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Plans S1T2007-0001 1 COMMUTER RAIL 8960 SW COMMERCIAL ST City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 April 18, 2007 . . • / 1. RE: WASHINGTON COMMUTER RAIL PLATFORM TIGARD Project Information Building Permit: SIT2007-00011 Construction Type: VB Address: 8960 SW Commercial St. Occupancy Type: A5 Area: N/A Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; 2007 edition of the Oregon Fire Code American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. (106.3.1 OSSC) Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy (109.1 OSSC) Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Respectfully, ban Nelson Senior Plans Examiner Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 A • B • C • U • L. • r w h IP n ___7-r -- r ALIGNMENT DATA ...... __-----" SURVEY CONTROL POINT 244 . . . 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U, . •. ,•: , • GENERAL NOTES , A A CONTRACTOR TO D I SPOSE OF (AT CONTRACTOR'S EXPENSE) ALL DEMOL I SHED MATER I AL AND I TEMS, UNLESS OTHERW I SE NOTED REV I S I ON B EXIST I NG STREET LIGHT POLES TO REMAIN- . ' TO ENTIRE C CONTRACTOR SHALL VER l FY ALL UNDERGROUND UTILITIES 4 DRAWING PRIOR TO BEGINNING ANY WORK. • 0 DEMOLITION KEY NOTES W I REMOVE AND DISPOSE OF EXISTING FENCE. ,. 2 REMOVE TREE AND STUMP. �C „ ._.:M_.... _::..m_,.._. ............ .... :,. ,: _: 4 MAINTAIN EXISTING TREE.• RE TO BE RELOCATED BY OTH • - _ OTHERS. W I N EX I ST I NG FENCE. AT „ 4: :.:: _: „ -� - - - , .. .. ._ . . - REMOVE AND DISPOSE 43 LF OF EXISTING 12 STORM LINE r o - _ FROM� PRESERVE REMAINING STROM SEWER FOR CONNECTION TO 8 PRESERVE EXIST I NG SEWER L I NES. CONTRACTOR TO VER I FY l� i T �. M C F FO _. o' LOCATION PRIOR TO EXCAVAT i ON. FO FO _ .-.. CJ FO _., 5Kv FO- 0 GE-�30 OE .. , . - ,-. of , ....w:- ___ ", _. .--..,,_ . C O . F - „ - 30-- ..0 Fo•_, .,.. 7.. .�. �� of ....� oE - .m MCI F EX I ST i NG INSTRUMENT HOUSE TO BE RELOCATED SEE SIGNAL• FO 5 -- of - O 0E'� ° w.- " QE----- "� OE OE O FO PCEo . .. .._-. _.- QE OE° „ a DRAWING O. O - r..•.. ... E• 1 Q REMOVE AND/OR PLUG AND ABANDON EXISTING CULVERT `c U { r' I I NO RELOCATION OF FIBER OPTIC LINE PROPOSED. VERIFY ;i ', i DEPTH AND LOCATION OF EXISTING FIBER OPTIC LINE PRIOR STA 19+40 END FENCE2EMOVAL CONSTRUCTION LIMITS TO EXCAVATION. SPECIAL CARE SHALL BE TAKEN AT PROPERTY L i NE PROPOSED STORM LINE CROSSINGS. : p © _ LLO 8/19/04 gt© Ope TRI—COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA I L Q DESIGNED DATE `t,4'AG 104%�s�a ,,, 8/19/04 / 7'�� I7,26I --- TRACK/SYSTEMS/STATI ON CMGC k BKH CAPITAL PROJECTS E DRAWN DATE AND 13 — T I GARD STATION VN OGJ 6/I /06 -� OREGON �- FACILITIES DIVISION DEMOL I T I ON AND REMOVAL P� A 3-15-07 LLO FWN PC2.006 I CHECKED DATE �'O vt.Y 19 14-..' 710 N.E. HOLLADAY STREET 14 PORTLAND, OREGON 97232 - - it/ 7-31-+► OGJ FWN I SSUED FOR CONSTRUCT 1 ON FWN 6/30/06 - �'�k l�P N` NO. DATE BY APPD. REVISIONS APPROVED DATE EXPIRES 12/31/06 SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: LSHEET NO.: o CHK. 07--31 --06 07-31 -06 I "=30' 13C305 I I --A RH03024 I BW E -,,,o O a A • B • C • D • E • F • G • H , , 1~ , A ti ,,r•,. 1 I (1) \ iR, 1 13+ 1 6.22 REVISION SIDEWALK ADJACENT TO EXISTING BU I LD I N . 1 25.76 L TO ENTIRE 20' 10' 0' 20' 40' Q µ ROW/CONSTRUCTION L I M I T" CONTRACTOR TO VERIFY DEPTH 0 DRAWING ...MOW •••••••• FOUNDATION PRIOR TO BUILDING S I DEWAL 13+39.31 AND NOTIFY ENG i NEER ! F BOTTOM O 'T SCALE: I " = 20' s " FOUNDAT ! ON i S HIGHER THAN SPEC I F I E 29•99' 1 35.4 I L 2 .3 FINISHED GRADE • „ ;I ..��.� i 7.65 - 13 fi - 9.3. .. . . . �..._.. _._��_-- 7.25 L_. --x . 135.36 L 1 III��'! REF'S ,. 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BALLAST CURB - TYPE I I TR I -MET STD CTM20 I C2 I 0+9 I .36 25.70' L 5.00', 95° 1 7'56" 8.32' 9 CONSTRUCT RAMP 13530 I 0 I , 1 3A30 I 0 C3 I I +45.46 23.00' L 3.00' 180°00'00" 9.43' 10 CONSTRUCT PLATFORM 13530 10 I , 13A30 10 I I :ii _ ..� C4 I I +97.59 23.00' L 3.00' 180°00'00" 9,43' I I CONSTRUCT P I PE HANDRA 1 L TR I -MET ATM84 s .._ .... -- -- ii _ _____� _ C5 12+51.70 25.00' L 5.00' 89°53'56" 7.85' 12 CONSTRUCT GUARDRAIL DETAIL 3/SDA30902 i -' _ C6 12+62.64 25.00' L 5.00' 89°53'56" 7.85' 13 CONSTRUCT 6' SLATTED FENCE TR I -MET 1 /CTM3O I 1 C7 13+87. 13 27.45' L 7.40' 134°42'48" 17,40' 14 INSTALL 1 " WATER SERV 1 CE T I GARD STD 520 • I C8 14+37.46 3.20' R 50.00' 45°44'06" 3g.9 I ' 15 I NSTALL REDUCED PRESSURE BACK T I GARD STD 555 C9 14+3 1 .93 23. 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CETESRWLHL TO i Ac WHEEL STmOpPIT A N FACE OF WHEEL O I STANCE OF 2 FT FROM END OF STALL CURB CURVE CHART CURVE STAT I ON OFFSET RADIUS DELTA LENGTH 0 C 1 V I L KEY NOTES REFERENCE DETA I L(S) C25 14+94.79 10.56' L 3.00' 180°00'00u 9.43' I CONST. 6' COATED CHA I N L I NK FENCE 1 /CTM30 1 0 C26 15+ 14.31 30.08 L 3.00' 180°0010011 9.43' 2 CONSTRUCT SIDEWALK T I GARD STD 120 C27 15+56.52 9.00' L 3.00' 180°00100u 9.43' 3 CONSTRUCT AC PAVEMENT 20C30551 C28 15+79. 16 31 .64' L 3.00' I800000011 9.43' 4 CONSTRUCT STANDARD CURB T I GARD STD DTL 125 C29 16+54. 10 9.00' L 3.00' 180°00'00u 9.431 5 FUTURE CONNECT I ON (BY OTHERS) C30 16+76.74 31 .64 L 3.00' I 80°0010011 9.43' 6 CONSTRUCT 10'0' WIDE I DE SIDEWALK I DEWALK T I GARD 120/20/ TR I MET _ C31 17+51 .68 9.00' L 3.00' 180°00'0011 9.43' _ STD I /ATM8 I 1 C32 17+74.32 31 .64 L 3.00' 180°00100u 9•43' 7 TRACK SIGNAL EQUIPMENT SEE J SER I ES DWGS , C33 18+49.26 9.00' L 3.00 180°00'001' 9.43' 8 CONSTRUCT 6' SLATTED FENCE I /CTM301 5 C34 18+71 .90 31 .64' L 3.00' I 80°0010011 9.43' 9 CONSTRUCT TYPE II BALLAST CURB TR I MET CTM201 , E C35 1 9+45.64 8.50' L 2.50' 1 35°00'00 n 5.89' 10 I NSTALL REMOVALBE BOLLARD I FT , FROM EDGE OF TACTILE WARN I NC TILE TR I MET STD 8/ATM853 C36 19+69.27 32. 14' L 2.50' I 35°00'03'1 5.89' . , AND CENTERED IN THE SIDEWALK p„ C37 19+76.77 31 .801 L 15.00' 90°0010011 23.56' ....%.) , ■ 11 INSTALL DECORATIVE ROCK PRIOR TO TR I MET STD 8/ATM853 , C38 19+66.77 11 .00' L 5.00 90°00100" 7.85' CONSTRUCTING SIDEWALK i STAT I ON AND OFFSET ARE TO RADIUS POINT OF ARC. cz) ....3 (0) PROpk. TRI -COUNTY METROPOLITAN WASH I NGTON COUNTY COMMUTER RA I L LLO 8/I 9/04 ...s. 6j) TRANSPORTATION DISTRICT OF OREGON , , .., ,, , GiNt- s DESIGNED DATE 4i.S. 4,.? b ...................... .4 ' TRACK/SYSTEMS/STAT I ON CMCG ,5? - 1 7,26 1 • 4-.....---- , CAPITAL PROJECTS : _ BKH 8/I , 7_, , itt g.c- r e DRAWN DATE AND 1 3 - T 1 GARD STAT I ON ,-. FACILITIES DIVISION PARK AND R I DE SITE PLAN OGJ 6/1 /06 OREGON T - •• CHECKED DATE /3 bi .S2 71 0 N.E. HOLLADAY STREET in A 3-15-'07 LLO FWN PC 2.006 1 <el i'4), 1 os ((,-- IlLialitilii; TR1 6b MET i'')N 4)^ 9 4. PORTLAND, OREGON 97232 tot) FWN 6/30/06 ,... \'401/4 CONTRACT NO.: SHEET NO.: ; _ inc., 7-31-06 OGJ FWN 1 SSUED FOR CONSTRUCT 1 ON , .,..Igki APPROVED: DATE: SCALE: DRAWING NO.: , APPROVED DATE SUBMITTED: DATE: NO. DATE BY APPD. REVISIONS EXPIRES 12/31/06 07-3 1 -06 07-3 1-06 I "=20' I I 3C30522-A RH03024 I BW 0 ..,P CHK. D ..,1 0 i3 r . / A • B • U • U • t • I- • ( • 11 1 AI. ,,., 6 " ir,' ...%- ,.- 20' I 01 0' 4�0' 40' -,- ___:", ,, 1__ :,:",„ i,.i:ii.-,-,,,,ii,,,__.,_,,._..,ix-- a,,,-_-,a --. - - SCALE: I " - 20' � : ;JPY le t _ e " �a 2s01wO2ne ,. 30--BASE ,,.. ._._._.�.<_._,...�_..w.�.....w,�__,..,,_.,_,��.-._e�° mn_.�M�....�...< t- LC"� 30-CRl�Y2 20+ 12.27 � `'°,,, N S A -- • 9.80 L _<___ _ m, 30-KALN " „w,.>.M.n.,..__�,M..�A.� �.�. �......, . .r<,.�_ �,��.._»....��,,..., r..4. ._.n�.,r,,..,.... �.:-__..: .. - , ,_ _ _ _ ._...N...__ ,... , .......,. ,...'...,. ;,, .-----.....�� .t...._ _ _,.�..�..K, ,.., 9•E _.w. _.M.._,. „. _ _ _ ._u . STA $. ,_>„_ 3o PROP -- - _ �.. - ,,°- 9.85 1 59.5 STA 22+67.27 18. 19 L _ S/W I _" L �. 1 1 30-US � -.-._.__ _� CONST. 2.25`X6.50` 10 CONST. 2.25 Xfi.50 � „ _ , - STA 22+ 12,-- r. .,.__,- ..,., :,.rv„ r, . ,_ ,__ _. f STA 20+ 1 3.76 � �CONC. PA N „�<". °Y �� K,°:::-� '�.�iJ. ��° ;�' ----CONC. PAD AND i NSTALL- .:x tm34x22 , ► 1 -- m �_.-�_ T C0 C. D AND INSTALL TYP_ 20. '12 GRADE BRAKE _,_- ~'�- 50'00 -'' BENCH 19.80 L w BENCH f LTsco:e: t �' 1 tar 1111111111111111111111111111111111111111111111 MI OEM END SWALE I E 1 56.34 TYP TYP 0 PSsc l 1 �►' �"`" % S/W 159.85 �,�r�■►:•r•.... o e. YillIllIllaIIIIIIIK I E 1 56.84 loft - VisRetn: 1 r.... .,,r�., _ �. ...�. .� .,. u z.�, - ., , ..__. ,,,.� ,_,. _ _ ,,.w .,z 159.0 / - , • •• �� •♦ •• q.. •♦ •• •• • • �•.�_ • • r. .__. • • • • • ��• • • �� • • • �n� • • �.�t_ • • .�.� • • , 8 �__ • • �� • • ....�__ • • �� • �•_ • • s�� • • , : 1-58.5 -,_�- '- ,_,__u.._.,_,. --- STA 20+ 12 _- w �._,,. ,.,,_"_,__„, ,__ _ - I N SWAL µ �_ _ 1�►A E „__ __. �_�,''''•�- I E 1 57.34 M..._._ w, _ ,.._. N IMOM • ,. , , ,-.- ..., ...».:_,,_. >,,. . - 4..<-., - Tr _•Jl�f.. T v , ,. v ., ... . _.. .. , ,s'°,': r5 =�'i ,,5" L"-" ry - Yi%, - � __ .y -•f; ;r•T '"'v - " , .. ., -. , �. a. . . s. - :.. D;,;.-`,7, ,- ., ti<•-i . d'" _ .._ ,,. , ... .> - "! �:-q;!!•, ,MGM, !tR �w.t .x,. .i...-_ ,T.c .y6':",� d-�' ::t < , ,.. .> :. _,:.... _.,_ ..r,� .:....: .. ..La., s. ,`+ -,,.,.^ w1S.,n..a. ''T � .. r»,-, ,. n..,. ,: a !�+:a 'i-i .�.. ._ . , .., ,. _ r ....:.. �r':i+ �.< uY.rte') ., r, .r ' v " • f 1 1 \ i 3 . >: v--............:. `-,. ~'\ j •-x"a V `::6:12'4 _'`�t y'e't ' i xl. u t „ 1�, , -. Y '.O e , t. , ..., ,,_<.,_. ... - - `0. - :---- A __ _ _. ,___ . :___ � : A 7+ _ 02 27 p,: , 2 ... , _ _.".,.,,....-.«. ............................u..,«.._P„n ... X 3 -, x,_.tY'l,..nr+v C' s ,e..-..,w..v m,.,. _ `'�., , 39. 15 L ,,,:.. :,,,, REV I S I ON 1 a , MATCH HALL 27+02.2 _ STA 7 =;�'�• � J :•\ EN T I R E•• -F SIDEWALK ____.__ . . . 29.80 L ., , ...� .�-- < 9- „„ - , ,,--„, S/W 160 00 I Yi. J' 'C • �... •. J » _ _,-. .- -...:. ,>... 111 • _ - - - _ �- -.�. _ •rte ..•- �� ��-Wn ,,. ..-. . vfi ,. ..�_..�,. 0 _ STA �7+ �u 3 STA 25+47.27 I $. 19 L E 1 CONST. 2.25 X6.50 _-, .. a` _ CIVIL CONSTRUCTION NOTES 10 MATCH HALL ,. CONC. PAD AND l NSTALL 20.• . .o.00 s I EWA K 7� TYP D L BENCH I __-" A SEE DRAWING 14C30 I o I HALL BLVD IMPROVEMENTS TYP TYP ��., OR _ .,.z�_.. ::� �= . -_ �r A CENTER OF PAD. SEE ,,._ __ .�. BENCH PAD A I N AN 27+(J i >�Y. . STA 27+02.27 `.'. r . SPECS FOR BENCH TYPE. I NSTALL PER MANUFACTURES 4 • • _____._ • • --.8 8 1 9.801 L , :� INSTRUCTIONS r .� S`yit- _ _ S/W 159.85' ,.4 `-__ 4 -.,=,,,,, A - C c i cats" s `� •,.. .,_. ._. . ... 'uPrA,. , i ..,. ',=, TT f. v; "t A .. Y'^�` Z.y Yte y - - S'".t,{ - s,-,; :,-.7.:1 - - ,.. ,., .. . _.. .�,_. ,._. .. _ _ , _ _ ., _ v _ _ _,. .;`�' g.J ._ . dam; , -. ,c , '".";a c�;:w' t� ; , f:,,, a- '-:ts ,4.,.`,V'' CIVIL KEY NOTES I CONST. 10' WIDE SIDEWALK (SEE T I GARD STD 120) 2 I NST. 12" CMP CULVERT I E 156.34' 3 CONST. 3FT W 1 DE D I TCH 3: I SIDE SLOPES 1E 156.34' 4 CONST. 3FT W I DE SWALE. S 1 DE SLOPES 4: 1 FOR DEPTH OF 0.5FT, 3: I S I DE SLOPES 0.5FT TO 1 .5' (SEE CWS #520) 5 CONST. 4FT W I DE BY I .5FT DEEP ODOT CLASS 50 R I MPAP. PLACE 5 DRAINAGE GEOTEXT I LE PR I OR BETWEEN R I RRAP AND SUBGRADE. . 6 I NSTALL SED I MENT BARR I ER ALONG D I TCH EVERY 200FT. (SEE TM o STD l /CTM303) 7 CONST. 6' COATED CHA I N L I NK FENCE (SEE TM STD 1 /CTM3O I ). FENCE SHALL BE I NSTALLED 4FT FROM CENTERL I NE OF D I TCH ( 19FT FROM CENTERLINE OF TRACK) WITH GROUND ELEVATION IFT HIGHER THAN D I TCH. SEE TRACK PLANS FOR D 1 TCH oil o ELEVAT I ONS. °I LLO 12/I /04 ��.�� PR°FFS TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA L . DESIGNED DATE `�'C �� �N�F Sk w� �' �,zs I TRACK/SYSTEMS/STATI ON CM GC 12 2 04 lk BKH / / , CAPITAL PROJECTS j 4 DRAWN DATE (Ni AND 13 -- T I GARD 2LOf&LAN to*** 6/I /06 FACILITIES DIVISION MUP & DRAINAGE SW CHECKED DATE v o� 710 N.E. HOLLADAY STREET �,� A 3-15-07 LLO FWN PC 2.006 I < OREGO ,47 p y 19,�9g In�N 7-3 1-06 OGJ FWN ISSUED FOR CONSTRUCTION FWN 6/30/06 �'�J1JØ' W PO RTLAND, OREGON 97232 k NQ N0. DATE BY APPD. REVISIONS APPROVED DATE EXPIRES 12/31/06 SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: moo , CHK. 07-3 I -06 07-31 -06 I "=20' 13C30523-A RH03024 I BW A • B • C • D • E • F • G • H 1 Q. DITCH Q. TRACK 8.50' 2.00' VARIES SEE TRACK PLAN ROW . . A •■ q.. TRACK VAR I ES 10.00' VAR I ES 9.00 4.25' VARIES 42.5' . ......... ....-... ...-. .--,.. 11.-.111 r'..'' ‘ N.. • I SEE PLAN RAMP SEE PLAN t XREF'S I Y2" P PE HANDRAIL 6' COATED CHA I N L I NK FENCE W I TH SLATS I I (SEE DETAIL I , TR I MET STD CTM30 I ) trn34x22 i FOUNDATION FLUSH WITH TOC EX I ST I NG Ijscoler 1 [ SIDEWALK .0„.„---- -..„, 1 .50' PSscole: 1 VisRetn: 1 SLOPE 1 .5% - , .3 7 \\ HMAC WEAR 1NG COURSE 2 IL 6: i i - ,-, , - LEVEL .2, HiKuNDE_NS3E I I ' , .c, ( \ STANDARD CURB I I -7 - ----: /,,16'. , 3. / (PER T 1 GARD STANDARD L.. • DETAIL A....i .....4,„ , SLOPE 1 .5% I 25) r , iA4 II... _ - , - : , , _, , ., , , P.C. CONC. WALK M 00'1 , , - - , ,- - , ,_ :- , . 1 (PER TIGARD STANDARD DETAIL 120) -' ,:..' SEE DETAIL I -............--- AGGREGATSEL°BASE PE VAR I ES , , 3/4"-0" MINUS AGGREGATE BASE - P.C. CONC. WALK • 3/4"-0" NOM. COMP. THKN. - 2" SEE TRACK PLAN FOR D I TCH PROF I LE \ .,' THKN. - 4" NOM. COMP. THKN. - 8 (PER T I GARD STANDARD DETAIL 120) LEVEL B SUBGRADE GEOTEXT I LE AGGREGATE BASE 3/4"-0" NOM. COMP. THKN. - 2" A T • i B 3 - REVISION N4......0/ TO ENTIRE DRAWING ,. • ROW Q. TRACK 9.00' 4.25' VARIES 42.5' 0.50' .-. .-. .-. "--.....,,,4..._ ....I ....... . 6' SLATTED COATED CHA I N L I NK FENCE „,,,, o (SEE DETAIL 1 , TR I MET STD CTM301 ) 1 .50' 6` COATED CHA 1 N L I NK FENCE FOUNDATION FLUSH WITH TOC A. „,. ......„................,..„ (SEE DETAIL I , TR I -MET STD CTM30 I ) • 4 7\ HMAC WEARING COURSE LEVEL 2, ” DENSE --"\ PLACE SLEVE FOR FENCE POST DURING POUR ( \ NOM. THKN - 3" BALLAST TOR BALLAST CURB - TYPE II • MAX. SLOPE 1 .5% SLOPE VARIES E--7-- I`1 (T R I -MET STD CTM20 I ) a: _ _ ,-,\ ,, ,_ , , ,, ., _ , , , , , , , 4r r I 7.6-: ' / '''- ' ' I , i , I , --i.... • . , , .,..„,. ,..., , . , ,---, _ :,- , ..... 11, 1 .00' --,,,, , ,_ ,--- ,, , • . AGGREGATE BASE ( --,- : ,- '-- ' , / '` ' ( 1/4\ LI L , , 3 , SEE DETAIL I ....._....- 3/4"-0" MINUS NOM. COMP. THKN. - 8" ,-,-,,,, ,,r, ,,,_'3_:Z:? , -„, ' - \ .." P.C. CONC. WALK ...... THKN. - 4" LEVEL B SUBGRADE GEOTEXT I LE (PER T I GARD STANDARD DETAIL I 20) SUBBALLAST 8" PERFORATED PVC BALLAST DRA I N STANDARD CURB AGGREGATE BASE (PER T I GARD STANDARD 5 3/4"-0" NOM. COMP. THKN. - 2" DETAIL 141 ) 0 I_ A BA __A T z : Allik , 2 - W I TH FENCE SLEVE '8 \........./ \..... / PI • -**1 i 2 , I z.1 LLO 11 /21 /04 0.9 PROE-4. g1:5 TRI-COUN111 METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASHINGTON COUNTY COMMUTER RAIL 4- G INE`eAP --J DESIGNED DATE :7 (4>4 41 6 , 7,26 I 't, TRACK/SYSTEMS/STAT I ON CMGC 4. , k BKH 11/22/04 ce • r CAPITAL PROJECTS , E : DRAWN DATE . Q. - AND 13 - T I GARD STATION tNi OGJ 0/1 /06 , TRI g AnET FACILITIES DIVISION TYP I CAL SECT I ONS , 0. -t'■ OREGON ,Nt. TintiS CHECKED DATE %vi. nstlt,,44 - 710 N.E. HOLLADAY STREET ' t.) A 3-15-07 OGJ FWN PC2.006 1 4)-0' 19,va.IttV Aoo too 7-31-06 OGJ FWN 1 SSUED FOR CONSTRUCT I ON .. PORTLAND, OREGON 97232 FWN 6/30/06 ,eit- vtt t.gx■- NO. DATE BY APPD. REVISIONS APPROVED DATE EXPIRES I2/31/06 SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: -..1-0A.... 07-3 1 -06 07-31 -06 I " '=3 13C30551 -A RH03024 I BW .1 _ 0 ...) CHK. ... 0 c• • A • B • C • D • E • F • G • H , - 1 8' +/— L..._................... • . -- XREF'S N A 30—C77G I tm34x22 LTscale: 1 REV I S I ON PSscole: 1 TO ENTIRE C\I VisRetn: 1 DRAWING .,. --CNI T 2 f I 1 1 I I • STANDARD CURB (SEE T I GARD STD 125) — 6.00' ... 0.50' ...... •• '3 M %, : 1 ,SCOR I NG , PATTERN rTh SCALE: 111=5' \......// 0 k D \......., • . FENCE 7.25' , , , 16.00' 5.58' 8.50' 52.80' __ \/\ .1 ....-.. ......„ ... . .... Q. GAUNTLET PLATFORM * I TRACK 5.58' SL 1 .5% MAX 6' COATED CHAIN LINK FENCE 4 (SEE DETAIL I , TR I —MET STD CTM30 I ) 6' CHA I N L I NK FENCE FOUNDAT I ON FLUSH W I TH TOP OF BALLAST - ------ W I TH SLATS (SEE DETA I L 1 , * . TRACK b , Z TRACK 1 .50' 1 .50' TR I —MET STD CTM301 ) TOP o Q . . . OF FOUNDATION FLUSH WITH TOP OF .44: 4 TOP OF BALLAST —J TOP OF RAIL --;LRA RAIL RAIL TOP OF CURB ** ri. Nava 1.9,* SLOPE VAR I ES (SEE PLAN) , --- • - ... , A 1 , '' -' .-' ,,-- 5'--' ''-:'-' i '' ■ .......' STANDARD CURB ji— .....— SEE PARKING LOT STRUCTURAL SECTION (SEE T I GARD STD 125) SUB BALLAST (SEE SHEET 13C30551 , DETAIL B) 8" PERFORATED PVC BALLAST DRAIN 5 PLACE ON SUBBALLAST ADJACENT TO I BALLAST CURB — TYPE II FENCE POLE FOUNDATION (SEE TRI —MET STD CTM201 ) EXPOSURE = II IN. Ya 1 * NOTE: SEE PLATFORM STRUCTURAL DRAW I NGS FOR DETA I LED EDGE LAYOUT AND D I MENS I ONS. n ** NOTE: FROM STA 15+00 TO 17+50 CATCH SLOPE MAY VARY FROM TOP OF CURB TO BOTTOM „.) SECT I ON ("4.%)C ;?. OF CURB. FENCE POLE FOUNDAT I ON SHALL BE LENGTHENED AS REQU I RED TO SAT I SFY M I N I MUM \,......../ EMBEDMENT DEPTH AND RELATIONSHIP I ONSH I P WITH I TH TOP OF CURB. -*-' ca cl S. C3 (5' DESIGNED LLO 1 I /2 I /04 no) PROpe.i, TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA I L . BKH 11 /21 /04 I 7,261 i.,N- 1 ---1 DATE rC,‘4G Neefo, , - t''' •k CAPITAL PR TRACK/SYSTEMS/STAT ION CMGC ict..? 54('' 7r. OJECTS E A 07 LLO FWN CHECKED 6 DRAWN DATE AND 13 - T I GARD ST-AT ION O. t.o tillitS TRI g MET FACILITIESLADIVISION TYP I CAL SECT I ONS AND DETA I LS OGJ /1 , o. 4‘ (I- t)r'S DATE/06 OREGON St4 4' ET - "1 3-15- PC2.006 041.,41. PORTLAND, OREGON 97232 4 7-31-06 OGJ FWN ISSUED FOR CONSTRUCTION FWN 6/30/06 (.- vi t41k . - , NO. DATE BY APPD. REVISIONS APPROVED DATE - EXPIRES 12/31/06 SUBMITTED: DATE: APPROVED: DATE: SCALE: I DRAWING NO. : CONTRACT NO.: SHEET NO.: CHK. _ .....1--3■. 07-3 07-31 -06 I u=3' 13C30552—A RH030241BW ...4 w...)c) A • B • C • D • E • F • G • H . , . :,.-..... . , IOW. . : . i. . . . • , ,: : . . : . .. . „ , ;... il .'i; :: .. ;. ; .:::r: - ::, • ,., ,, i'M .. „ . . r77 - .. .. . • . . , . „, . .• ,„, , ,,,,„ , ,, .. ,,?..., • :; .. 166.80 0 20' I 0' 0' 20' 40' . . . . ,. •••,, „.. „ , . . . .„ . ••:, : ,------ , .,2,,,,; i.•,-; . , • I 66.87 11111.11111tiiipMEMBIlliiiiiiiii . . ... . „, .. ., . „.., , . . . • ._ ,. 166.68 I 69. 12 I 68.89 . .. . .. , „ , r----i- -- • ---- -- - • - - -- '' 164.60 , .. . . . .. . . . „ . . - . • , ,.. ,. .., _ .. ,. .. ,, 4.8` .---"„'' SCALE: I " = 20' • , . . - ,1 • , „. :,., • I ! ,; : .. . , , . ,_.. „ .... .„. „......: ...?_..,.....'. 2'1...:64..• ii, ' „ 1; :•=. . 1 . : ., . I: ; : : ; , 166.75 169.00 169.03 co ;' : . 164.74 .. , v --,, ,:-i, . _ .., „ .„,. .. . • SP, (.., . ,, . ::r 'A . ‘• ., :. .- I _...___________ .. . . . . . , , , ,-., ,::: ...• . , XREF'S . . , . . ,..-........ .... ' ' 1■1 24,----n' at-IN --', w .: . : .. .....,. . : „...,4:,.,,_„:,,,,,,,,,,,,,,,:„.., :;,..,,,,.:',n:-::•-•i::-_-•.:, ,.- .,•-•- - ,•,. 11613C063 I:1 ir • - - ---- r .: .. „ ' .,_, 30-BASE N ----- „. . , ,, , ,, ,-, ,.., ,, .• .••., . ., , , . ,.„ „ . . .. , . , . . , .. „ ... 30-BASEC ., ,, .„ ... . , '',,,, .? ..„. ,,•••-,..,..-,-•,-,-' ,,:; -" • . . . •--.„ ., , , . . .. - 1 •---- ,- SEE PLATFORM GRADING DETA I L rilm% , 4. ---L-77---'-' -'1'• '''' ' 1. ;.*.'„..,,,_,..,,,..,..1.,:y- c- •.,.„..,„..,:: , ,, ,,: . . .. . . .. . ... .„, .... .......• *IS_ 30-CRDY2 T ' • ;.' ' 1.''----- ,;;i .1';'14---- k■Alili ;1 , . . , . . -::',-,:::. - - ...,.... ...... „1A- _: .