-LA 687-WP. JD-3AL - 01 FLOW KIT 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER 5TU8. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE l O 5106-LA 2106-LA JD-3AL OUTLET SUMP HOPE OUTLET RISER OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES.CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED a SECTION A A IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. * CITY ENGINEER APPROVED EQUAL Z0 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. CITY OF TIG_A R D APPROVED DV: NO SCALE 1. a CONTECH SFMH48 OREGON THEODORE `', KYLE, P.E. DOUBLE CHECK DETECTOR DwG. No. Usil 3 :..:,1,1,„tE,4.4,.cA.sg STORMFILTER QTY D'5- ER a ENGINEERED SOLUTIONS LLC TsNGINOER.JNGDIVISION I PUDLIC WORKS DBPART]kiENT o 4`47,= Fliter www,Sontec0, West C S , 13125 S.W.HALL BLVD. u VALVE ASSEMBLY p 902G Centre Pointe Dr-,Suite 400, West Chester,off 4ross ,STAN DAR D ID ETA I L �� �, v 533 � ,.per^ ,t� �.. ,;y <u. , ,,. TIG�xn,oxsGoxs7xz3 JANUAf. 2U11 500-338-1122 513-545-7000 513-6455-7993 FAX 9 I 7 1•1 y, VOICE:(503)639-4171 .;,,;:.,„4,41' FAX (503)684-7297 APPROVAL DATE 111 Ce ain . 4" WHITE STRIPE (TYP.) 24" 0.C. I (TYP.) (11) \ r N NOTE: SEE BUILDING PLANS FOR LOCATIONS. Cla 2" 10.5" • -2" (LANDSCAPE AREAS) ; R-5» `� 18" MAX. FLUSH (HARDSCAPED AREAS) 2 I- ��. € U ') (PER PLAN) E 4" WHITE FINISH GRADE _ • Q STRIPE (TVP:) �` a \N \\\ INI` \,\ _ ///'. ,./ \/ GRAVITY BACKWATER 1 LU Z VALVE WITH RI SER AND Z D 2 ,_. 1 COVER, BRAND NAME j m '. "NDS" OR APPROVEDZ < O WHITE TRAFFIC - BUILDING . EQUAL. MATERIAL Lu PAINT FOUNDATION ce W �.A 14:-..,-4„,4...,-,,_..---,,-,,::- SHALL BE ABS OR p N .1 . /.;- _ . ,„ a \, I H Z Q PVC, SIZE TO MAIC R N ry • '4.p \A. FOUNDATION DRAIN im 0 'A/ /S4.5° .:,,: .1.':;:!:.(,...4-4.S.', A , PIPING (MIN. 4")• a Q j < (9 - MIN. 2% z �; I of -I- s 4 REVISIONS LLia a .4 ( I SLOPE -- PER PLAN (5' MIN) •.is_i f a,I l _ _ STRIPING NOTES: .- `,, _ ALL PARKING LOT STRIPING SHALL BE PAINT. - �' FOUNDA770N DRAIN FOUNDATION DRAIN a � , = ` SYSTEM PER CONNECTION PIPINGrz £�' 9 ARCHITECTURAL PLANS (PER SPECS) 0 TRAFFIC MARKING PAINT SHALL BE INDUSTRY STANDARD: ASSHTO M-248, TYPE 3F ,- -2� . °" CONNECT WITH WYE ti..'1 AT RM MAIN ACCEPTABLE TRAFFIC PAINTS: NOTES: Z' (LOCATIONS AS 7 FULLER 0 BRIEN: TRAFFIC LINE PAINT, 382-12 DETERMINED BY i ---------..