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PFI2013-00030 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12013-00030 • 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 08/27/2013 Parcel: SEG2653 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: City of Tigard 92nd Ave. Sidewalk Improvements Project Description: Along SW 92nd Ave. between Waverly Dr. and Cook Park,install new curb, sidewalk wall and overlay. Owner: FEES Description Date Amount Erosion Control Only-Eng 08/27/2013 $300.00 PHONE: Contractor: PHONE: FAX: Applicant: ZEN DUTSON 13125 SW HALL BLVD. TIGARD, OR 97223 PHONE: 503-718-2472. Total $300.00 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: Issued By: Kv a/x i Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY RECEIVED C AUG 15 2013 CITY OF TIGARD City of Tigard PLANNING/ENGINEERING 'aA Public Facility Improvement (PFI) Permit General Information: U.1 Ao&2yY 1k, FOR STAFF USE ONLY (� q Property Address/Location(s): ( 7NAve-ve- _ T� Engineering pr ��y ,? Case No.: I" f 1 �13— 000,_7UJ Receipt No.: i l'�6 b Date: O �J *Applicant's Name: Application Accepted By: Address: Revised 7/1/10 City/State: Zip: Primary Contact: REQUIRED SUBMITTAL INFORMATION Phone: Fax: Professional Engineered Plans are required for: Contractor's Name: mat! &444. �'. �Q. � • Street Widening CCB# '$5-3 ti 7 Expiration: 7'30 a )14 • Subdivision Infrastructure Address: 3 q DO crk-r& S r tS t ►C= 6 7LO • Main utility line extension: City/State: d r _ar­ ©� zip: 97 30 0 Storm Drain,Sanitary—"Tigard 0 Water—Tigard Water Service Area Phone: SO 3+ � „ " 0�$A Fax: �rr��' ��a'© (includes Durham,King City and a portion of unincorporated Washington County) Plans By: /Sj W "Note:See Engineered Plan Address: ��� Qf� 5 LJ (n !� C K WY ST19 j .517 Submittal Checklist attached. City/State: 09 Zip: 47 Z Z,3 For all other work:Submit scaled sketch of the Phone: .'5L2 3 r S��� �o� S 1[' Fax: work to be done. (see attached minimum sketch requirements and provided sketch area). Description of work: , / I:curpin\master\land use application\PFI app.docx /��L.'-- C'_:.'at.a8 _ !a i D t_�uJA c..1C -ALL, 21oy&00-t.4 Y Estimated value of work(within the public right-of-way): $ �C�/'C Is work related to a LAND-USE DECISION? YES ❑ NO If so,please specify (MLP, SDR,SUB,etc.) case #: Is the work related to a BUILDING PERMIT? YES❑ NO If so,please specify (BUILDING PERMIT) case #: "NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for the work. City of Tigard 1 13125 SW Hall Blvd.,Tigard, OR 97223 1 503-718-2464 1 www.tigard-or.gov I Page 1 of 4 CITY OF TIGARD RECEIPT 4 C 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 Receipt Number: 192856 - 08/27/2013 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID PF12013-00030 Erosion Control Only-Eng 100-0000-43134 $300.00 Total: $300.00 PAYMENT METHOD CHECK# CC AUTH.CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Journal Entry 379-02-2014 TLEHRBACH 08/27/2013 $300.00 Payor: City of Tigard Total Payments: $300.00 Balance Due: $0.00 Page 1 of 1 CITY OF TIG ARD AWM FEW N OREGON PLANS FOR PROJECT In 92nd Avenue Sidewalk MAY o6 2013 CITY OF Tl f'A nM BEEF Street and Storm Sewer Improvements a� From Waverly Drive to Cook Park Project Location TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15, 1998 VICINITY MAP INDEX OF SHEETS WL HAME = I Cover sheet 1 / 2 x1 Typical seasons 3 LI Plan & Profile - 14+77 To 19+60 4 L2 Plan & Profle - 19+60 To 24+40 r 5 L3 Plan & Prorle - 24+40 To 26+00 6 L4 Curb Retum Details 9142 SW Waverly Dr 7 SDI Storm Plan & Prorile - Line A• O� 2SI14AC01200 8 SD2 Storm Plan & Profile - Lines B' & 'C' 9 SD3 Storm Sewer Details 1�m 10 SO4 Storm Sewer Details 9174 SW Waverly Dr It RI Retaining Wall 1 Plan & Prorle -- A ?5l14AC01300 2sl14ao00700Cook Park 12 R2 Retaining Wall 2 Plan & Profile • 2SY14AC00601 13 R3 Retaining Wall 2 Plan & Profle (cont.) 14 R4 Retaining Wall Details 15 R5 Retaining Wal/ Details 16 SI Striping and Overlay Plan 17 S2 Striping Details Project Location�\ 18 ERI Erosion Control Plan 16585 92nd Am'-. 