--. ' . I 3C30532 30-C77G . :, 1.! / : . , 419 X 163.5 I totillillirk- 1 ■ - • 4D ‘....09 „ „ .. „ . . . . . . : ; . . , ,,,, : : : :, 14.: - -, 111 - . :---7*--'' . .. , . . 4...........-....-1 •• • , A 30-PROP . '' 4 ' ..:. . . .„. . . . : . , ----- „.__....,_.......,..,. : croprahh.. vr.3. 6 ............. • • • .....____ • • JO-XUTL . :. ., . „ .. ., :: . ' ...,..„ PROPOSED' .RI*R TRACK I • .• „ :.: . ... '' ::; ;-; •• ,., i..i7.• ['i . . . ..,..,...., _- . , . . 30-prow - . . • . ' Alliii ,„ ..,--.: . ) ;.1.7......."11- 30-usitn '',,__-:-:',', . ., CC ‘-- ';',:' r ,- ' .., . ' • . • . - REVISION tm34x22 ., M 163.42 163.52 Y1111. • --• - • - - .,, -.., ,,,,,, ,, , I i i.: , . ,, . .......„,„ . „... _11111,::.2 " - -- ' ...- . , . TO ENTIRE . ., ,. .. ...., . , „:„.... „ ,.„. . ___ . ... .„ . .. . ---- - DRAWING •' .,. . , _ . . ______ ----- --- • ..'111111-,:- . 63.-4 .„ ._„..... ,............._,....jr.: -.. ..1-11- ',1: \Hc.. i . . J. , 165„.„5...,________. - • --• •-• • - -. • -• • - „_.._______,__,____„____„____,„_._______...._.____,, _ . .. . . ... . . . , . . „ . „,...... L Tscole: 1 X ,.: -.: ..! :--,----. 1-:,;,.-, -1 .,,,, .. --:-.-:-„,---.!-:.." "''::_f: . _ , _, .,,..:•,•. ,•-:: " • .„...,... .,.,._,_....,„.„,_.„.. ._..._......._ .,_. . . .... . ...._........ . .. PSscole: 1 C) :'; ';1 ; if):::: .. „, ... ... . ' •; ' : (1) . ,. ,„„_..„...._... . . ; .,....,. . . , . „ . , . , - -- - , ViSRetn: / . ' ,, .. . _ ..„. ,,. •,:;, _.„,,...,..,...........,,..„. ...- „„,.. '4111111111 . . ......61)' '4 '-'''--. oi-'-'-' ''-'-'STA I 3+86.89, 20.0.61 L -CART. TREATMENT CATCH.---: •-t.--,_. ,, •--------• ------- ----- ----- ---- - '" - -- - • ,::: :,, .. . .. ....„...,,,....___ „.,,....„..,„.. '''' •,•-:-fr-:"' ; _, .• „,....,•,-.-------1, ,-,_. '1,-,''. ....,„ _-,.• . _ .„..„....„.,____.... __._ .. .. ... .. „..... „.... .. „„:„......„,.... ;.v. c; 163.21 4 ). ,,,., :or, „, :,„:".:,:. ■,...,,r _............_ _s..„,L, i m . .... . _. ... „..,... .. _ . . ,......„____„„_. . .. .: .,..., , .0,, _ . PROPOSED RR TRACK . , . . . . ..,„......,„.„ . . ._ . . ... . . .• . , • . : ... . . • •-- ,„,.. • . . •... . .,,.., . . .... „ .. .. . , , .. .• . ....,. .. ....„.......... _....,„, . . :.:••. - -1-• _.„.:.„.,...., . „. .„.. , „ ,.,:,-,,,-,-,::,-:------",- :,„,...,......,,,••,- ,..,2,...---•,-,::7-- ..., ,,,..-,.----, . . .. .. .. . . , ii. ,....14 hi NMI•11171111111111111M111111112,44 _ - •, ._____ _ , .,.......,, .,...,_.,....„„„ . • . . . .. 1.0 , . . •. • .'•`•• • - : - , ',. ':., . ,..„717..v,.:1,,:',1:i:,',"::::•::::'•1. _:::7:,:,,'-'"'::::',,':1-1•::::';.:,••,-- ,,,i:, . , .,.. ,_.•„. ,,„_•• . .,. . . -..„.. , : .. .....--„. . . _ -... .•. •„, •,_• . • , . .._ . „. • ,• „, ,.. --:- - - - 163.20 . i ‘. „': •, ••.; I 65.22 • • a ------ . . . . . __ 10: Lismigisim.63. 14 ,,,, „ ..., .• ::::: ie'' + (NI • , ., . ,y,,..,,,, . . . . . ......,....„:„.,...$•.•,---t-t:"- ',,,,,, ._., ..•.• .,,,,•.. • . ., ..„.....„. .. .. . . ..... . _ . -,....5.9 162.48 441- ND . .. ..„„.. . • „ . .,. • . . 1 , _ .•. - .. . . . _..,..„... ..:, . .. ... ... .. ...... . . , . . • , _ . „,..,,...... . . . _ _, ___, . . ----:' ..' -'..:' ' ''','• :•• ' 1,-----:-..-- H.i -7----. - --- In ... , . . 163. •6. ri,..24 ..,......... ., , L .. .,, . , •=, ,-- .., 1 ,. „ .:,:„.„,_.„..„,,,.,,,,,_„,,,.,____;.,...,. ,,,,, < in .,. , . ,, • " „..., .........., ..,„ maw _______ __ .F,0 11111111111 ,,\ asim, - • - , I . ..... .... .. . .. ir i,. ‘,VD ' :: '-imii"------- :::, ; ii:- .4)qe-.7„,!,: . 9:„. '11-1-111.-1-1"1-1.11----------_,...,,,. ...„... ...':-_-:: ._ ._ . . ,.i..:.,,i. Te 16 I . I 8 .. . 1 • it _inomp.„4,===„ .„....„,..„. ... .. „„.......„....,____„...„ ,_ „. • .. . , ,......- iiiimilF° l'1145'7.:-.,-.-1,1:': :,1.-_,;_H': ::::11_:7',-11- '',T,' -.'•-,_:,'_-'--':'=1362443""_..'.-_17.:,-,-. . .. \.11Plir' ; „ 111'.11.'''::,- T OC 1-1-21:817-1-71 ----:----- •:-:-- ' ' ' . - i.:,: •. Li '1) e0 , -16-1:23.----1- ----- ,.,./ . . „..,._ . ,. ______--,,----,------ "---I -:-. '„ -it,11 .. •. - iras■ loom ., , , ....„ r r ,--- '- -- V \ ,_,.........„.____, _________-___ 162.68 1, iiik (12, . FOC 62.88 FiC 161 . 18 ■• \-11110. ,-.."./ (. .6-.1 .35 __ _. .. ... „...< Z 0 . .. ---F-,,, , ....---- viYilo s--- .... „ - ‘ i '--;LL-----------------141:.,.-202...--,,, --,,,-- ,,, 5 . „...„....„„... ...„ .. .. .„•_,,....„...,,,..,..„.... ...„.. ,..„..........._...,...,,...,_„. . • ... . ,,. . „ .„ , . , , . , .,. •,.. •., ..,,,,,,,•,_,...,, ..„,„.,..„,..,__,._,, .. . ." „.. ..„ „....• ... ....„ • 3 . li.,, ,, ,,.:,::, , ,, ,, FO '': .. . .„. ,„.. '.0•-•'''' • • ; __. • ' \ , / :,,,,;,,:,,,,,_„,„:„...;„-,-- ,:::,,,r.,:: :::,•:- ;'-. ' -'1) 1 ; ' A. 0.. • 162.714 • „. ----Ile.2 . . . : k / ':• •: I 61 .84 ',.. : 161 .8° . .,....„.„., ...... _ . „. FO =;.•,_,., ..•„. - •;; co !....... ___ . 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FO ,... ......„....._..... ...... _ E Y...0.. 1, ,..1 , , -. ;::: -:::---k:::7i.,.......„._....,_. ,r_ f,ri,r,. r j,, • .,........ .,6 1.5 I.tii, _4, _ ,_ , \b,IV .\.:17.-- - - ,:*''Ili.. -28:-; '1...-E---- 241144) IP FO •- •;. -'I.% •• --- - .....-----,--- -- ;-•OE;-- . ; ......-,. -___..0; ; ...._ _ cji -- _ ------ g s,"_,,7,-- • i ' -- -;;'-;---- OE__.___:-:::::_ -_,..,-- _ .. .„ - 0 =$. 111 •o_ ;• • . .11* .,.... - - - I „ . .. ....."... ....--- ---•--- - - ..... _ ., ....„_,.... •„„.,,, ;-;. „ „, ;;;.„..,....-•---iL:;---..:., ,' ..' f .,, , .tr--- - " ' 1414...------ - - • • -ii....- • ----- • 40.6.4, •---- ---- -- ,•-••••••••0-- 0-............co• , .. „... . N." X „ . __ X•••••••••.•••••••••••.• . ....._ -got, • - --;---;!---- OE ; -•- ,. ,.....,„..,, .1 '; ..; -i:: ;-*'''-';':-r1:,,,,,,.:•„,,,,,-,,,,,,::-.-.,...-,,:.,::::,;.:,v);;-: .‘' _ -.,-*- -...,.„ . ...„..... ::;iii,„arog OE 'ill. -• ---- -- .1.6-1-.9-7- -•-•, -.---- -I-62,21: .•- - :,.„,.. ,- ', - -' - I.• ,:•K ,. .H,„.• ,.,,, ..... -, ,: -., .:.„ ...::".... .-:,-::-,-- ,,,J, , -..:,, ...., ._ . , . .. ._ ....,.., „...... .,.. ,,.„,,...,,,,,,...,...,...,....,...•.,...•,..li:.......,li...,0.-4...:..6.T.,:.,-;,,,,,...,..-0:.•,±..-...,..-0,,:4,-..,i :4:-.;. .:',■,#,.F*.-:■or,::....,-. ,:.4*2: 0.,:- ..m......,/... \ 1 ' . i'i::' J _-------- ' \-11111til..--1.411411111- ----- ---,_, „, ..!..,.,:!_11_:,0, - „72. X ' ,. I 1 b.4. 111 0 . : r _ ,.. ,:::::..... \ , ,-- ....F.0_6",,,s... .,G'Ni.\.,..•‘1) ) ,\F:(IP. .. : . . . ,__„...- • :, .: ,, .-- _- • ...,„. ..___ ,.. , 1 .... FO . c!, ' :,,:i,--_,-- ) (ID STA I S+86.97, 7.03' L .. , 1 „.; , :,..„.: ..,--;-;---- 4,,, • • ------. • . „......... . 01[• ... .'--.3*"17:1- 0110 \. ________J. lc,•,..,....,.....,.....,..„ 48" MK CWS #040 _ FO 1 ;i•;-:- 7---,,.',: .,‘ RIM = I 6 1 .43' GRADING AND DRAINAGE NOTES ___ of----. - .. : ,:,, -::. y . I : , c, .:; „..,4A,5------- „, 1.-,, s• '.;4,1 -••. , : ..., ,I CONSTRUCT I ON L I M I TS 1E 1 N (SE) = 158.50' • ip ,,,,_: , 1, A LANDING AREAS NOT TO EXCEED 1 .50% 1-N ANY D I RECT I ON . ... , , '''-'-=:-:''''.:t • •',.:-.2-,,,::,, ,',:,,i ' --: --:. I ;',..', ii,:',,,,,,-.11 ... . . STA I 1 +05.79, 5.55' L 1E OUT (NW) = 156.22' I ,•, :. •:.;•; . , :I , B ALL CURB ELEVAT I ONS AT FLOWL I NE AND FACE OF CURB UNLESS • --: -::, -.;:: . :.;:•. : ,_ . -;: -.i 0 rall.'41. -STels:...I --1-1-11 +;;;IT:'11.11W;):6-1-11-----7' R ., , 1 FLOW CONTROL MH I E OUT (SW) = 156.22' . , w -■ u) r . , .. „ ,., _ ,. ,. . , . :, -( I -CART. TREATMENT CATCH BAS I N , • SEE NOTE C , OTHERW 1 SE NOTED (LOCATED AT PC POINTS AS SHOWN ON SHEET : . ,.. , ,„ , , : • • ,,,: 3..,:l' : '. . ' I 3C30521 ) ' - . : , _ I :•': ::.•-•'' , ', li . 17 , 0 : RIM = 160.29' : , . . R 1 M = 160.93' . , . . „ ... , . I ,--:, '• , . , . „,„ =-,J , 8 1E OUT (SW) = 157.99' 157.94' : , . ' , ,,.: C FLOW CONTROL MH SHALL BE CWS #544 WITH SOL 1 D LID. 2 4 , . . ,. ..., , ,,, , : ., ,,..:•,-,- ,, ,,,,4 a. ,,z,i ,• . , 7 , . ,, „, ..7, • ORE I CES SHALL BE PROVIDED WITH AN ORF ICE PLATE AS SHOWN IN . ,,,„:„.., , , •,4,, -1-- se -,„:.„:-., , : 24" 1E I N (SE) = 155.94' : : . , , :::,,, ,,, •,_-- 1 :: .',. ..;,,,,, STA 10+22.96, 17.89' R , : ; . . .. ...: . CWS #546. PLATE SHALL CONTAIN 2 ORF I CES. ORF I CE I SHALL BE co ---,,: : : ,,, ,..., 12" I E OUT (SW) - 155.94' _ . . . .• --=„,":,•: .•'. ..:,:„ . ...i., ., 1 „,,,,,,, , 48" MH CWS #040 :. , . . . • • . .,..„... .,, - :,.., ,,.,, . . t 2.9" DIAMETER W I TH AN 1E = 155.94', ORF I CE 2 - SHALL BE 2.8" . . .. ..:,,, ''' . . . „... .. ...., : • k RIM M = 160.73' , , : , . •,,..1....,„.• :::-- . i , D I AMTER WITH AN I E = 156.84' .. , ... : . . . , =,., EXIST.ST. 12" I E I N (NE) = 156.30' i : I, , , ' D ALL PIPES HDPE ASTM D3034, UNLESS SPECIFIED. CONSTRUCTION . . • „.„. . . ..,. sl I '.' '- s ,..,,,,'-'' Di : I 2" IE 1 N (SE) = 155.61 ' . . i .• ; . ,,,- -o- . " __...„...:: .-V- ....., * SHALL CONFORM TO CLEAN WATER SERVICES DESIGN STANDARDS ,.,..,,. . ,g) , •-,-,:,..,J 1 12" IE OUT (SW) = 155.61 ' : . . . . , 0 ..„ : :, ,, .,,,--,' ; . .. _6 . . • E I -CART. TREATMENT CATCH BAS I NS SHALL BE I -CARTRIDGE . • • '-'_ •.:::.:...,...„.„._.,,,,,,,,, p 1 ,,--1--,__ i ' .. . ,. .„....,..._.,_ ....._..._ ..._. , 1.„....._,.,.........„...,.,...:,,......,...::....' , . : - CONCRETE CATCH BAS I N STORMF I LTER MANUFACTURERED BY COUTECH • . . . , . :--: > }..,•--- ,., i , „ . . . , ,•,-, , ' STORMWATER SOLUTIONS WITH ZPG MEDIA TYPE OR APPROVED EQUAL. . . , . a I-0-1 : ' . .---;-----. G , . cn . , , , . , • . EROSION CONTROL NOTES • A REFER TO DETA I L SHEET CTM302 FOR EROS I ON CONTROL NOTES - B CONTRACTOR TO PROVIDE AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCES AT ALL POINTS OF ACCESS PER NOTES ON SHEET CTM302 5 c 0 GRAD I NG KEY NOTES 0 EROS I ON CONTROL KEY NOTES • REFERENCE DETA I L(S) -- ,..: : ..) I LAND I NG AREA, 1 .5% MAX. SLOPE I I I NSTALL S I LT FENCE ON DOWNH I LL S I DE OF PROJECT WORK AREA 6/CTM303 : 40 . C.) 12 INSTALL SEDIMENT BARRIER I /CTM303 13 INSTALL INLET PROTECTION ON EXISTING/ PROPOSED INLET -2/CTM303 -*J . . i . . (..,, . . . - - - -- - cz, _ ,,,,c C.) . . . LLO 8/19/04 41:#9 "0P4' (g.) TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON -4 'IC DESIGNED DATE *S`'. G INZ `s■s1 WASH I NGTON COUNTY COMMUTER RA I L k - .(9 ‘‘417,26t1"? 15 ' -z- . - . . ct BKH 8/I 9/04 4,/ 7 TRACK/SYSTEMS/STAT I ON CMGC ' - E ce r Q. DRAWN DATE CAPITAL PROJECTS AND 13 - T I GARD STATION - - , 0. OGJ 6/1 /06 11[11/rIllitliii/ : ON • -14!, OREGON tit ,,,R. IR I 6b MET FACILITIES DIVISION GRAD I NG, DRAINAGE AND EROS I ON CONTROL PLAN N A 3-15-07 LLO FWN PC2.006 I CHECKED DATE (0 vt/L 4) Y 19,0,s0 71 0 N.E. HOLLADAY STREET . ... . 014s, 7-31-06 OGJ FWN I SSUED FOR CONSTRUCT I ON FWN 6/30/06 Clf ov-- PORTLAND, OREGON 97232 , it ite NO. ,..... DATE • BY APPD. REVISIONS APPROVED . DATE SUBMITTED: DATE: . , . ■.1...•■ EXPIRES 12/31/06 APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: 0 -te) CHK. -..1 Cie. 07-31 -06 07-31 -06 1 "=201 13C30531 -A RH03024IBW . , . . . . ‘ A • B • C • D • E • F • G • H _ I _ I i .,...,,: I 1 I 1 I i ., ., ,... . I : .....,: , , , (11111111446 .., , , , ,,----..--" ,.....,7, :.•f..-:S, '‘,-; - .,,,,,-7'7,--,,,', 7''' 77-1 7::'.' r:.- -...,,,i ::.':::—...,—z:-.-f: r= ::::::: :-::::: '5.:1,:, 4.iFo 13..:„ ;:fra: ':-.:.: K:r.:, z.:44,,--:;.:,:: -: ,::7:';: s.'-.:: ,; :: :--„v .:v. . A,-C.,■-77:f, 77:) X,:_. -,-".`..' ,,,,,,,,,,.,,,,, ,.._ ...- -S :>: ,,,,,-..,,,7,-,,,,,,f ';.._ 7:: 71,1:: :,; :•-■,-,,i ;.:1.4-.',27' „,,, ,..:.4,7, ,"'; ' -7:. ei* '7, a,1::.i 7 -: 7:7: ':., 4,..:7 ,,...-,,i , “. =. .,,,..."-,,s.."...,. :17",'R 7_.::”; :.: ..,,■i4.i f::•.7-r-.'7:"-. "71" 7'i:: ",;,,-,4:7-,,,,, r7--":" :::77 :7::7 ::: --7:;':=- -;': -'' :'7:7 7:::' 4 ,,, -- --- - :- , ---- - -- ;..,.......„,_, ._. ,..._ ,,,,,, ,,, ,;_0,1 -.....■ . . . ;.' • ---. . , (..., . : • 20' 10' 0' 20' 40' : , STA. 17+77.57, 49.88' L 1111.110iiipliMUMENO SEE PLATFORM GRADING DETAIL ri" , ,. • . .. , I NSTALL MH SCALE: 111 = 20' XREF'S . \\ft.., , ,i SEE CWS #010 i • i : : . . , . i' RIM = 161 .55 . , 1 . : 11613C063 ... a , Si , , ST . ST , ST , ' STi . ST ST sr ! '' 1E IN (__N_E)___= AS. DIR. 30-BASE ., . ' ST........,.....,..i , . 30-BASEC , , : . , / ,. . .' . . , , 1-E---001 ( N) 0_, 3O-CG _ ..... . . • . — _ „., _______ * ______ . ___ , _______„ ______. . ,.., -- AN\ 30-KALN 1 ' .,,,, ,• 30-PROP 4 „..... .,...._ ; . .. . 30-USTM ., r : , . _ _ _._. --....--..._. .„„...,..„ .„.._„_.__ _____________________. ____________.„.,.„.....,....„__„„.„ _.... . .„,. ....____ 0-XTL STA: 15+04.55, 20.32' L , . __.2_,,..,„,=.....„__________ __ .„..„ ... , .,:,,,____ ,,_ ,_"„i. .. ____„. ......... .:...._:, - , REVISION 30-prow , , , . ., . , , , .„..„ ...„.„,..,..-.,...__ ....... .. ,„„,.......„. _ ..._ tm34)12 ,.: I -CART. TREATMENT CA . ,i . ..._ _„„.„.. _________., „,.._„, .,,._,.,,, ,,,,,_ TO ENT I RE _____ . _ . . _„.. _____ „... ....„„.„.., DRAW I NG ,__ _„_______ ______„ .._.__ ------ --,--all:' .-7- ''' ,EXTEND----EX-1-- T-:,---CULVERT. ERT , : -- . ' - , : „ .„ .„ . .„._. ..._,_... ____. . ... _ ___ _____ ________ ___________ ____„ __„_____ „....„„ . _______ ...._ .....„,.. _____ . .„________„ ___ .. _ ____„._ _____._____ „.___. ...._ . . __ .....„.„...„. .„... _ .._„_,___ ____. ___ , _, __ c..,.... •-,---c , „,. _ „..„„...„.........„... ,......... ..._..._, Tscole: MATCH EXIST AL„ ..„..../- ,„-) . „______„.„ ... _ ..___ ,._ . . ___ ____ ._._ _._____„ „____. .... _ _____. _ ,, . _ _ ...„._ ____ ____„....„_„_ PSscale: 1 ..._ _____„.... _..... „ . , : . ,,..,.... _._,, . ...... ..„ ,..„....____.... .„..... ._ _________ ____ _ _ _„__ . „........ ........... ____ .,_. .. _...... _„...... .„... _..,... ...„„.,... 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I „.„,: ., .. . i ,,,, . , ' \ I \ ,. , , , ., , I', I ; 1 I 1 , . . . , I , I I I , ' , . - • GRADING AND DRAINAGE NOTES .0.1.111■1••■••••••■•••••■•■••■ .. *" .'"". .'7"777""7.7.77. ."7" r'.....,,,. .,... ...„......,., ....„,-,.w......,.,.„ .. „..„_-_ 4 ___. ..._._________________________,„______„________._____,_______._„_„_._____„.________ „ . _ ._ ..„ . ___ . -- . . ------ A ALL CURB ELEVATIONS AT FLOWL I NE AND FACE OF CURB UNLESS _ _________________________________________ .. _ - _ ..... ...... , _ _____.„_...... , ...............---... OTHERW I SE NOTED (LOCATED AT PC PO I NTS AS SHOWN ON , - --- ' , _ _ DRAWING 13C30522) ________________.______________„__„._________.„________________ . . ___ ( MAIN 1 . _ ..„..... B I -CART. TREATMENT CATCH BASINS SHALL BE I -CARTR I DGE :.............................._ -'111111111111111111 . 0=e --- ....,_ _____ ........„„„ ___ .96 CONCRETE CATCH BASIN STORMF I LTER MANUFACTURERED BY 166 COUTECH STORMWATER SOLUT I ONS W I TH ZPG MED I A TYPE OR .... 0.--) 167.20 APPROVED EQUAL. 1 .25%- c-- -,•,•___ __.„ ____.. ,,,,..,..._ .„..„...., '--- ---'-- .„. _ ___ .... _ ______ ______ C ALL PIPES HDPE ASTM D3034, UNLESS SPEC I FIED. CONSTRUCTION . ___„. • ..., ,... . ._ PLATFORM EDGE SHALL BE 166.76 • .... ..„ ... . „...... .._... . _01 ... , ;'''. -:...-'„-' • I 67.08 4.0' ABOVE TOP OF RAIL SHALL CONFORM TO CLEAN WATER SERVICES DESIGN STANDARDS , .„--',,. _„...„.._ __. .........„. ____ .. ._ . --—-------,------------1-----------------1---- 1 1 . „.„ _ EROS I ON CONTROL NOTES ., - -<-4-L'--------'' _ .........._ ..____ .....___ ____ . ,,. :, , :.,,- ___, ...,.___ _...... _...._ . ,.......-- . ,...,___ A REFER TO DETA 1 L SHEET CTM302 FOR EROS I ON CONTROL NOTES ' ---,...., - ...,____ - .... „-.,/ _ . . . a . , B CONTRACTOR TO PROVIDE AND MAINTAIN GRAVEL CONSTRUCTION ,,,,,_ .,---.:-- 167.04 ,„,- . „ . - , „-c-- ENTRANCES AT ALL POINTS OF ACCESS PER NOTES ON SHEET ”. ,,, ..,,, , , , .„....„-- . •,, CTM302 ---, --,, , • ..../., , , 0—n—ri—es . - 4.• 5 . ,,, . ' 0 EROS I ON CONTROL KEY NOTES REFERENCE DETA I L(S) . 0 u ikk I I INSTALL S I LT FENCE ON DOWNHILL S I DE OF PROJECT WORK AREA 6/CTM 303 w 11. Agl til SCALE: 1 " = 10' ___ 12 INSTALL SEDIMENT BARRIER AT PIPE OUTFALL I /CTM303 if) N......0/ 13 INSTALL INLET PROTECTION ON PROPOSED INLET/CURBCUT 2/CTM303 „- i< „,- -- . -- ,,, ic ,-6 ,_ 4 . csto PRop METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA I L , „).= LLO 8/19/04 4•,s, 6i) TRI— COUNTY 8 .... , DESIGNED DATE 4'S-v‘G 1 NeA• 4' 6--1 4 b 7 TRAcKisysTEms/sTAT I ON cmGc BKH 8/19/04 cr to 17,2 CAPITAL PROJECTS Et r c, E DWNN DME AND I 3 — T I GARD STAT I ON R 0- in . N OGJ 6/1/06 OREGON T ..., CHECKED DATE I' 1111alitilii; T R I 6j) M E T F7AlocNn...EITIHEosLIADDAlyvissTRI0EETN GRAD I NC, DRA 1 NAGE AND EROS I ON CONTROL PLAN A 3-15-07 LLO FWN PC 2.006 I Rcr” <6(14 Y 19,Veil PORTLAND, OREGON 97232 %.: is 7-31-06 OGJ FWN 1 SSUED FOR CONSTRUCT 1 ON FWN 6/30/06 "Ptx. w wkx- \ <ce,, NO. DATE BY APPD. REVISIONS APPROVED DATE EXPIRES 12/31/06 SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: M d--- ... CHK. 07-31-06 07-31-06 I "=20' 13C30532-A CONTRACT RNOH.: [!!!!!::::::::::: ....seko , a .-- 03024 I BW (, _ ... -- -- . -— A • B • C • D • E • F • G • H NOTES : 1 _....._ I fit . A 0 0 D ,G0 0 0 0 0 0 0 0 0 0 %---...,_..L.,......1--- 3,.................. PA .......X ......x X X X 41 X---- X-- 1 • „.......................,........................., . 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INSTALL DRAIN VALVE HOUSING FIG. 5910 BELOW FROST L I NE SET I N A BED OF GRAVEL 5 1 ' 6" 01 1 ' 2' SCALE: I " = I '-0" ..- i" CS 1 2/1/05 g5 TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASHINGTON COUNTY COMMUTER RAIL•DESIGNED DATE TRACK/SYSTEMS/STATION CMCG , _ is TAS 1 2/1/05 Contact Chris Scott CAPITAL PROJECTS , . DRAWN DATE Nord AND 13- TIGARD TBD STATION 2004-03v4 Z- FACILITIES DIVISION PLATFORM PLAN-MECHANICAL VFI 07/11/06 10 INTERFACE FE V,: 1 VORIS TRI MET ..„-- CHECKED • DATE 710 N.E. HOLLADAY STREET 708sx3RDAVE,SUITE400,PORTLAND,OR 97204 rem 50348=66 PAX 603482.216/1 PORTLAND OREGON 97232 - 07/31/06 CS MH ISSUED FOR CONSTRUCTION MH 07/19/06 , = NO. DATE BY APPD. REVISIONS APPROVED DATE SUBMITTED: I DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: ,, CHK. 07/31/06 07/31/06 1"=1'—0" 1 3M 301 01 RH030241 BW , ni r. 1 Aulnini nwa,-- 11A—PAPFR I rna. x A 4./9nn7 Q.AR AkA RY Tanns I PI (IT! 3/14/9007 Ill'2g AM A • B • C • D • E • F • G • H . , • , ,4 -- i, 1 4k .fii 20- 19' 0' 20' 40' . , /!:IMIIIII -11lMIMMMIIII.11i■ it0177.6 , • '-:', SCALE: I H = 20' ------------ ----41111411111_ . • I ----- . , ,- . , „ ,.. . , F - . , b,‘ ... ,.....„.... .„„„' (.1) , . • . ,, i, , "'•: , , _ —_, „ - . ,,,,,,A0A, -AVAIRA7A` , „ . 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'I, 'i'i I CONSTRJCT I ON NOTES f.1 :•.4 (RESIDUAL) PRESSURE OF 60 P.S.I. AT A FLOW RATE > •;;:f,.; • , T. OF 25 GALLONS PER MINUTE AT THE POINT OF I "4" r CONNECTION. SUBMIT RESULTS OF TEST TO RESIDENT GENERAL NOTES ENGINEER. DO NOT COMMENCE WITH IRRIGATION WORK i I . ,. -- • .7 A REFER TO SHEET SDL30905 FOR GENERAL IRRIGATION NOTES AND 1 4 . UNLESS THESE MINIMUM CRITERIA ARE MET. I I RR I.GAT I O - .LEGEND.. , • :•.:-', :: . .., . B SEE C I V I L DRAWINGS FOR SLEEVES UNDER TRACKWAY AND IN 1 I 0(TYP) R I GHT-OF- AY ALONG MA I NSTREET ; - - - - _ -' 0 i ;'..'•',: : ..;; _ ........ _ ._....- - - I I , __. ...._ • ..,....„_. ... • ...• > .. I (I) STANDARD. OTES REFERENCE DETA I L(S) ...., . I , I REMOTE CON , ROL/M-AST. E. R- VALVE . 1 /SDL30906-- -.) . , _ , _ • 4, , 2 GATE VALVE 1 2/SDL30906 :f; 3 QUI CK ' COUPLER VALVE 3/SDL30906 . / . , - - - - ; ,,. I 4 SPRAY SPRINKLER 5/SDL30906 ; I ,J 5 IRRIGATION ONTROLLER MOUNTED I /SDE30904 . . . 