---- ------- -..-- �-- o GENERAL: TRU-TEST SUPREME ZONE MARKING PAINT, 1010 WHITE AND 1012 YELLOW 1. SYMBOL AND PAINT SHALL MEET CURRENT A.D.A. ACCESSIBILITY CONTRACTOR IN THE j CHECKED BY: GUIDELINE REQUIREMENTS. 2 w PPG INDUSTRIES: PITTSBURG TRAFFIC AND ZONE MARKING PAINT 22 LINE, WHITE AND .YELLOW 2. SYMBOL SHALL HAVE A BLUE BACKGROUND MEETING CURRENT FIELD) ISSUE DATE 09.22,2015 cc cn RODDA: TRAFFIC PAINT, WHITE 671 AND YELLOW 670 A.D.A. ACCESSIBILITY GUIDELINE REQUIREMENTS. n /-► i PROJECTNO.: 1503004 W FOUNDATION SHERWIN WILLIAMS: WHITE 829 W1 AND YELLOW B29 Y2 DRAIN CONNECTION ! D.. (/) ACCESSIBLE STALL STRIPING ACCESSIBLE PARKING SYMBOL WITH BACKWATER VALVE DETAILS W N.T.S N.T.S N.T.S. I- J c _ NI H D 4(7 O W N m M C 5 1 /1 I . , RECEIVED ..„3:- _ _ __ _ _ _. _, __ __ __ - - i _. _ _ _ _ _ -' SEP ' 2 2015 - SERA r BUILD DIVISION G rr I fa. _ / -ry _- �A ----- -;jt--- _ -� -,� —, _ - 1 ARCHITECTURE al i _ _ \ - - _ - 5 URBAN DESIGN+PLANNING (� i'" •I • ; F1RE.ACCESS LANE ATTRAILHEAD- o . . _ . N _._ _. _ _ INTERIOR DESIGN g • F ; sk I 1 \ N �, a +,° / /, s` I 1 ,f I S� PORTLAND OREGON 972019 Al .. \ 11•-, 1. 1 ( 't r 1 I . 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Ca CB: 030303030303 C3 C3 03 C3 .C3. .C9 � C3 C3 `C3 C3 C3 C3 C3 C3 Cl Cl Cl Ci Cl Cl Cf 01 .y �L _ _ - -Ask-- _ gig I 1141( IIII . Ir �,A a o - Via ... . s ,.P. r ,m,, a . . ®F.� ,,.4 e ,P7/471074 a -_-,,,, -----6,_____/- 1 I s 4 < MIN - CKTO M NG I 36'-&444" _ 1 ' CO • I <It I , SITE PLAN Alk AlkTNOa. 0 ye, r- 1" = 30'-0° Nir lw 2 R , Q VEHICLE PARKING - COUNTS VEHICLE PARKING NOTES LEGEND - SITE PLAN KEYNOTES - SITE PLAN GENERAL NOTES - SITE PLANICC ; co STALL TYPE DESCRIPTOR COUNT EXISTING PAD-MOUNTED PGE TRANSFORMERS(2) 2 1 PARKING SPACES(PER ZONING CODE,TABLE 18.765.2-FOOTNOTE#7): ;� A. SITE PLAN KEYNOTES APPLY TO SHEET A051 ONLY. ALL KEYNOTES MAY NOT OCCUR ON THIS Z " 1 PARKING SPACE PER DWELLING UNIT: 165 UNITS X 1 SPACE_ VEGETATED CORRIDOR IMPACT AREA 2 LECTRICAL TRANSFORMER,SEE ELECTRICAL SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE NOTED. COMPACT 1 (C1) 3217 00 PARKING SPACE 8-0 x 13 6 -90 deg(Compact 1 with 8 3 EMERGENCY VEHICLE HAMMER HEAD TURNAROUND PER TVF&R GUIDELINES c4 g) 165 SPACES REQUIRED,168 PROVIDED LLI overhang) 4 (E)BUILDING ON ADJACENT PROPERTY WITH FIRE