2S114AC00500 \ ,`- 19 ER2 Erosion Control Details C0 � - Begin Construction 16625 SW 92nd Are 2S114AC00600 - - - ______ Avenue - - - - - - - ------------ ------------ End Construction Cook Park z LOCATION MAP a l? � 3 E� I 3 e, ATrENT/ON:Oregon low requires you to follow mles b adopted by the Oregon Ua6ty Nott leat/on Center. Those R@ odes one set fora+In OAR 952-00c0op11-b0e010 through OAR nr,-0Oth CN !n taleplwne a;meber%ase NR f Omg. Ualyy Noweason Center b(50)232-1987). � - ATTENT70N:No NW natural of(503)220-2415 than / 59 PE _}. e tih , y r °:'; ENGINEERING DIW90N @ azcamang wiWn 5'of an ar/slhig high praasure gm MikeMcCarthy YAN/GER •r; 4 main r� 13190 SW 68th Parkway,Suite 15U `o & 14 �+ �s •2013 k 1JI25 SW /W UBUC L BLVA DEPARTMENT C L I 1\1 V\/ Tigard,Oren 97223 �yD Oq� vnvE,ggi-�g..4tawooN � ®CALL BEFORE YOU DIG 11 ��11 ♦ 503.968.6655 www.ccsnw.com 95037 FAX 50U-624-0752 �� 1-B00-332-2344 RENEWAL DATE:6/30/13 pm,Z! FIE NU11610 wwW.77GIRD-I2QOV W 3 VARIES 13' 34' 10.5' 17' 17' �a5' 2'� 1y s 2%— varies, G e — Varies V W 3 �a'Ye9 VARIES \ atch exf edge 13' 34' Standard concrete of sawcut pavement sidewalk per C.0.T. -10.5' F2'�- 17' 17' detall no. 120 3.5' of A.C. pavement class C' [---8.5' 2" of 3/4-0' Gushed Aggregate leveling course 2%— o1�es C.O.T. detall no. 125 f0" of 1 1/2'-0' Crushed Aggregate Base course -- Varies rk V curb exposure before � r w — Varies92nd Avenue overlay to be 9-Inches. �o Sto 16+61 to Sta 16+87 `o'les N.T& Standard concrete atch ext ed e sidewalk per C.O.T. of sawcut pavement detail no. 120 3.5" of A.C. pavement class 'C' O; cc Const c curb r 2' of 3/4-0" Gushed Aggregate leveling course W 3 C.O.T. deta7 no. 125 10' of 1 1/2"-0" Gushed Aggregate Base course VARIES curb exposure before overlay to be 9-inches. 92nd Avenue r8' . Sta 15+38 to Stu 16+61 10.5' 17' 17' Sta 16+87 to Sta 20+27 �-8.5' 2'� / N.T.S 2%— VoNes Ct �a11� 2.t — Varies x W 3 Lo�jes VARIES atch exta odryo B.-:i:: N, Standard concrete of sawcut pavement sidewalk per C.O.T. 110.5' 17' 17' detall no. 120 35' of A.C. pavement class C' �-8.5' 2'� Construc curb2" of 3/4-0' Crushed Aggregate leveling course 2%— es CO.T. detail no. 125 10' of 1 1/2'-0" Gushed Aggregate Base course Varies-- rC Jp� curb exposure before ✓Driesoverlay to be 9-inches 92nd Avenue Vies Sta 22+70��Sto 24+00 atch ext e Standard concrete d e sidewalk per C.0. of sawcut pavement detall no. 120 Construct curb Per3.5" of A.C. pavement class "C' W 3 CO.T. detail no. 125 2' of 3/4-0' Crushed Aggregate leveling course curb exposure before 10' of 1 1/2'-0' Crushed Aggregate Base course VARIES overlay to be 9-Inches. 8' 34' 92nd Avenue 10.5' 18' 17' Sta 20+27 to Sto 22+70 �---a5' 2'� N.T.S 2%— Wiles Valves— Varies ti - - l/�lg\ atch ext ed e Standard concrete of sawcut pavement sidewalk per C.O.T. detail no. 120 3.5' of A.C. pavement class C' Construct curb 2' of 3/4-0' Crushed Aggregate leveling course PROF s C.O.T. detall no. 125 10" of 1 1/2"-0' Crushed Aggregate Base course NE q i a curb exposure before 9 PE overlay to be 9-Inches. 92nd Avenue Sta 24+00 to Sto 26+00 p� a 14 1 N.T.S PR RENEWAL DATE:6/30/13 B t Revisions and Addenduma IPROJ. c-" ENGINEERING DIVISION SHEET Description Date By C E S N W PUBLIC WORKS DEPARTMENT 9 2nd Avenue Sidewalk X, 68� 4c /.1rzs SW./��.BLYD. 2 }� 13190 SW 68th Parkway,Suitc 150 V�503--B.T9-4r71 OF 4 Tigard,0—gon 97223 nM �-62�M Street and Storm Sewer Improvements 19 q� 503.968.6655 www.cc>n—com WKW.11 —aR'MY LE N p DESIGN:JDJ DRAWN:JDJ CHECK: ARWNO:95037I BID ON:06 2013 Typical Sections 9174 SW Waverly Dr. 2S114AC00601 i 2S114AC01300 2 Q Rel by PGE Tree to be Removed (t)p.)t Tigard High School )p) Sawcut (typ.) e �=Rel. T\ (0 F zo to o zo �\ ,r O-W m Retaining Wall See sheets R1-R3 (typ.) -tr• �� W •G-_ GSC t G G c s' '•� `r. ° Extg wetland ® r 14 __ t Rel. ° .•.'-� - m 'o No Rel. f 10 - .a_eng26' oh Rel. Au e�G- `L 1. 38 011 - awcut (typ.) 74+84.72, 24.501T Begin improvements N F t o w� Rel. 0 l 500 OB J + 92/7 ��2p8 W _h `` _ •: . Ch 8 ------ S l 1 � 1----- o� `_1- 16585 SW 92nd Ave. \` - - _ R=409.26' 3 r A-2956100" 2S114AC00500 �� �� R-O-W R r_o e�1 L=213.81' 16625 SW 92nd Ave �o Ty-r�=Qu 2S114AC00600 �'� 4 '--_._ "1----- ---------,-_-- - n4 o � r— a �o & Tree to Remain (typ.) --. _ AJJ r Extg wetland 190 190 160 P 1 STA 19+10.00 160 PVI ELEV=124.42 PV1 STA=14+9C.00 A.D.=13.40% 1ELEV=175. 6 K= 3.88 D._-4.16 320. 0'VC K=4.80 PVI ST =15+25.00 lI'6� 20.00'VC PVI El EV=172.46 A.D =-1.23% =16.28 0 0 o N� c o O.00NC m m m +e 180 +m o 180 150 + 13 N w 150 N '� a U ,j;w n ry PVl STA=15 95.00 U N a » U U .... ^; o PVI ELEV= 65.60 m m mm U V u+in cm A.D.=-1. 7% 7 mm V N.�: K=10. 1 N �� w `S\ m U .00'VC 5 m o Finish?d grade W N ® To of Curb 170 `\ S 170 140 Pvt sr 17+06.00 `\2.57 140 o� '^ Finl w o` ed grad A.D =-2.13% E Ig grade m m �=° K=14.07 G tter line 6i,i; h U ® op of Curl, it r� Extg g ode 5: Gutter line me `\ W W 160 160 130 130 92 d Avenu100 e 2nd ven e - 1"Horiz.