1 , .. I AEPLEECT I CAL CABINET ....... ..............................._ ........ 2/SDL30907 5 . .,. • ,. .. ;.'; . : I _ _ _ _ ___-__ _ --------......--. ---. ----..------ ----. --- --- ----- ------- ........ ....... ..............**.... •••••■■•■ ____ _____________ _ _ --___ _ - .--- ---- ___-------. _ _ _ _ 6 7 TYPICAL IRRIGATION TRENCH IN ----11if-;:1:1V171)11.1 )SINIECG TYPICAL IRRIbATION TRENCH IN I /SDL30907 . . I I 8 1 ; /---- _ .. 1 TREE PLANTIN AND IRRIGATION INL I /SDL30904 _ I I GRATE cl „. .. _ ,...: I Cs11 , 1 I F. tO..... . , . C .....%.1 .' , 1'. .....1/43 I I r■ .: • \ ....,' ...e L,E .. I- CI ..,-- _ ....1 . . .i, 13C ------------ . JEH 2/I 0/06 GE/ :) TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA I L . 1...).- -... DESIGNED DATE O.408 .., z ...: . ..K . , -.: . , ik EFC 2/17/05 • JAIE HANOI • TRACK/SYSTEMS/STAT I ON CMGC 7 .... 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J', I :,;4:. \ \ \ .., 1 , : 1 1 1 1 51 .- ),.,- 1 CONSTRUCTII ON NOTES ,. : ; GENERAL NOTET\S t ,,. 1 1 A REFER TO SHEE SDL30905 FOR GENERAL I RR I GAT I ON NOTES AND 1 4 IRRIGATION LEGEND. . , 0 STANDARD NOTES REFERENCE DETA I L(S) I SPRAY SPRINKLER 5/SDL30906 • 2 TYPICAL IRRIGATION TRENCH IN. . 2/SDL30907 LANDSCAPE 3 TYPICAL IRRIGATION TRENCH IN I /SDL30907 PAVING 5 ct (..1 le) ..4 ,.. ' z cl . ......- 4 ISIPIrrie ) . . 4 . 'IC " JEH 2/10/06 . TRI_COUNTy METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA I L ,) : . . , ....... ., DESIGNED DATE 'icC6PNO.408 .. ....1 TRACK/SYSTEMS/STATI ON CNIGC , .cr- - , tt , CAPITAL PROJECTS EFC 2/17/06 • JANE HANS_ • .. . . 13 — T I GARD STAT." ON - E . DRAWN DATE . AND . et. t-4 tango.hansen LANDSCAPE ARCHITECTS PC ,Ite) IIEERS TR I 6.,:b MET FACILITIES DIVISION I RR I GAT I ON PLAN KML 7/1 6/06 k ,,•• , . ___ , CHECKED DATE - OREGON 4Y 239, 71 0 N.E. HOLLADAY STREET SOUTH 239 nw 13th #303 portland OR 97209 T 503 295.2437 PORTLAND, OREGON 97232 to2 to 7-31-06 KML JEN 1 SSUED FOR CONSTRUCT 1 ON JEN 7/I 9/06 .41)e . . ...64Z1"" imile ,...a...0.0.0■••■=mmam...•••••••••• wir............w r (41 coCttk,4 APPROVED DATE SUBMITTED: I DATE: APPROVED: DATE: SCALE: DRAWING NO.: 1 CONTRACT NO.: SHEET NO.: k too) NO. DATE BY APPD. REVISIONS I "-20' I 3L30202 RH03024 I BW •. ik NINA 7-31 -06 7-3 I —06 I. ...,. 1c.......N., _ , ..K. CHK. 430c) , .,,,, . . . A • B • C • D • E • F • G • H 1 *201M I N. FOR • "-' "--S I NGLE FAMILY • XREF'S ,.,,,,--- — AND DUPLEX , .., tm34x22 .,. -- ....,,-- i - ..-- ... ,,, R ES I DENT I AL LTscale: 1 .„------ PSscale: 1 Q .N:\ \N' „ill !..— VisRetn: 1 „,-- \l •-‘- ?° ! I 1 i.3.. 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DESIGNED DATE ■cl ieT4 WASH I NGTON COUNTY COMMUTER RA I L ..... I -k ,- -c 4.1 7 - Et BKH 1 /03/06 , 17,261 , CAPITAL PROJECTS l- a, ce AND TRACK/SYSTEMS/STAT I ON CMGC < k DRAWN DATE c -- 114111111111iltalii; T R 1 g M E T FACILITIES DIVISION CIVIL DETAILS OGJ 6/1 /06 -<• OREGON ‘r 71 0 N.E. HOLLADAY STREET 0 c.. CHECKED DATE 1(1.4kre-ty ‘0.1.05 .... , fr, 't I 9.t4W- CONTRACT NO.: SHEET NO.: co co FWN 6/30/06 1 W .- DATE: PORTLAND, OREGON 97232 SCALE: DRAWING NO.: APPROVED: (7, to c) SUBMITTED: DATE: RH030241BW -T-.: („0,ki 7-31-06 OGJ FWN I SSUED FOR CONSTRUCT I ON APPROVED DATE EXPIRES 12/31/06 07-31 -06 07-31 -06 AS SHOWN SDC30903 ctal, NO. DATE BY APPD. REVISIONS cew k c‘ip -: '''K----N •-co CHK. c.,.. . . - , (...1, • , A • B • C • D • E • F • G • H STRIPING DETAILS LEGEND 1 oco • 12" 0 -..-14tr-8' -4"-ri-II $ �i 12" MIN CENTER IN A 6'MIN. 1O'MAX. 12" TURN LANE _�* --10' TO- •-~- VARIES 1 �""` 20i �..- • STOP BAR XREF'S BEGINNING O FULL LANE WIDTH CROSSWALK - SPACE TWO 12" WHITE LINES tm34x22 RIGHT TURN LANE MARKINGS - AS SHOWN ON PLANS, CROSSWALK SHALL LTscale: 1 SEE MUTCD FOR DETAILS. ARROWS LEFT THRU PAVEMENT ARROW - BE THERMOPLASTIC PAVEMENT MARKING STOP BAR - SHALL BE THERMOPLASTIC s o Vi PAVEMENT MARKING MATERIAL. >TsRetnetn: o SHALL BE THERMOPLASTIC ARROWS SHALL BE THERMOPLASTIC MATERIAL. PAVEMENT MARKING MATERIAL. PAVEMENT MARKING MATERIAL. ...w'w NW'`NW w W w w w .• 2 1----40'-- 1 A 30" ■-• 8". 18»—, . m ••• •- • •.-•-•.-• --'.• s••_••••_• .---`•_•.•.. 4" " (_ --.--THRU TRAFFIC SIDE p (* 8" RAISED MEDIAN D ----2" SPACE • ••'•• 'AV'T. MARKER h.—._ 15=-„-u. 15'. 4" ►. 11 • • • • • • • " • • • • • • • • 1I• '' 4 YELLOW BI-DIRECTIONAL TYPE I STRIPE YELLOW MARKERS A -" A • TURN LANE LINE - 8" WHITE THERMOPLASTIC RAISED MEDIAN STRIPE -- 4" YELLOW LINE WITH LINE WITH MONO-DIRECTIONAL CRYSTAL TYPE I BI-DIRECTIONAL YELLOW RAISED PAVEMENT. TYPE I MARKERS (WHITE). MARKERS. 0 0 x NOTES: 2" SPACE 40' 4O' 40' — -- 40' --i VARIES e 5 SPACES 0 4" 1. LOCATE STOP BARS 10' BACK OF THE 3 ED W. EDGE OF PAVT. OR CURB m ❑ m = 1.— 8 TYP. EXTENDED FOG LINE, EDGE OF PAVEMENT, �* * OR CURB FACE. VERIFY SIGHT DISTANCE.— imilmmommraimm■■■ , THRU TRAFFIC SIDE --- THRU TRAFFIC SIDE--- 2. LOCATE CROSSWALKS AS PER SPACE 4" WHEELCHAIR RAMP LOCATIONS OR 5' BACK OF EXTENDED FOGLINE, EDGE OF PAVEMENT OR CURB FACE. MEDIAN STRIPE - TWO 4" YELLOW FOG LINE - 4" YELLOW OR WHITE LINE CENTER LINES - TWO 4" YELLOW 3. REMOVAL OF EXISTING STRIPING IS LINES WITH TYPE I BI-DIRECTIONAL YELLOW AS SHOWN ON PLANS. LINES WITH BI-DIRECTIONAL YELLOW TO BE DETERMINED IN THE FIELD AND IS • RAISED PAVEMENT MARKERS. TYPE I MARKERS. CONSIDERED INCIDENTAL WORK. STRIPING SHALL BE GROUND OFF AS DIRECTED " N■�1- BY THE ENGINEER. 0 A 1, .•;f 4. ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL BE INSTALLED AS PER -,_, ,- SECTION 00850 OF THE ODOT STANDARD > h6H8" $,`:5,- it .�,. .., ^.... SPECIFICATIONS FOR HWY. CONSTUCTION. ow I-2 -I . . 5. ALL PAVEMENT MARKING SHALL CONFORM 4 2'"'""I I"" F-2' TO THE MOST CURRENT ODOT SPECIFICATION FOR BEAD BINDER PAINT. COPIES OF THE MATERIALS SPECIFICATIONS ARE AVAILABLE FROM: BIKE LANE SKIP LINE - 8" WIDE B ._1 ENGINEER OF MATERIALS AND RESEARCH WHITE THERMOPLASTIC LINE. _ :..__. ,. HWY. MATERIALS LABORA TORY 600 AIRPORT ROAD S.E. SALEM OR. 97310 . . (503) 986--3100 6. THE ENGINEER MUST OBTAIN AUTHORIZATION • FOR PLACEMENT OF "RAILROAD CROSSING" MARKINGS PRIOR TO PLAN APPROVAL. AUTHORIZATION SHALL BE OBTAINED FROM THE ODOT RAIL SAFETY SECTON. X SUBSCRIPT FOR PAVEMENT MARKING. DENOTES COLOR. (Y) YELLOW OR L 5 (W) WHITE. a 4* LANE MARKING DIMENSION LOCATION N- o AT OF STRIPING UNLESS NOTED 0 M OTHERWISE, r� Q. � -F (3f c ,--3° O TNT 9/01 /04 �tio PRaFF TRI—COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASHINGTON COUNTY COMMUTER RA DESIGNED DATE `c") 0 �tt`op i0 a if 1 7,638 TRACK/SYSTEM S/STATION CM GC ,� JDK 9/0 I /04 r CAPITAL PROJECTS AND 00 - SYSTEM W I DE o DRA DATE �N 0 FWN 6/I /06 �, �EG4N ��, FACILITIES DIVISION STRIPING DETAILS LEGEND c CHECKED DATE 9,j, g �o A 2/5/07' FWN DWM PC 2.0067 c../q�Y �i co 710 N.E. HOLLADAY STREET a `o° 7-31-06 FWN DWM I SSUED FOR CONSTRUCT I ON DWM 6/30/06 JQ w. M\ PORTLAND, OREGON 97232 y � itix Nu-3 O NO. DATE BY APPD. REVISIONS APPROVED DATE EXPIRES 12/31/06 SUBMITTED: I DATE: APPROVED: I DATE: SCALE: DRAWING NO.: I CONTRACT NO.: I SHEET NO.: x N CHK. 07-31 -06 07-31 -06 NTS SDT3O90 I AX RH03O241 BW moo r rr . A • B • C • D • E • F • G • H ...--- . . . 1 / \ • .----- \ \ 4........4, SPEED & elPr ii-MET PARKING WITH D.11.V. MANTENANCE BUS STOP ( R R ) 5 IF/ DISABLED PERMIT OW VIOLATORS MET TO TOWING OMER ORS 811.620 AM FINE IP TO S450 OMER [VAN—ACCESSIBLE] PAWING ONLY \ f ,, , ,_ _ ORS 811.615 0 N LY 0 \ LY . _.;.. . R 1 — I W I —3L W I —2R W10- 1 0R2— I R4-7 0R20-6B 0R20-6D R3640 TYPE WI • RI 010 1080 W I 060 W3000 R2060 R5440 12"X18" 3"X12" 18"X24" XREF' 30"x 30 S 30X30" 30"X30" 30"X30" 24"X30" 24"X30" 30" X36 " " " tm34x22 A PSsLTscole: 1 ill 0 0 4 II { 6 ) 0 ( 8 ) K 9 ) 1 ()) II cale: 0 VisRetn: 0 A 2 DO NOT BUMP W8— I COMMUTER RAL PARKING 48x48 _......____ ENTER — 25 MPH W13— I 48" X 30" R5— I 24" X 24" • 30"x 30" 0 0 14 A 3 • 4 • - Ari c i., NOTES `E-- .: , E SIGNS SHOWN ON MIS Si-Er ARE FOR SI-EETS 12130101, 14T30101, 161-30101, 20t30501, 24T30101 . ch c. o fn 1... N 4 (/) c ,-t i 6 4 -. - 4 4 9/01 /04 op PROpe &b TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA I L DESIGNED DATE 41*.1G 1 NE-4.41P ., tx :, v-- + /0 rt , (1 17,638 ".t, TRACK/SYSTEMS/STAT I ON CMGC BKH 9/01 /04 ki CAPITAL PROJECTS r .,- k DRAWN DATE AND 00 — SYSTEM W I DE ces sz-3°) FWN 6/1 /06 MILS TRI g MET FACILITIES DIVISION STANDARD SIGN DETAILS c,_ 0....: c(1, OREGON 4) a CHECKED DATE c P") A 11-17-06 CAS DWM PC 2.0066 AND PC 2.0067 0 +0,4 Ncb c, ' 71 0 N.E. HOLLADAY STREET . PI N '49/4/ PY 11 \>e 6 co 0 PORTLAND, OREGON 97232 °' , toca 7-31-06 FWN DWM I SSUED FOR CONTRUCT I ON DWM 6/03/06 11 W. 0 (42(IR APPROVED DATE SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: A.i... ,,, k to N NO. DATE BY APPD. REVISIONS EXPIRES 12/31/06 I c k cv N CHK. NTS SDT30902AX RH030241BW r . .... co CS 4 c, --- A • B • C • D • E • F • G • H GENERAL SIGNING NOTES: * MAY USE 6« SIGN 1 ON STOPPED LEG IF COLLECTOR TYPICAL STREET NAME 1) CONTRACTOR SHALL SUPPLY AND INSTALL ALL SIGNS, AND IS RESPONSIBLE FOR STAKING SIGN LOCATIONS - OR LOCAL. SIGN INSTALLATION FOR AND OBTAINING UTILITY LOCATES FOR STAKED SIGN LOCATIONS. SIGNS SHALL BE LOCATED PER TYPICAL TYPICAL STREET NAME SIGN ARTERIAL INTERSECTIONS. SIGN LOCATION OR AS SHOWN ON PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE FINAL STREET INSTALLATION FOR 01". LOCAL tic COLLECTORS WITH THE COUNTY SURVEY OFFICE AT 846-8723 BEFORE ORDERING AND INSTALLING STREET NAME SIGNS. OLLECTORS / VD a �e INTERSECTIONS. « .0. 2) ALL SIGNING MALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE COUNTY'S ' 6 tit • • PERMANENT SIGNING LEGEND. SIGN • g» OR 51.0 .,A*4 ' sE1E• 3) STREET NAME MS SHALL BE: (VERIFY FINAL STREET NAMES BEFORE ORDERING AND INSTALLING) 1 f �' s � .r � � I�)(REFS s w A) FOR LOCAL AND COLLECTOR STREET INTERSECTIONS: SIX (6) INCH 0.080 INCH FLAT BLADE ALUMMNNUM z 4 �� r f ,0.To f I.t rr f ": 5 BLANKS, MOUNTED ON TOP OF POST WITH SPECIAL BRACKETS. rr 8. tm34x22 r r MM � � rM LTscale: "r ■r rr Mr Mr PSsco% 0 LETTERING: FOUR (4) INCH UPPER CASE SERIES C 4 :O ■r VfsRetn: 0 PRE—FIXES AND SUFFIXES: THREE (3) INCH UPPERCASE SERIES C SIGN II sit wr '" "r MM SUPERSCRIPT FOR NUMERICAL STREET NAMES: (2) INCH UPPERCASE SERIES C .M :. "r rr LAYOUT PER TYPICAL STREET NAME SIGN LAYOUT* TWO (2) SIDED rr "M 2 B) FOR ARTERIAL STREET INTERSECTIONS: NINE (9) INCH 0.080 INCH FLAT BLADE ALUMINUM BLANKS, M MM► . 4 :M MOUNTED DIRECTLY TO POST WITH RIVETS FOR STREET NAME SIGN FACING THE ARTERIAL TRAFFIC "r "" ■r rr rM APPROACH. FOR SIGN FACING COLLECTOR OR LOCAL STREET APPROACH USE 3)A) ABOVE. SEE DIAGRAM*. .. .. SIGN C) SIGN "M► rM 4III*1*%** rr rr ill LETTERING: SIX (6) INCH UPPER CASE SERIES C �" PRE—AXES AND SUFFIXES: FOUR (4) INCH UPPERCASE SERIES C SUPERSCRIPT FOR NUMERICAL STREET NAMES: THREE (3) INCH UPPERCASE SERIES C« • 44k*„ K-etrip:› LAYOUT PER TYPICAL STREET NAME SIGN LAYOUT* ONE (1) SIDED, TWO (2) SIGNS PER STREET NAME. 1 -4tote,40 `143t, • C) FOR SIGNALIZED INTERSECTIONS: TWELVE (12) INCH 0.125 MM FLAT BLADE ALUMINUM BLANKS, MOUNTED ° ' , 45:4N)TO MAST ARM OR STRAIN POLE FOR SPAN WIRE SIGNAL SYSTEMS. oterF LETTERING: EIGHT (8) INCH UPPER CASE SERIES C PRE—FIXES AND SUFFIXES: FIVE (5) INCH UPPERCASE SERIES C SIGN TREE o SUPERSCRIPT FOR NUMERICAL STREET NAMES: FOUR (4) INCH UPPERCASE SERIES C z LAYOUT PER TYPICAL STREET NAME SIGN LAYOUT* ONE (1) SIDED WITH BORDER J L, WALNUT er 3 MATERIAL FOR ALL STREET NAME SIGNS PER "SIGNING MATERIALS" MAJOR ST, WIDTH OF SIGN PER BELOW TABLES FOR SIX (6) AND NINE (9) INCH BLANKS. 1 SW 125Th AVE SUFFIXES ABBREVIATIONS PER: COMMON ABBREVIATIONS* SIGN TREE SIGN TREE TYPICAL "STREET NA ME" 6 INCH BLANKS (TWO SIDED) 9 INCH BLANKS (ONE SIDED) CROSS INTERSECTION TEE INTERSECTON SIGN LA YO U T • OF CHARACTERS, BLANK WIDTH i QF CHARACTERS, B, MUM NTS NOT INCLUD. PREFIXES (NOT INCLUD. PREFIXES TYPICAL SIGN LOCA T IO NS AND SUFFIXES) AND SUFFIXES) NTS PREDRILL ON 1» CENTERS UP TO 6 24 INCH UP TO 6 38 INCH FOR RIVETING TO POST 7 TO 9 30 INCH 7 TO 9 48 INCH PREDRILL ENDS AND RIVET 10 TO 11 36 INCH 10 TO 11 55 INCH BOTH SIGNS TOGETHER „ ,......s, —o SW S 12 TO 13 42 INCH 12 TO 13 61 INCH OVER 13 48 INCH 14 TO 15 68 INCH SIGNING MATERIALS ”5 l 16* GALV. OR _ 9 STREET NAME SIGN BLANKS 4 FOR MAST ARM STREET NAME SIGN LETTER SPACING USE ODOT'S STANDARDS STOP do YIELD SIGNS REFLECTIVE SHEETING. TYPE III ALUMINUM ALLOY WASHER Ilk NTS SCHOOL ADVANCE AND CROSSING SIGNS YELLOW/GREEN REFLECTIVE SHEETING TYPE 9 SIGN COMMON ABBREVIATIONS `o (:I AVE = AVENUE LN = LANE RD = ROAD STREET NAME SIGNS LETTERS — SHEETING. TYPE III 0 ....1. BLVD= BOULEVARD LP = LOOP ST = STREET (POST & OVERHEAD MOUNTED) BACKGROUND — REFLECTIVE SHEETING. TYPE III ' 3 8» X 7 16» DRIVE RIVET �- l RIVET CIR = CIRCLE PKWY = PARKWAY TER = TERRACE ALL OTHER SINS (POST MOUNTED) REFLECTIVE SHEETING. TYPE III . r CT = COURT PL = PLACE WAY = WAY OVERHEAD SIGNING REFLECTIVE SHEETING. TYPE III 0 0 «, 18» DEEP DR = DRIVE (EXCEPT STREET NAME SIGNS) o ANCHOR SLEEVE 2 X 2 0 ANCHOR 2g X 214», 36" DEEP • 4) POSTS TYPICAL SIGN SIZES a « « « « « 0 SIGN POST 2 X 2 , 12 DEEP « « STOP SIGNS — 30.x30* 0 / A MINIMUM OF 2 X 2 INCH X 10 FOOT GALVANIZED UNISIIRUT TELESPAR OR 12 GAUGE SIGNS — 24"x30» ON LOCAL STREETS WORD LIMIT SHALL NOT BE USED ON o PERFORATED POSTS OR APPROVED EQUIVALENT SHALL BE USED. o SPEED SIGNS) 3O»x36" ON COLLECTOR AND ARTERIAL ROADS. A 2 X 2 INCH X 12 FOOT (MIN.) 12 GAUGE GALVANIZED »UNISTRUT TELESPAR» OR 12 GAUGE _ _ _ « » »NO PARKING SIGNS R7 2A IS STANDARD, WITH A R7 201 12 x6 TOW AWAY ZONE �,;�.:.,., . /.,:; ., PERFORATED POSTS OR APPROVED EQUIVALENT SHALL BE USED WHEN A COMBINATION OF 12"x18» ON LOCAL ROADS, 18»x24" ON COLLECTORS AND ABOVE, WHEN `'� Y'.f 0 .`;:; ,;r;: POST SIGNS IS MORE THAN 36 INCHES IN HEIGHT. SIGN COMBINATION AND MINIMUM SIGN MOUNTING ARROWS ARE USED, SIGNS AT BOTH ENDS OF THE ZONE SHALL HAVE SINGLE ARROWS V:i. o HEIGHT SHALL DETERMINE POST LENGTH. 'ri :/ ': - / a -.\ `t 0 ,', SLEEVE L 5 POINTING IN THE APPROPRIATE DIRECTION WITH DOUBLE ARROWS IN BETWEEN. •: , f » fj_4 ���� ANCHOR t «► SIGN POSTS AND ANCHORS SHALL BE INSTALLED PER »TYPICAL SIGN INSTALLATION 3/8 X V16° . FOR SPECIFIC SIGN DETAILS (SUCH AS THE "STREET STUB SIGN" CONTACT THE COUNTY DRIVE R re .lt: .l`F J`J NO OTHER TYPE OF POST SHALL BE USED UNLESS PRIOR APPROVAL OF THE COUNTY TRAFFIC TRAFFIC ENGINEERING SECTION AT 846-7950. ENGINEER IS OBTAINED. , 2 TYPICAL SIGN INSTALLATION i NTS r_, c: r'; Q TNT 9/0 I /04 CEO PROP TRI—COUNTY ár METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA I L c Q DESIGNED DATE TRACK/SYSTEMS/STAT I ON CMGC BKH 9/01 /04 CAPITAL PROJECTS fr.--,< k� DRAWN AND 00 -- SYSTEM W I DE FWN 6/1 /06 1 /06 OREGON h FACILITIES DIVISION PERMANENT SIGN I NG LEGEND CHECKED DATE '9 °� O 11k '°°•' ) 710 N.E. HOLLADAY STREET Jj 7-31-06 FWN DWN ISSUED FOR CONSTRUCTION 6 30 06 'C 1,/ / / W 0- PORTLAND, OREGON 97232 NO. DATE BY APPD. REVISIONS APPROVED DATE SUBMITTED: ' APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: ti 2 lk..ccoo CHK. EXPIRES 12/31/06 , 07-31 -06 NTS SD T30903 RH 03024 I B W moo , U. A • B • C • D • E • F • G • H • 1 - 1plr-w,p-,,,„__ _ FOR WHEEL STOP DETA I L B SEE DETAIL I ON DWG SDC3090 1 (TYP.) B S I GN SHALL BE MOUNTED SO THE BOTTOM OF THE SIGN I S z-i got:06 ===i , -Ct. 2' -CI-C3I 80" ABOVE GROUND ..a. _ i_ SYMBOL SHALL , 7 "7 ,, , ., ,„ :„- ___ ,, BE PAINTED • To -rn , r, ,,, _ , ,, , , ,,, ,... „ • , - , ai ,,,, , ---„,--- J , XREF'S - L2' TYP. Lb 0, To S — it ,, ,,,„, ,„- , , ., tm34x22 iti -(L23--- -I ' 97-7 *.it- ::-1-'- :: Qkr-,r ': ------ ii :- : 30° TYP. ...› LTscale: 1 o\# 7.75' M I N & -N-) .. . PSsco/e: 1 - VisRetn: 1 - 6' -co 2 1 T. 3' to STANDARD COMPACT COMPACT - k i . k k • , A PARKING SPACES ra-Ei) Pi; ta: it. k a' ■ C A: II AI l" AI ■ t... 1 P : D II I 3T3050 I I Q.2.0509 I I 3T3050 I I kl-31.0)59 I \,....." .......,/ • 12.7' la .1 • SIGN SHALL BE MOUNTED SO 'S THE BOTTOM OF THE S I GN I S 4 80" ABOVE GROUND Co 3 v4 , , -6 9, Co 9- \IN: \\ \\c ! \:\ \H \ / N : \- .... \'' A \'' \ ;:' \ 2 ,\ 2' TYP. SYMBOL SHALL BE PA I NTED i- in \, \ V \ \ - N. \ 9' 'v ' ,\ , , \ \,, : , \ \., , N r:. \ -,,,, , ,,„„„ \ ,N \,' ? , ,N \ ; \ N ,N. \s• , ' \'' ; , ,N, A 3 `', , \, \ s.,/,, \- , \ , N; '■ - , ' \ c411) ' ' \- , '\ \ ' \....... \ \ \-. N \, Co Q. & To 1 . I • 3` STANDARD STANDARD COMPACT - , . k k 1 s• A .... AI a I. II. A MI A II. 11/ i AIL k k k A. XI k k As. ink ADA PARK I NG SPACES 'ii 1 3t3050 1 & 33T3050 I \....../ 20T30501 2013050 I 20130501 \,.......// N....0/ \....., 4 FOLLOW THIS PATTERN S I GN SHALL BE MOUNTED SO FOR UP TO 8 SPACES THEN THE BOTTOM OF THE S I GN I S THE PATTERN SHOULD START 80" ABOVE GROUND OVER AGA I N. -a..0-a_ 3I I a. -a. .m_ -D. -XL 6" ROUND RA I SED 5' cif PAVEMENT MARKER - rr sommeiromus 0.,,,,,,, ailimemopows amoirmame ,,,,..",„" ammr■iem vommmomams ,,..t,„,,,,,,, agouwamoirms i '''s:::"'<1 : ' SYMBOL SHALL W I TH REFLECTOR (WH I TE) • Co -: , „--- BE PAINTED 0 (*) O , ,4 , ._ r, --- ---' 2' TYP. ',.,--- ,„-- ___' _ ,,,- [....._ , '6 , ,r' .,"' - .' , .....1100.- t° ,,--„ : ----,,- r ., t „--,-..., (ti. 1 41110111111111•111.11MMINIO IIIIIIIIIIIIIIIIIII■ ''.(0 ' -- - ■ , "oo 81 63 To r , Q/-... sr 1 -CO I Q tr) Q 0 Q V 9' 8' 6' 6' .......1 6' ......... .. . ....— ...._._ 3 . 23' ..., - CONCRETE CROSSWALK 5 U E •=r F3 r-r it; COMPACT ,.. , rc,2,Q PARK I NG SPACES (7) ,:,, II „:„ • i " k I k " ' S AM K I SS AND R IDE PARK I NG SPACES ri."%). CONCRETE CROSSWALK rivi) NIQTORCYCLE SPACE re-Rmi , (,) M30501 3T30501 3M3050 1 I 3T3050 I 3T3050 I -**' N........./ N%....../ \...., N ...., N■....../ i 4 c 4 !c - •tt Q TNT 1 /14/05 ,i0 PRoi-4. 64) TRI—COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA I L 4- G tr4k- 44N U —, DESIGNED DATE E <r) c k .............. ..... ■1 PAH I /1 4/05 e 17.638)? l' .. w CAPITAL PROJECTS TRACK/SYSTEMS/STAT I ON CMGC ,.- DRAWN DATE c ° AND 00 - SYSTEM WIDE , N 1 11) cLu Co•• B 12/13/06 LLO DWM PC 2.006 I FWN 6/ IIIIIS TRI Eb MET FACILITIES DIVISION PARK I NG STALL DETA I LS OREGON .) CHECKED DATE 1.1„ ,(bcbc, 710 N.E. HOLLADAY STREET . A I 1/17/06 FWN DWM PC 2.0067 W I LSONV I LLE UPDATES ° ru4P 7 'N % ,1, coo W 11)1z) 7-31-06 FWN DWN I SSUED FOR CONSTRUCT I ON DWM 6/30/06 wet w. 1.1%\" PORTLAND, OREGON 97232 > z FOki „, I APPROVED DATE (.., 0 tow) NO. DATE BY APPD. REVISIONS SUBMITTED: DATE: APPROVED: I DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: 0(N1,-- EXPIRES 12/31/06 -4---N a, c) ••cN CHK. NTS I SDT30904BX RH030241BW . slo- A • B • C • D • E • F • G • H 1 SYMBOL/ABBREV. QUANTITY BOTAN I CAL NAME COMMON NAME SIZE COMMENTS CONDITION PLANT f NG NOTES TREES LOMBARD T I GARD TUALAT I N W I LSON- WASH, SPUR CBD V I LLE SQUARE C-41.- AP - - 4 - - ACER PLATAN01 DES 'COLUMNARE' COLUMNAR NORWAY MAPLE 2.5" CAL. B&B 6' M ! N I MUM TO LOWEST BRANCH 1 . TH I S PLAN I S BASED ON A SURVEY BY OTAK AND CRANE & MERSETH (LOMBARD). NOT 1 FY ARCHITECT OF ANY DISCREPANCIES IDENTIFIED ON SITE RELATED TO 0 AR I A A - 37 - - ACER RUBRUM 'KARP I CK' KARP I CK RED MAPLE 2.5" CAL. B&B 6` M I N I MUM TO LOWEST BRANCH SURVEY I NFORMAT I ON PRIOR TO I NSTALLAT I ON. • 0112. ALL VEGETATION L 1 STED ON THIS SHEET SHALL BE 1, AU E -- 2 - - ALNUS RUBRA RED ALDER 2" CAL.lib B,gtB 6 MINIMUM TO LOWEST BRANCH WELL ROOTED AND BRANCHED. 