WALL SEPARATION AND PARAPET CAP B. PLEASE NOTE THE ARCHITECTURAL REFERENCE ELEVATIONS FOR EACH BUILDING: Z f - m COMPACT 2(C2) 3217 00 PARKING SPACE:8%0'x 16'-6"-90 deg(Compact 2) 16 " VEGETATED CORRIDOR MITIGATION AREA NATIVE PLANTINGS,NO ACCESS FOR BUILDING 1,100'-0"=153.60'ON SURVEY AND CIVIL DOCUMENTS. oiti -STANDARD SPACES(50°lo OF SPACES):8 6 (W)x 18-6 (D) ( ) 5 ENLARGED TREE ISLAND TO ACCOMMODATE PRESERVED TREE,SEE LANDSCAPE PLANS COMPACT 3(C3) 3217 00 PARKING SPACE:8'-6"x 13'-6"-90 deg(Compact 3 with 31 -COMPACT SPACES(50%OF SPACES):VARIES IN SIZE,SEE PARKING SCHEDULE 6 6'-0"TALL DOUBLE-SIDE CEDAR FENCE(WALL)TO ACT AS SCREENING FOR BUILDING 2,100'4"=155.02'ON SURVEY AND CIVIL DOCUMENTS. W IX L a/ overhang) ; �;/ 7 (E)STREET LIGHTING TYP 2 Q O COMPACT 4 G4 3217 00 PARKING SPACE:8'-6"x 16'-6"-90 (Compact 4 27 ACCESSIBLE PARKING SPACES PER OSSC,SECTION 1106.2: C. REFERENCE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL SITEWORK INFORMATION. ( J deg p(accessible)) ( ) /'/ STORMWATER SWALE,SEE CIVIL 8 STREET LIGHTING TYP SEE CIVIL PFI DESIGN PACKAGE = 2 I d ACCESSIBLE 3217 00 PARKING SPACE 8'-6"x 18'-6"-90 deg1 BUILDING 1: % STANDARD 3217 00 PARKING SPACE:8'-0"x 16'-6"-90 deg(standard) 52 144 SPACES x.02=2,88 SPACES= _ 9 FIRE HYDRANT,SEE CIVIL D. WORK IN THE RIGHT OF WAY IS SHOWN FOR REFERENCE ONLY. REFER TO SEPARATE PUBLIC w < < 3 ACCESSIBLE PARKING SPACES REQUIRED(1 VAN ACCESSIBLE) 10 (E)RIGHT-OF-WAY STORMWATER FACILITY FACILMES IMPROVEMENT DRAWINGS FOR MORE INFORMATION. CC1 fl co H PRIVATE GARAGE 32 17 00 PARKING SPACE:9"x 20%0'-90 deg(private garage) 8 C - EXISTING STORMWATER FACILITY 11 WETLAND BOUNDARY,SEE PACIFIC HABITAT NRA a.Li ACCESSIBLE 3217 00 PARKING SPACE:9-0 x 18'-6"-90 deg(accessible) 2 BUILDING 2: 1 E. SEE SHEET A052 FOR SITE LIGHTING /Y,SEE PACIFIC HABITAT NRA REVISIONS 1 145 1 ACCESSIBLE PARKING SPACE REQUIRED(1 VAN ACCESSIBLE) 13 BARRICADE AT TERMINATION OF RIGHT-OF-WAY,SEE CIVIL F. REPLANT ANY FORMERLY IMPERVIOUS AREAS BEYOND THE ADJUSTED SOUTHERN PROPERTY FANNO CREEK TRAILHEAD,TBD 2 + 14 ON-STREET BIKE PARKING,SEE LANDSCAPE BOUNDARY THAT BORDERS FANNO CREEK WETLAND AREA AND THE VEGETATED CORRIDOR TO A PERMIT REVISIONS 08.04.2015 r- COMPACT 3(C3) 3217 00 PARKING SPACE 8-6"x 13-6"-90 deg(Compact 3 with 17 w overhang) -ACCESSIBLE