= 0' `\ 1"Ho .=20' `� = PROFF E 1"Ver[. _ 1"Ve 5' F ` GINf / 14 E i 3 150 - 150 120 120 DYER �s 14+40 14+80 15+20 15+60 16+00 16+40 16+80 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 iNEWALDATE-6130/13 $� SHEET Revislons and Addendums ENGINEERING DIVISION 92nd Avenue Sidewalk L Description ae PUDLIC WORKS DEPARTMENTCES NW 15125 S.W. MU RLM 3 n"qA Oft-GON 97223 OF x 4 13190 SW 68Th Parkway,Si.150 MCF--50-M-4171 iFE Tigard,C-3—g n 97223 FAC 50.1-614-0752 Street and Storm Sewer Improvements 19 503.968.6655 urn -sn-com *W.TAQ4R0--Q&G0V LE N DESIGN:JDJ DRAWN:JDJ 1CHECK: ARW PROJ. N0:95037 IBIQ ON:06 2013 Street Plan & Profile 14+77 to 19+60 o Cook Park Tree to Remain (typ.) y J Extg wetland w l ing Wall Tree to be Removed (typ.) P Ret J f � Seeasheets R2-R3 (typ.) (o Rel. I Sidewalk ramps, f` T F` b See Details sheet L4 I /� _—— ——— ———VY——_�"/—'—_Y/——'J!I—— �4}ea]Y+—«W++�M4 W�--IN— 101— w VV• `'VY/—iV V/.r rYf Vf IIV W—W--W W O { W � � T l � 1 H o Rel. Sawcut (t)p.)-1-4 t)p.)� m _ 409.26' IRel.S0031,OB"W - m o = To T Rel. I 92nd Avenue 14 14 - -- - -------------------------------- ---- ---------------------------------------------- _ -- -- - -- r<-- 1 T = --pl s1 ` 4 � Uf—____al oT T—PSHr o bn Ton T Dn T 011 T off Ton r H_ Rel. 0 o� Rel. ry 0 0 N Extg wetland Q Z Cook Park Sale: 1mn 20 10 0 20 150 150 140 PV STA=19+1 00 140 ELEV=124. 2 K=23.88 320.00'Vc FJ W W QQ N � W W m m 130 o� oN 130 m o N Fini ed grade N ® Tp of Curb o° o° .. +� + _ V U ry W W W W --- --- - - -- 0.40%- --- --- -- -- -- -- --- -o. 0% -0.82% s • n Ext rade 0-7-- 120 120 curt line 92nd Avenue v 1 Hord.=20' PROP g� 1'vert = 5' 6NaIN eR S d ; 1 14 _ z 110 110 OAR R� 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 r NENEWALDATE76/30/13 gR Revisions and Addendums ENGWEERING DIVISION SHEET ! Description Date o. By T ` 9 2nd Avenue Sidewalk L2 e^ C L S I N W PUBLIC WORKS DEPARTMENT 13121 SW./t4lL BLVD: 4 K MARA o1PEMW 97223 OF 13190 SW 68rh Parkway,Swtc 150 VA/CE dOJ-B39-4171 Tigard,Oregon 97223 Fid �-��7 Street and Storm Sewer Improvements i9 EP 503.968.6655 www.ccsnw.com W1Y11:71G4�1-•M�Y LE N &¢ DESIGN:✓DJ DRAWN:✓DU CHECK: ARW PROJ. NO:95037 BID ON:06 2013 Street Plan & Profile 19+60 to 24+40 Tree to be Removed (t)p.) Tree to Remain (typ.) � I I I I r' Rel. � MhiHpl+ I I I. v-w W-w. �ry w --- �w w W W W S00 31,08'W \\ + �# 92nd Avenue I Sidewalk ramps, Iq� See Details sheet 14 X111 N ____________________________________ i \� - _ —sr sT sr sr sr sr sl- 0 hmin_ E E E E- ° 11•Ina, /�� S ° Q Zi�IPI Scale: 1`--20' 20 10 0 20 150 150 140 140 N 130e > 130 o � m N Oti Finishe I grade ® Top of Curb n z o 0 m o W J W Ijl W -0.60% -0.85% 12(r - -_ 120 $ t:xtgade N Gutter line ��(Q PROF 2nd Avenue INEE VV rt. = 5' I d 110 110 yH 0 I c� 24+40 24+80 25+20 25+60 26+00 26+40 26+80 1 RENEWAL DATE,WO/13 4M1SHEET Revisions and Addendums 1 B .- • • � C 92nd Avenue Sidewalk 13Descri tion PUBUCWORKS DEPARTMENT LJI j s 1` 13125&W. �Brun. 5 , '• IWA% O)M w 97223 OF • 13190 SW 681h Pvrkway,SWIe 750 M=*503-.&V-4171 19 r Tigard,Oregon 97223F" Salim-624-0M • Street and Storm Sewer Improvements ggp 503.968.6655 wwW.cc—comFILE NO Fd DESIGN:JOJ DRAWN:JDJ CHECK: ARW PROJ. NO95O37 ISID ON:06 2013 Street Plan & Profile 24+40 to 26+00 R=25,59R— .00' BW 120.13 d=8939,'58" BW 122.24 23+91.67, 42'LT � — 25+93.86 42.96LT EX 174,74 Q Z-6 A=9 00'00" - Q Z!` TC 17 L=39.27' TC 122 08 — d ° TC 119.97 4 74 .27' EX BC 119.47 MA TCH EXTG `�' 9y, D. EX/BC 121.58 MATCH EX TG --- — R=15.00' 92 �2 0.6 MA TCH EX TG e!y D d=5335'12" EX/TC 174. 7 42.96''1T � 00 m � ° L=14.03' EX/BC 170.0N N 2?" Bly 174 7 v MA TCH EX TG. N N N N s C' 17525 a 3 N -� F �2j Q o rn D BGy >4 814 f9 �� 17S EX 174.7,3 ' T 1,'4-48 +6 Sys' r�BC Construct curb at back �",��` �— I x� of walk per C.0.T det. Np °' ti (D c)o No n o. 125. n N �>� c� N N o a o -A N V A n N x Cn �c3` ^ cC-4W O N �Nm � N N cOU,)N NO] N �-ANtiW ^ NN cl �Nm Fc� � 92nd Ave N~�' 92nd Ave Z 92nd Ave & Waverly Drive North Curb Return n U92nd Ave 1-=s' C14 Q- South Parking Lot Entrance North Curb Return North Parking Lot Entrance North Curb Return r s' 15+21a z_Q z_a EX TC 91 094Z � 24+15.67, 43'L T BW 122.15 ---—_ ci- TC 121.99 R=25.00' v N �G "A)'C/-/ E,Y17286 TG \ M BW 173 4 EX/BC 121.49 D A=9000'02" ATCH E�,Tc R=18.00' MATCH EX TG L=39.27' G� JK 15+21 44 A=8724 27" 6W 10 P PC -j4.55Z Byy 173.47 ` L=27.46' C 173.47 D 3g \ 1 EX BC 172.88 BW X73• 1 ��� \\ V 121 g6 1.10 ° 172.66 `� k6v .. >' EX BC D 0� 9A10 2�9 .