3. ALL PLANT MATERIAL L I STED ON THIS SHEET SHALL CB - - z - CARP 1 NUS BETULUS 'FAST I G 1 ATA' COLUMNAR EUROPEAN HORNBEAM 2.5" CAL. B&B 6' MINI MUM TO LOWEST BRANC E BE NURSERY GROWN. CC 16 3 CERCIS CANANDENSIS EASTERN REDBUD 2.5" CAL. B&B 4. ALL PLANT MATER I AL TO BE APPROVED BY RES I DENT ENGINEER PRIOR TO I NSTALLAT I ON. REFER TO I ® ZG - AA - 29 - ZELKOVA SERRATA 'GREEN VASE' GREEN VASE ZELKOVA 2.5" CAL. B&B 6' MINI MUM TO LOWEST BRANCH SPEC I F I CATIONS FOR PROCEDURE. 5. PLANT SPACING SHALL TAKE PRECEDENCE OVER VALVE 2 BOX LOCAT I ONS. I NSTALLED VALVE BOXES THAT CONFLICT W I TH ACCEPTED PLANT LAYOUT SHALL BE FO - 30 �- - FRAX I NUS ANGUST I FOL I A `RAYWOOD' RAYWOOD CLARET ASH 2.5" CAL. B&B 6' MINIMUM TO LOWEST BRANCH MOVED TO POSITION BETWEEN PLANTS. 6. PLANT COUNTS FOR TREES AND SHRUBS ARE SUPPL I ED -#- CO - - 55 - CELT I S OCCIDENTAL 1 S COMMON HACKBERRY 2.5" CAL. B863 6' M 1 N ! MUM TO LOWEST BRANCH FOR THE CONTRACTOR'S CONVEN I ENCE. CONTRACTOR RESPONSIBLE FOR INSTALL 1 NG ALL PLANTS IN LOCATIONS AND QUANTITIES SHOWN. FS - - - - FRAX I NUS PENNSYLVAN I CA 'SUMMIT' SUMM 1 T GREEN ASH 2.5" CAL. B&B 6' M I N I MUM TO LOWEST BRANCH 7, CLEAR PLANT BEDS OF ALL GRAVEL AND DEBRIS FOR • APPROVAL OF RES I DENT ENGINEER PRIOR TO SO I L ZM - - 13 - 2.5" B&B PREPARATION AND PLANTING. ZELKOVA SERRATA MUSHASH I NO MUSHASH I NO UPRIGHT ZELKOVA 2.5 CAL. 6 M TO LOWEST BRANCH 8. PROTECT ALL EXISTING TREES AND SHRUBS INDICATED TO REMAIN, SEE SPEC I F I CATIONS. PROVIDE TREE PA I - - - PLATANUS X ACER I FOL I A IBLOODGOODI BLOODGOOD LONDON PLANETREE 2.5" CAL. B&B 6 M I N I MUM TO LOWEST BRANCH PROTECTION FENCING, SEE SPEC I F I CAT I ONS. A 3 PC - 3 - - PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT PEAR 2.5" CAL. B&B 6' M I N I MUM TO LOWEST BRANCH ABBREVIATIONS - 4 _ PB 4 P 1 NUS BANKS I ANA JACK P I NE 5' HT. B&B , L ill B&B BALLED AND BURLAPPED r • QC 4 - -- 3 - QUERCUS COCC I NEA SCARLET OAK 2.5" CAL. B&B 6' M 1 N 1 MUM TO LOWEST BRANCH CAL. CAL 1 PER II QUE US C HT. HEIGHT 1 CONT. CONTAINER ��r»rui,, QS 6 - -- -- - QUERCUS SHUMARD I I SHUMARD RED OAK 2.5" CAL. B&f3 6` M I N I MUM TO LOWEST BRANCH • , �•�`. TP - - 3 - - THUJA PL I CATA `FAST I G I ATA' HOGAN WESTERN RED CEDAR 5' HT. B /4rirtrr DECIDUOUS SHRUBS r SEE SHEET SDL30901 FOR ADDITIONAL SHRUB . • R I A - -- - 75 - R I BES AUREUM GOLDEN CURRANT 5 GAL. CONT. AS SHOWN 0 SPV 14 -- - -' - SP I RASA x VANHOUTTE I VANHOUTTE SP I REA 5 GAL. CONT. 5' OC 9 SNS - - - 36 - N WM UND SP I REA A I �. SP I RASA N I PPON 1 CA SNOWMQUND S 0 0 5 GAL. CONT. 3 OC 4 0 SYA - 46 4 - - SYMPHOR I CARPOS ALBUS COMMON SNOWBERRY 2 GAL. CONT. AS SHOWN EVERGREEN SHRUBS O ABG 83 156 148 - ABEL I A x GRAND 1 FLORA 'SHERWOOD I I ' SHERWOOD GLOSSY ABEL 1 A 2 GAL. CONT. 4' OC O C I B A1 ;-; - - C I STUS LAUR I FOL I US 'BENNET'S WHITE' BENNET'S WHITE ROCKROSE 3 GAL. CONT. 4' OC 0 CIP 168 I - - CISTUS x PURPUREUS ORCHID ROCKROSE 3 GAL. CONT. 4• 'Q OC Q I LH 14 I - - -- I LEX CRENATA 'HELLER 1 ' HELLER 1 JAPANESE HOLLY 2 GAL. CONT. 3' OC 0 JSA 52 - - -- - JUN I PYRUS SAB I NA 'ARCAD I A' ARCADIAN SAV I N JUN I PER 2 GAL. CONT. 5 OC A LOP - 125 NW - - LON I CERA P I LEATA PR I VET HONEYSUCKLE 2 GAL. CONT. AS SHOWN 0 0 MAH - 158 16 - - MAHON I A AQU I FOL I UM 'COMPACTA' COMPACT OREGON GRAPE HOLLY 3 GAL. CONT. 3' OC 0 OSD I - 80 OSMANTHUS DELAVAY I DELAVAY OSMANTHUS 3 GAL. CONT. 6' OC 5 0 P I M -0A_ 27 r - -- P I NUS MUGO 'COMPACTA' COMPACT MUGO PINE 3 GAL. CONT. 5' OC O POF 8 - -- -- - POTENT I LLA FRU I T I COSA 'ABBOTSWOOD' ABBOTSWOOD BUSH CINQUEFOIL 2 GAL. CONT. 5' OC O PRL - - 220 - - PRUNUS LAUROCERASUS 'OTTO LUYKEN` OTTO LUYKEN CHERRY LAUREL 2 GAL. CONT. 4 OC O VAO - - B - In - VACC I NUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL. CONT. 3' OC, TR I ANGULAR SPACE C JEH 2/01 /05 6b TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASHINGTON COUNTY COMMUTER RA I L E 3-06-07 EFC JEH PC 74 DESIGNED DATE Na. TRACK/SYSTEMS/STAT 10N CMCG D 2-20-07 WHG JEH PC 2.0120 EFC 2/1 1 /05 0 o CAPITAL PROJECTS C 1-24-07 EFC JEH PC 2.0067 DRAWN DATE ,`,,, �,,�� AND B I-I1-0' EFC JEH PC 2.0066 KML 7/16/06 tango.hansen LANDSCAPE ARCHITECTS PC FACILITIES DIVISION PLANT I NG LEGEND, SYMBOLS AND NOTES A 4-02-07 EFC JEH PC 2.006I CHECKED DATE OREGON : �Cy 239 nw 13th #303 portland OR 97209 T 503 295.2437 710 N.E. HOLLADAY STREET 7-31-06 KML JEH 1 SSUED FOR CONSTRUCT 1 ON JEH 7/19/06 16 04>. PORTLAND, OREGON 97232 NO. DATE BY APPD. REVISIONS APPROVED DATE 4.PE SU IiTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: -- CHK. C '"'` '�'"`�-- 7-31-06 7-31-06 SDL30900-E RH030241 BW C Qi A • B • C • D • E • F • G • H SYMBOL/ABBREV. QUANTITY 1 I BOTAN I CAL NAME COMMON NAME S I ZE COMMENTS LOMBARD D T GARD TUALAT I N WILSON_ WASH. SPUR CBD V I LLE SQUARE GROUND COVER, SEED MIXES & ORNAMENTAL GRASS Pr ARUV 2, 107 — 445 — -- ARCTOSTAPHYLOS UVA URSI ,+ 'VANCOUVER JADE' VANCOUVER JADE COMMON BEARBERRY 4" POT TRIANGULAR SPACED, 18 ON CENTER • FRCH D 533 77 -- — FRAGAR I A CH I LOENS I S WILD STRAWBERRY 4" POT TRIANGULAR SPACED, 24" ON CENTER gum it GC M I X••••••••• 807 1 ,576 4,875 — 20% VERONICA SP I CATA x 'BLUE REFLECTION' BLUE REFLECTION VERONICA 4" POT TRIANGULAR SPACED, 18 ON CENTER A — 40% SEDUM ACRE 'AUREUM' GOLDM I SS SEDUM 4" POT 40% SEDUM ALBUM WHITE STONECROP 4" POT ::: SEED MIX ELYMUS GLAUCUS (46%) BLUE W I LDRYE I LB 1 000 SQUARE FEET 2 . LB 1 . 15 LB LB/ I000 FESTUCA RUBRA RUBRA (38%) NATIVE RED FESCUE DESCHAMPS I A CESP I TOSA ( 12%) TUFTED HA I RGRASS B GLYCER I A 0CC I DENTAL I S (2%) WESTERN MANNAGRASS A BECKMANN I A SYZ I GACHNE (2%) AMERC I AN SLOUGHGRASS * * SEED MIX 194 L: 25 LB — 312 LB 50 LB FESTUCA RUBRA RUBRA NATIVE RED FESCUE 5 LB 1 000 SQUARE FEET B • D A MSI — — — 271 — 18" OC MISCANTHUS SCANTHUS S I NENS I S 'LITTLE KITTEN' LITTLE KITTEN MAIDEN GRASS I GAL //:// CAC 513 CARYOPTER I S X CLANDONENS I S 'LONGWOOD BLUE' 'LONGWOOD BLUE' BLUE MIST I GAL 18 OC 3 SEED MIX _ 4.25 LB -- -- — FESTUCA RUBRA RUBRA (80%) NATIVE RED FESCUE I LB 1 000 SQUARE FEET G LB/ I000 I A CAL I FORN I CA (20%) CALIFORNIA POPPY • ADDITIONAL SHRUBS SYMBOL/ABBREV. QUANTITY BOTAN I CAL NAME COMMON NAME S I ZE COMMENTS COND I T I ON LOMBARD T I GARD TUALAT I N WILSON— WASH. SPUR CBD V I LLE SQUARE DECIDUOUS SHRUBS 4 HOD — 23 — — — HOLOD I SCUS DISCOLOR OCEANSPRAY 2 GAL. CONT. AS SHOWN A R I S — 24 — — — R I BES SANGU I NEUM RED FLOWERING CURRANT 2 GAL. CONT. AS SHOWN • 5 r.; c . JEH 2/01 /05 "OGISTE% g) TRI--COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I COMMUTER RA I L NO.408 DESIGNED DATE N CTON COUNTY D 3-06-07 EFC JEH PC 74 EFC 2/I 1/O5 • JAIL�N g TRACK/SYSTEMS/STAT ION CMCG CAPITAL PROJECTS DRAWN DATE ta.m.. AN D C 2-20-07 WHG JEH PC 2.0 120 Can o,hansen� LRNDSCAPE ARCHITECTS PC B I-II-07 EFC JEH Pc 2.00ss KML 7/16/06 FACILITIES DIVISION PLANT I NG LEGEND AND SYMBOLS 3: A 4-02-07 EFC JEH PC 2.00fi I CHECKED DATE REGON 710 N.E. HOLLADAY STREET r 239 nw 13th #303 portland OR 97209 T 503 295.2437 7-31-06 KML JEH I SSUED FOR CONSTRUCT I ON JEH 7/19/06 PORTLAND, OREGON 97232 r NO. DATE BY APPD. REVISIONS APPROVED DATE 4PE SUBMITTED: I DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: CHK. ,001.",..Aie. )(14.40'1%,.. 7-31-06 7-31 -06 SDL3090 I —D RHO3024 I BW 2 A • B • C • D • E • F • G • H + + illp AREA TYPE 5: SHRUB PLANTING 1 + + + + + AREA TYPE I: RIPARIAN TREE PLANTING SEED M I X C — R I PAR I AN OVERSEED AREA A ABBR. BOTAN I CAL NAME COMMON NAME QU A k FORM P A NG I GHT FORM SPAC I NG 8 I GAL BOTANICAL NAME COMMON NAME LBS/AC PLS BOTANICAL NAME COMMON NAME QU HE LO I LON I CERA I NVOLUCRATA TW I NBERRY 4 O.C. TR I ANGLE I -LEAF MAPLE 36" I GAL 10' O.0 TR 6 I GAL � AGROSTIS EXERATA SP i KE BENTGRASS 10 ACER MACROPHYLLUM B G M 3 OEC OEMLER I A CERAS i FORM I S INDIAN PLUM 4 O.C. TR I ANGLE 1 S I TKA BROME ALNUS RUBRA RED ALDER 36" 1 GAL 10' O.C. TR I ANGLE BROMUS S 1 TCHENS S 7 RON ROSA NUTKANA NOOTKA ROSE 7 I GAL 4' O.C. R I ANGLE OREGON ASH 24-36" 1 GAL 10' O.C. TR 18 I GAL ELYMUS GLAUCUS BLUE WILD--RYE 4.5 FRAX I NUS LAT I FOL I A RUS RUBUS SPECTAB I L I S SALMONBERRY 4 O.C. TR I ANGLE FESTUCA RUBRA RUBRA NATIVE RED FESCUE 6 SAMBUCUS RACEMOSA RED ELDERBERRY 24-36" I GAL 10' O.C. TR I ANGLE SYA SYMPHOR I CARPOS ALBUS SNOWBERRY 13 1 GAL 4' O.C. TR I ANGLE • A LUP I NUS POLYPHYLLUS LARGE-LEAF LUP I NE 3 NOTE: EVENLY D 1 STR 1 BUTE ALL PLANT TYPES I N TH I S ZONE. A A NOTES: A NOTE: REFER TO SHEET 0 I L30 I 0 I FOR AREA OF APPL I CAT I ON. I . SHRUBS TO BE PLANTED IN SINGLE SPECIES CLUSTERS, AS V INDICATED ON THE PLAN. AREA TYPE 2: ROSE - CONTA I NER PLANT I NGS • BOTAN I CAL NAME COMMON NAME QUANT. FORM P..0 G A 2 / PLANTING NOTES ROSA NUTKANA NOOTKA ROSE 61 I GAL 4 O.C. TR I ANGLE r r AREA TYPE 6: UPLAND PLANTING � r� A BOTANICAL NAME COMMON NAME QUANT. FORM SPAC I NG I . TH I S PLAN I S BASED ON A SURVEY BY OTAK. NOT I FY ARCHITECT OF ANY DISCREPANCIES I DENT I F I ED ON ALMELANCH I ER ALN I FOL I A SERV I CEBERRY 17 2 GAL 4-5' O.C. S I NGLE SITE RELATED TO SURVEY INFORMATION PRIOR TO A INSTALLATION. CRATAGEOUS DOUGLAS I I DOUGLAS HAWTHORNE 17 1 GAL 6' O.C. S I NGLE 2. ALL VEGETAT I ON L I STED ON TH I S SHEET SHALL BE HOLOD I SCUS DISCOLOR OCEANSPRAY 70 1 GAL 4-5' O.C. S I NGLE WELL ROOTED (EXCEPT I ON-LIVE STAKES) AND • - GAULTHER I A SHALLON SALAL 18 I GAL 4' O.C. CLUSTER 3. R MATERIAL LISTED ON THIS SHEET SHALL AREA TYPE 3: PLUG/CONTA I NER PLANT I NGS MAHON I A AQU I FOL I UM COMPACT OREGON GRAPE 88 I GAL 4' O.C. CLUSTER BE NURSERY GROWN (EXCEPT I ON-L I VE STAKES). COMPACTUM 4. ALL PLANT MATER I AL TO BE APPROVED BY RES I DENT BOTAN I CAL NAME COMMON NAME QUANT. HE I GHT FORM SPACING R I BES SANGU I NEUM RED FLOWER I NG CURRANT 35 2 GAL 4-5' O.C. CLUSTER ENGINEER PRIOR TO I NSTALLAT I ON. REFER TO SPECIFICATIONS FOR PROCEDURE. ROSA P I SOCARPA CLUSTER ROSE 62 1 GAL 4' O.C. TR I ANGLE SYMPHOR I CARPOS ALBUS SNOWBERRY 105 I GAL 4-5' O.C. CLUSTER 884 7" CONE 1 ' O.C. TR I ANGLE 5. PLANT SPAC I NG SHALL TAKE PRECEDENCE OVER VALVE CAREX OBNUTA SLOUGH SEDGE BOX LOCAT I ONS. I NSTALLED VALVE BOXES THAT SEED M 1 X D -- UPLAND OVERSEED CONFLICT WITH ACCEPTED PLANT LAYOUT SHALL BE 3 NOTE: CLUSTER ROSA P I SOCARPA I N GROUP I NGS OF 3-5. BOTAN I CAL NAME COMMON NAME QUANT. FORM SPACING MOVED TO EVENLY D I STR I BUTE GROUPINGS IN THIS ZONE. AGROST I S EXARATA SPIKE BENTGRASS SEED 5 LBS/ACRE POS I T I ON BETWEEN PLANTS. 6. PLANT COUNTS FOR TREES AND SHRUBS ARE SUPPL I ED BROMUS S I TCHENS I S S 1 TKA BROME SEED 5 LBS/ACRE FOR THE CONTRACTOR'S CONVEN I ENCE. CONTRACTOR A RESPONSIBLE FOR INSTALLING ALL PLANTS 1 N NOTES: LOCATIONS AND QUANTITIES SHOWN. W AREA TYPE 4: WET-ZONE PLUG/CONTAINER PLANTINGS I . EVENLY DISTRIBUTE SINGLE SPACED PLANTS WITHIN ZONE (SEE NOTE 3) 7. CLEAR PLANT BEDS OF ALL GRAVEL AND DEBRIS FOR NV NV FORM SPAC I NG 2. PLANT CLUSTERS IN GROUPS OF THREE, EVENLY DISTRIBUTE WITHIN ZONE. (SEE NOTE 3 APPROVAL OF RESIDENT ENG i NEER PRIOR TO SO I L BOTAN I CAL NAME COMMON NAME QUANT. HE 1 GHT 3) PREPARAT I ON AND PLANT I NG. • CAREX OBNUPTA CLUSTER ROSE 230 7" CONE 1 ' O.C. TR I ANGLE 3. PLACE CRATAGEOUS, R 1 BES AND AMELANCH I ER M 1 N. 10` FROM BACK OF PLATFORM. 8. PROTECT ALL EX I STING TREES AND SHRUBS I ND I CATED JUNCUS EFFUSUS 157 7" CONE I ' 0 C T` 1 A N LE 4. REFER TO SHEET 0 I L30101 FOR AREA OF SEED M I X D APPL 1 CAT I ON. TO REMA I N, SEE SPEC I F I CAT I ONS. i :l D • A $0 G A ' ' A A I 0 7" 0 4' O.C. TR I ANGLE 9. WATER TREES AND SHRUBS THOROUGHLY UPON ROSA PISOCARPA CLUSTER ROSE 36 1 GAL 4' 0.0. TR I ANGLE ;//;/:///, z' AREA TYPE 6A: UPLAND PLANT I NG ! NOTES: I. FOR SHRUBS AND TREES, SEE 1 ND I V I DUAL TREE/SHRUB L I ST BELOW. 4 2w OVERSEED WITH SEED M I X D 1 I I . THE FOLLOW 1 NG TREE SPECIES TO BE INSTALLED WITH A TYPICAL WET-ZONE PLANT LAYOUT MACROPHYLLUM, FRAX I NUS LAT I FOL I A, SAMBUCUS _ „_ ,,,,, .� ,,, ,,,,, _,, _„ RACEMOSA, THUJA PL I CATA, SEE SPECIFICATIONS AND ���'`' IPPr �s_i:::: _ PPr . B: "EV. BOTAN I CAL NA E INDIVIDUAL TREES/SHRUBS DETAIL. RP ROSA PISOCARPA A SYMBOL ABBREV. BOTANICAL NAME COMMON NAME QUANT. HEIGHT FORM RP S P R P ALR ALNUS RUBRA RED ALDER 3' 2 GAL.A - -)0 • : I .• SD SPIRAEA DOUGLAS(( ACC ACER C I RC I NATUM VINE MAPLE 23 2-4` 2 GAL. D A • iii A A‘ JE JUNCUS EFFUSUS 0 ACM ACER MACROPHYLLUM B I G LEAF MAPLE 4 3' 2 GAL. liCO CO CO C THP J I C TA WESTERN RED-CEDAR 28 2-4' 2 GAL. tit .� �. � ♦ � ♦ 1 THUJA PL A CO CO $ C0, co C O , CO PSM PSEUDOTSUGA MENZ I ES I (DOUGLAS FIR II 3' 2 GAL.TA IL • y r ♦ ♦ iv ♦ PLAN C0� 1CO� 1C0� �COG0� jCO NOT-TO-SCALE 0 MAH MAHON I A AQU I FOL I UM COMPACT OREGON GRAPE 97 2 GAL. 5 '� 'COMPACTA' 1-: EDGE OF WATER A e MAN MAHON I A NERVOSA CASCADE MAHON I A 16 1 GAL. := 0 MAR MAHON I A REPENS CREEPING MAHON I A 257 I GAL. Q POM POLYST I CHUM MUN I TUM WESTERN SWORD FERN 62 A 2 GAL. EE SYA SYMPHOR I CARPOS ALBUSSNOWBERRY 33 2 GAL. r; 6 i `e s JEH 2/41/05 •GS1E/? TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON RA IL,., DESIGNED DATE WASH I N GTt�N �QUN TY COM M IJTER c< EFC 2/11/05 • Jim Hon • CAPITAL PROJECTS TRACK/SYSTEMS/STAT I ON CMCG DRAWN DATE AND C 1 -4 KML 2/1 6/06 tango.hansen LANDSCAPE ARCHITECTS PC FACILITIES DIVISION BEAVERTON TRANSIT CENTER PLANTING LEGEND AND NOTES A 2-20-07 WH G JEH PC 2.0120 CHECKED DATE 0 RE G 0 N 7'10 N.E. HOLLADAY STREET ,�c�y 239 nw 13th #303 portland OR 97209 T 503 295.2437 PORTLAND, OREGON 97232 z 7-31-06 KML JEH ISSUED FOR CONSTRUCTION JEH 2/1 9/06 NO. DATE BY APPD. REVISIONS APPROVED DATE A.3& SUBMITTED: I DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: ` CHK. 7-31 -06 7-31 -06 SDL30902-A RH030241 BW a A • B • C • D • E • F • G • H 1 PLANT UST — WILSONVILLE WATER QUALITY SWALES & MITIGATION AREA SYMBOL ABBREV. QUANTITY BOTANICAL NAME COMMON NAME SIZE CONDITION 1110 AR 5 TREES ALNUS RUBRA RED ALDER 2° CAL B&B • FL 20 FRAX I NUS LAT I FOL I A OREGON ASH 2" CAL B&B 41 0"4/4, S.z., a.. ... PM I 0 PSEUDOTSUGA MENZ I ES I I DOUGLAS FIR 2" CAL B&B "%gloo- SHRUBS 2 0 COC I 8 CORYLUS CORNUTA HAZELNUT I GAL CONT. .0 CRD 16 CRATAEGUS DOUGLAS I I BLACK HAWTHORNE I GAL CONT. HOD I 6 HOLOD I SCUS DISCOLOR OCEANSPRAY I GAL CONT. ® R I S I 8 R I BES SANGU I NEUM RED FLOWER I NG CURRANT I GAL CONT. 0 SYA 35 SYMPHOR I CARPOS ALBA COMMON SNOWBERRY I GAL CONT. 0 RON 2 I ROSA NUTKAN A NOOTKA ROSE I GAL CONT. Ah • MP RUP 26 RUB I S PARV I FLORUS TH I MBLEBERRY I GAL CONT. HERBACEOUS \\■`.. . CAO 453 CAREX OBNUTA (25%) SLOUGH SEDGE PLUG .:::\\' ' JUE 453 JUNCUS EFFUSES (25%) SOFT RUSH PLUG SWALE BOTTOM SCM 453 SC I RPUS M I CROCARPUS (25%) SMALL—FRU I TED BULRUSH PLUG 3 PLUG M I X JUP 453 JUNCUS PATENS (25%) SPREADING RUSH PLUG N• CAO 7 I CAREX OBNUTA ( 10%) SLOUGH SEDGE PLUG k DEC 426 DESCHAMPS I A CAESP I TOSA (60%) TUFTED HA I RGRASS PLUG LOWER SIDE I RT 7 1 I R I S TENAX ( 10%) OREGON I R I S PLUG SLOPE PLUG M I X JUP I 42 JUNCUS PATENS (20%) SPREAD I NG RUSH PLUG * BROMUS CAR I NATUS (20% M I X BY PLS*) CAL I FORN I A BROME SEED SEED M I X E — ELYMUS GLAUCUS (20% M I X BY PLS*) BLUE W I LDRYE SEED UPPER SIDE FESTUCA RUBRA VAR. RUBRA NATIVE RED FESCUE SEED SLOPE/DRY AREA (50% M I X BY PLS*) CAREX DEWEYUNA (20% M I X BY PLS**) DEWY SEDGE SEED SEED M I X F — CAREX OBNUTA (35% M I X BY PLS**) SLOUGH SEDGE SEED 4 WET/MOIST AREA ELEOCHAR I S PALUSTR I S ( I 0% M I X BY PLS**) CREEPING SP I KERUSH SEED SEED M I X JUNCUS TENU I S ( 10% MIX BY PLS**) SLENDER RUSH SEED SC I RPUS M I CROCARPUS (25% M I X BY PLS**) SMALL—FRU1TED BULRUSH SEED * PRO TIME 400 NATIVE GRASS MIX. APPL I CAT I ON RATE: .69 LB/b00 SF ** PRO T I ME 840 NAT I VE, BIO—F I LTER M I X. APPLICATION RATE: 2 LBS/1000 SF • NOTE: UPPER SIDE SLOPES AND DISTURBED AREAS TO RECEIVE DRY AREA SEED MIX. LOWER S I DE SLOPES AND SWALE BOTTOM TO RECE I VE WET/MO I ST AREA SEED M I X. ,, 5 _E U E E lL C" ',-- N _ :] F , _ 0 JEH 2/1 /05 ,050TIPAP:& 6-(b TRI—COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA I L i. cr—, DESIGNED DATE `c" TRACK/SYSTEMS/STAT I ON CMCG EFC 2/1 I /05 • JAIE HANgEN • CAPITAL PROJECTS DRAWN DATE C (2 1 710 N.E. HOLLADAY STREET AND ,--i --1 tango hansen LANDSCAPE ARCHITECTS PC , KML 7/16/06 TRI g MET FACILITIES DIVISION W I LSONV I LLE WATER QUALT I Y SWALES PLANT I NG LEGEND IJRS C CHECKED DATE V4 OREGON ,ffl 239 nw 13th #303 portland OR 97209 T 503 295.2437 7-31-06 KML JEH ISSUED FOR CONSTRUCTION JEH 7/19/06 .sk: PORTLAND, OREGON 97232 -: APPROVED NO. DATE BY APPD. REVISIONS DATE dit 11/2.■it())' SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHE EI" NO.: CHK. 7-3 I —06 7-31 -06 SDL30903 RH03024 I BW C tf A • B • C • D • E • F • G • H 1 CUT TOP OF STAKE SQUARE PROTECT TOP FROM LEAVES AND ROOT CROWN SPLITTING TO REMAIN UNDAMAGED DURING PLANTING gliziL STAKE TO PROTRUDE A MIN. (�► OF TWO LEAF NODES • W/BUDS POINTING UP ROOT CROWN LEVEL WITH elf) 1V1 �� 1:etli, �� 4 i~ FINISH GRADE FINISH GRADE\‘ e i\i PEA GRAVEL MULCH \�j FINISH GRADE , . ! / i NDS MOD. 3016 ADAPTER HUB, � � % \ � 41/ WITH NDS MOD. 11 SLOTTED GRATE, \ ,� TRIM BRANCHES CLOSE \//\ / SOLVENT WELD HUB ADAPTER TO PIPE; PLANT ROOTS TO BE STRAIGHT DO NOT GLUE IN GRATE. �� ! / r TUBER/RHIZOME PLANTED AT FASTEN WITH 2 SET SCREWS. \,/,�\ \� / 2 GRATE/FRAME FINISH GRADE TO BE FLUSH WITH NATIVE SOIL \ \\ \\ APPROPRIATE DEPTH ASSEMBLY FINISH GRADE OF MULCH , \ /,\// BUBBLER, SET ABOVE DRAIN ROCK i 1 \/ 4" GRATE TO ROOTBALL TO ALLOW SERVICE ACCESS II / CLEARANCE ��2" MAX. CLEARANCE 1/2 MPT X INSERT BARB FITTING I TO BOTTOM OF GRATE POLY-PIPE RISER 1 Wr Ilp i �� . . 4" 0 SCH. 40 PERFORATED PVC. NOTES: __ " ' .i.`'� 1-'=%�f=' PVC TO BE PERFORATED ON ALL SIDES. , CONTINUOUS '`; :ir-r --�i'.i1 MIN. LENGTH EQUAL TO PLANT PIT DEPTH , A -' 0 N _ • ,.. 1 1. Mk I�i�1�1�i i„'S,i ►,if.i�i�l�i�i ._...� , r''-'•' FILL WITH DRAIN ROCK PER SCALE: NTS SDL30904 • ROOT BARRIER, 1 i _______�__ i t III—( 1 . USE CUTTINGS PER SPECIFICATIONS (1 -2" DIA., 3-1/2 MIN. LENGTH) TYP, SEE SPECS. _ ,1Liif' 1111E111E111: SPECIFICATIONS r III ( I I r `almt..p .. , 1= 2. HARVEST AND PLANT STAKES BETWEEN NOVEMBER 1 AND DECEMBER 30. -111 111 1 w './�/// ,.�/ A ' LATERAL LINE WITH FIPT TEE 0 R tI; • . . . . ,it I t I I : FIPT ELL OUTLET AS REQUIRED. 1II1IF1IFI FIIFIIFIII FIIFII DO NOT ROUTE UNDER ROOTBALL 3. USE HEALTHY, STRAIGHT 8c LIVE WOOD AT LEAST 1 YEAR OLD. 90' MIPT X INSERT BARB TRANSITION NOTE: 4" GRATE TO ROOTBALL TREE STAPLE (TYP) BETWEEN PVC AND POLY-PIPE 4. MAKE CLEAN CUTS AND DO NOT DAMAGE STAKES OR SPLIT ENDS DURING CLEARANCE SEE SPECIFICATIONS INSTALLATION, USE A METAL PILOT BAR FOR PLANTING HOLES. 2" MAXIMUM CLEARANCE TO 3 5. TAMP THE SOIL AROUND THE STAKE. BOTTOM OF GRATE TREE STAPLE (TYP), SEE SPECS. TREE PLANT I NG 8c 1 RR I GAT 1 ON J N GRATE DETA 1 L -- T I G4 F6-6 6. INSTALL STAKE TO A MINIMUM DEPTH RATIO OF 1/4 TO 1/3 ABOVE GRATE/FRAME ASSEMBLY SCALE: NTS SDL30904 GROUND AND 3/4 TO 2/3 BELOW GROUND. PEA GRAVEL MULCH ONE BUBBLER ON POLY FLEX RISER PLACED ON TOP OF ROOTBALL (NO PERF PIPE DRY WELL) • w ILLOW L I VE —STAKE PLANTING (T'\ BACKFILL MIX SCALE: NTS SDL30904 CONCRETE SIDEWALK WITH . . --------- -� . • AGGREGATE BASE a ►:IA�. DESIGNATED TREE OR SHRUB �'�-'�' ���� � � � � : : • �=*�+*' FILTER FABRIC ; ORM 1:1. ,.- „ 24" TALL, VENTILATED o ;•• o. Qo - STRUCTURAL SOIL, SEE TUBE-TYPE TREE SHELTER ► o o o ''� : 'o°o o o SPECIFICATIONS 0• • . • x...0 o 0 fl►•�'�•�•.':�'i'.+VI .