SPACES:9'-0"(W)x 16'•0"(D)x 7'-0"(H)W!6'ACCESS AISLE(OSSC 1101,2,2.7) 15 2 HEAD POLE AREA LIGHTING,SEE A052 EXTERIOR LIGHTING PLAN CLEAN WATER SERVICES STANDARDS,SEE LANDSCAPE FOR ARRANGEMENT AND DETAILS STANDARD 3217 04 PARKING SPACE:8'-6"x 18'-6"-90 deg(standard) 6 -VAN ACCESSIBLE SPACES:91-01W)x 16'-0"(D)x 8'-0"(H)W18'ACCESS AISLE(OSSC 1101,2,2,8) - EXISTING PROPERY LINE 16 PATHWAY,SEE LANDSCAPE ACCESSIBLE 3217 00 PARKING SPACE:9'-0"x 18'-6"-90 deg(accessible) 1 LOADING SPACES(PER ZONING CODE,SECTION 18.765.080)cc 17 VEGETATED CORRIDOR SEPARATION FENCE,SEE LANDSCAPE 2 24 NO LOADING SPACES REQUIRED 18 BUILDING CANOPY,SEE ARCHITECTURAL ELEVATIONS z Grand total 169 -- PROPOSED PROPERY LINE ADJUSTMENT,TO BE FINALIZED VR SEPARATE 19 HORIZONTAL STANDPIPE CONNECTION,SEE FIRE PROTECTION LOT LINE ADJUSTMENT(LLA) 20 ASPHALT FIRE LANE WITH GRAVEL SHOULDER(S),CAPABLE OF SUPPORTING NO LESS 12,500 z . POUNDS POINT LOAD(WHEEL LOAD)AND 75,000 POUNDS LIVE LOAD(GROSS VEHICLE - - - - - 100-YEAR FLOOD PLAIN BOUNDARY WEIGHT) Er) Q 21 FIRE DEPARTMENT CONNECTION(FDC) CHECKED BY: 1- 22 EDGE OF EXISTING PAVED PATH ISSUE DATE: 09.22.2015 VEGETATED CORRIDOR BOUNDARY,SEE PACIFIC HABITAT NRA 23 "NO PARKING"SIGN,PAINT ADJACENT CURBS RED PER FIRE MARSHAL REQUIREMENTS PROJECT NO.: 1503004 ce BICYCLE PARKING - COUNTS 24 FACE OF BUILDING ABOVE LLJ 25 BOLLARD-SEE STRUCTURAL RACK STYLE BICYCLE COUNT BUILDING FACE,BALCONY,OR CANOPY ABOVE 1 Cl) DERO HOOP RACK 18 v SARIS 6006 WI LOCK BAR @ 1'-6" 114 J 2es) 132 SITE PLAN F- � DERO HOOP RACK 6 w SARIS 6006 W!LOCK BAR @I.-6" 37 F=- cr 43 A051 017 °' Grand total 175 • . - xi : • • - _ ♦ It r - , f -- - sAN--:.-. 100 YEARFLOOD . Q -P _ �- �`--- _--sew _ _ _ _ 00 LINE I d a+-- - •ti - SAM —SAN - = GAS— rz_ - GAS_� •— -_GAS-- -- "� .. -. G- AMC - `•SAN _=L'�_ -SAN -� -SAN '�'... -- 5'_.___�.e2 p--_ - Iil As --SAY^ \ _ sAN --_. " . . -'- I -�' - __�-___I__- __ __�_ . 1 150• -1 --' L_ _. SAN_ SAH - - — —SAN— -- — - SAN — -- -- — SAN 5 E R A• ull • � ;_ — I m ,. _ - _ .-T, /� _ _....._./_ _. _ _ - -. _ —STAT---T �- _ _ r - _S i — =moi= WA — - "A— — _- ..�S — ST..4- �[— '� /� �- - 'motin — — -.VN1r - E qtr �. //' ii i �j `' s = -- -- —waT--i f/ic / / / / V ` [ PROPERLINE is 0 �_r - ----=—•^- -- — — is - —aNw- —I —ca 3w rt ,f // ; / II (r \ L- 1 � \ I 1 15�• _ - . "-`— w= �- _ . �ltote,. - PROPERTY LINE �tqr ° - — !ow,— —,t J' 7 /—04— —' -7• .