�\� v------- L 121. 121 q66 0. �G 18G D ti�h 1�N ° G.�G p ( 92nd Ave ^�N V zQ Nm �i��� ^` 92nd Ave ,L�P 92nd Ave WE 3 x North Parklno Lot Entrance South Curb Return South Parking Lot Entrance South Curb Retum zz a 92nd Ave & Waverly Drlve Souih Curb Return 1•=s I-=s- oy'� 14 2� r=s' ti Dye J Ra RENEWAL DATE:6/30/13 �n Revisions and Addendums ENGNEERING UI S" Description Date o. B pueLC WORKS DEPARTMENT Avenue Sidewalk 'SHEET L4 { 1J125 SW. MLL BLM 6 }s V�a 171iis OF • VA 13190 SW GN,h Parkway,Sunc I50 a Ti d,C)=e —97223 £AX.. x-624-0M 19 �= b NWwn���, Street and Storm Sewer Improvements 503.9GN.(C+55 www.cesnw.eom � N DESIGN:JOJ I DRAWN:Ja- CHECK: AR W PROD. N0:95037 IBID ON:OB 2013 Curb Return Details 0+10 Storm Line A' (24+88.41, 46.00177) Construct headwall per —" detail sheet 5113 Extend extg 24" cont /———————— pipe 2 LF through retaining wall. Construct concrete collar at wall per detail l———____ sheet R4 4+6492 Storm Line A' 0(20+ .00, 18.381 T)-30ch Basin CG A A/II p \� N . - OR om-PSWIR IP 12" D .= W W W_W_W_W_W_W_W_W_W_W • W_WW W W JI--W 14 W W W �— W— I � -- --- - ------ -- -------- -- LL----------------------- ------ _ _ _ SOH V OHS f ST ST--S7 Sl' Sr ST ST ST ST ST ST Sr Sr Sl _—SI--- S1 -- ST ---sh----Sf—-- -C:T OH OH ON ON OM OH OH OH ON OM OH OH OH ON OH OM OH OH OH OH ON 0 / t$ I 1+57.01 Storm Line A' p (23+57.91, 18.382T) Inlet Catch Basin CG-30 0+26.00 Storm Line A' See detail sheet S03(t)P.) = 0+00.00 Storm Line B' (24+88.41, 30.00177) Water Quality Manhole, See detail sheet SD3 140 .. 140 tianular Ia*fill Class 'a doss Natlro I Dck1Ul to h °° 8 m h7n BpIN W b m � 130 ^ W JIG 130 �U ^•• + ^5 � �aS Fi ish ed grace c w� Extg g de W 1 P. UHAM ! --- -- - �- --- --- -- -- -- -- - - --- --- --- -moi — ---- --- � - - - 120 � 120 10'DIP 307.91 S-Q5LL7< 12 DIP 2 DIP 1.3f O1IF S= 50x QSQT 110 "° for Lin 'A' 1'H riz.=20' P�F [d 1'V rt. - S' tV EaE S `Oyu 14 a 100 D A R� 10 2+80 2+40 2+00 1+60 1+20 0+80 0+40 0+00 RENEWAL DATE:6/3D/13 4+80 4+40 4+00 3+60 3+20 I ? JPWROJNO.:95037 SHEET Revisions and Addendums ENGINEERING DIVISON 92nd Avenue SidewalkDescri tion Date o. B T S01 CLSNW �BLJC WORKS DEPARTMENT 13125 SW.KUL BLVA 7 13I9U5W 66th Parkway,Suirc 150 �' [3- 171OF YOffE 503-eT9-4171 19 Tigard,Oregon 97223 ,,EStreet and Storm Sewer Improvements 503.966.6655nmStorm Plan & Profile — Line 'A' `� N DESIGN:JOJ DRAWN:JDJ CHECK: BID ON:06 2013 � ZQ 27'x61' AN.ar•,n a FLAT BOTTOM "s•P°90� are 20 10 O 20 A� Aw CLASS "B" CLASS "A" 4:1 MAX SIDE SLOPES F•a K gree F (TYP.) eAa s aea r�HaE ua m sass M•m6 N•ER w .\ , TUVAa RESTpATIpI o'AR TREK.ro•lyow / \ •s sPc 1. Fan aETTUDI NT Herbaceous Plants (typ.) 3 ' f ` \\ BTM ELEv= \;` F•a TRA-1 . _ 118.0 / i` �' o: Lar a shrub R'� E PAN90 +DHT a E OP s a Mos m 9 P. 1.5' / /\/� `7° �.• I` � �"�TY C. r x,TME�sa A J nLLo+<Tw.7 7,7 SECTION A—A �cmAcna sm mom Mom ro L•cVr•nm fTOY FACE OF GUTTEM PLAN VIEW NWS �RNAauRrcn f. Tree (typ•) ls' _i I \ o _ir r.� T r`- Mamw alrrzn 'Nw.ane INLET aF EMNG -ZuxasTulraa mem ?�iwi�iy F.VMmZ R"MME "a s nPm rAUFTN Z edium/Small FAa G -/I 6 FILTER FABRIC shrub(typ.) —— —— ❑ � � SEE NOTES. -�T�a v1AB \ •:• ;a•, -• M •NOTE: r@ Groundcover t Y` 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC,EQUIPMENT STAGING,AND FOOT L":,p•.j (yP•/ TRAFFIC IN PROPOSED INFILTRATION AREAS PRIOR TO,DURING,AND AFTER CONSTRUCTION. D8 "/•'-0 C°'� �'q`' ' •• n�+c BASIN SHALL BE CLEARLY MARKED BEFORE SITE WORK BEGINS TO AVOID SOIL DISTURBANCE O zPPE ;�" L; •E on.PPOs=72 OR SEDIMENTATION DURING CONSTRUCTION. _ _ •�' ,___ 2. DRAIN ROCK SHALL BE 1 1/2'-3/4'WASHED ROCK. DEPTH OF DRAIN ROCK SHALL BE 1°- e a ,•��, •;. : ... . .. _ 18-INCHES. I a -—I--— , ---'+---Lv W 7---•a' - v+ w--w w• ..--w— 3. SEPARATION BETWEEN DRAIN ROCK,GROWING MEDIUM,AND SUBGRADE SHALL BE ANY OF - THE FOLLOWING NON-WOVEN FABRICS:LINQ 125EX,TNS E040,TNS R040,TNS R042, •z' ,fit'R'� a el:��e� �- AMOCO LOW(OR NON-WOVEN VE NL FRONT VIEW PERSPECTIVE WEW SMOWIPIG DEPRESSED GUTTER AT CURB INLET 4. GROWING MEDIUM TO BE MINIMUM 18-INCHES THICK. THE IMPORTED SOIL SHALL BE A TRDC1 sAalnTTm. SANDY LOAM MIXED WITH COMPOST OR A SAND/SOIL/COMPOST BLEND. IT SHALL BE 1/3 0�s•. a ,r nru�.mma sT.siu.nm ND,Es ,n POE a BE:Ram sTPa•raT COMPOST BY VOLUME,FREE-DRAINING,AND SUPPORT PLANT GROWTH. COMPOST SHALL BE 1.Au FA GATED WTw PMTS SLI BE NEw SmuCTUR ,Asn A-36 STEEL,AND BE 1h PP[aD,wa a MH rTn Poe+r APO lAnaA nAr�PRim ro MATEIW,I S W 