- 0 0 0 o 4 ■''�'i"''�i'� ::::00000:::000 ' o o o •��► 0 0 0 0 • ►... •.'t .. 3 0 0 0 0 • .0,0. . 0° 0 0 0 0 0.0.0.0.0 •■�''''►'`'�'''''*' II[=I I I ffl=1 I I I I *sell' 1-=----11! !!! IH=1111=11 COMPACTED UBGRADE •••• -=111 11IE-1!1 ! !1!'! II1E1 11_111E1 I II1= s WOOD STAKE �;.;.;•;;4;.;.;,;,;� """` PLANTING HOLE II I I I III III II 111 111 111 111 111 I�i�i i►i►i i i�i i ■� �� i•� i i•i♦ .♦ � � �� � � � � � r, E r � � � � � � i � � � � its...... \\/\\; N/\.\/\ 0:',,,A; ':•:':44, '\\�\��\\ \:` PERF PIPE SUBDRAIN■ // WRAPPED IN DRAIN ROCK, \� \� \ \\ OA", ► \ \ \ SEE CIVIL , ` I � / /.,/ / / DEEP ROOT BUBBLER, SEE \ \ r \\ \\ DETAIL 1 SHEET SDL30904 /\/i\/i\41 /\/i\/Alot\ // / // CONTINUOUS ROOT BARRIER, -\„ . / //\//\//, TYP SEE SPECS. \`\\,\\\,� NOTE: SEE DETAIL 1/SDL30904 FOR ' ADDITIONAL INFORMATION REGARDING IRRIGATION COMPONENTS EtL 5 R I PAR I AEI TREE PROTECT I ON 4 SCALE: NTS SDL30904 i a il. k k IN ' i T W 1 • -- ILONVI i 5 iE SCALE: NTS SDL30904 (, N. C rf C, s fi JEH 2/0I /05 .00-511E40 TRI--COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASH I NGTON COUNTY COMMUTER RA I L DESIGNED DATE NO'Mt^�.408,�Ay�{ G FC 2 I I o5 • o TRACK/SYSTEMS/STAT I ON CMCG E ��Ni CAPITAL PROJECTS c DRAWN DATE AND "" tango.hansen LANDSCAPE ARCHITECTS PC C KML 7/16/06 - FACILITIES DIVISION PLANTING DETAILS CHECKED DATE CZ OREGON , N.E. HOLLADAY STREET ,`�, 239 nw 13th #303 Portland OR 97209 T 503 295.2437 PORTLAND, OREGON 97232 7-31-06 KML JEH ISSUED FOR CONSTRUCTION JEH 7/1 9/06 l►q. NO. DATE BY APPD. REVISIONS APPROVED DATE 4pE„ A S UBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: CHK. L'� 7-3 I -06 7-31 -06 SDL30904 RH03024 I BW a C r A • B • C • D • E • F • G • H 1 IRRIGATION LEGENDS IRRIGATION NOTES • SPRAY HEADS EQUIPMENT I . NOTIFY ARCHITECT OF ANY DISCREPANCIES I DENT I F I ED SYMBOL DESCR I PT I ON NOZZLE GPM PS I RAD I US COMMENTS SYMBOL DESCR I PT I ON ON S I TE RELATED TO SURVEY INFORMATION PRIOR TO INSTALLATION. t►.. RA I NB I RD I 806-SAM* 5Q . 10 30 5' OR APPROVED EQUAL EJ CONTROLLER - SEE SPECIFICATIONS TYPE "A" TO BE EIGHT STATION MODEL 2. INSTALL I RR I GAT 1 ON SYSTEM I N ACCORDANCE WITH ALL RA I NB I RD 1 806-SAM* 5H .20 30 5' OR APPROVED EQUAL B LOCAL CODES AND ORDINANCES. TYPE "B" TO BE TWELVE STATION MODEL ...A RA I NB I RD 1 806-SAM* 5F .41 30 5' OR APPROVED EQUAL "_" o - . . . 3. I RR I GAT I ON PLANS ARE D I AGRAMMAT 1 C. PLACE ALL L. RA I NB I RD I 806-SAM* 8Q .26 30 8' OR APPROVED EQUAL TYPE "D" TO BE TWENTY-FOUR STAT I ON MODEL I RR I GAT I ON HEADS 1 N PLANTED AREAS AND PLACE ALL 2 - - ; - '1. R * - CATIONS VALVES I N SHRUB AREAS. FIELD ADJUST LINES TO AVO I D rte A I NB I RD 1 806-SAM 8H .52 30 8' • ,OR APPROVED EQUAL CONFLICT WITH UTILITIES. 0 RA I NB I RD I 806-SAM* 8F 1 .05 30 8' OR APPROVED EQUAL ED MASTER VALVE, SEE SPEC I F I CATIONS 4. COORDINATE I RR I GAT I ON POINTS OF CONNECTION AND L. RA I NB I RD I 806-SAM* 10Q .39 30 10' OR APPROVED EQUAL 0 FLOW SENSOR, SEE SPECIFICATIONS LOCAT I ON OF REMOTE CONTROL VALVE ASSEMBL I ES AND ELECTRIC G REMOTE CONTROL VALVE - SEE SPEC 1F F I CATIONS SLEEVES. COORD I HATE ALL WORK WITH OTHER TRADES 2 . RA I NB I RD I 806-SAM* I OH .79 30 I 0' OR APPROVED EQUAL INVOLVED. x:i RA I NB I RD 1 806-SAM* 10T .53 30 10' OR APPROVED EQUAL SEE PLAN FOR SIZE 4 LOW FLOW ELECTR i C REMOTE CONTROL VALVE - SEE SPECIFICATIONS 5. PLACE ALL VALVES I N VALVE BOXES AND I N A MANNER Q RA I NB I RD 1 806-SAM* I OF 1 .58 30 10' OR APPROVED EQUAL THAT FACILITATES ACCESS FOR MAINTENANCE. SIZE • l!. RA I NB I RD ! 806-SAM* 12Q .65 30 12' OR APPROVED EQUAL Q GATE VALVE, SEE SPECIFICATIONS BOXES TO ACCOMMODATE COMPLETE VALVE ASSEMBLY. MA I NTA I N .d. RA I NB I RD 1806-SAM* 12H 1 .30 30 12' OR APPROVED EQUAL ♦ QUICK COUPLING VALVE - SEE SPECIFICATIONS M I N. 12" BETWEEN VALVE BOXES AND PAVEMENT. 3 NEW LATERAL LINE, CLASS 200 PVC. S I ZE 3/4" UNLESS NOTED RA i NB I RD 1 806-SAM* 12TQ 1 .95 30 12' OR APPROVED EQUAL 6. I NSTALL AND ADJUST ALL COMPONENTS OF I RR I GAT I ON 'A. RA I NB 1 RD 1 806-SAM* 12T .87 30 12' OR APPROVED EQUAL NEW SCHEDULE 40 PVC MA I NL I NE, S I ZE AS NOTED SYSTEM TO PROV I DE ADEQUATE COVERAGE AND M I N I M I ZE } - SCHEDULE 40 PVC SLEEVE - 4" MIN. OR AS NOTED OVER SPRAY ONTO BUILDINGS AND PAVING. CONTRACTOR 0 RA I NB I RD 1 806-SAM* 12F 2.60 30 12' OR APPROVED EQUAL , - - 1 S RESPONSIBLE FOR PROVIDING A COMPLETE WORKING 3 `_ RA I NB I RD 1806-SAM* 15Q .92 30 15' OR APPROVED EQUAL SYSTEM. -s- RA I NB I RD 1 806-SAM* 15H 1 .85 30 15' OR APPROVED EQUAL 7. IRRIGATION LATERALS ARE SIZED STARTING AT VALVE `t RA I NB I RD 1 806-SAM* 15T I .23 30 15' OR APPROVED EQUAL GALLONS PER MINUTE AND CONTINUING I N DIRECTION OF FLOW. REDUCTIONS 1 N O RA I NB I RD 1 806-SAM* 15F 3.70 30 15' OR APPROVED EQUAL 43.67 _ PIPE 13 RA I NB I RD 1806-SAM* 4-EST .6 I 30 4' x 15' OR APPROVED EQUAL 2211.5" VALVE SIZE S I ZE ARE LABELED BEGINNING DOWNSTREAM OF NEAREST FITTING. ALL LATERALS NOT S I ZED ARE MINI MUM 3/4" H RA I NB I RD 1806-SAM* 4-SST 1 .21 30 4' x 30' OR APPROVED EQUAL OR • I RA I NB I RD 1 402 BUBBLER .5 30 N.A. OR APPROVED EQUAL ZONE NUMBER SAME S 1 ZE AS NEAREST ADJACENT P I PE. 0 TORO 514-20 BUBBLER .5 30 N.A. C I TY OF BEAVERTON STD. 8. CONTRACTOR TO MARK LAYOUT OF TRENCHES AND VALVE #242, MOST CURRENT LOCATIONS FOR PREVIEW BY OWNER 1 N FIELD PRIOR TO CONSTRUCTION. o' 'V' USE VAR I ABLE ARC NOZZLE 9. ALL P I PES SHOWN BENEATH PAV I NG SURFACES FOR GRAPHIC CLARITY ONLY. ACTUAL LOCATION OF PIPES * AT W I LSONV I LLE STATION ONLY, USE RA I NB I RD 18 12-SAM POP-UPS I N LIEU OF 1806 POP-UPS SHALL BE 1 N PLANTING AREAS, UNLESS OTHERWISE NOTED. 4 10. LOCATE ALL VALVE BOXES AT LOCAT I ONS APPROVED 1 N FIELD BY OWNER. ROTORS (EXCLUD I NG W I LSONV I LLE STAT I ON) ROTORS (W I LSONV I LLE STAT I ON ONLY) SYMBOL DESCR I PT I ON NOZZLE GPM PS I RAD I US COMMENTS SYMBOL DESCR I PT I ON NOZZLE GPM PS I RAD I US COMMENTS t HUNTER I -20-HP-ADS 3.5 3.4 50 40' OR APPROVED EQUAL t , RAI NB I RD 50 12 PL-PC _ 3.0 3.09 45 40' OR APPROVED E Q UAL • 0 HUNTER I -20-HP-ADS 6.0 5.5 50 43' OR APPROVED EQUAL .0 _ RA I NB I RD 5012 PL-PC 5.0 5.09 45 43' OR APPROVED EQUAL 0 HUNTER I -20-HP-36S 6.0 5.5 50 43' OR APPROVED EQUAL 4 RA I NB I RD 5012 PL-PC 1 .0 LA .87 35 28' OR APPROVED EQUAL 4 HUNTER PGJ- 12-V 1 .0 1 .0 40 19' OR APPROVED EQUAL 4, RA I NB I RD 5012 PL-PC 1 .5 LA 1 .38 35 30' OR APPROVED EQUAL ieo. HUNTER PGJ- 12-V 2.0 2.0 40 25' OR APPROVED EQUAL -(4}. RA I NB I RD 5012 PL-PC 1 .5 LA 1 .38 35 30' OR APPROVED EQUAL 4 . HUNTER PGJ- I 2-V 1 .5 1 .5 40 22' OR APPROVED EQUAL & RA I NB I RD 5012 PL-FC 3.0 LA 2.68 35 33' OR APPROVED EQUAL 5 -e- HUNTER PGJ- 12-V 3.0 3.0 40 311 OR APPROVED EQUAL • RA I NB I RD 5012 PL-FC 2.0 1 .81 35 36' OR APPROVED EQUAL • HUNTER PGJ- 12-V 3.0 3.0 40 31 ' OR APPROVED EQUAL t7: C i: C\ C , C\ h; Z� 1/ JEH TRICOUNTY TRANSPORTATION r #G1sT :1?4�; DISTRICT OF O WASH I NGTON COUNTY COMMUTER RA I L DESIGNED DATE NO. EFC 2/11 /05 TRACK/SYSTEMS/STAT I ON CMCG E o JAS HA MEN O CAPITAL PROJECTS DRAWN DATE AND c' B 3-06-07 EFC JEH PC 74 KML 7l i 6/06 tango.11al�ISen LANDSCAPE ARCHITECTS PC FACILITIES DIVISION f RR I GAT I ON LEGEND A 2-22-07 EFC JEH PC 2.0067 CHECKED DATE OREGON A 239 nw 13th #303 portland OR 97209 T 503 295.2437 7 0 N.E. HOLLADAY STREET 7-31-06 KML JEH I SSUED FOR CONSTRUCT 1 ON JEH 7/19/06 PORTLAND, OREGON 97232 ?�i N0. DATE BY APPD. REVISIONS APPROVED DATE 19 9ç4 SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: a CHK. 7-31 -06 7--31 -06 SDL30905-B RH03024 I BW Cr: A • B • C • D • E • F • G • H • 1 VALVE BOX W/LOCKING COVER FINISH GRADE SET FLUSH WITH FINISH GRADE VALVE BOX WITH LOCKABLE VALVE BOX W/LOCKABLE - AFTER StIILiNG. LID. SET FLUSH W/ FINISH LID, FLUSH W/FINISH GRADE REMOTE CONTROL VALVE GRADE OF MULCH AFTER QUICK-COUPLING VALVE SETTLING. IN TURF AREAS, STABILIZER WINGS - SEE PLAN FOR SIZE. SET LID FLUSH WITH TURF. i hi( SEE SPEC'S A A FINISH GRADE �. �`�� , .� .I � �� . ,IC �����������IPdi ` r <J]�1�n—' FINISH GRADE 7"� — — I� — — - 3/4" - MINUS BASE ROCK, • — — PVC UNION ON DOWNSTREAM -) I I—III I II=III=_=I TAMPED TIGHTLY =III III -� I II—I I � SIDE OF VALVE 1-111 . :� if 1 = - 2" X 4" X 8" CONC. BRICK � ! _ II I_1: : J —° �� = 111=111E111---"Ed CONCRETE BRICK, 3 REQUIRED — CLASS 200 PVC LATERAL LINE �������������������� 6 SCH. 40 PVC ACCESS El II= = I I = III= III= SLEEVE I-III I I = SCH. 80 (%w DIIIE1 —flow-4- _III 4" MINIMUM DEPTH -I ( I—I iplitinuar��=���_���_� NP. � A 4 :t 3/4" ;: r ETE DRAIN ROCK I=) I I I � �- ��, 00 �.�� .�� .� •i i- 2 X 4 ' X 8 CONC. BRICK 44I ..� .,:�. III= �A. NIPPLE JF GEE —� AN HORIZONTAL °03?,5;�.;�,•��� 0;4•*•%n��!•oa UNDER EA. CORNER OF BOX I ,: •� 2" X CONC. BRICK � ►�J] r - . - I I= CONCRETE BRICK, 3 REQUIRED —'!'—�!� 111., � r r ����' �i�- �� DRAIN ROCK 4" MtN. DEPTH =III=III=I I I=III I I=11 t=I PVC MAINLINE 2 w' —I I — — GATE VALVE, LINE SIZE PVC MA E ADAPTER NP. A , I I I I= _ I—III- —III—III q, III—) PVC FITTING TEE - III I ;��� ��� ���, , , 11=���— I 1 �,�,I WRAP VALVE BOX BOTTOM & ��1i !A � MAINLINE SCH. 40 PVC STREET ELL SIDES WITH FILTER FABRIC 'I—III—I I I i I. 4 _ I i - PVC MALE ADAPTERS SCH. 40 FPTXFPT ELL. SCH. 40 PVC MAINLINE BOTH SIDES SCH. 40 STREET ELL NOTES: WRAP VALVE BOX BOTTOM 1 . PVC PIPE AND FITTINGS UPSTREAM OF VALVE WITH FILTER FABRIC WRAP VALVE BOX BOTTOM • TO BE SAME SIZE AS MAINLINE OR AS INDICATED ON PLAN. NOTE: WITH FILTER FABRIC 2. SEE SPECIFICATIONS FOR WIRING AND WIRE CONNECTION REQUIREMENTS. 1 . USE TEFLON TAPE ON ALL THREADED CONNECTIONS „ • • ► ' • _ Lt. : _ _ ' V. Mk GATE VALVE ris) Qv I CK COUPLER VALVE rilli SCALE: NTS S L309 6 SCALE: NTS S LQ 309Q6 SCALE: NTS S L309 6 3 PAVEMENT OR CURB SET HEAD FLUSH WITH MULCH IN SHRUB AREAS AND FLUSH WITH TURF IN TURF AREAS r" /16.--3*-4. TOP OF SPRINKLER FLUSH / WITH FINISH GRADE SPECIFIED IRRIGATION HEAD � �� q%r • �� AFTER SE I I LING' � ' .�III III III III-I tAtit� • 4 : a • I I-III � U_i III III ROTOR POP-UP SPRINKLER T-E1*111--1.-ILME.11 11 II It =I ( I=I I (=III= WIDTH NDDS MODE ADAPTER DuGRATE, —� � �=III=III I—III=III=I , � II—III=I `� SOLVENT WELD HUB ADAPTER TO PIPE; -III-III-III 111—=111—=111--= SCH. 80 NIPPLE -I II-III=III =i I HI i H III= V � DO NOT GLUE IN GRATE. -III-III-III I-I I I I=I I=III=III-I I I I-III=III=I FASTEN WITH 2 Sir SCREWS. =III=) ( I=III -I SCH. 40 ELL. — I - FINISH GRADE TO BE FLUSH WITH =III=III=III��I� SCH. 40 STREET ELL. =III-III-III- , -III-I L 1/2" MARLEX ST. ELBOW FINISH GRADE OF MULCH =III=III=III—I M;_—: — , I=III=III=i I I = - - BUBBLER, Ste- ABOVE D IN ROCK 104-11IE -I LENGTH AS REQUIRED -) I I III=III�I i I I (=III= 3/8" BARBED INSERT X 1 /2" I TO ALLOW SERVICE ACCESS 4 I—III—III—I I -HIE- __ THREADED MALE ELBOW 1/2" MPT X INSERT BARB FITTING -III-III-III-III- =l = NIPPLE TO BE 30 I I - — - 1=111=1 II-) II-111- �`I DEGREES OFF HORIZONTAL -III—III— , — _ POLY-PIPE RISER — I — I —I I — POLY PIPE SWING JOINT i 3/8" BARBED INSERT X 1/2" 4" 0 SCH. 40 PERFORATED PVC. :=MEMEME � � !:ir—_ - I 7,7;z; :�e.-.��--: PVC TO BE PERFORATED ON ALL SIDES. -I I � � � �—���—i i�—���—i MALE THREADED ELBOW _ , r-- � , s� �"�i �SF /' MIN. LENGTH EQUAL TO PLANT PIT DEPTH =III=III=III IHffl-ffl-ffl-ffl-_ SCH. PVC 40 TEE OR ELL., ' �� I � � ���P�=1 I (=1 I 1=1 I (=1 I ( I I 1=1 I 1=1 ( I—I I 1=1 11 W FPT OUTLET, TYPICAL ■ - - � r , ;1 _ FILL WITH DRAIN ROCK PER SPECIFICATIONS � LATERAL LINE I —NOTE: LATERAL LINE - SCH. 40 STREET ELL. ` 1 2" MARLEX ST. ELBOW -� I � ��f// ( LATERAL LINE WITH FIPT TEE OR Ai • USE TEFLON TAPE ON ALL THREADED CONNECTIONS NOTE: SCH. 40 PVC FITTING WITH _ — — — — FIPT ELL OUTLET AS REQUIRED. 1 . PLUMB HEAD TO BOTTOM INLET ONLY. THREADED OUTLET �,- 117,77-;-1 11=1 I � I I I DO NOT ROUTE UNDER ROOTBALL 90' MIPT X INSERT BARB TRANSITION BETWEEN PVC AND POLY-PIPE ROTOR SPR I NKL R � ' . _ PZ ► . galik BUBBLERS (-6" SCALE: NTS SDL30906 SCALE: NTS S L30906 SCALE: NTS SDL30906 5 cn ti JEH 2/Io/os .OGISTP� @I) TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON WASHINGTON COUNTY COMMUTER RA I L DESIGNED DATE NO.408 EFC z/i ��os ,uu� CAPITAL PROJECTS TRACK/SYSTEMS/STATION CMCG DRAWN DATE AND ¢. KML 7/I6/O6 � � lango.hansen LANDSCAPE ARCHITECTS PC T R ' 6:b M E T FACILITIES DIVISION IRRIGATION DETAILS CHECKED DATE '�, OREGON A ,2-22-07 EFC JEH PC 2.0067 C 239 nw 13th N303 portland OR 97209 T sa3 295.2437 710 N.E. HOLLADAY STREET 7-31-06 KML JEH I SSUED FOR CONSTRUCTION JEH 7/1 906 ,�'�'���' PORTLAND, OREGON 97232 a NO. DATE BY APPD. REVISIONS APPROVED DATE i/� � (`,j.' SUBMITTED: ( DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEEP NO.: CHK. rl v 7-3 I -06 7-31 -06 SDL30906 RH030241 BW i A • B • C • D • E • F • G • H 1 //' SPECIFIED CONTROLLER CABINET WITH PEDESTAL OPTION r AUTOMATIC CONTROLLER WITH LOCKABLE DOOR - MOUNT TO CABINET BACKBOARD PER MANUFACTURER'S 3" M I N. FROM EDGE OF TRENCH, RECOMMENDATIONS 0 ./7 PAVING OR FOOTING CONDUIT FOR 120 VOLT ELECTRICAL SERVICE WITH • SWEEP ELLS AND JUNCTION BOX ROOFING NAIL IN PAVEMENT TO F GRADE TO MARK EACH END OF SLEEVE 1 -1/2" ELECTRICAL CONDUIT CL WITH SWEEP ELLS FOR CONTROL ..... V b d V °+1 V; aL7 17 •+0 vl V � WIRES i'Lahliv: ' ��� E��.°... �....' °..'.'_�i °`� �i " 1'11'7��,i`�► PAVING z Z �.III, . .III III I ::�:- :-:=::�:� :�:�:-:-:-:-�:�-�- I I ICI I I III I I 6" =III: ' : 1 I I=I I 1 .......... :::::.::.:.:.:.: I SPEC ! F I ED P !PE BACKF!LL• , ::::::-..:-:- : :I I 1 III---III= PLASTIC WARNING TAPE AS SPECIFIED I II III I ::.- :::-: I II 6 THICK CONCRETE SLAB SEE SPECS f 111 ---------:-: , ------::�::: 1 III 1 I IE EXTEND 8 BEYOND CABINET ' I I I ( I.:..:._.:.-.-.:.-:.-.:.-.::-:*:-:-:�I 1 I--III; -fflI :- :::: ::::- _ LATERAL LINE ON ALL SIDES 2 =111 .::.:::_:::::::::::::::1--I 1 --::.:.- 1 I I I I-- IIE-11 I::::::::.::::***:-:•:•:•:•:•:':*:'-- :`- — SLEEVE(S) PER SPEC -.---.-.-.-. _ I► ANCHOR BOLTS AS PROVIDED �:`:-Ooi— �'' ::-:-: ----- TRACE WIE AND OR COROL_III . .. , -:-1 1 i 1 i-11-11 '=� �:- ::-:-:-:-:-:�:-:�:�:����-����=1 I I= "� iffi:1 :- :-:. :-:.:-:-:-:.:-_.-:-.:-: I I '~ O 6 MIN. SAND FILL-COMPACT AS SPECIFIED THAN ONE r ° FINISH GRADE _ _ °=111= =111' 111=III 111- FOR ROAD SUB-GRADE -111-111. .111, II I._ °' I I ( III I I I=1 MAINLINE PER SPEC I ) _ .�> > � � � � III III ---ill III lII I � 1 1 1HHW : COMPACTED SUBGRADE I III l 1------->117-111EIIIEIHEIII - • II IIMI 1 l 1E-111-El I r ;III, „I I [7, .ii -I , , ,I11, , .1 I1, „1I1, , ,111, „I I1, , ,1I I, , , rT'-• • 1 z ____ •c. 1 Aft TYPICAL IRRIGATION TRENCH IN LANDSCAPE (T'\ • 1 I i A 0 l4 ;i I' 21 AM SCALE: NTS S L30907 SCALE: NTS SDL30907 SCALE: NTS S L30907 3 A A ,/ SPECIFIED CONTROLLER CABINET MASTER VALVE - SEE DETAIL 1 , SPECIFIED FLOW SENSOR, SHEET SDL30906 FOR REQUIRED INSTALLED PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS AUTOMATIC CONTROLLER flow---+�- MAIN LINE (TYP.) • - � 1 " CONDUIT FOR POWER SUPPLY WITH 111111111111111 i k.; �' 111111111111111 -� �' SWEEP ELLS AND JUNCTION BOX I 11 II li 11 1IETT 1 =HlIIIH iE-ii 11-=1 1 ' . ;/:I:T COND UIT FOR PHONE LINE 1 1 I I I ! 1= , ,: 1 1 1 111= � 1 ! 1 1 1 1-= ! 1 1 1 111'1= - 11 - _111, . 1 1 II I III 1 _111, I I I I III I ELECTRICAL CONDUIT 6 I 6 ' d �r S FOR ONTROL I L�I I❑ ��� , I H SWEEP ELL C MASTER VALVE AND FLOW SENSOR WIRES -- -- -- -. -_. .__ ___ ... . 0. • • .4 6" THICK CONCRETE SLAB .. ..••• . .� •� • ••. .•••oo ..•!.••,r. •0'• •:• �• �.•. .�••o I 1/ I EXTEND 8" BEYOND CABINET ... ON ALL SIDES / MINIMUM DISTANCE BETWEEN ANY FITTINGS / MINIMUM PIPE LENGTH CHART I I MINIMUM DOWNSTREAM DISTANCE TR ANCHOR BOLTS AS PROVIDED ■.. �, �■ ,� �, OR COMPONENTS TO BE TO BE CLEAR OF ANY FITTINGS OR COMPONENTS F.S. UPSTREAM DOWNSTREAM BY CABINET MANUFACTURER 1 o X FLOW METER SIZE TO BE 5 X FLOW METER SIZE SIZE LENGTH LENGTH a rz-- -• T FINISH GRADE NOTES: in ion 5" -1II - - - - - d - . . It. -1II 1.25 12.5 6.25 ° ' - 1 . VALVE BOX INSTALLATION FOR FLOW SENSOR TO BE IDENTICAL 1.5 15" 7.5" I 1=11 i1 1 ► °. III 1 =1 1 t` 1 1 1 III III I I °1::- - COMPACTED SUBGRADE TO THAT OF THE MASTER VALVE -- SEE DETAIL 1 , SHEET SDL30906. 3" 30" 15" • -iTfi-[F -[{ ii-F' -1 I I I I I I 1 I LEI I IH 1 1 Ir .I 1 I , 2. MAKE WIRE CONNECTIONS AND RUN WIRES TO CONTROLLER III III II -- 1I 1 1I1 1I I I I IFROM MASTER VALVE AND FLOW SENSOR AS SPECIFIED AND 5 -'� I AS RECOMMENDED MY CONTROLLER MANUFACTURER. , , , I, I ,1I1t „1 7 5 CONTROLLER AT WILSONVILLE (4.** FLOW SENSOR (-6” SCALE: NTS SDL30907 SCALE: NTS SDL309 7 a i; N P L :- r; C"' 2: N JEH 2/10/06 G. TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON COMMUTER RAIL WASHINGTON COUNTY DESIGNED DATE No EFC 2/17/06 0 J, 0 CAPITAL PROJECTS TRACK/SYSTEMS/STATION CMCG c DRAWN DATE AN D ;:I KML 7/16/06 :71 tango• ansen LANDSCAPE ARCHITECTS PC FACILITIES DIVISION IRRIGATION DETAILS `� A 1-24-07 EFC JEH PC 2.0067 CHECKED DATE t1 U OREGON/"+a'1�T 710 N.E. HOLLADAY STREET V il� ,T l� 239 nw 13th #303 portland OR 97209 T 503 295.2437 7-31-06 KML JEH ISSUED FOR CONSTRUCTION JEH 7/19/0 PORTLAND, OREGON 97232 NO. DATE BY APPD. REVISIONS APPROVED DATE .� A SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: E CHK. 7-31 --06 7-31 -06 SDL30907-A RH030241 BW tr A • B • C • D I E • F • G • H 2" 6" ... I 2" .... - ... FACE OF CURB STREET WIDTH i 1 C■1 1 ii /- 1 /2" R t 6" II I R - to , . N. • / ROAD SURFACE XREFS J ' ,' ' ' „...--,.......... RESOLVED 1.. ROAD SURFAC I NG REC—FWN R= I " I 0 1 /2" R= I /2 , " -(1) TM34X22 I-- --i UNRESOLVED ,,- „ ,\, s , , , ,, \„,‘ ,, , , 4(\ _ LTSCALE:40.0 , , /, r,Ir—r1 k 4 _ '',j , e > / ‘,:' ,-— -,.., , ,, ,...,:, - , 2 -_,- 'r -:,, ( 1_,., - -. _ - ' , -% ''' ' ' BALLAST .13 3/8”. [ i ' - 9.. .1 III ID II. A , .0 so 1 0— 1 /4" -.• ii..- k as Irk kat Ali • NTS — \pi..., SEE GENERAL NOTES CONCRETE CURB - MOUNTABLE (121** BALLAST CVRE3 TYPE NTS NTS v. \......., SEE GENERAL NOTES \ , SEE GENERAL NOTES 3 lot—Oil 811 - TRANSITION SECTION • I .... GENERAL NOTES: . - FACE OF WALL — 11, 1/2" R BALLAST CURB, TYPE 2 I-. __ \ I " R-"/ I. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S. I. AFTER 28 DAYS. Toot _ ___ __ _ . .-'41- BALLAST CURB, TYPE 1 -co I 2. CONTRACTION JOINTS A. SPACING TO BE NOT MORE THAN 15 FEET, UNLESS PLACED 41(41A I VIA SL I PFORM IN WHICH CASE CJ'S ARE NOT REQUIRED. TRACK WALL CONTROL L I NE , B. THE DEPTH OF THE JO I NT SHALL BE AT LEAST I I /2 I NCHES. 4 , Q. TRACK Ir' . 9'—O" PLAN 8" (BL LEVEL WITH TOP OF RAIL = oo I 0I-0" i ' C., I TRANSITION SECTION NOTE: "oo 6" BALLAST CURB, TYPE 2 TOP OF TRANSITION SECTION PAID FOR AS -C\1) RA I L _, BALLAST CURB, TYPE 2 T:o 17-st , (NI I BALLAST CURB, TYPE I BALLAST CURB, TYPE I , 9 il ] I6" ELEVAT I ON S T I Ok A ■......" I 6" ... _ 5 BALLAST CURB TRANS I T I ON (Th4 c°- NTS ' \..../ BALLAST CURB TYPE .4..../ SEE GENERAL NOTES ;-',--' '- ((_ ) TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I MET ..„, L i DESIGNED DATE DIRECTIVE DRAW I NG .... , .- CAPITAL PROJECTS DATE DRAWN AND CIVIL (.._ TRI 62) MET FACILITIES DIVISION TRACK/ROADWAY DETA I LS CHECKED DATE 710 N.E. HOLLADAY STREET CURB I NG , -( PORTLAND, OREGON 97232 a,c NO. DATE BY APPD. REVISIONS APPROVED DATE SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: (.(1- Fc CHK. AS NOTED CTM20 I 4.' c, .-- , A • B • C • D • E • F • G • H 1 \ , 1 - r-, . 7, FLOW LINE - , A = CV .. q l H.,. s .,.,' i , , ' , ,,, ,,,,, : , 1 ' ' ,. cy q .. .1 4 .1":r) • `. 