—/unW— — —OW— .— — —OHW— •:AL Alm _ c — _oNw— �� v�TN �' _ I 11 I f >, , /// if ,' ; ,� , l.T �l//l� -.- .TY 11 / ' , � I •- 1, I i =�i wqr\ ARCHITECTURE na r (( — ,' • 11 f/ . i / /� ) I • • I !, '`" < - -'b _ �' S SEE SI WALK GRADING ETAIL 0 1 1 / _ ,, _�_ " w�> URBAN DESIGN PLANNING I 1 l'( l/ {° 1 air- i i .,: _ S THIS S EET r /{j II)/ / �/� - I III{ t ,i /I/ r1:`��,r �% �. �/ % �:.. f / `.� h -v:��_ •• y ` -,,. 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',��" :� o, �" ` $ j I r \ •/"� A/I- -� % \` • r {i ! / f li { i �/ I `� ' 153.58 Fr/- �� ' 2. / '. •.0 •• — - F: 503.445.7395 ...I'll ! f - ' ---:;l/ i {lr { ti < // l 'r.iDX I 15 BLDG. 2 1. 4I ` � • •• � 1 f `- `r, {{fr t pat ,/ �i'� t l \I.\ / ! it ,., - _ _.--rte �° �� / ;• `• , ' ` SERAPDXcoM c ! Ly r I > 1/ ` / � • r % // �, ji{j i r I;{ f{i t ! fl /i l aj ; ; ii 3 p ASPHALT PA 1 EMENT �� I O`L I ;� ;� �% -•_ __ _ -. Ijillt VEG. C,OjRRIDOR / I t I: ' ,..�� / i8 1 ' ►� � • G��� PRo/�- / % / / , /I ! 1 I Yl✓l / I / { • ; ., - lam�11t ,l • ', , ,•;,:;;,, , ,/ � ` ��Io ., r / \ lam. - / I r I . . . r. t 0 �r / ���� A A.y/� A /' A A A A A A_ -/ A- ' "."4: ZI.,_ ,9.0 , • - , C'J LINA, 4.` /-'�,rr `/ �' 1Q0 YEAR FLOODr ri •. .. j tVV ' 70,863 d'6 I• 1 I _ . f ,0 BLDG. 1 - , 7: --t A_'çI / r / / , __ =ate- ll — l..za-• .. -.. ` /yam '`� ` 00%4 3. i `.L ..-- j 4 It i / �! i {I I J,_; li �T rn , 1 .- __,fes �- i ..- / 1 r, l i • _ r� B ` ��aj6 �G ,4 `_ C ,�.....:....... t 0;EGON \ . �___ 1 ,%C�'� �� /j/ily�i, I%, / ��s• I - _l f � ate% �5� 2.0 j I !\ , I} i IP '1e/ t�,2043 ° / I/1 j[j `n` LL - ,f,,//re, - ,/ ; - - / ) ?..--1,1 C // /• ' • •;�/°1=1i, �J 15 'r GO /�� 1_ ( - / _' .1-.• .:^:i Y ' - t .n "ij, ,`�'< 1 t 4 _` l __._- I �.«lf f ! it / _ n"�_ - / _.1 'V L1 I CJ1 \ w t i V / I a J It _ -_f,,/��/- ✓l/ lh i �`` - _:_;t_-__.__- -.. 6'S $ F I // �, ? vq�1N R P' a, r- ) -".-- �- - _ • _ __ ___ __,�._- ._-=-�..- < / 1 t!,. fr-- 53.5 9 #' t i N t f„_ - t - `�`.%r i— �'�`— J �-= ��/ /” / 1 �"/ 1 / :��.__ _-"_____:_ -%/ Y i I I ? { EXPIRES: 12/31/ 2 / 1r- \; '( i ._ /-PROPERTY LINE ----� r S 1_\./.: (C I V‘ 14 \V 146-- --' 1 - - - ------ r k r k k . l I. t ' 11 4" . 7,- 4 II , ,,, / i _ o /�;0 : , ?'