9 2ND VENUE Mm-DOPE GALTA E CO CRETE FABWC MALA DERIVED FROM PLANT MATERIAL.COMPOST USING ANIMAL WASTE IS NOT ALLOWED. ] Aly POURED w PIAa CONCREAFTTE FSI­MOB MAGE•]e DAY STT°.MOTH OF]ODD P SI TION. OF 00-1 MATOpw. -C7 5. SEE PLAN VIEW THIS SHEET FOR PLANTING AREAS,AND PLANTING REQUIREMENTS.MINIMUM Aro A SLUMP Ir Y m C. CONTAINER SIZE IS 1 GALLON. S UST STEPS RHEN OWMOE FNW TDP OF LID To FLDN URE a RPE a GREATLR THM NOTE: - __. --_ APPNG Ma 1al SET MY STEP 1] FROM TOP OF-TE AND AU-YFM E PLACED IN THE FACILITY ONLY IN AREAS --_ _ 6 MULCH SHOULD FINE TO MEDIUM BHEMLOCK BARK IS RECOMMENDED. ABOVE THE HIGH-WATER LINE. _ rbTH oreTO�T T]E W APPRovu.To Aw]D rmMn:rs NTH EusTWD AAB7RO TIB AT6]ODOOAPWA EPEC ODIm. •LIDf CLARE ON YUMIIW fJi B'6#{'TO 0'COMPACTED BAY MATORJ L 7. INSTALL RIVER ROCK TO TRANSITION FROM INLET TO GROWING MEDIUM. S�� TRENCH BACKFILL - -- --- -'----- -s --OH--—., DETAILS CI.%,.t sEsvi- -OH OM OH OH OH OH OH OH OH OH OH OH BIO-CELL DETAIL INLET CATCH BASIN (CC-30) e, BIO-CELL PLANTING DETAIL NTS DRAWING NO.330 CIea0.Wder�••THSeYvlces ORAWTNC LA0.590 REYISED']�° m a.,Fu Ds Di NTS NOTE: 1. FOR THE BIO-CELL BOTTOM UP TO A DEPTH OF 0.75-FEET,PLANTING SHALL CONSIST OF 1984 HERBACEOUS PLANTS,1 GALLON IN SIZE SPACED 1-FOOT ON CENTER. HERBACEOUS PLANTS: CAREX OBNUPTA,SLOUGH SEDGE-496 ELEOCHRIS OVATA,OVATE SPIKE RUSH-496 (UNCUS PATENS,SPREADING RUSH-496 SCRIPTUS MICROCARPUS,SMALL FRUITED BULRUSH-496 Marts: T Yy u.MnE sEcm�s swu RUBBER GASKET mYT,d ro M N:a.matt - 'mswisro"vi1M�o�n v v.sv o-n°Mm.wTc,Nc wlDusmra�sTD.NNnMAE 2. FOR THE BIO-CELL SIDE SLOPES PLANTING SHALL CONSIST OF:7 DECIDUOUS TREES,1 1/2"CALIPER 'tt"'c-'a' FLAT TOP F xET uD ameT PTR MOT ro EA® ]m MY.ny scmv sTAu TnFaW AT 6"ABOVE BASE PLACED ON THE EAST AND WEST SIDES OF THE BIO-CELL;85 LARGE SHRUBS, w°E s ma u nu'°D•YR (OPTIONAL) 3 GALLON IN SIZE SPACED 4-FOOT ON CENTER;126 MEDIUM TO SMALL SHRUBS,1 GALLON OR s zTas ROaN®a DAT TTs M•wnys POUT aTIET •rcM¢rs N1My NAVE FTDe Enna EQUIVALENT IN SIZE SPACED 2-FEET ON CENTER;AND 1470 GROUNDCOVER PLANTS,1 GALLON OR EQUIVALENT IN SIZE SPACED 1-FOOT ON CENTER. w N. TREES: suMv vD, AVARAMHII N 14�.uu uu !Y 1T YH- M2 6 MI!6 AGER MACROPHYLLUM,BIG LEAF MAPLE-7 b - � PLAN a•Yn- na.v TPza v LARGE SHRUBS&SMALL TREES: REaNOOIrs fIDIDFO Tna 6 AMELANCHIER ALNIFOLIA,WESTERN SERVICEBERRY-17 •°• ---- SURF,VOLUME REOUREMENTS SAMBUCUS RACEMOSA,RED ELDERBERRY-17 m vAo as.— I HOLODISCUS DISCOLOR,OCEANSPRAY-17 P.eFT Su v,°Nn•T anMm RISES SANGUINEUM,RED-FLOWERING CURRENT-17 1e' 1e• _ RUBEDR GAS" NT TOP nvuFosauEMT a•MxwY SPIRAEA DOUGLASII,DOUGLAS SPIRAEA-17 9 oR nwpVANc rATmTYHT w sTMII1MfD YANHOIE Ml TDP a NA aTUT aor raYmaa MEDIUM TO SMALL SHRUBS: 94-S SPACE EVENLY FmNFDRaIFEMT want m axnE Yor PSE-r a•FPpTO)[aw GAULTHERIA SHALLON,SALAL-32 ro em MouND wmDE OF TOE1ANc .an FIyD�]R ann ROSA GYMNOCARPA,BALDHIP ROSE-32 I ro WAD S BOTH WES OF OPE C ROSA NUTKANA,NOOTKA ROSE-31 roe'oc eoTH wAYs SYMPHORICARPOS ALBA,COMMON SNOWBERRY-31 I nA Hoof s� a Tm. 'T sv :sEnm TLe GROUNDCOVERS: 02-CUR. ARCTOSTAPHYLOS UVA-URSI,KINNICKINNICK-490 V HEOCTOTRICHON SEMPERVIRENS,BLUE OAT GRASS-490 I5'we b y�wvTMi.A1 m MAHONIA REPENS,CREEPING OREGON GRAPE-490 °0-1°Y'•°' • 3-QR M. _ T aII Pee W t Yn a l Ya (N TYe®mat e'o Y-�1MYEm Ym.RT NOTES. uuevYF puY:Ta ro E aTpmxD) BY. »em vauA:AEDARMDFrs 1 CONCRETE 10 BE 3,000 pa l]B OAYW ULTIMATE STRENGTH, j rARHR•HO 9g 6 Pnytt SLUMP OF 2'TO 5"AND 1 1/2•MINUS AGGREGILTEJ ATTIFTa Y 1 ALLREINFORCING STEEL 11-60,000 Pb 7 FILL MOUND ENDYV LLS TO 6'BELOW TOP OF WALL. CLAMP DETAIL IETS�13.1 PROFF A.EASE OF OUTFUL SM-BE POURED AG,UNST UNDLSTU Ue SOIL. Ci� INfF`G/ a WATER QUALITY FLAT TOP MANHOLE , �,;� MANHOLE (MECHANICAL) Ckan%ka- S-Vi— a CONCRETE HEADWALL DRAWNG No.050 Da °vi®m DRAVANG NO.270 ��1]Oe Ye'Mew..6 w• �y� u NTS N DYER R RF RENEWAL DATE:6/30/13 g• Revisions and Addendums :< ENGINEERING DIVISION 92nd Avenue S i d e w a l k SHEE 1 SD3 Description Dote o. B �'��;' PUBLIC WORKS DEPARTMENT 1� CESINW 13125 OREGON 9� OF i 13190 SW 68Lh Parkway,Sare ISO ri. FAX' 501-B24-0737 q� Tigard•C)Teg+ 97223 WWIV17G4RD-MGOV Street and Storm Sewer Improvements 19 g 503.968.6655 vvww.cesnw.mm FiLE N 6e DESIGN: Storm Sewer Details JDJ I DRAWN:JDJ CHECK: AMR W PROD. N0:95037 BID ON:06 2013 OYDI lmO 4 AT li1eT 140I6 IY M.OM I ALL SIFPS 9WE COFOet ro ME R1'Daw]EI11a 6 AM r m I—DI 1 YNYME�YUSf BE T1IX1 NO tElasarm a ALL etCV4 w9r A I—E S— 1'MT FACE IENERNO RE D,TIE SUE DE90..