1 .. ... ,,s 4 4 : .. , , TYPE PE, 2 BALLAST CURB , . ., , , XREFIS RESOLVED REG-FWN TM34X22 , ., `,.., ' ?,.. : CONTROL PO 1 NT UNRESOLVED / ,, ' ` j ' ' .' ,s. , ' , LTSCALE:1.00 \ ), . .,....s...%::. 4 pr = \2 , ,,,, , \ , RIBBON CURB -iv-to /•/0 ---........ , _ 245t* -7k) T • Ss4;c. `0* , ----- ....--- - — IVO , , 7.k \.' "'"""'ii ..."''' , NOTE: ., TRANSITION CAN OCCUR THROUGH \\ 19' \CY' 3 CURVE, NOTED ON C I V I L DRAW I NGS. 1.;17 /0 ,5Ice \'5"... o" To 7" 7" TO On CONCRETE CURB END TRANS I T I ON CONCRETE CURB END TRANS I T I ON I • Z k • lk ,.....„ . A . • N Ani APPROACH I NG TRACK CROSS I NG ( 2 Aka AI NTS _ • S .0.11M \*4.... / 4 • c .., 5 E , .-- CNN ‘-- N C C (N, I P N & 6i) TRI—COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I MET L,.. , c. I DESIGNED DATE I CAPITAL PROJECTS DIRECTIVE DRAW I NG ,c2 DRAWN DATE AND CIVIL FACILITIES DIVISION ROADWAY DETA I LS ( CHECKED DATE TRI 6.:b IVIE T 710 N.E. HOLLADAY STREET CURB I NG c_- ( PORTLAND, OREGON 97232 -- c APPROVED: DRAWING NO.: CONTRACT NO.: SHEET NO.: APPROVED DATE SUBMITTED: DATE: DATE: SCALE: NO. DATE BY APPD. REVISIONS AS NOTED CTM 202 c CHK. __________ cz. A • B • C • D • E • F • G • H 1 1110 X 1 8" SMOOTH STEEL Aft DOWELS 0 1 2° CENTERS JO 1 NT SEALANT RESERVO 1 R EMBED INTO EX I SING - 1/ " ■....." PCC BY DRILLING AND d/4, MIN P.C.C. SLAB EPDXY I NG SEALANT --al EXISTING PCC h PAVEMENT .-4.-1 [°11--. • . i 0 XREF'S : . CNI : , 0 0 'iii . ( 2' C> , , ' • --- . RESOLVED , 4 i (Ct 7' ) ' . ' .:' ' - .7 <' . 1111111111111111111.111111111111111.1111111111111111111011111;:; 10 , .- : i'' . .. . REG-FWN A 1 ,„ : . , , - ,, ' i . ,.. . e , ee ,,; . Q:27' r . t) ■V 0 0 - C:7 . TM34X22 CN - '- , K V , UNRESOLVED , „ - :,- TRANSVERSE LTSCALE:40.0 SAWCUT EX 1ST I NG 3,4" 0 X 1 8" SMOOTH STEEL PREFORMED EXPANS I ON 2 PAVEMENT (6" PAVEMENT DEPT) JO I NT F I LLER Jai I " 0 X 1 8" SMOOTH STEEL JO 1 NT SEALANT RESERVO 1 R (PAVEMENT DEPTH > 6") wi \........./ DOWELS 0 12" CENTERS d/4, M I N DOWELED JO I NTS ' AT i -11 • NTS - EX I ST I NG PCC PAVEMENT (Th • EXPANS I QN NTS -JO I NT (.1%) , -1 1 ' N....." •■......./ i, LONG I TUD I NAL 3 CONTRACTION JOINT ( 4Th %no x 1 8" SMOOTH STEEL NTS - (6" PAVEMENT DEPT) (3%) N......." 5 1110 X 1 8" SMOOTH STEEL JO I NT SEALANT JO I NT SEALANT RESERVO I R (PAVEMENT DEPTH > 6") \,....., RESERVO 1 R SLAB CONSTRUCTED CENTERS FIRST . . .. • -04 - - _ . , . ,.. . • . , , . . :. , . ,, , - -0 „ — - '-'' H '' ' - . '" ' ''* '' ,,,' • ,, , • , • -. i • 1 , ' 1,'. ' 0 ' 4 ,.-, C•1 ,. . ' ' -'' - ' ' - . , A '' > ' ' %.'■. : - , ' ' . ' ' ' (; , - . . ' ', -*' '. ' - • • . If - ID . 1 ,, ''- , ' ._-': ' a 1 d 4 Q JOINT DIMENSION POINT DIMENSION POINT TRANSVEM OR LONG I TUD I NAL, LONG I TUD I NAL AND DOWELED JO I NTS 1/4" BELOW SURFACE 1 1/4" --p, SAWED JO 1 NT FACE— SEALANT MATER 1 AL • ._ 5 • --BACKER ROD NOTES 1 . GREASE ONE END OF DOWEL TO ALLOW FREE HOR I ZONTAL MOVEMENT. INITIAL SAW CUT TO d/4 2. LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS ARE SHOWN FOR ILLUSTRATION ONLY. OR DEPTH SPECIFIED THEY MAY BE LOCATED ANYWHERE REQU I RED FOR TWO STAGE CONSTRUCT I ON POUR. . c ..E: -,-,, CONSTRUCT I ON JO I NT reT) JO I NT SEALANT RESERY0 I R (1.--6 ) --: NTS - - NTS - ,,,, \......../ \......./ N '- --:,. -' ,t- - - 645 TRI—COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I -MET L DESIGNED DATE -,. c. . CAPITAL PROJECTS DIRECTIVE DRAW I NG ,c2 --- DRAWN DATE AND CIVIL ,L _ CHECKED ' DATE TRI 64) MET FACILITIES DIVISION ROADWAY DETAILS , 710 N.E. HOLLADAY STREET PCC PAVEMENT JO I NTS c PORTLAND, OREGON 97232 . T.: 'i NO. DATE BY APPD. REVISIONS APPROVED' DATE SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: !-! CHK. AS NOTED CTM 204 (-',- A • B • C • D • E • F • G • H 600' MAX RUN 1 1 01--0" MAX I O'-0" MAX TENSION WIRE 10'--O" MAX 10'-0" MAX t y 7 GA r __�__ I NTERMED I ATE T FENCE: TABLE I L POST (0. 1 770 D I A) END POST WEATHERT I GHT _ .. 1.7- CLOSURE CAP. . .. �, MEMBER li #..., i aw.ii i • :il r.T�� - .� ,•:P,-i f.T' wi d� ...... , .. ` .. ,' " i END GATE OR �4J . , G';'': ` '.=` ." ''" (TYP) :.J'; ��r.,. .;,,,.,,F ;'- LINE POST �Jf 4`.x, ,',..-2,',.. _ -, f BRACE . .' ,, th= BRACE 7 '_ �' BRACE CORNER CORNER POST :^<r:: =, - x .ti ' ° , s. STRETCHER GATE RAIL • TRUSS ROD . :,?!fr{•,fy , :, : '= RAIL ;;p -�- : LINE POST „ �� ,r,- BAR TYPE AND LINE POSTS DIA _ fsTW y AND v ,. :; h �, ,;..� <,, ;., ,,- GATE OPENING POSTS ,4„;� .: § r. CHAIN LINK \_ r � , 1\1>, ,,;(:),',, f., r,r: � TOP RAILS END POST ' I v: :J `\J, rJr 'err r )`f �' y Ir'' ' ' (SEE NOTE B �. Y , �I ; 1 N FEET . , I ,.,_.__.... ........... ;s i;`�- ; __ --3� ¢ Y ruY ry. 2” MESH, I I GA TRUSS ROD .� s ;s .� TRUSS ROD BRACE RAIL TUBULAR TUBULAR TUBULAR TUBULAR STRETCHER �.. ,;, -i 11 11 ',=;,../,‘ H•• BRACE RAIL .� ; . ,_mss- 0. 1205 DIA DIA :'. , ;'_::; a DIA . BAR ;;� � ��, . � ( ) � ,J � NOM D l A NOM S :Y.. ALTERNATE r .,.^:.�.,;. OM DIA NOM DIA SINGLE DOUBLE NOM D I A) a {,,;= f 1 I NCHES) ( INCHES) I NCHES) GATE GATE ( I NCHES RESOLVED I`�Y ° POSITION ,,/„„ :2, i . :> ,/,' r•r`e I THRU I r UP THRU 6 UP T 2 TM34X22 L `.�� T R 22 :.' 3 S NOTE OTE B r,j` :�:.:� 4 FEN 2 CE 2 4�r�'+UNRESOLVED .=, . , — = =x . . 3-= - .�: .,,:, , `� `` 7 THRU 13 13 THRU 26 4 LTSCALE:1.00 J ' '2S,A t 5 r r z .. �' .=. ::� 6' FENCE I f 2 2 14 THRU 18 27 THRU 36 6 Z U z U � ::; • � — i z Z GROUND LINE --- w — GROUND LINE Lai { 21h 3 : Z m : — _ �,, _ : : : 8' FENCE I l _ _ — TENSION WIRE (0 _ co c� •: CONCRETE '� :� 7 GA '� `` :” CONCRETE — :. , •2 to 1� ; FOOTING '�� .. . ' (0. 1 770" DIA s' �. - ' FOOT ING `: ''� "� GATE FRAME ...., ) _ :...., L _:`: I � " NOM. PIPE SIZE '� 12" D 1 A 9" DIA CONCRETE 9" D I A - - 9" DIA GATE POST (2.72 LBS/FT) — FOOTING MIN MIN 12" DIA (MIN} 9" DIA c MIN ----.\'',--,-/,,,'-'._'_.._". '._._.''",� 1 _....'"'"�'_..�.`" �'__'' GATE POST MIN . O a r m r,f,t' !� ! r - -,,,,,�,, ,r\ ,r f • � r f r y lr � .., r' I is '�,�,i�r.-, .>tt'",.�fi �. NOTES ✓ . ;`s,F; f", 1. YJ i,,J .4. .t 1II I \,, _ 1'v,/•, > f 1(��/\J •� rl;. x,: '; -.: �,r= x<- y, . ,- CHA 1 N L I N K �w � :�s. f f.�4.f�,,�c.,,i^ Y y`\f 6 AND al FOR CROSS SECTIONAL D I N I M EN s 1 ON I L DE s of :�NK TAIMEMBER .� . ! s • .�,{�r FA I C - Y//,',,-,/,, BR `.tr�'�et, ,rr x' �;i;��.Y.'�;`Y� , :-' . .,,. NTS �' =��: .� i SEE TABLE I � .��... ., \ 2" MESH, II GA r�.:°.. E H :�Y „k. '',,,,,,,„:,-<,, . I 1 co • 0 205 D A) B FOR RUNS OF FENCE OF 20 FEET OR LESS, OM .s I T TRUSS �.1 .�;-F�. „ ... RODS AND I NSTALL „, .. ':; y \;;; ALL LOWER BRACE RA I N ALTERNATE f,Y 3. y,4 'f 4l, STRETCHER POSITION AT END CORNER POSTS. �\ f r 1 3� •/ 1 ).t T� FT° Y - .t BAR !4e. 11 :fir 5,, I A I 1 `rte— .——.nl .....!i is. ..-ter• —........—.... 1 1 1 1 1 1 1 600' MAX RUN I II I I II I 111 I 11 1 I a 1 ii 10'-0” MAX 10'-0" MAX 10'-0" MAX 10'-0" MAX GATE OPENING WEATHERT I GHT 12'-6" (SEE NOTE C) 12'-6" (SEE NOTE 12'-6" (SEE NOTE C 12'-6" (SEE NOTE C) (AS SHOWN ON PLANS} 3 ( ) ( E C} ( ) ( ) TOP RA I L CLOSURE CAP I I TOP RAIL TENSION I INTERMEDIATE END LINE POST (TYP) CONTINUOUS I WIRE — 7 GA. POST STRETCHER I — I BAR _ DOUBLE, GATE FRAME 11 ZE —� : .r I NOM. PIPE S I TOP RA .. ----LINE POST^� �;,. \ �.\ '._� TOP RAIL �� <� :<- f TOP R I :x .�11 A L N -„„:.7e,,, � . CORNER POST �'' ii LINE . r�.; STRETCHER:-: r ._'�,J,>>., �. -�*. fir`�` ' - 4.`- = 2 LB F PosT I , .,r,. °`a r ,�., _ . ; : ,��..<<�r..k � .��„��� _ �5, •� ��; -.<� GATE POST ., ,. . . � � �,. : CHAIN LINK ';�' F I'� • �-:' � :=:w`. J BAR ET t STRETCHER :� ;r ,.��� ,�/1i�� {\ .:��;�`.�,_.,.- : ��:- _J, \�% _ ., TRUSS ROD �.. :{,, FABRIC TRUSS ROD S- * r � r.:w ,.:J<,,t. BAR I! _ . ,; \, . , D DIA .. 2 2" MESH, I I G A - .t � .(4 Rlt.,l ,.S f., ....1' r J+r : :SJ,h,.� rC,2,'.',''4,••i 1 t` }r ,� - , T I� ,4, ,r^ };r(SEE N 4). r (0. 1205" ti, --.� MI1 NOTE B) �-.� :, DIA r„ :.`� �� ��� � T J r „,„{ t ,,:. ,::. BUSS ROD ' H. - IL • ..-an..^..,1�..,�.F4.wb�+s.,,, -••--”' �.ji .-..�..`: - , DIA I ( �. ,,'' ! r W VIC 4("e< : :.'1 WI* V* t 'o - TENSION o © _ LOCKING LATCH o co _ GROUND LINE I � GROUND LINE _ o ..� a f .l`. I _ WIRE — - — _I ': " — M N •";-' CV (NI! CONCRETE — "� CV 4 `'`.J: (0 N CONCRETE DIA FOOTING N .(70.GIA770" _ " DIA ,fF ; �., 4 \I.. 9 D ! A CONCRETE 9" D i A - - 9 �- MIN MIN I Ia 12" DIA °: ;".: I . I2" DIA MIN FOOTING MIN 911 DIA — �._.....�—.—al MIN . r 1 r 1 4 M I N I I I I 1 1I 1 NOTES: I II I I II I 31-011 4' Cl-IA I N L INK FENQE DETA I LS ('i \ A. FOR CROSS SECT I ONAL D I MENS I ONS OF MEMBERS, SEE TABLE I . (AS SHOWN N1`S _ ON PLANS) \F. ,/ B. FOR RUNS OF FENCE OF 20 FEET OR LESS OMIT TRUSS ROD AT END AND CORNER POSTS. S-0"1, ,s INQLE _ C. POSTHOLES I N BALLAST ADD 3 0 TO DEPTH OF CONCRETE FOOTING. • 4 , 6'. OR 8' CHMN LINK SATES riN) GENERAL FENCE NOTES: NTS I . ALL POSTS SHALL BE PLUMB AND AL I GNED. 6. KNUCKLE SELVAGE AT TOP & BOTTOM. 2. CHA I N L I NK FABR I C TO BE STRETCHED AND FASTENED TO POSTS ® 7. FOR GROUND I NG DETA I LS, SEE DWG JTM730. 15" MAX CENTERS AND P I PE RA I LS @ 24" MAX CENTERS. 8. GATE POSTS ON EACH S I DE OF A GATE OPEN I NG TO BE 3. ALL STEEL MATERIAL TO BE HOT—DIP GALVAN I ZED AFTER FABR I CATION THE SAME S I ZE, AT A DOUBLE GATE INSTALLATION WITH 5 UNEQUAL W I DTH GATES, S I ZE OF BOTH POSTS TO BE AS t 4. FOR FENCE MOUNTED ON BALLAST WALLS, CHA I N L I NK FABR 1 C TO BE I ND I CATED FOR A S I NGLE GATE I NSTALLAT I ON OF THE WITHIN /4." OF CONCRETE. W I DER GATE W I DTH. 5. FITTINGS SHOWN ARE ILLUSTRATIVE OF USE AND NOT SPECIFIC AS 9. PROTECTIVE SCREENING SHALL BE I " MESH ON EXISTING TO DESIGN. BR I DGES ABOVE LRT AS SHOWN ON PLANS. c, -- - - c 64),4 ?,- TRICOUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I _MET DESIGNED DATE C <- DIRECTIVE DRAW 1 NG CAPITAL PROJECTS DRAWN DATE AND CIVIL TRI FACILITIES DIVISION SITE DETAILS CHECKED DATE 710 N.E. HOLLADAY STREET FENCING PORTLAND, OREGON 97232 APPROVED DATE NO. DATE BY APPD. REVISIONS SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: a; CHK. 11 , AS NOTED CTM30 I , A • B • C • D • E • F • G • H EROS I ON CONTROL NOTES 1 GENERAL NOTES EROS I ON CONTROL MEASURES FOR D I STURBED AREAS b EROS I ON CONTROL MEASURES FOR D I STURBED AREAS: I. ALL AREAS THAT HAVE BEEN DISTURBED, GRADED, AND/OR COMPACTED SHALL BE HYDROSEEDED WITH ROUGH SEED AND SLURRY MIX USING METHODS AND RATES I. FOR SOIL EROSION AND SEDIMENT CONTROL DETAILS, SEE DRAWING NUMBER CTM303. DESCRIBED IN SPECIFICATIONS. 2. SEEDING SHALL NOT BE DONE DURING WINDY WEATHER OR WHEN THE GROUND IS FROZEN, EXCESSIVELY WET, OR OTHERWISE UNT I LLABLE. • XREF'S 3. HYDROSEED I NG WHICH UT I L 1 ZES WATER AS THE CARRYING AGENT, AND MAINTAINS EROSION CONTROL MATRIX Z n�. x22 CONTINUOUS AGITATION THROUGH PADDLE BLADES, MAY BE USED. IT SHALL HAVE AN .� Q w ~w EROS 1 ON CONTROL GENERAL NOTES OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND MIX INTO A HOMOGENEOUS Ow m 0 0 SLURRY OF THE SPECIFIED AMOUNT OF SEED AND WATER OR OTHER MATERIAL. O-� = Z U L Tscole: 1 Z Pssco% 0 DISTRIBUTION AND DISCHARGE LINES SHALL BE LARGE ENOUGH TO PREVENT u)° U - w- tiSRetn: 1 STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC DISCHARGE SPRAY SITE SLOPE Q cr - cr NOZZLES WHICH WILL PROVIDE A UNIFORM DISTRIBUTION OF THE SLURRY. <2% <10% <15% <20% <30% <50% >50% o a 00 BASE MEASURES 4. WOOD OR GRASS CELLULOSE FIBER SHALL BE AS SPECIFIED. I. GRAVEL CONSTRUCTION ENTRANCE X X X X X X 2 I. APPROVAL OF THIS EROSION PREVENTION AND SEDIMENTATION CONTROL PLAN (EPSCP) 5. SEED M 1 X SHALL BE AS SPECIFIED. 2. SEDIMENT FENCE OR BARRIER AT X X X X X X DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN TOE OF DISTURBED AREA (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTR I CTORS, CHANNELS, DETENTION 6. COMPOST SHALL BE AS SPEC I F 1 ED. 3. UNDISTURBED BUFFER AT TOE OF FACILITIES, UTILITIES, ETC). 7. THE EXACT TIME FOR SEEDING WILL BE DETERMINED BY ACTUAL WEATHER DISTURBED AREA A(2.) 2. THE IMPLEMENTATION OF THESE EPSCP PLANS AND THE CONSTRUCTION, CONDITIONS. THE NORMAL SATISFACTORY PERIOD FOR SEEDING SHALL BE 4, SEDIMENT FENCE INSTALLED ON X X X X X X MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE EPSCP FACILITIES IS THE CONSIDERED BETWEEN MARCH I TO JUNE I AND SEPTEMBER I TO OCTOBER I UNLESS RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS OTHERWISE AUTHORIZED BY THE OWNER EXCEPT THAT CONTRACTOR MAY PERFORM CONTOURS (SPACING) 300' 150 100' 50' 25 25' COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. SEEDING OPERATIONS FROM JUNE I TO SEPTEMBER I PROVIDED THAT HE WATERS 5. SEDIMENT BARRIER AROUND • THE NEW GRASS TO THE SATISFACTION OF THE OWNER. CATCH BASINS X 3. THE BOUNDARIES OF THE CLEARING LIMITS PLAN SHALL BE CLEARLY X X X X X X X FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION 8. WHEN DELAYS IN OPERATIONS CARRY THE WORK BEYOND THE MOST FAVORABLE 6. SEDIMENT BARRIERS IN DITCH 100' 75' 50' 25' 25' 25' 25' X PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PLANTING SEASON, OR WHEN WEATHER CONDITIONS ARE SUCH THAT SATISFACTORY PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR RESULTS ARE NOT LIKELY TO BE OBTAINED FOR ANY STAGE OF THE SEEDING WET WEATHER MEASURES FOR THE DURATION OF CONSTRUCTION. OPERATIONS, THE CONTRACTOR WILL STOP THE WORK AND IT SHALL BE RESUMED ONLY WHEN THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. 7. TEMPORARY INTERCEPTOR DIKES/ # # # # # # 4. THE EPSCP FACILITIES SHOWN IN THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION SWALES AROUND ACTIVE WORK AREAS WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE 9• THE CONTRACTOR SHALL PROTECT ALL SEEDED AREAS FROM EROSION UNTIL FINAL THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE INSPECTION AND ACCEPTANCE HAS BEEN MADE. AREAS DAMAGED BY EROSION SHALL 8. ESTABLISHED GRASS 3 APPLICABLE WATER STANDARDS. BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. (SEED PER SPEC.EC. 02900) 5. THE EPSCP FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR 10. EROSION CONTROL PROTECTION SHALL BE CONSIDERED COMPLETE AND SUCCESSFUL 9. 3" MINIMUM COMPOST COVER 0 0 0 0 0 0 ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE EPSCP WHEN A GRASS MAT HAS BEEN ESTABLISHED. 10. EROSION BLANKETS WITH ANCHORS 0 0 0 0 0 0 FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. I I. ADDITIONAL TEMPORARY EROSION CONTROL (DURING CONSTRUCTION): I I. 10 MIL. PLASTIC SHEET COVER 0 0 0 0 0 * TEMPORARY DITCHES WILL BE CONSTRUCTED AS NECESSARY TO ASSURE DRAINAGE IS 6. THE EPSCP FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR CHANNELED TO THE FACILITIES BEING PROVIDED. 12. SEDIMENT TRAP OR POND 0 0 0 0 0 0 AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 12. FOR SLOPE PROTECTION FROM CONCENTRATED FLOWS, FLEXIBLE PLASTIC PIPE MAY POST CONSTRUCTION 7. THE EPSCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A BE USED IN CONJUNCTION WITH OTHER EROSION CONTROL MEASURES TO CARRY • MINIMUM OF ONCE A WEEK OR WITHIN THE 24 HOURS FOLLOW 1 NG A STORM EVENT. RUNOFF FROM TOP OF SLOPE TO APPROVED DITCH, SWALE, OR OTHER EROSION 13. REESTABLISH GROUND COVER OR CONTROL PROTECTED WATER COURSE. INLET OF PIPE SHOULD BE AT LEAST SIX LANDSCAPE PRIOR TO REMOVING X X X X X X X 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO INCHES ABOVE LOW POINT OF COLLECTION AREA (SUCH AS BASIN TRAPPED BY EROSION MEASURES ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND SILT FENCE) TO ALLOW FOR SEDIMENT SETTLING AND UNOBSTRUCTED FLOW. FLOW - CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING SHOULD BE DISCHARGED DIRECTLY ONTO B I 0-FILTER BAG(S). OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM KEY: X =BASE MEASURE SYSTEM. A =ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS S ILT FENCES # =OPTIONAL BASE MEASURE - CAN USE AS APPLICABLE 9. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING * =SUPPLEMENTAL WET WEATHER MEASURE (NOV. I APR. 30)(SEED I NG PRIOR TO SEPT. I) OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL 0 =ALTERNATE WET WEATHER MEASURE TO * 4 MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. GRAVEL CONSTRUCTION ENTRANCES WILL BE CONSTRUCTED AT ALL POINTS OF ACCESS. I. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH 0. ALL PROJECTS WITH EXPOSED GROUND SURFACES ANTICIPATED BETWEEN OCTOBER I AND OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A APRIL 30 MUST APPLY SEEDING/MULCHING, OR OTHER TYPE OF COVER, IMMEDIATELY MINIMUM 6 I NCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR AFTER GROUND SURFACES ARE EXPOSED FROM GRADING/CLEARING OPERATIONS. OVERLAP 2"x 2" POSTS AND ATTACH PER DETAIL DRAWING C I OE303. 2. SILT FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND SHALL BE DRIVEN SECURELY INTO THE GROUND 3" BEYOND POINT WHERE FABRIC ON POSTS • CONTACTS GROUND. 3. A ROUGHLY TRIANGULAR PILE OF APPROVED COMPOST 1 .5 FEET HIGH AND 3 FEET WIDE SHALL BE PLACED AGAINST THE UPHILL SIDE OF THE FENCE. 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURER-STITCHED LOOPS FOR 2"x 2" POST INSTALLATION. LOOPS SHALL BE INSTALLED ON THE DOWNHILL SIDE OF THE FENCE. 5. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT 5 NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. COMPOST BARRIER SHALL BE REMOVED, SPREAD EVENLY ON THE GROUND, OR WORKED INTO SOIL AFTER SILT FENCE REMOVAL. {L 6. SILT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY c AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. C C C\ - r-; s `� TRI--COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON,. DESIGNED NED DATE TRI -MET c. CAPITAL PROJECTS DIRECTIVE DRAWING ,, DRAWN DATE AND CIVIL TRI g MET C c. FACILITIES DIVISION SITE DETAILS CHECKED DATE 710 N.E. HOLLADAY STREET EROSION CONTROL NOTES i w PORTLAND, OREGON 97232 NO. DATE BY APPD. REVISIONS APPROVED DATE SUBMITTED: I DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: CHK. AS NOTED CTM 302 C tr A • B • C • D • E • F • G • H D I STANCE 41 �� " B VARIES, SEE 1 CIVIL PLAN .--_ `- — I 1414 a 1114-^�......,...r�wr�—.-1414.... _ � I l.._.:,;,,:.1411[..,.::,, 12 T - �'�..±.>�.�.:.-..:_, ♦ 4 a 0 4 a 0 4 a 0 4 ' 0 4 a 0 �11 TY� 11■ 1414 SIDEWALK '.1.IM�•1wn;l --� .-- , ..I.�;.., f a ■ t - : 1 - p � 1ii ! 11.r1li .r1y I "�'��•wr� 11ri1r1!%, +ri1+.: a [iiiif�ii:::■t���.c14r►ri :..I�■a.■.ir.arr■■ a """•"" CURB & GUTTER „111ta111i,, 111t11uI11►RII, r - • a .Gra.2:..!■[ 1414■1.141..,: I;�Ij�Itt�1�11111 �It�ltt�11111it1, a 0 i 773-11::—... ......,,. .■rrri� anrrr:w.■rc■a 0 IIIIIII ••••w■■■' :+ 11 !` � � u■■■,v..,..... 1414 1414, sr:u■�r■ 111t1i1,• , 1; ,a Ias11i/a.\1: :!■,■■■(�■■ t 111411111111111 u rIn�r1 1.=nhlr,Ill1,t1 ;; 111[14�1nri '.[,,►14;14 :;;i' �� - , 1,11ir!!/irk !+ ' 1 - ..f R.'•icf 1414 lCili.f■ ! 111'"601141 111[1111/1�atly4l �I'�'1��1#'��1'I� 1111141110 , ° irr■■�,..e:i l::i l i:i l::•i::=1::i t ra 1 a - 1414... ta �Ir, '_'1i lil .�IUarI■1 I of f.aI 1 1414 �..[■.e 1.■1 ae.. ■i...... a �■ r.lnrtl { 1,1111111 11{111 d ulillll�M�!I1►111 t►IIIIIII��11rtu1 iia�.rn n 1 u1 l■sl 1■ei i■a11■u 1 cu a .iniiii4ra r i i i iii•ici 11..1110••kii''; "D ,; 01.in•'11� 11 111111 frr1�..14141■11 rn 1 •rt 1 ur i.n 1 c•r 114111 _ ra14a.uu.- ■11■■ ua ■ua.u.a WALK 111111/; llkl, 11111111;1144 111111/11tMll' 1(11/;11!�rIM1!1' 111111 X11!■.,.! 1 1. 1 II11�: a wr col n l\n 1 e!■.I 1■r r n r■uI.1, a •. uc■14:11 nu /e■ 1111■■1414. _ S I DE , II111I1111i1III'' II1i�I111Ii 4 0 ilrw■�rrl■f/■al f■\ •■/1 f■r; .ale■■f 0 4 _ ..