_ : - ; i I i �� Harper _�__ — _ 1 f I �• Harp Peterson co L �+ Righellis Inc. :j/ <I( , • �� 111 .. � / -- --INSTALL WHEEL N 1 /, el' ,w w w w i' ; --- - r cp v I // • ti / f t 1 ' — _.i Cr 0•3 Ut 0n 15360 FF •;i :'v I 9 ENG$NECR3•Pt A4Nfi RS c I f.1 �11 ///// • . � / S� co °'o hV FG S P (TYP.) .. o �, = � - �. _ -`Lao 0 00 0 - - { -- I • QI r "LANDSCAPE ARCHITECr5•$URY�YORS a 111 //// AGI = fNLET PROTECTION AT s�� ,'\ .,,� ; t- tom`` ,e. A5 �, 153.58 F c� I • Ts i r 1 F k CURB OPE I I1 / ' j .1 . .%.2 F`', Oi ��/ /. / /�, �/ I . l vo: , . NI o• r • -- �I - I SII �� D0 ii Ivox il \ 'Stiri :I .. . . * 11 : �' LE END • .._ _ - _ --- --- -,;i--. - -._ - - _ EXISTING CONTOUR_- f.1LZAMiS t / I I w � w w r 1,QZ W w w w YI 1,OX c 1 •1 to / i _� ry �, INSTALL tt G' �`� �Q i 11 ! II o / -" VALLEY GUTT R _ _ r jI / �� 1 / _ `1, PROPOSED CONTOUR ) t I o� 1515 110,,, lit r ' .. ' , Id ! / bt - --� 'kic;Nld 15 �4'LO cs S ! • • ....i , ,,,,, , ,. I7 t . I j ro 7 1 till � '/ ! -� _ o • AI' �'1 ' ' '' ill .' \ I' — — — — VEGETATED CORRIDOR I I li I I G,� j� r ® - _ r G I— ►� t iii i_ ' I t I 'NEM Ij I cUll) / ql , ' I I� 1 QC j1,11111, I' - - ADJUSTED PROPERTY LINE \ 11 1 ! '' l INSTALL INSTALL ^l js ; Io , ) • I Li, Lc; Eli" ) II N. t 1 \ 100 YEAR FLOOD rt t ill F r ASPHALT PAVEMENT •< o i \ ,�' i `.0.°� 15016 I j S . CURB (TYP.) __ _, - _ . I ! i .../ I 1� I , I.L1 / I' ''� J�� `rte _ j`sa _ �, r ��s y —-(' _ i I , ,, F , , 4: \ f J� J I 0 0 ; c} O " ;� 1'p , d , ii 2 1N 1 �.• / i•IX 1 G l G_��, �r, 'I I L► _ I 4„ - - t / - -' ` - - --- - , „ r I■ - - f ,._ ___,_.,' _nm.. „:: - __ _....__ - -_ _ -- _-__ - -I 0 15 30 60 _ , ___ III 1 1 1 PROPERTY LINE -"" am \:_ ! INSTALL #4 REBAR MTH 12" MIN. v' ?O Z S G `• I ` - f a Ce EMBEDMENT THROUGH PRECAST SLEEVE 1. CONCRETE SHALL BE 3000 PSI MIN. (CLASS B). Pa } Q RECESS REPAIR 1/4" AND COVER HOLE 3-1/2: SLUMP (MAX). ) °' / \ ' ` v •.`' S I WITH EPDXY SEALANT: SIKA ( ) + t t 5 „ LASTOMER-46 THUMB PUTTY. TYPICAL 2. CURBS ADJACENT TO PAVEMENT OR SIDEWALK TO • �S› �, e ' '� :::".G.:::_,:........ `'�`�- /74jxc IG BOTH ENDS OF WHEEL STOP AS SHOWN. '�� '� ', - �'HAVE EXPANSION AND/OR CONTRACTION JOINTS \.-� ,� �'��. $ S, ITO MATCH EXISTING PATTERNS. �`\� ��p'7 D �� 5 • ._ CO„ 6'O 3. 