­I%Arm (RECESSED FWSH)- 9xE(1O rO OF IewA9]9D STEP9 �AneuN zr mm AID1A®rauE Ar mu m •.d��,e. ° {' ra � O.. i v rvm sTm w19nmlr DIME AND mEm •t s.�4 O O ro w 1r CAHmD m to tlm wD tta no-nA/sr o o O Awe O O O :A pr ° NOTES GRADE wxm Mr..el .:aC.���.:� �� 0101 . 0 • at¢-cAn r1AMnar scows s1uL aarad ro uE 1rolflNrow eIY �'.u' a• Il) "q/ O O µt11rDO115 6 AM L- ADawtE z L PaLFO w wAEr Cma¢'1E s1NL MAr[A xe DAT `.'y •. `\, lb J G.u.R Sw,ul00°ee snm esiN"neif�in uuErs sruoum EcmlTac COPOLYMER POLYPROPYLENE PLASTIC ••'!.a:- �� -N1OLES 6 ��' 91G AS MGI-SEAL r1a 2 RAY-rEfZ m AX APPRDVLD Y CaE EaAL caraewtD ro tERRAL sFtvlumt sfs9oxlD - SHDWN PLAN VIEW COVER BACK LLL PVF CONC911aO ro uAtwaL SHALL 8<MArDlrlatr. I/x'GRA m AMrmOIEFT 6 W£C@elCC11oM5 6 x�m mGIEA 91ALL REOWE A YArrHOE AMD aIAMFL D[TrVI e PPE cawErrC°0N9 v raw m Mw¢NAUAArts slue ttANMxE slrs is� I a s/a"ua - 1¢awa uFOF aaeccrorr Aro mwo.aro sro aorto In Im:• Ir m .•I 1 iWo•1D[A IVBIDN 6 B•6 NrACI(uolsRzwml wtwaE sLCllat `` 1rA1D1OF WL M11Ep1 PtlE wEANWO A9 1EAbLpID DwrASE 1'-1T `}J/e•iDM / M ea1mE F­ MM IME YAIpaE. T ! wEArtarl Or VI/LL(oR PPE 9aIL BC x•Ww1rY AXD ' I P1AetL SAfCR 59P � r 1/A• 'www nFN1 a P.t I i e•-o-e/e- � ., +�_ H MS DRAA WAD TD YARYW FIWm DRW a x.- y, • �' SWiIX COeFLRa1 AMD Ae'1911 glad a e•rtwedM as -�.Lf_--IL TT nAtP[11 FNa'uAwnE r E Arm .. - II- tP ,ME— T—I.Au r.e,rxT Aro orE •*'�.:¢ 2 //R•-,- I �, 1_) r G SO rl Ae'tmL Ar!/r DALrAnan eAR .� 7 I!2'SO T ttrod tr t� MATERIALS: �'�� PICKHOLE DETAIL 1 YAR.9DPE TW, iYK m�rtP� GALVANIZEP. A, :� /9(J/."OA)GALVAIDZED OTOa1ED RE1NfOROSG BIJL �•"� RDWOR TIG BAR mrra9wlC rMsn AA-e15 GRAOE w •f'a.'e SECTION VIEW uLV UED COME W YtM AM A-In. D6 PIAarIG WS LDIrFO U MM AM L-.10. •��: sm0m reIDl ouxDm ro n_f�;k:�.;.''•:'•! •Y 1wwAw COME SWIL ROWOIm1G BAR N M I/2'GRADE SO. ]/A sm9Eu IEL1i 61PE ... • > NEETeID REWIRE WM OF AM.S MCAP9AAIED }:..:.�� T.A rM w.ECDON YOIDED FaPOLTYEri POLYPROP9FNE ` �`�r' p`r-. '�F'"^,•Yf�"`" wM SDTRArED SIINFACES. _ SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS. ers wr'0°1iw96 ir-Y mrADDn „'Ix is;sT loco.-. h.Z• .Fm curwaD s9P STANDARD MANHOLE MANHOLE STEP STORM WATER geanWu6rSavices geanVl'dhrrSavices MANHOLE LID geanlA��erServices DRAWNC NO.010 RENSED 02-03 Ow a®wlmutbd,w• DRAFING NO. I00 REVISED 02-03 D'e aamimm btl,v. �D Hr it 1,nn OM..emim..1U.I.... DNA.1A;N0. 1'0 PROfF � GINE E pB I 3 0 t'Qy'e1• 14 ^'D pyo r��O 8 RENEWAL DATE:e/30/13 3 R� 31 Revisions and Addendums Date o. B 92nd Avenue Sidewalk SHEET CES N W0PR0JN0a-.950J7 ENGINEERING DIVISIONJ 25 sW NgLL BLVp TMENT o 7)GIRO, OR£OON 9722! OF 13190 SWTigard,C38rhPag nY•SuIrc 150 VOM-97223FAX*RR5U-VR.Q0V7i 503.968.[IG55 www.ccsnw.cnmF� �-��0� Street and Storm Sewer Improvements 19 DESIGN:✓DJ DRAWN:✓OJ CHECK: ARW BID ON:06 2013 Storm Sewer Details `� " I Note' Excavate subgrade soils 2 I as directed by the geotechnical I engineer. Subgrade to be inspected by geotechnical engineer prior to Scale: 1"=10' placement of the rock base. 1 10 s o 10 I + ———— Install handrail of the top of wall iv per manufacturer's recommendations 10' TCE See detail sheet R4 (t)p-) p R—o—w 1 I w w w w w w 11 �___ r_.,/■w�/{iJ-_ -,I _G C _G-_-G G---G G G WG G -V/ y I °M IInstall Geogrid per the geotechnicol engineers \°�+� ` I recommendations. - 1 i See Sheet R4 (typ.) - Dn - o�, -'j 92nd Avenue ox,- On 200 200 Finis ed grade o^ N 180 C _ _ .I mry v 180'-+> o> 311 3tl 311 0 pb �� ronb In^ 1n W h^ W m O m h 3 I' 3 U Omo +o N¢ N viW W h m �m o> 3 4 3tl p c `rD h h eN o+to + +c ¢ •I`u N W in o '�m o> > tl 3 11 u^ a 3 - p + 4 b _ ti O ti +lo n N + 0 160 O 160tl -- > ins m m m^ o 3tl Ut Hb H H^.2O 0l Or mnm h 31> 31i ;°0 3tl N h rd m n lz E qj NW h� hmulu o >3 tl 311 O tl N^ p o o NE + Ec ^I�mh n°om I> 31 3tl 'm m o +o +o E E+E ^ ° h fxt grade N W W o +E+E E n E 140 140 0 + Co.10 F��q �I 9 6E t etai ing all T1Horiz.=10' 14, X 1'Vert. = 10' 120 tiN OYETi J R 120+00 DA30/13 0+20 0+40 0+60 0+80 1+00 1+20 1+40 -RENEWALTE:6/ tsgE^ SHE E T 92nd Avenue Sidewalk R1Revlsiona and Addenduma o ( ,! PUBLC WORKS DEPARTMENT Description B 11CES �NWurss sw. /att Bta 97223 OF 13190 SW GBrh Parkway,Suim 150 - �' fel 4171 a bAlt-E 503-624-0752 3-2 4-075 1 19 kE 503.968.6655�wg..97223 W Street and Storm Sewer Improvements 14r DESIGN:JDJ DRAWN:JDJ CHECK: AR PROJ. N0:9 O :N 06 2013 Retain Wall 1 Plan & Profile INC Note: p Excavote subgrade soils as directed by the geotechnical N engineer. Subgrode to be inspected Install construction matting prior _ 0 by geotechnical engineer prior to to constructing retainwall 2 _ placement of the rock base. OCID Install handrail at the top of wall to 5 0 10 >, per manufacturer's recommendations See detail sheet R4 (typ.) recommendations.finical engineer's e instal/ Geo rid per the `w a �� ee Sheet R4 (typ.) ^ --- ?nd Alienue ---- OH ON V r O��r ON �T— 180 180 � o O V V1� mlo mVi 30^ N W L, b mCh o' _ mN N �b�;. h> 311 311 311 �tn 9-- in ON mb q 16m m c.