■1a..... rm.. ■11.s /■11 a 1 VIII Ili I III, VIIII Ill I.liq+ 1111;1111 NI 11111111 1111' a - a d 0 1111/.111111 MI,NM IV!11111 v. •°' 0 4 I'UI,(4111111 I !IIII41111lI! JI'/41IlR11i1111 it 1141/lit#,[1111 i#; I i, a IItH:141111i11 ► I'U CURB & GUTTER I I y 1'IAlIi11{IIII! 1i#! - ...rn14rrl■1 f■c 1.r�1_-••- 1111 1 an � B n + 1!1 OM it 1INII�INI11II lI :::_ ,' .II 1111rilll �9I_ '�f` Vigil"1� ,n... tru: ■■1 I reE f ul>,.uwa:■ . .au iwwr u>_ 1 u■.r �t l:w t lre ur 11..14.1.■I f■■ 1■a1! a11■Ir�1r�w.��r..�.ar1r. Itf 114[[11• 14ur ■141 110. •1:414114. r u ■11111 1a■ •I/11101111 11 /1 - - :iii i•:iii•:i::ara.rar■ - Lllt,l/:1,11,11 1 i=' 14. III I5t.14:,-r� 1 Zu"."1:::ii fi::1::r { .,74a, .—._ _- t ...=:- _ 0 4 t 4 0 ■.at:a::.■ ■ii,u.r.. t. .11 u■ a ���IIiIr�I�III�i I' IiI �a!�Illlrfll��I�� lllr)IIN�N�111t111 inrr...�•-14.11■"' 1414..;., 11114 I!I 1!:11111. .:—•!!�.:,. ♦ , ■141 14f a 1.11.1.■ - �I� ril'I�Ii� .rr.r"'� ir '•ttle iI t1 iiiiil.�...i■if11a■ 1,.,.•t. a 0 rrr t a71/■ tra ■rirrrr■- 1! ffF` .rul n l/n 1 r■11 ui n�1 iae t rn.�urr■■ a 1 4 ' 4 0 Irtl j 1I IltlI 1=' `11!111 Ir111I�i1I I 1[111 i1 11 ■M1�I. ;►�I���,r,u,=ice.=--�.`:,i it, (■/ ..r�r;�:..�...+a�'- " ` VIII 111111 Ii111II1�Il� •_ r�■.I14.!11#14�t�_ .IIti1I1111{II� `�.=r.r. -:I�I��7■rl - rw■ra■rr■urrw■tt in: a: : :: !. 1 1 �....w 1/. •■■ t J f■■ J■■I - I■■11■�i1■.lt■■f[■■1 - .■'U11I1I� �1\1 •��I rat 1 a■. ■101[■.11 sr I a 0 �.■114:rn n 1■u 1 an i ul i 1114 1 an:ru.u.uua 0 u r1 - l■al i a1l I a■I I rat 114.1 1114 w■ 0 4 ■ 1414. --. �ai ll tall,.� ;itttl l.r+l:iiii ,�i \t 1141,ls. r :_.ii�;`a!_ err ,1,[141. �����Itr r:rs141a1.1 mum ' ,,.rtrt■rr.1■ a/wr■114s I.ra !.■ 1111411.'ell,',' .:. �' ! ,1171. •'��� 1414 ..:iii ..; 1411.[ ,1414 _-._.�_._ 1414.. '. 'w ri`."'_"_:.1.1114 • •.��� i - .1 - ,.��.!■'J .` 1 1 �� .- 1414 ,ta\,. 1414. _1414 14:,�...� 1414 ::, ::.� � : 1414 __1414 _.�.:.__:._ IIINHwIIt,�� I{11fli)Iltjj gt111111f11►111 -.: y a '-. ► /1 4 �.t>.e.11.ir.aa\r. 1n+..auu■c.\ul■ 1 4 0 i1111141,NI 11110tl.MINI 1 I � •�•••,••1111114 I ii1 11114 1• 11711 14 11111 11 iNII ♦ 4 0 .rrw.?aa■■c•u.n 1.uwuic:■ruruuc■ 0 FLOW iu�i iliiiI�aili;1 - - :a - - XREFIS 14fII1I1111ill I=ii1Ikk1 f 111! I'lilllllll'(11Dt 1 4 0 1 4 1 4 - P , 4 0 1 4 - 0 1 4 - f'I■■■■'a■a■F■■■■/ tr■■■saa■■-i■srl'tiaC■ 'Milt IV 'Wit ilh'� '11[1(11111 Ilil1 a a a 1 4 0 14 ' 0 1 4 ' 0 1 4 0 14 ' 0 1 4 ' 11tt11lIIIIl11 ;s " 1t111111111111i ..;ii .i 1t�4111III1Vl1' ;r CATCH BAS I Isi , , ` a ■ AREA ()RA I N RESOLVED = a;r, ■6" `i, t.t M +� t.lt■ tll: 1Jt/141,; .;.If..'111 1: 11115l1f4t lyl I[llllll1111q, [111(11 f 1�1y - - TM34X22 i111,.11itk., • i11111.11i,,, 1111'11,1[11 GRAVEL TYP. i nl'14 Mili 1 Nil 11141111 1111,14101 i nvll:0141!a ii'iliiilIlil'll 11.1141111+it 11111Urll11111 1I'11�Ir'IRI!II !i1I1iIrl1!IIIll W I RE MESH W I TH CATCH BAS I N OR UNRESOLVED iIIIIIl1,Itnl f1 IIII1I!V 1 141111111 111,1 11►1+11l11111P. 11111ui11�:IU�''. '11111IN,IUti' AREA DRA I N, TYP. I LTER FABR I C GRAVEL, TYP. DRA I NAGE I NLET, flr■1IIIi111ttl rt,ilr;111�11t�i il;�ltllllllill� LTSCALE:40.0 111'A1I �'. .._ ,,,�:.,;;..,u UNDER GRAVEL, TYP. TYP. + ,.111;1'i : B I 0—BAG ELAN. , 14,..,`1414„ „,;,„....;., 'i��� ',,, AREA DRA I N, CATCH BAS I N, A B I O—BAG „r., f�,,,!r1,�i�,1/i 1/Ilbr�,2 ''Ifril' ” ' RUNOFF WATER \It' , . ,. ir, f'..�'h WITH SEDIMENT ;:14 •,14 r —i NOTES � ; .lfa.... ,, ;111.._.111 FLOW PLAN ;meal:, ' ��'. GRAVEL ( I 2" MIN. 11nr11r11i►111+, II WIRE MESH WITH IIi11!1f111111j,/ '1' ,,,�„I�rI,I„r,,, FLOW o DITCH BOTTOM DEPTH ABOVE GRATE) FILTER FABR I C PT. "B” I . STAK i NG OF BAGS MAY BE A 111I�hIf11111►`fl'' • - MIN. 11 ;111 mi viii, -� 4 14 14 _ ON TOP 6" OVERLAP REQUIRED USING (2) I x 211 _ .,,,,I •. 1111�IIN11111 s • LII,r1\1111.14[1 tiff trin . WOOD STAKES OR APPROVED ad • - " w - : - _ • _ . `- = "•PT "A" TYP I CAL 1414 EQUAL PER BAG. ,:.:,- ::rat., •� — 11414 _. •-r.. - - ������a„ ,- � 14-14 -- .- -- 1 1 1I ;1,\,`,1`,1`1\��1‘\ • �; 2. PT. 'A' MUST BE 6 MIN. HIGHER THAN ''' ' A SEDIMENT 0,` . C.�•1414, ?��,::����u���;� �► ....,......,.;.....,,.•.4-.---.-z,,-.......„-.:..-,. ..,--.„.:,--.—._„.-.-.,---.--.-..-.-..--,. _ .._ . PT. ,,r-.„-..;';. E MESH WIT WATER 1. . ---._ ... , ,„.. -•' _ FILTERED WATER FILTERED =- -_1414__- _ FILTER FABR I C ON TOP SECT I ON A ,SECTION (1-31 S__ T I • A ,D ITCH INLET, NOTE. L..../ FILTER FABRIC MAY BE DELETED AT DIRECTION OF R.E. 3 (T'\ TYI CAL INLET PROT CT I ON DETAIL 2 TYP 1 CAL B 10-BAG SED 1 M EN T B ARR 1 E f t P _ • _ l u _ j k •• AL A MI RD NI L. . NTS -- NTS -` (FOR USE I N PAVED AREAS ONLY) S — DROP INLET STITCHED LOOPS BALED HAY OR STRAW W I TH GRATE OVER 2"x 2 POSTS F I LTER FABR I C MATER I AL —DEPTH VARIES: 11 11 1 36” WIDE ROLLS COMPOST BARRIER FILTER 6” I N NAT I VE o o STAKES (2 X 2 X 3 ) FABR I C - 1-i— r r ! t(2 MATER I AL 12 I N COMPACTED F I LL • �� - � � COMPOST BARRIER � w► 111 tt1 I.t,111[!111.11 weg!! 1.111.;f 111. k 4 141 1 mitt �:��'` \�!► �` APPROX 15 x 3 \�,\`` \\\\ti\��'�,,�.►��,```i \\ . ?/1 //t//1 // itilNOTE. 1 — m STAKED HAY BALES MAY . . t11;� _— _`� +.� o ,^ \ '\ \-- 1�+'r i, •1`"A1�,Cr lIH!!11 — tiZllipz►l;lgt 'LYJ Lfr V/ � ,,��� 81, `i \kt REPLACE THE FILTER FABRIC iI�ii , � „���s= I •` ." .. ,. 1414 d.:'XD X1111 - L �n ""■" � \ ,` I NLET BARR I ER I N UN I MPROVED 4,,,,k, - 1`N, `�`�`t ,\,`�y 1! ( AREAS. )) ) 61 _ 31+/- ( � ( / ) f SPACING to I / / ) (/ ) ( / ) (/ ) _2 -- 2"x2 x31 PEGS EACH BALE ) 4 / )_:i FILTER FABRIC /� /� (1)17— FRONT VIEW, SECTION, SPACING AS CENTER OF SWALE OR D I TCH SHOWN ON PLANS STAKES NOTES: FILTER FABRIC STAPLED ANGLE BOTH ENDS OF FILTER FABRIC TO STAKES FENCE TO ENSURE SOIL I S TRAPPED I I . INSTALL POSTS AND FABR I C 7 t� . + ; , `� � � 4 ,� ,�,; � ,�� � SUCH THAT FABRIC I S TAUT Ili �'i 0,.u,�,��:�1.;'. �:;1\\\ \�'.-- BETWEEN POSTS AND T I GHT • I • l t��1�'�1,`;{�I{V li► ` ` " `�',,;�„�•;�, ` - ---~--� — — _ -- -�' AGA I NST GROUND FOR ENT I RE 1+ y !;.ION r;,�.,. ,1 tV'∎11111111,1 , ": �_ .,' v LENGTH. 1,,,\� y�, , . RUNOFF WATER �� �� ''''.:20:t� '`��� ��` ` 11';4 in,r�,, ,l�.t►.��,►it�i11,-•�� N �� • I '�A`ws � `�!�;�'I►`,�";a ti W 1 TH SEDIMENT FILTERED WATER to �;_ 2. ADD COMPOST BARRIER TO 74• 4" MIN. EMBEDMENT UPHILL SIDE OF FENCE. , , ,110 +``.,,,h .,N t� a,,, \ ri•� COMPOS _•� �� �� ' ` �1 ;`,t.;k: �'� c' D a o ■��� INTERLOCK BARRIER 11 11,��\` �� O c� v ca 2 x 2 POSTS 3. POSTS ARE 2 x 2 FIR, �\\ . 1 �, 0 PINE OR STEEL. 4 'w14 ��+�'!'��`�►�1+��`�i BALES TO OVERLAP AT BASE �Q 0 DO o v AND JO I N ► ' �' ` 4 M EMBEDMENT - . v• •7, 4. ST I TCHED LOOPS TO FACE 5 BUR I ED F I LTER FABR I C •d- DOWNH I LL S I DE OF FENCE. PROF I LE (M I N. 6" DEPTH) TOP VIEW L COMPOST AS SPECIFIED 5. C•M� z IN SECTION 02276 1.. TYPICALHAYBALEDITCHSIMENTJBARRIER 4 ' ' ' ; ' 1 i1 1 , 6 N. 1414 .► .► • 1 \ • 1414 ► �. L. NTS — TS — — `.x,1!1/ N...../ '\...1/ r; C r TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I MET DESIGNED DATE <- CAPITAL PROJECTS DIRECTIVE DRAWING (. DRAWN DATE AND CIVIL FACILITIES DIVISION S I TE DETA I LS CHECKED DATE 710 N.E. HOLLADAY STREET EROS I ON CONTROL C PORTLAND, OREGON 97232 ,,c L _NO. DATE BY APPD. REVISIONS APPROVED DATE SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: v AS NOTED CTM303 sa a CHK. r r' A • B • C • D • E • F • G • H 100' 50' 0 100' 200' 16' 8' 0' 16' 32'Irl 'it TM-SC 100 TM-SC 1 16 I r 1 TMNARROW SCALE: 1 " = 100' SCALE: 1/16" = 1'-0" X X X , , X + 200' 100' 0 200' 400' $ 4 0 8 16 X X X+ X X A X R TM-SC200 TM-SCI 8 " - TMSECU x Q < X `5 P N !- �'�' � SCALE: I " 200' SCALE: 1/8" = 1 -0 X t!) X HALF 0 W W 0 SIZE TM-HALF 300' 150' 0 300' 600' 4' 2' 0' 4' 8' • Z Z 0 CD 'P' o TM-SC300 TM-SCI 4 IIMIMIIIIIIIIIIII 0 ..j t� '°RODUO� W SCALE: 1 " = 300' SCALE: 1/4" = 1'-0" R ,,� _ = w TMSECR W U (,,,) , 4' \* **Pifi �'"' I-- 400' 200' 0 400' 800' 2 1' 0' 2' 4 < < M TM-SC400 TM-SC 12 SCALE: I " = 400' SCALE: 1/2" = 1'-0" 2 TMSTAML TMSTAMR , 500' 250' 0' 500' 1000' 6 0 1 2' 44) PREL I MINARY TM-SC500 TM-SC I TMSECL�- TM-PRE - CONTENTS SCALE: 1" = 500' SCALE: 1" = 1'-0" NT' SUBJECT TO CHANGE 600' 300' 0 600' 1200' 10' 5' 0' 10' 20' X X DATE: XX-XX-XX x x TM-SC600 IIIIIIIIMIIIIMNIIIIi TM-SCI 0 • X X SCALE: I " = 600' SCALE: 1" = 10' [,) X X TMSECD X X \*411, X X ' 20' 10' 0' 20' 40' 0 0 DETAIL AND SECTION TITLES $aa 400' 0 $o0� 1600'fioa TM--SC800 TM-SC20 11111111"111111111111111111 0 0 SCALE: 1" = 20' WHEN F I LL I NG 1 N THE T I TLE FOR DETA I L SCALE: ! = 800 W W AND SECTION BLOCKS USE THE AUTOCAD TMSECEND W W UNDERL I NE AND ADD SPACES AT THE 1 000' 500' 0 1 000' 2000' 25' 0' 25' 50' 3 END TO MOVE 1 T AWAY FROM THE C I RCLE. TM SC 1 000 111111111111111111111111 TM-SC25 25' SCALE: I " = 1 000' SCALE: 1 = 25 T I TM-SEC TM-MLL TM-MLR SCALE 4 = I -0 -- 30' 15' 0 30' 60' TM-SC30 X SCALE: I " = 30' • X X ,PETA I rTh TM-DET ALL SHEET FILES ARE TO HAVE A V I EW SAVED X X SCALE: 1 " = 1 '-0" - AS 'PLOT" AT COORD I NATES 0,0 34,22 40' 20' 0' 40' 80' X X ALL PLOTTING WILL BE DONE BY THIS VIEW x x (1111 x X TM-SC40 TM-EL I SCALE: 1" = 40' E 0 0 N., ." 0 0 TOP L I NE OF T I TLE 50' 25' 0 50' 100' W W NOTES: TM-NOTE W W BOTTOM L I NE OF T I TLE ('T"\ TM-SC50 4 _ TM-ELE2 t!) SCALE: I " = I '-0" _ TM-DET2L SCALE: ! " = 50' NORTH-MLL NORTH-MLR 60' 30' 0 60' 120' allk TM-ELE3 TM-SC60 NI( A TMSEEDET SCALE: ! " = 60' XXXXXX • 80' 40' 0 80' I60' ,,,, TM34X22 0 (0,0) = PROJECT T I TLE BLOCK TM-SC80 TM-ELE4 I N I T I ALS OF DES I GN TEAM SCALE: I " = 80' N.J., ENTERED BY CONTRACTOR TMT I TLE TMT I TLE TMATT-34 0 (0,0) = T I TLE BLOCK ATTR I BUTE 5 LINES OF TITLE AND ALL DRAW 1NG INFO. xx TM-C I R I 34 TM-C l R2 BLOCK VP ENGINEERS STAMP -- REVISION BLOCK INFO. NOT INCLUDED REG-XXX (XXX = ENGINEERS 5 � , i TM-HEX2 I N I T I ALS) I NSERTED CO 0,0 CAD F I LE NUMBER ENTERED BY THIS NUMBER W I LL BE ISSUED 0 TM-HEXI CONSULTANT/CONTRACTOR LOGOS CONTRACTOR BY TR I -MET AND FILLED 1 N INSERT CO 0,0 BY THE CONTRACTOR Q ff ,,: CONSULTANT CONTRACTOR S THE SHEET NO. BOX TMREV (CAD ENDPOINT) = REVISION BLOCK ATTRIBUTE / W I LL BE F I LLED I N } BY TRI -M •r'; Gry 7 C 6i' RI--COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TRI -MET DESIGNED DATE CAPITAL PROJECTS DIRECTIVE DRAWl G EC DRAWN DATE AND CAD SYMBOLS FACILITIES DIVISION SYMBOLS cL G CHECKED DATE 710 N.E. HOLLADAY STREET OPT 1 ONAL C 0 4-Ib-99 TMREV PORTLAND, OREGON 97232 z`l NO. DATE BY APPD. REVISIONS APPROVED DATE SUBMITTED: I DATE: APPROVED: DATE: SCALE: D' INC NO.: CONTRACT NO.: SHEET NO.: CHK. NOT TO SCALE GTMO10 C 5 it . A • B • C • D • E • F • G • H TmE34x22.dwg ABBREV I AT I ONS -DWGNAME: GNM006.dwgi LOCATION: TRACK AL I GNMENT M I SCELLANEOUS 3 DATE: s::1 2 am H OR I ZONTAL 1 Friday Jan 29 1993 ABUT ABUTMENT EQN EQUATION LAN LOCAL AREA NETWORK R RADIUS j. UPDATE: 0 TOTAL CENTRAL ANGLE OR TOTAL INTERSECTION AFF ABOVE FINISH FLOOR ��13 am ESMT EASEMENT LB(S) POUND(S) RCP REINFORCED CONCRETE PIPE Tuesday 1999 ANGLE ALIGN ALIGNMENT EW EACH WAY LF LINEAR FEET RE MANHOLE RIM ELEVATION PLOT BY: ©c CENTRAL ANGLE OF CIRCULAR CURVE ALUM ALUMINUM EXIST EXISTING LH LEFT HAND REF REFERENCE STATION: 8s SPIRAL ANGLE APP APPROACH EXP EXPANS I ON LP LOW PO I NT RE I NF RE I NFORCE, RE I NFORC I NG, RE I NFORCEMENT AREA AMER I CAN RA I LWAY ENG I NEER I NG ASSOC I AT I ON A.R.E.M.A. AMER I CAN RA I LWAY ENG I NEER I NG & PLOT TIME: EOP EDGE OF PAVEMENT LRT LIGHT RAIL TRANSIT (OR) TRAIN RH RIGHT HAND 3:23 pm Alik CS CURVE TO SPIRAL MAINTENANCE—OF—WAY ASSOCIATION LRV LIGHT RAIL VEHICLE RP RADIUS POINT Jun 522y1999 CWR CONTINUOUS WELDED RAIL ASPH ASPHALT F FAHRENHEIT LS LINE SECTION RPM REFLECTIVE PAVEMENT MARKER D DEGREE OF CURVE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS FABX FIRE ALARM BOX LT LEFT RR RAILROAD Ea ACTUAL SUPERELEVAT I ON IN INCHES ATS AUTOMATIC TRAIN STOP FB FLAT BAR LTG LIGHTING RSC RIGID STEEL CONDUIT Es EXTERNAL DISTANCE OF SPIRAL CURVE AVE AVENUE FC FIBER CONDUIT RT RIGHT Eu SUPERELEVAT I ON UNBALANCED IN INCHES A.W.S. AMERICAN WELDING SOCIETY FD FLOOR DRAIN M METER RTU REMOTE TERMINAL UN I T EB EASTBOUND FF FINISH FLOOR MAT'L MATERIAL ROW R I GHT OF WAY FWR F I ELD WELDED RA I L FH F I RE HYDRANT MAX MAXIMUM HF HEEL OF FROG BCR BEGIN CURB RETURN FIN FINISH MCA MINIMUM CIRCUIT AMPS SA SANITARY SEWER K DISTANCE, TS or ST TO SPIRAL OFFSET POINT BEG BEGIN FL or E FLOW LINE MCB MAIN CIRCUIT BREAKER SB SOUTHBOUND 2 Lc TOTAL LENGTH OF CIRCULAR CURVE BIT BITUMINOUS FLA FULL LOAD AMPS MDP MAIN DISTRIBUTION PANEL SC SECURITY CONTROLLER Ls TOTAL LENGTH OF SPIRAL BK BACK FLUOR FLUORESCENT MH MANHOLE SCADA SUPERVISORY CONTROL AND DATA ACQUISITION Lsl TOTAL LENGTH OF SPIRAL DOWNSTAT I ON BL BASELINE, BIKE LANE FR FRAME ME MATCH EXISTING SDP SUB—DISTRIBUTION PANEL Ls2 TOTAL LENGTH OF SPIRAL UPSTAT I ON BLDG BUILDING FR FRAME MIN MINIMUM SECT SECTION LC LONG CHORD BLVD BOULEVARD FRWY FREEWAY M I SC MISCELLANEOUS SHT SHEET LT SPIRAL LONG TANGENT BM BENCHMARK FS FAR SIDE MK MARK SL SLOPE OTM OTHER TRACK MATERIAL BOT BOTTOM FT FOOT or FEET MLO MAIN LUGS ONLY SM STEAM p SP RAL OFFSET BRG BEARING Fc ALLOWABLE CONCRETE COMPRESSIVE STRESS MO MASONRY OPENING SOG SLAB ON GRADE PC PO NT OF CURVATURE BS BRASS SCREW F`c 28 DAY CONCRETE STRENGTH MON MONUMENT SP STEEL PIPE PCC PO NT OF COMPOUND CURVATURE BSMT BASEMENT FTG FOOTING MPH MILES PER HOUR SPA SPACES • PF PO NT OF FROG BB BACK TO BACK FC FACE OF CURB ST STORM SEWER P I PO NT OF INTERSECTION BC BACK OF CURB FF FACE TO FACE ST STREET P I -8T PO NT OF INTERSECTION OF #8 TURNOUT BL BUILDING LINE N NORTH STD STANDARD POC PO NT ON CURVE NB NORTHBOUND STL STEEL POS PO NT ON SPIRAL G GAS NC NORMALLY CLOSED STP SHIELDED TWISTED PAIR POT PO NT ON TANGENT C CONDUIT GA GAUGE NF NEAR FACE STS— I SYNCHRONOUS TRANSMISSION SYSTEM (SONET) PRC PO NT OF REVERSE CURVE CB CATCH BASIN OR CIRCUIT BREAKER GALS GALLONS N I C NOT IN CONTRACT SW SWITCH PS PO NT OF SWITCH CBD CENTRAL BUSINESS DISTRICT GALV GALVANIZED NL NIGHT LIGHT CIRCUIT SYM SYMMETRICAL PT PO NT OF CHANGE FROM CIRCULAR CURVE TO TANGENT CCC CENTRAL CONTROL CENTER GE GRATE ELEVATION NMC NON—METALLIC CONDUIT q TANGENT DISTANCE FROM TS or ST TO PC or PT CCS CENTRAL CONTROL SYSTEM GEC ! GROUND FAULT CIRCUIT INTERRUPTER NO NUMBER OR NORMALLY OPEN T/ TOP 3 R RADIUS CCTV CLOSED CIRCUIT TELEVISION GF I GROUND FAULT INTERRUPTER NS NEAR SIDE T & B TOP & BOTTOM RRS RAILROAD SPIKE CE CURB EXPOSURE GM GAS METER NTS NOT TO SCALE TB TERMINAL BLOCK St SHORT TANGENT SPIRAL CF CUBIC FEET GRC GALVANIZED RIGID CONDUIT NTSC NATIONAL TELEVISION STANDARDS COMMITTEE TBM TEMPORARY BENCHMARK SC SPIRAL TO CURVE CI CURB GUTTER INLET GSC GALVANIZED STEEL CONDUIT TC TOP OF CURB/TRAIN CONTROLLER ST SPIRAL TO TANGENT C I P CAST IRON PIPE OR CAST IN PLACE T/CAP TOP OF CAP STA STATION C I P(L) CAST IRON CEMENT LINED PIPE OC ON CENTER TES TRACTION ELECTRIFICATION S—S SPIRAL TO SPIRAL CJ CONTROL JOINT HM HOLLOW METAL OCS OVERHEAD CATENARY SYSTEM TL TRAVEL LANE T LENGTH OF TANGENT CL or Q. CENTERLINE HOR I Z HORIZONTAL OD OUTSIDE DIAMETER TP TEST PIT Tc TANGENT LENGTH OF CIRCULAR CURVE CLR CLEAR, CLEARANCE HP HORSEPOWER ODOT OREGON DEPARTMENT OF TRANSPORTATION TM TR I MET Is TANGENT DISTANCE FROM TS or ST TO PI CMP CORRUGATED METAL PIPE HPS HIGH PRESSURE SODIUM OLAY OVERLAY T/TIE TOP OF TIE • TF TRACKFEET CMU CONCRETE MASONRY UNIT HPT HIGH POINT OPP OPPOSITE TTB TELEPHONE TERMINAL BOARD TO TURNOUT CND CONDUIT HS HIGH STRENGTH TTC TELEPHONE TERMINAL CABINET TRK TRACK CONC CONCRETE HV HIGH VOLTAGE TVM TICKET VENDING MACHINE TS TANGENT TO SPIRAL CO CLEANOUT HZ HERTZ PA PUBLIC ADDRESS TVSS TRANSIENT VOLTAGE SURGE SUPRESSOR TWC TRAIN TO WAYSIDE COMMUNICATIONS CONT CONTINUOUS PCC POINT OF COMPOUND CURVE TW TOP OF WALL T/R TOP OF RAIL CONST CONSTRUCTION P.C.C. PORTLAND CEMENT CONCRETE TWC TRAIN TO WAYSIDE COMM. SYSTEM Vd DESIGN SPEED CONST JT CONSTRUCTION JOINT D NS I DE DIAMETER PCL PRIMARY CONTROL LINE TYP TYPICAL WB WESTBOUND COP CITY OF PORTLAND E NVERT ELEVATION PE PHOTO ELECTRIC CELL Xs TANGENT DISTANCE FROM TS or ST TO SC or CS CORR CORRUGATED G SOLATED GROUND PED PEDESTRIAN UD UNDERDRA I N X I NG CROSSING CP CONCRETE PIPE J NSULATED JOINT PERF PERFORATED UG UNDERDGROUND 4 X—OVER CROSSOVER CSP CONCRETE SEWER PIPE N NCHES PF POWER FACTOR UNO UNLESS NOTED OTHERWISE Ys TANGENT OFFSET AT SC or CS CT CURRENT TRANSFORMER NV NVERT PGE PORTLAND GENERAL ELECTRIC UPS UN I NTERRUPT I BLE POWER SUPPLY CTB CEMENT TREATED BASE P RON PIPE PGL PROFILE GRADE LINE USC&GS UN I TES STATES COASTAL & GEODETIC SURVEY VERT 1 CAL CTS CABLE TRANSMISSION SYSTEM R RON ROD R PLATE OR PROPERTY LINE USW U.S. WEST CU COPPER RG RRIGATION PNL PANEL BOARD BVC BEGIN VERTICAL CURVE CU FT CUBIC FEET TC NTERFACE TERMINAL CABINET POC POINT ON CURVE V VOLTAGE EVC END VERTICAL CURVE CU IN CUBIC I NCH POT POINT ON TANGENT VA VOLT AMPERES LVC LENGTH OF VERTICAL CURVE CU YD CUBIC YARD PP POWER POLE VAC VACATED MO VERTICAL OFFSET FROM PV I TO POVC JT JOINT PPL PACIFIC POWER & LIGHT VAR VARIABLE POVC POINT ON VERTICAL CURVE DACS DIGITAL ACCESS CROSS—CONNECT SYSTEM PRC POINT OF REVERSE CURVE VCP (ES) VITRIFIED CLAY PIPE (EXTRA STRENGTH) it PVI POINT OF VERTICAL INTERSECTION DBL DOUBLE PRGS PVC RIGID GALVANIZED CONDUIT VERT VERTICAL PVRC POINT OF REVERSE VERTICAL CURVE DI DROP INLET K K P PSF POUNDS PER SQUARE FOOT VC VERTICAL CURVE D I A DIAMETER KF K P—FOOT PSI POUNDS PER SQUARE I NCH W WATER OR WATTS IA I SCELLANEOUS DWY DRIVEWAY KLF K PS PER LINEAR FOOT P.T. PRESSURE TREATED WB WESTBOUND DWG DRAWING KSF K PS PER SQUARE FOOT PVC POLYVINYL CHLORIDE WHSE WAREHOUSE 48—SM 48 FIBER SINGLE MODE FIBER—OPTIC CABLE KV K LOVOLT PVMT PAVEMENT WM WATER METER AAR ASSOCIATION OF AMERICAN RAILROADS EA EACH KVA K LOVOLT AMP PWR POWER WP WORK POINT OR WEATHERPROOF ABS AUTOMATIC BLOCK SIGNAL EB EASTBOUND KVAR K LOVOLT AMPS REACTIVE WU WESTERN UNION A.C. ASPHALTIC CONCRETE OR ALTERNATING CURRENT ECR END CURB RETURN KW K LOWATT W/ WITH AASHTO AMERICAN ASSOC OF HIGHWAY TRANS OFFICIALS EF EACH FACE KWH K LOWATT HOUR QT QUART W/0 WITHOUT AGG AGGREGATE EJ EXPANSION JOINT il_ EL ELEVATION QTY QUANTITY AGG B AGGREGATE BASE X I NG CROSSING AGG SB AGGREGATE SUB—BASE EMERG EMERGENCY XFMR TRANSFORMER AHD AHEAD EMT ELECTRIC METALLIC TUBING X--OVER CROSS—OVER CP CP ALT ALTERNATE EPO EMERGENCY POWER OFF EQ EQUAL BAL TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON , _ �T - TR I MET DESIGNED DATE BAL CAPITAL PROJECTS D I RECT I VE DRAW I NG T DRAWN DATE AND ABBREVIATIONS FACILITIES DIVISION CHECKED DATE 710 N.E. HOLLADAY STREET PORTLAND, OREGON 97232 NO. DATE BY APPD. REVISIONS APPROVED DATE SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: a CHK. NTS GTMO 1 1 C (C A • B • C • D • E • F • C • 1 DETA I L AND SECT I ON DES I GNAT I ON DETAIL DESIGNATION Aft (NUMBER) ****** DRAW I NG NUMBER ON WH I CH • DETAIL APPEARS te•Th DETAIL DESIGNATION DETAIL I (NUMBER) SCALE: I "= I '-0" DETA I LS 2 44\ SECTION DESIGNATION (LETTER) ,****** DRAW I NC NUMBER ON WH I CH SECTION APPEARS SECTION DESIGNATION • SECT I ON (-Al) (LETTER) SCALE: I "=2O' ,******* DRAWING NUMBER ON WHICH SECTION IS TAKEN SECTIONS 3 dePROJECT STANDARD NORTH ARROW • 10' 5' 0' 10' 20' PROJECT STANDARD BAR SCALE SCALE: 1 " = 10' 4 • 5 645 TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I -MET DESIGNED DATE DIRECTIVE DRAW I NG L, CAPITAL PROJECTS DRAWN DATE AND STANDARD SYMBOLS AND NOTES CL T R I (4) MET FACILITIES DIVISION r crf CHECKED DATE 710 N.E. HOLLADAY STREET PORTLAND, OREGON 97232 DATE NO. DATE BY APPD. REVISIONS APPROVED DA SUBMITTED: I DATE: APPROVED: DATE: — "" .""m" SCALE: I DRAWING NO.: CONTRACT NO.: SHEET NO.: CHK. NTS GTMO I 2 CC tr A • B • C • D • E • F • G • H SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1 VEGETATION SANITARY SEWER ELECTRIC PMH � CONIFEROUS (GENERAL BLOCK FORMAT) SMH ® PRCAST DENOTES EX I ST. ELECTRIC MANHOLE SIZE 48" PRECAST DENOTES EX I ST. SANITARY SEWER MANHOLE RIM ###•## RIM ###•## TOP OF CONDU I T ###•# * CED DENOTES EX I ST. CEDAR TREE . 