3/8” EXPANSION JOINTS SHALL BE PLACED AT ov A' o �D� ��'`.l cV "r '� y S,�'' END OF STALL 45 MAXIMUM SPACING. ON BOTH SIDES OF R=1/2 R=1" Imo``` .r-, vCATCH BASIN, AT CHANGES IN DIRECTION. I ,O 4��, .....0.; A 1� 0 'O„ 1-i 2, CUT JOINTS TO BE PLACED AT 15' . - ' I I `, 1,�/ II t s • MAXIMUM SPACING. " , - 155,p : 'DRAINAGE ?., „ IIIll 4 �: '',�6 4. CURB SHALL BE PLACED ON 3 MIN CRUSHED2 CHANNELS ( ) I 15 p'• a D ttl D�:o„ �" AGGREGATE 5/8"-0 OR 1-1/4"-0). I I o ,�55• 1`�5.55� - :I 'b gCT SUBGRADE AND AGGREGATE TO 8590 -I • 1 y �.a Q JQ p 5. COMPA 155' / 1 � � _ ti� OF MAX. DRY DENSITY. I It D .' � .� Z DRAINAGE CHANNELSr3 GGREGATE .... ......•... \, ',7 . \ z �� CURB TO BE BRUSH FINISHED. "' USHEp A -' ` . <1)7'°'' 1 6. _r_____[.._8_1. .. .. .. .. .. —!—`�`I CTYPICAL 1 0 °o 7 ALL EXISTING EDGES SHALL BE SA WCUT .. ! \I j • Za.rtW w 1\ j 1550; . i .53' � Z Q � PRECAST CONCRETE WHEEL STOP STANDARD CURB .5 _ ___ , s��, d o = o \ D . N.T.S. N.T.S. j / iJ'� iWM Q W/ / • . • \ix;=—,\9:,4-X. . a Q t 1 CO c.� cn =- SEE PLAN // . /' i �} ' 1(v REVISIONS Lir t II " I 1; 4 w / I \I L L 1 v v. \ ...�Li U 29MAX. SL. -�.- ,a , J„s._--f II 77 I _ o _ 1 CAS— to 4 -4" CONCRETE WALK IDEWALGRADING 5 2' w -z" 3/4"-0" CRUSHED ROCK S K DETAIL 0CHECKED BY: G C PAVEMENT SECTION STERILIZE AND COMPACT SUBGRADE SCALE: 1" = 10' C� ISSUE DATE: 09.22.2015 LU cn r_ 1/2" NOTES: PROJECT NO.: 1503004 III - • 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE STRENGTH OF 3300 psi AT 28 DAYS. a., ,1 a � / 2. PANELS TO BE 5 FEET LONG. PARKING STALLS DRIVE AISLE 3 - • A Y 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, » / » 4 -• ._._.�., GRADING WHEELCHAIR RAMPS, AND A T SPACING NOT EXCEED 45 FEET. ��������������� ' 8": ° • e' ���� �•,�•�+:�. 3 DENSE ACP f 3.5 DENSE ACP RA PLAN W s �• �. ��•rte �2_______>_*>_c_ �% 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT SAME TIME AS THE CURB, THE JOINT » » » f FPI i ,.�c5, it. �O,�. ik » » » a �+''�+�� BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS. 8 OF 3/4 -0 �t� j 'e •, rail 10 OF 3/4 -0 4-- J / AGG. BASE topeitowitrollifer-itreelr. �'�!! AGG. BASE 4" AGGREGATE BASE 5. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PLASTIC �--- e PIPE AT 2% SLOPE. CONSTRUCTION JOINT TO BE PLACED OVER PIPE. D IDC2. 0 PROJECT NORTH TRUE NORTH • 0 VALLEY GUTTER DETAIL CONCRETE SIDEWALK DETAIL ASPHALT PAVEMENT SECTION - M N.T.S. N.T.S. N.T.S.