8" PVC OUT (N) = ###•#' 8" PVC IN (S) = ###•#' EijB DENOTES EXIST. ELECTRIC JUNCTION BOX E CONE DENOTES EXIST. CON TREE • SCO DENOTES EXIST. SANITARY SEWER CLEANOUT -0- DENOTES EXIST. UTILITY POLE o R I M =###•0 � m, 8 PVC OUT (S) = ###•# DENOTES EXIST. UTILITY SERVICE POLE * FIR DENOTES EXIST. FIR TREE -- DENOTES EX I ST. U/G SANITARY SEWER C 0 DENOTES EX I ST. UTILITY GUY POLE C DENOTES EXIST. UTILITY GUY WIRE ANCHOR * HM DENOTES EXIST. HEMLOCK TREE STORM DRAINAGE 0 DENOTES EX I ST. LIGHT / YARD POLE 2 DMH -0- --It- DENOTES EXIST. UTILITY POLE WITH LIGHT * PINE DENOTES EXIST. PINE TREE ioi 48" PRECAST DENOTES EX I ST. STORM DRAINAGE MANHOLE RIM ###.## DENOTES EXIST. UTILITY POLE WITH 2 LIGHTS *-o-* RDWD DENOTES EXIST. REDWOOD TREE 8� CONC. OUT N ###.# �� DENOTES EXIST. UTILITY POLE WITH DROP 8 CONC. INS ###•# dM DENOTES EXIST. ELECTRIC METER DCO BRIM DENOTES EXIST. STORM DRAINAGE CLEANOUT 4:2" DENOTES EX I ST. C.O.P. STYLE * SPR DENOTES EX I ST. SPRUCE TREE 8" ###•# ORNAMENTAL STREETLIGHT • 8 PVC OUT N ###•# - - DENOTES EX I ST. U/G ELECTRIC LINE )(.._. YEW DENOTES EX I ST. YEW TREE „Tu DENOTES EXIST. STORM DRAINAGE INLET NATURAL GAS 0 DENOTES EXIST. SHRUB / BRUSH GIEll DENOTES EX I ST. STORM DRAINAGE CATCH BASIN „ DENOTES EXIST. GAS VALVE _ BD DENOTES EX I ST. STORM DRAINAGE AREA DRAIN ti DENOTES EX I ST. GAS BLOW OFF DENOTES EX I ST. VEGETATION / DR I P LINE 3 2. DENOTES EX I ST. GAS BURIED CABLE MARKER r� DECIDUOUS aD DENOTES EX I ST. STORM DRAINAGE DENOTES EX I ST. GAS RISER / ANODE �� SIZE (GENERAL BLOCK FORMAT) INLET ROUND AREA DRAIN 0 DENOTES EX I ST. GAS METER *I A DENOTES EX I ST. ALDER TREE CAST- I N-PLACE 0 DENOTES EX I ST. GAS KEY / PR I VATE SHUT-OFF er f ASH DENOTES EX I ST. ASH TREE FL ELEV R I M ELEV ###### (Ex IST. I NLET TEXT) s -----. ---- DENOTES EXIST. U/G GAS LINE 8" PVC OUT N ###•# TELEPHONE tor B I RCH DENOTES EX I ST. BIRCH TREE • 8" PVC INS ###.# 0 DENOTES EXIST. TELEPHONE MANHOLE ti, CTWD DENOTES EXIST. COTTONWOOD TREE CB CAST- IN-PLACE (EX I ST. CATCH BASIN TEXT) m DENOTES EX I ST. TELEPHONE RISER er DEC RIM ###•## -OT DENOTES EXIST. TELEPHONE POLE DENOTES EXIST. DECIDUOUS TREE 8° PVC OUT N ###•# _- - _ _ DENOTES EX I ST. U/G TELEPHONE LINE r� DGWD 8" PVC INS ###•# � DENOTES EX I ST. DOGWOOD TREE 4 - --- DENOTES EXIST. U/G STORM DRA i NAGE LINE CABLE TELEV i S I ON tor ELM DENOTES EXIST. ELM TREE WATER o DENOTES EX I ST. CABLE RISER WMH DENOTES EX I ST. U/G CABLE TV LINE tt HW DENOTES EX I ST. HAWTHORNE TREE 54" PRECAST DENOTES EX I ST. WATER MANHOLE TRAFFIC r� HOL RIM ###•## �� DENOTES EXIST. HOLLY TREE TOP OF PIPE ###•# '6- DENOTES EXIST. TRAFFIC LIGHT D4 DENOTES EXIST. WATER VALVE �O ' DENOTES EXIST. TRAFFIC LIGHT POLE itir MAD DENOTES EX I ST. MADRONA TREE • ? DENOTES EX I ST. WATER BLOW-OFF C1--___' DENOTES EX I ST. TRAFFIC LIGHT POLE WITH LIGHT ti' M DENOTES EXIST. MAPLE TREE 2 DENOTES EXIST. WATER FIRE HYDRANT 6-1 DENOTES EXIST. U/G TRAFFIC LINE '1)- DENOTES EX I ST. WATER STAND PIPE DENOTES EX I ST. U/G TRAFFIC LINE or OAK DENOTES EX I ST. OAK TREE DENOTES EXIST. WATER FIRE DETECTION CONTROL PLAN IMETRIC tor WN DENOTES EXIST. WALNUT TREE -e- DENOTES EXIST. OIL TANK FILL CAP EB DENOTES EXIST. WATER METER �- DENOTES EXIST. SIGN tor WIL DENOTES EXIST. WILLOW TREE 5 • DENOTES EXIST. BOLLARD 0 DENOTES EXIST. WATER WELL � DENOTES EXIST. SINGLE HEAD PARKING METER irk EVER DENOTES EXIST. EVERGREEN TREE E :ea DENOTES EXIST. DOUBLE HEAD PARKING METER m DENOTES EX I ST. 1 RR I GAT I ON CONTROL VALVE 0 DENOTES EXIST. MAIL BOX r� FRT DENOTES EXIST. FRUIT TREE 4 DENOTES EXIST. IRRIGATION SPRINKLER HEAD -<)-- DENOTES EXIST. TEST PIT �� DENOTES EX I ST. U/G WATER LINE -+- DENOTES EX I ST. MONITORING WELL 0, ORN DENOTES EX I ST. ORNAMENTAL TREE IMINININIIIIIMMININNA i DESIGNED DATE TRI—COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I -MET CAPITAL PROJECTS D I RECT I VE DRAWING c -� DRAWN DATE AND BASE MAP LEGEND ,_(3 R I g M E T FACILITIES DIVISION CHECKED DATE 710 N.E. HOLLADAY STREET i PORTLAND, OREGON 97232 :! NO. DATE BY APPD. REVISIONS APPROVED DATE SUBMITTED: I DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: L CHK. NOT TO SCALE GTM013 v . A • B • C • D • E • F • G • H 1 EQ. Q- EQ. TREE T I ES PER SPECS 40444 j) STRAP-TYPE RUBBER T I RE • IN litOrt "GROW-STRA I GHT" TREE T I ES NOTE: SECURE TREE W I TH STRAP-TYPE RUBBER T I RE XREF'S v yt """/ (6.1 (NO W I RE AROUND TRUNK ALLOWED) I a 4 i 3 GUYS AT 45 DEGREES. "GROW-STRA 1 GHT" TREE T I ES RESOLVED ..?......, oW......:"4 (NO W I RE AROUND TRUNK ALLOWED) 014 o, ---4„ lilt, fofix,5:<- TM34X22 146, d"" impp . 2" D I A. WOODEN STAKE ,,,\I firr, REFER TO TREE STAK 1 NG 4t 3/1 6" GLAV. STEEL M I N. 5-STRAND UNRESOLVED - 8L-0" LENGTH, 2 PER TREE _ )0!.. ,..-1,f.--- Allik - AND PLANT 1 NG I NFORMAT I ON -silk.- BRA I DED CABLE. LTSCALE: 1.00 C\i " ROOTBALL CROWN TO BE FLUSH CONSTRUCT -- GALV. DUCKB I LL - SEE SPECS. "____ LuLd 1- W 1 TH FINISH GRADE PLANTING (VAR I ES) 41JI i I Irit-'. w z SO I L SAUCER -FOR TREE 4-9.1(...Aht I /2" D I A. X 1 2" LENGTH WH I TE 1- 0 EXISTING SLOPE NIOSA41164. LESS THAN 1 5' Z - 2" MULCH MIN.N. PER SPECS L , I ' MIN] PVC P I PE FLAG. 2 - I.L. LI-1 o 1 2" PLANT 1 NG SO 1 L PER SPECS. BLEND INTO HT, PLACE AT -1411044 1 fil kW", EXISTING 1 1.111 I /2 HT OF -4.01111140*- I 8" 2X2 DOUGLAS F I R STAKE (MAX. 2" ABOVE F I N I SH GRADE) Elm SLOPE ■ 4,160 * TREE. ,4104-tierr = - ,/ 1-- SCAR I FY S I DES AND BOTTOM OF P I T PR I OR TO 41 iiP1 - 2" MULCH PER SPEC -FOR TREE I .._1 'Tr Nr)- ' `e.w.111 TREE PLACEMENT AND BACKF I LL I NG i ---- AO= ,1111 / 2" MULCH PER SPEC L.L.I Li.... _..1 I* 04111111Pii - ,..41/ ,iil=11 GREATER THAN a o < II: HO■miiivishr. IT ..gr, ---.---=:\ — _ ,_ dr-wit REFER TO TREE PLANT I NG /.- 4---..,...- ,•,/, m &71.'4" *-":"-W4--H-; I 5' HT.- I /3 HT ROOTBALL CROWN TO BE FLUSH x • 1- ...., ...,s 4* or,.\?,mil i= REMOVE BURLAP 8c TW I NE/W I RE FROM TOP I /3 Azia = = -7•4.-.....-----„,„Ilia- --..-II (NI z o Li.„„re.44:411-se,.. 1 1 1 .7,11 r- = raith &41iimirto#T DETA I L FOR ROOTBALL, OF TREE. I= if °'. 4.14= WITH FIN ISH GRADE N' ' ° =(\i Editi=Z4Z-&-i=1 7 OF ROOTBALL ON TREES 5" CAL. AND UNDER. FOR EXCAVAT I ON, AND ID z-1,----A-41,1ttt-4.-,:& REMOVE BURLAP & TW I NE FROM ct LARGER SPEC I MEN TREES, LEAVE BASKET 1 NTACT -IP=41,3?- itramilli41*'NAIL __ 1=I s ,&:11-= =If= v\ 11111110,\ 4=II- PLANT I NG AMENDMENT TOP OF ROOTBALL - :llrz"-it';-zi —=9-.Hr • 7II=11A114114:11arl 16.4 tIE11*11=-41F.--I - 1.= COMPACTED PLANTING SOIL i0F111. I* -I- li-pWN i 1 =If INFORMATION -.1 m---- 1 ''.:7511--:f1114:1:11:1!;712 i: 1 I COMPACTED PLANTING SOIL M I X PER SPEC ‘,-; -11=1 I PR'i . PER SPEC. I-I 2 X WIDTH 1 1 OF ROOTBALL 2X WIDTH OF ROOTBALL TR 4;,. bk. 1 ..1. l. I I. AlAll kTik ANL TREE PLANT I NG ON SLOPE rgia CON I FEE THE PLANT] NG ri" ) NTS -- NTS -- NTS N*%......" \....../ N...., 3 NOTES: I . STAKING INFORMATION 1 S FOR STANDARD FORM - TREES 3" CAL. AND UNDER, UNLESS SPECIFIED OTHERW I SE. 2. WHEN I NSTALLED AS A STREET TREE, COORDINATE ALL TREE PLANTING DETAILS WITH ALL APPLICABLE JURISDICTIONAL REQUIREMENTS. SPECIFICALLY RESEARCH AND • INCLUDE INSTALLATION OF ROOT BARRIERS TO PROTECT PAVING AND UTILITIES FROM STREET TREE ROOT DAMAGE, AS REQUIRED BY JURISDICTIONS. 4 E • , 5 E :; , CC rs 6 . _ g5 TRI—COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I MET Fi- i DESIGNED DATE DIRECTIVE DRAW I NG E CAPITAL PROJECTS ,- DRAWN DATE c AND LANDSCAPING TRI g MET FACILITIES DIVISION PLANT I NG DETA I LS - CHECKED DATE 710 N.E. HOLLADAY STREET PORTLAND, OREGON 97232 '7-,-(- NO. DATE BY APPD. REVISIONS APPROVED DATE SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: CHK. _ NTS LTM30 I :--''' A • B • C • D • E • F • G • H 1 2" MULCH - PER SPEC FINISH GRADE ■4kii/k4ti .-c PLANT SET ■iNgiOti .;, ORIGINAL GRADE ,ON 004 Ilakm g IltA Oriffi," , 2" MULCH PER SPEC AT ORIGINAL -:,\Ti■ ' 4.figrit„/ F I N I SH GRADE MA I NTA I N MULCH I " BELOW TOP $t ,, offr DEPTH 6„ _...1 "."-z;i . filir# . OF ADJACENT SURFACES ALLOW FOR ....:. II, ,..61 F I N I SH GRADE .._ . ___,,,,fr,,,0 SETTLEMENT Apr we 1 MAX. 6” M I N. AROUND 4. .1 ova" PLANT I NG SO 1 L PER SPEC. SAUCER BU I LT .....0.-"›,.. _ , , iz_.,,,,,z 411 441111''''''' SLOPE , ', PAV I NG, CURB, OR WALK ROOTBALL ON LOW S I DE i- 2" ,, ir-TTL 2 ' al :-:: ':::1, 3% I‘A 114' 3Z, A4 WI /N. allik . ,-.,, .,,., toA'#:- ' - 4 BLEND INTO ,inaDik.. .,) •''' ...,o,0-;::+,,,i7.7--2" COMPOSTED MULCH 11111111111111Mr4-•-, -, IIIIIIIIIIMP_711111pIliii ,,,,- *----------.A ,- ,T1,,}.1r..,--7:: , ,:'--:V:::aga.-/ !!"- 4 OFfj 1 1:=::::,-,; PLANT I NG BACKF I LL ..,,,,.., REMOVE PLANT FROM CONTAINER NER EX I ST I NG , , , -...:0; :,‘':N,:,:-,:q'..,y.:,,,,,,y, 4-- - :-_---: 40 -.A.-- _?,i ,,,,,,,,i ,,,...r,,/.zt,, ,,::24,0,4-A ::,., ,,, ,.,,,.,,4 --- i-'-'-tc;i r71' \ " lA'.1,4':,'t'; 7\\44?'::,, OR REMOVE TW I NE AND BURLAP 1 -n, , , ,,i;,,,,;,4,:,,,•-f,':.,,,;N ''i'n::,.:'-a-- XREF'S I 1 /2 X DEP TH ---------,_ if 411-i:,-,;1. `,Arelo \N/i._;:2:,-;.- SLOPE I,,,,:,„; :::;;:',1 ', ,,/,::,10;;,;: ,:','A.::', `Ac■<:.; •44;• * , /\//////\//\//\/ Vx/, - . ..4.4* '*.A. il71 i'''Ll Aellattit.i1111641iii■*401164E:1 . FROM TOP I /2 OF ROOT BALL ..,,,..1--.0.:37i:,:111:.::,,..i.-...."-Aw,„4 ,,,m,,,- „mar .. ii"'.',';'1 :7,:i:.-_ PLANTING LOOSEN S I DES AND RESOLVED - * - - I H1011E11H___-_::_/_ ___ - - - . OF ROOTBALL --q-ri,-g, 02■112■111M1WW112■16. 5--.!--';T' :4:1 in:z:J COMVAIMIFIVAIAVIA.:24:d -'' --,' 1 :1H7“ L7;M:-011A1Magglarl: 7 BOTTOM OF PLANT I NG TM34X22 • -* '- I= Ein-th.=_,--1 E. H.=11H11,411=ifi=j2_ EI-1 : ,, ,,,, .,.. v. 1 .5 X DEPTH OF '.'„'...'ffH*,.;;', “1,, :.-.:: 7,..... •■■..1r4r_Air 71.;_.;;"t '', TOPSOIL PER SPEC ,-.4.-, COMPACTED PLANTING NG SO I L PER P I T PRIOR TO UNRESOLVED .4 *A. I I ITP-1 =I I 1ff /.141E I 1E1 I l="1.7-0= NOTES: --t----m:-----i :-,--- iN--- ', - ROOTBALL ''- nali.":1IT,'--:37-L ,-.?31 :!: : e.u,,,; c, i : ;_ ,, :, Ilk, ,. _ SETTING OF PLANT & LTSCALE: LOC "riffif--",i I I— -=.1 I IF---j ILE:, 1=1 SUBGRADE. SCARIFY 6" DEPTH I . FOR INDIVIDUAL SHRUB , ,, - --:.:-..: ' ,t , , -. .,,,i, . , : : 3„ 'ii SPEC. (TAMP PRIOR TO SETTING '''-,/, -' : ,l'::::::1 ' ‘,„ , ,,, : SHRUB) /'''''' BACKF I LL I NG MINIMUM I F LESS THAN I2 PLANTING PITS TO BE 2X I 2 X DEPTH 1 \ COMPACTED PLANTING TOPSOIL PROVIDED DIAMETER PLUS I I /2X THE LOOSEN SIDES AND BOTTOM SOIL PER SPEC. (TAMP ..? A. 1 .5 X DEPTH NOTES: DEPTH OF THE ROOTBALL. OF ROOTBALL OF PLANT I NG P I T PR I OR TO PR I OR TO SETT I NG EX I ST I NG SUBGRADE OF ROOTBALL 2 I . THE MINIMUM SLOPE FOR PLANTING AREAS I S 3% SETTING OF PLANT & SHRUB) 2. ROOTBALL CROWN TO BE FLUSH BACKF I LL I NG WITH F I N I SH GRADE. PLANT I NG BED GRAD I NO (Th P Ilk k k Adak PLANTING AT SLOPE (3) NO SCALE NO S AL - NO SCALE - \......." \........, ss......, • PLANT CENTER 4t1r4 S 3 t 111 ‘, S i4t,A. 1 I /2 S .... __ ....... - ..._ ,... _ ,.. EDGE OF PLANT BED, CURB WALK, FENCE OR WALL. * S = SPACING ON CENTER (O.C.) AS SHOWN ON PLANS UNLESS SPEC I F I ED OTHERWISE AT INDIVIDUAL BEDS. ' ■ i s A k _ 4 0 SCALE - N.., 4 • .__. 5 , ,.. , , -, , -N-s: c) -c. ,... _ _ 1 DESIGNED DATE i @ TRI- -COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I -MET - DIRECTIVE DRAW I NG CAPITAL PROJECTS DRAWN DATE AND LANDSCAPING IR ! g mET FACILITIES DIVISION PLANT I NG DETA I LS CHECKED DATE 710 N.E. HOLLADAY STREET -(_ c PORTLAND, OREGON 97232 T3 e NO. DATE BY APPD. REVISIONS APPROVED DATE I SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: c 0 CHK. NTS LTM302 c., .,- . A • B • C • D • E • F • G • H TRACE W I RE I 2 GA. AWG SQL I D COPPER NOTE: TH I S DRAW I NG 1 S D I AGRAMMAT I C. SEE PLATFORM BLUE I NSULAT I ON. 1 2" LOOP M I N 1 MUM ---1 - ARCHITECTURAL DRAW I NGS FOR ACTUAL VAULT LOCATIONS 1 TO TO Lo---- GATE VALVE (L I NE S I ZE) 4" M 1 N. CLR. TYP. ALL S I DES PLATFORM PLATFORM I RR 1 GAT 1 ON MAINLINE TO TREE HOSE B I B • DOUBLE CHECK VALVE (PCV) TYPE AS NECESSARY OTHER CONTROL VALVES -\ SLEEVE/TRACEW I RE CONCRETE OR UN I T PAVERS BACKFLOW PREVENT I ON ASSEMBLY I RR I GAT I ON D A UNDER PAVING SEE PLANS CONCRETE VAULT W/H20 RATED L I D A A LATERALS AS NECESSARY AS NECESSARY --._•-•kx,44- .sitsri: / ,-moliaval74,* - •:v..!4-4.-410-.. ;4A.W. 4-$.•_5,s:'', -/i 4'.''':'1''10,10.4•7•c QUICK COUPLER iii•eiiiii; / -040•••.0....0..04 i .•• INI 3)ail 0°. 0° °O 0° NOTE: THIS DETAIL FOR I NFORMAT 1 ON ONLY • .c.,,, 0..0..0..0. " ., -1. )1es NoSDTE AALLN DBACKFLOW mPERNETVsENOTFOR PER GATEVALVE ......4•1110 ----- —..--, )ao 0 0 0 0 PREVAILING JURISDICTIONS. oft.0•.01..0. 0 1 I ii ': i ..: or' 1`.,:, T )1"0° 0 0 0q ....fie se‘ A _ TO PUBLIC 01**016.0.*the;."- se se se re r 04,- saT., -011W ar "NI, a • I le" aa' ' . 11 ' 1 ; I 0111 ill 111141 -> , P I P I NG TO F I XTURES WATER 0-1 0 A 111/1 //\ V V 90•10•10**0.* 1 i. _ el •11 ,i, —*I '411111 a No•_- BACKFLOW 1 -7' ,ji A. v 41111Ir BOX EXTENS I ON R I NGS AS NECESSARY < M PREVENTOR —iv "P•N„NN_ TO PLATFORM 1\ "I P N ■ HOSE B I B I 2" M I N. 1=1 i ta.. ci, . GALV. STEEL UN I ON EACH S IDE CONTROL VALVES -111 A. v• _ • z e‘ 6 A.yi> ii_ut CONTROLLER __I . , J1 _ — 0 m a. A. ,,. ____ v _....._ ,,, . 1-• CMU SUPPORT BLOCKS (TYP I CAL) 2 GATEVALVE -11=1.° ° v ' •.-...-...-...-...-........................................ . , ..H.H. ii=11., ---"""ml........,--::1 I...I..i'..:."::1...i-i-i"i....:i.::.::..... V : V 747' 8x8x 1 6 CONCRETE BLOCK, 2 PER S IDE M 1 N.(TYP.) u=11..-7----....idm BALL DRAIN VALVE FLO‘=';'•::::"Iiii.-"'-lir— .",„.....-......-'1..1.-1*-..-?-*.-'•?..........-..I.--.:,'*--.•?-1*:..1.-...-....-:::--:::::.•::.**-L'.*:ji."4...71,141191 8" MIN. 3/4" ROUND WASHED GRAVEL .11.11-.-4, 1-11=11.--,•.,•iI..-,-.A..rol.-,n=riy=nr=•n=u=Ti=.Ti=H*Ti=Jr="iii=Ti',.-.;Tl=n=u=g-t.Jtqg-frkro_..hoqk.drtjiaz.=. F I L TER FAB R I C CONCRETE VAULT W/H20 RATED L I D. =11=11=11=n=u=n=or=ll=n=r1=.11.11:711,11- - = - — =11=11- -1- CARSON H 1 730- 1 8, OR APPROVED EQUAL SLEEVE/TRACEW 1 RE SUPPLY P I P I NG (FROM METER) ( I NS IDE D 1M. 2846°X I 5946") UNDER TRACK AS NECESSARY UND 1 STURBED SUBGRADE VER I FY FIT OF ALL EQU I PMENT I ND I CATED 1 NCLUD 1 NG CLEARANCES & UN I ONS TO PLATFORM PLUMB I NG SCHEMATIC (-61 ALLOW REMOVAL NTS • 1 — : A I . F OW PR V . k AL it vi- Y Alk • ■......./ CONTINUOUS SS PIANO N H I NGE, WELDED TO COVER \...... E3 COVER I AND TUBE %." — 2" PVC CARR 1 ER P 1 PE W/SOLVENT WELDED RESTRAINED JOINTS V ... ih" SYNTHETIC RUBBER END CAP #I 2 INSULATED, SOLID COPPER TRACER W I RE, TAPED TO CAS 1 NG vell COVER SHOWN REMOVED NON-METALL I C CAS 1 NG SPACER ,........,- - — MIN SEE SECT I ON 1BI A JOINTS 4" PVC, SCHD 80 CASING ao v Ave- 28: MM AA XX FS RP°A MC I PN GI P E - - '"-----, s__ 7 3/4." STL. "FROST-FREE" 6" III HOSEB I B W/KEY VLV illeir Ifil rel. 421 Fe r°1 Y4"-2" PVC CARRIER PIPE 3 \ PLATFORM milli -.4'.--- PLATFORM RA I L I NG NOT SHOWN 1 RAILING pi NOT SHOWN a .._ 111 HOSEB I B BRACKET /:., .400 .r.wor,.0,1.1,all,■./■4,010,1,./•■•■•■ ,,t!IIIIII)...11 ' , , : NON-METALL 1 C CAS I NG SPACER TAB FOR SECUR I NG COVER W ----1:a. • • II I • C ) 6x6 SS SQUARE PP"! SS NAME PLATE R I VETED TO TUBE ,----- TUBE PLAN \ 4" SCHD. 80 PVC CAS I NG 24" ENGRAVED TO SAY "WATER" I .• HOSEB 1B ENCLOSURE: SQUARE ' 1E11 r'• _ • FABR I CATED FROM 6x6 SQUARE SS TUBE, HOSE B I B WATER L I NE SLEEVE DETAIL r gcar I ON rThA AREA SHOWN REMOVED #4 F I N I SH. W/8x8x1A." BASEPLATE NTS N TS -- TAB TAPPED 4 ft......, METAL/PVC UNION TO RECEIVE 4 ■ or HOSE BIB F' SCREW BRACKET 1A." DRA IN HOLE, irAi % "x5" EXPANS I ON BOLT, 4 PLACES N Alk I EACH S I DE 7 14 - 1 1 1r 4 PLATFORM CONSTRUCT 1 ON VAR I ES CENTERLINE TRACK CENTERLINE TRACK ,...i i i SEE SPECIFIC PLATFORM v THREADED STUD I irn. 0 DRAW 1 NGS FOR DETAILS AND #2. SOLID COPPER TRACER W I RE .- 3 - J _ . • - <, .,._., 4 SQ. HEAD 1:P4. ,••,_, ',- , -,- . _-_,-,- .,„ •-- . , :.-.: •, • ; ..,. -..,-.-:••:..•.:. ., •. ,,,.!...•..._.•••4.4 .. .-. .,,. . 1-4 - . - LIMITS , i TAPED PE, D TO CASING 4 1 . ,, - - 11 : t..41.. '• . l'....: 7-.:4-1 ;.-4,-*'•.4-.4,-• '7.% ■ ' .'••• : -C. t' 1- . :.t -*"--.:-.•..e.:., :-- •'-1:•-•:...-.. ..II::. ' • . .- - , -- , — -, •., . 4. ... „ . : 4 -4 • . A ' . . / - N . ,-...--;:•* :.,.:*-;. ' .+..,:..%,„.;-:,-...:;...: .-. . 4 . • • • * * 4 . . • - 'I. DRIVE N v. 4 . -4--1 ' :- .•.--:•.. :4-:'.:.!:•-•:' '.-*•:`la. :A.,.:it. • ' .4 : - . -.• • . -- . v. .. .- SCREW HEX NUT \ TOP OF TRACK • . . • 11. ,.. . . . . . . 4. 4 • 6 , -- • . -A'' .* - ,. .-•: • ..- 41; #. .1... i i -.'.. .. : -! ' •..' 4 • - 4 ,,,, - . .- — , . . o . N . . •-. . • -,..-.-- • . - , •. 4 ,.. -- - v. N • • . b, . . .4... .. s. 4 - 4 -- • 4 4- 4 CONTINUOUS TRACE WIRE 4 . 4 IT '7"-r- •--' _ ' _ 6 . b, • - . . .. A ta.D. ty - WELD 4 ; - - - . .?..; --...:-.-a. --.. . . ..---;.. ,... i e --/ I h li O.D. SCH. 40. i L ,-_,.,,, - - - , • , , _ , • • ....-,!%::::;-i;,i----4-•-':..- -:,-4--t•4 : .:-..4 . ° .--4- 4.PVC SLEEVE-. • . • - MINIMUM , , '-:-•- ,-----,- r -,, ; _-_,-,_,-,,,i-- . , -,--- ''' - ,•• ' ' , _44 4 • • • - . . .. . ,.. . .. 4 •4 4 . • d .•-:.*;',,*•... : . ,;.• , *::: ',I .47'.':..•• '• -• . -4 : :. .:..: - . 4 . - .. '. 6'-6" TO TOP I 4 OF CAS I NG* ------.... -Zoio*•-. *.;,- . ;Pk,.e,'..., .., ...4, r: .. . . . . '.. 1 " PVC P I PE- :°: ......:„. -••s'•%:..!.-:.- ••-•;-'•-•:-•-•-• -4;.: ••-•••.-. ••- :. .:. • ,,-, -. . . 4. • .b. . - 4 ..1 8" .. • -•-- -• ..- -.; • . . . .• . •.. .-. . 4 • i 4 PVC WATER PIPING . . . 2-.*:'- ,:• ..:- •.: ,,:-..-i■,•-•7; • • • ...CONCRETE PLATFORM i.........-- ..-_-.4•44: -1..;J.,-,..;...-.-:-,..: ...,: :.-. ,4-.-*. . ' . , '.• 4 'A. 4- C. " .' •'. ''•-•4'..‘‘ •: - 4.-' A% .'. . .. . -EDGE ‘e -. . -. 4„. • -"r • :,f:. ` -;.., *:". — - 4 ' • 1 t. - •* *:.-:i-• ..,; 7* . .7''."`I:*.e.-**=.4._-:.-'-4 --_.*,.. -:.f!'.:*: ,..,I:;.!`:...1:..:#.•••4.4: :...• • - . - t. 1......„,,,,- :-....4 i-L.-., ; '7 ..: ';.- ' ,- , - , • ' , ' I / ' , --...----- I2'-6" MIN 4" PVC CASING 121-6" MIN ... -. 3/4" MINUS TRACE WIRE: #12 AWG,' -' '` - -2, _ 2, i ,, ' , , •, -, , ROCK BASE * P I PE COVER MAY BE REDUCED ' , SOLID COPPER BLUE s - s( , , ; - - ' ',‘ I , , , SECT 1 ON - COVER rEI ) INSULATION , _..' ; . , . NTS TO 4'-0" 1 N PAVED TRACK \.......•/ SECTIONS OR WITH PERM I SS I ON 5 P I P I NG TO P.O.C. OF THE ENG I NEER ,,-- .„ __I () • __: ) -,- c ,-- PLATFORM HOSEB I B & ENCLOSURE r WATER CROSS 1 NG BELOW TRACK (47) NTS ,_. (i'\ \.........." NTS \........" T c_. -.--- - 6b DESIGNED DATE TRI-COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON TR I MET DRAWN DATE CAPITAL PROJECTS D I RECT I VE DRAW I NG ,---' MECHANICAL c AND , r, CHECKED • DATE TRI 6) MET FACILITIES DIVISION DETAILS c: ..... 710 N.E. HOLLADAY STREET PORTLAND, OREGON 97232 APPROVED DATE SUBMITTED: DATE: APPROVED: DATE: SCALE: DRAWING NO.: CONTRACT NO.: SHEET NO.: NO. DATE BY APPD. REVISIONS AS SHOWN MTM 100 fl, CHK. . (f-