- Ino mol mN o Oon On n� OWNm m In> 4 34 p .� `v v N mq N 160 Oyti O° o+o +on NnN� nm Omh> 31I or. 4 C y yN Oti O+O +o n h NWnm W hm m v3i> 4 311 p^ yP y m mN O ° +O O N` •W n m b h , 3 II O 4 H dt m� N 01 n n to n r.m m h> , 3 U 3 4 0 1 y h H �O mN O o _. O$ m CS m h N T y om�y mN to ice. r'lt. �����'e,-. � �o min mW m w IN, ISI 141 140 151,o > 3 II o f `y t`+�. m p1 v '- _ 0 O W hm > 3 1 II o ^^y m ry +EO mhu 311 V, ° m h ___ ^vW 00+E+E..Fri .W n hmhm II 311 0 �� ?y`O1�q N __—_ _ }O +0 4 N d rym 'Gm o' Om0 O+m}E ENE41 N` hW m0�`' 1 311 311 ^ `l Olil m .°. h 10 --_ N N° N° 'Fo �4 hW O O-lEE E{F$ N`bW W^m0� U 3113 G4 C ^v`I CO b - _ oma of+E Eb ^ mom^ 0>34 ° n 3U m��^ti mm mN 3 -- -- -- o I E DE ui nm nm > u In H I m+x.'40 E+Fm N mNm 'm 3434 3tl u tnN h°� �� p ® 120 O m + m E > ] 3 p 1 e 1 4i^^WulaN o03> 34 u I`nv ma m m 120 o oEoE� N o m� m a +E h m^ ra + Ery uj O hm ] 3] 311 O y^ N N O 3 34 �-i � ,pPROJ Ret inin Wal 2 + E � E �= ,m 5 .�m + R xtg grade +N ry N m E E HDrih W S 1° z.= D' O N m 74 , 100 t vert. = o' N E oSti x4 100 OYER ¢a 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 IEN-ALDATE:6/30113 Revisions and Addendums •'.' V1S10N SH 5� Description Date o. B ENGINEERING DIPUBUC WORKS DEPARTMENT 9 2nd Avenue Sidewalk EET R2 CESINW C 4PR0,LN^0:X1X1 13125 SW.N4lL BLM na4RD, OREGON 8722312 13190 S\G 68th Irarkway,Suitt 150MCE-503-BJ9-4171 OF � nwxomFN'.77G4R RG0V Street and Storm Sewer Improvements1g 503.968.GG55 wunv.ccsnw.com— �fl LE NDESIGN:d0d DRAWN:dDJ CHECK: ARWXX BID ON:06 2013 Retaining Wall 2 Plan & Profile Note: Excavate subgrade soils e� Z Install construction matting prior as directed by the geotechnical Install Concrete Collar around to constructing retoinwall engineer. Subgrade to be inspected -� �0 24" storm pipe per manufacturer's Scale: 1'=10' Install handrail at the top of wall by geotechnical engineer prior to recommendations. See derail placement of the rock base. 10 5 0 10 Q"� I� per manufacturer's recommendations N sheet R4 See detail sheet R4 (typ.) p N Cy: I' L amp i v a ° V 37 v .. ° /• ro ./ w---W. v W W w-w-LY W W W W -W W W W W LV W VV W W -•Y---W W W w W VJ--Y! W W--,Y_--' -- -_-- h -------------- --Install Ceogrid per thegeotechnical engineer's engineer's recommendations. — .F___---_------ — - — -r --- -- See Sheet R4 (typ.) — -- _ _ --- --- r,r 92 enue - OH-OH -.i_______ �__ ON OH H OM OH -Dq h -- I off ^ ON ��r �_ 31----;' ----'�-----''----'>I------,�----ST---�r---'--�I'-- '--;'--- — �----:I r�-- _------ _ ON OH OH ON OH OR OH OH OH OH OH ON OM OH OH 160 160 140 0 N h m „_ 140 3°NN Finis ed grade h v m tl 3tl 3°II ° 0 1V0 a m > 3 n 3tl a}m hW na Ln nm ONS N h� }p 01,oa J. Lhcti h 7 i 1,Y..i I -i1 120 r .Lrtitr ic` tril,.:I. - 120 0.Q CO0 o my ° HO y� 41 _ y > tl > m 3> 3 3 II II tl 3tl 3> p m �m W c0E N wlm W Do NE }E hm m Nm }1 +E E E £xtg grad "}i E r 100 100 Reta nin Wall 2 ! 1'Horiz.=1(' 1'Vert. = 1 ' 80 80 a 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 ag s �pE D PROF 1 E�� Revisions and Addendume ENGINEERING DIVISION 92nd Avenue Sidewalk SHEET 9 v Description Date o. 8 C S NW PueuC WORKS DEPARTMENT i$ �.- - � 13125 S.W. H4f1 BLVD. 13 r nGwq, ORMON 97227 OF 14 2 13190 SW 6811,Parkway,Sulre 150 VDIGE 50d—M-4171 Dye Ti6a-rd,Qrcgon 97223 mx �-02~0M Street and Utility Improvements 19 y 503.968.6655 www.cesnw.cum EE=www.nGAIRD-oltcov LE N Fa RENEWALDAiF6/30/13 DESIGN:JDJ DRAWN:JDJ CHECK: ARW PROJ. NO:XXXX BID ON:06 2013 Retaining Wall 2 Plan & Profile ��EZ Net— IA If I III IIIIIIIAII III r'as,,,,aue R- r MI till Iftl 11117 =V­ Typical Remlomed Weser Wag Section WaIlSe=th zone TIMaII'MoudelDiAtitl Renf­d P T�xl w- (Osla Buss PIP,oum s� Typical Rarnforced Was Sedlon TwngRhurrl=� U S� TYPPMW G—V Wall Sedon S"auu• M=MftometAcSWIonWaw r ............ P V. E,'� ,K � — / Nal, NMI Pro. On i6'Y ii ij.'j 0111114114 Tope Wad Stairs Feroe PI. F Fan vac ria. NOW Fence SaWorr[troad Fanoo SectronDeta Fan. &Plan Delay d. Dared ra TvW­ ww 6amva Pen cuss w. Grid A Rn Connection Staridanj unit Wall Ran I 6 GeOWW Installation on C� � R— E­ It o- I ­ r Jd -u­ Z.. 7 N111 T 4zr Universal Straight SPLI erea Wall 11f Wall edion at PW I Ltaniol. LT Coo unit oDfion can unit Callon 12 Sawilm T-ml Guardren Dixed Dra,nago s"de Dewd connection Deta Parapet EW D..11 Gatogind Instaflator,at Comma Le.,ehnq Pad Detall Cems - Standard Unit 21-Straight Face Detal ar conceptual D.It. Keystone Raitaiihing Wall Systems AQ6Uh[CXoxN­ Keystone Retaining WWI Systems Typical Well Must. Typical Wall Details SW 92nd Avenue improvement Project,Sidewalk Expansion City of Tigard,Oregon Preliminary Keystone Wall Design Estimates Grid Length"L"&Grid Vertical Spacing "Sv"as a function of Wall Height Apex Job N 320001990-00 Keystone Block Width(inches) Number Blocks High Keystone Block Height (including a minimum of Tensar Grid Ultimate Backfill Friction Angle Vertical Grid Spacing,Su Wall Height(ft) Keystone Block Type (inches) 2 embedment blocks) Tensar Grid Type Strength(lbs/ft) Backfill* Backfill Unit Weight(pd) (degrees) Grid Length,L(ft) (ft) Number of Grid Layers 18 8 Standard Unit 8 14 UX1100 3970 Clean Crushed Rock 130 36 5.0 1.33 6 18 — - 8 Standard Unit 8 14 UX1100 3970 Clean Crushed Rock 130 36 5.8 2 4 18 7 Standard Unit 8 12.5 UX1100 3970 Clean Crushed Rock 130 36 4.5 1.33 5 18 7 Standard Unit 8 12.5 UX1100 3970 Clean Crushed Rock 130 36 5.3 2 4 18 6 Standard Unit 8 11 UX1100 3970 Clean Crushed Rock 130 36 4.7 2 3 18 6 Standard Unit 8 11— UX1100 3970 Clean Crushed Rock 130 36 5.5 2.67 2 FIR 18 1 NE 5 Standard Unit 8 9.5 UX1100 3970 Clean Crushed Rock 130 36 5.0 2.67 2 18 4 Standard Unit 8 8 UX1100 3970 Clean Crushed Rock 130 36 4.5 2.67 1 o 1 4 14 `Note:Clfe..C,' ht DYER Crushed Rock contoning less "on in, ' a FRENEWAL DATE:6/30/11] Revisions and Addendums Descriptionins ENGINEERING DIVISION SHEET Date No. CESINW PUBUC WORKS DEPARTMENT 92nd Avenue Sidewalk R4 13125&W. MU OLM 14 77GARD. O)WGCW 97=1 OF '4p 13190 SW 681[h Parkwy,Suitc 150 VINIX,503-639-4171 -rigard.C7reg—97223 FAX. W_3­62"7W 19 503.968.6655 WW.71a4F?D-,XG0V Street and Storm Sewer Improvements DESIGN:JQJ I DRAWN:JQJ I CK: AR7 ISID ONW-12013 Retaining Wall Details FILE NO • a'-O"1 'ml One/kn IN h"did.vent flop r.l-MNrnlmUs) 2'f1' WOW width Yarn 2 Wo,wi01n oil sfgrn Smim- Smim 1 "-"OfO.re"1 m Contl d PA., a"Contram S Typiad ra/d R _ fop.0 am mla�mar) DETAIL "A- 211,- N. `lyp. 4 o mr,crr. sperm tin.a bottom rails DETAIL "B" sore �• o .r an M raN ffor.r txl. to lpMsde Rbf Spim Se Pm`a" S.Typ lon Smtm"Is,smrl I.dod abbe Fy,�I.1'� Ylitme/.n/seakr o bood }•j"di¢renl� 111/,"aa.vml r.r SIrKTIm SIW Cbo in motc ml .1. oily r0 DETAIL "C" L enrcnmRero or P.O. PrL5"dro doHama in Em 1nl.mmnd Pon.: I}j" :� m pall inE.item top am.Alta. nnnp IpadI ro YrW.Prepoe2-•4 U-Mrs Ifo"TWW Rat,Sperm- tYRae m, �{a _ anemU ao,dSr pmt mnnedfM I %`die not, t& - See da inmrrs min;mwn krgtn= mrram ran rotweM Trost -- �-- t% T," rmrill hod. lm Mm w-Y) ELEVATION v-or^a'e •40m�a mol. r�ma,aMr nrm 44WOiasifgk _y�",pb;,,xrya ANCHOR POST - SECTION SIDE MOUNTING POST - SECTION Pot,0-1111 r.ralmdw,"a pmul and—lb, PLATE WASHER a See corrmr Oelarl rrad PIT" /Q_r 12 rm.rrod pen prorl g rrp.Ma roml as rearm 1 M;ape encs sp;m AQus 6"� cm r oar —(Jim and Join r.r l am rwl,Ml.m W-C- `WIYm Shw in Cbfals`A'.`B'.aq`C"this Q/Wiry. FrNWI JI'AYI[rTr C m o. Fill yt" dia.—I noes: TMu ant fam w.ld fop roil.cent. 1p h Imlee rb, y,'0;o Vent d..Y v.r;mr member. 2-•4 U-b—w/1'-6` J�..1.YH din.r I}," �, TMu kn roil d Mrr.n rel air cent. reps or each MrJm Pass /e" I 1Pror AJ�W — /e d..y inlerrmm;are..rm/rmmber. 3 __ _ J '; F amnm r.aariryl 2-e4 U-mrs TMu OmlaO wmld x015 ne.rel MO. —,� CORNER DETAIL I—C.rmrrkralomOelar"c`). ••a Drill 3'4"dtavanla0. : g SIDE MOUNTING PLATE _ Af Roil Ems TMu motet d&"plate of bottom • - Yifer joint..lop ono d Men Ganem boot IAolart"C"A® -_ bottom roil moo m,& 4'-0"cep,. 4'-0"mar R.ngl I-0`aft:mr. 10 111 5"dra w.d oro pr;m.vnmro. Win. r-o'• anent PW Qladop E amaar I moats Yi c M cwoarc rruerrs SPECIAL RAIL END PANEL AT BRIDGE ENDS Do ''krmishwnmesimil. =tea '}; M.eprwhrg -- •4 00 CoIrmo L6 J to those I.typioa point ' 1ja"d!a x""dxp nine r.--� "4Oursim saga I os shown _ X6 di.. %-lonpstanross ofm r"1—fr.t SIDE MOUNTING POST - PLAN IY rM, l e,rontiM�.1 remrmpin. ill IV' dl. jmnfS.sm Cont—I Pknslo R poNonlNnp mr.lnsral mr pro ANCHOR POST PLAN � s/m davit mro r.IS Imnrp pro boon ways ave W P% r 6"long slW mr for , Is 2h OJM3 roils. GENERAL NOTES: 23b ,2%a 6"long sleet bur I. DP—ido r.IbnW.,SIrtCl—Weeir.NV—ding to OWT Sp,617.1ion 0261020. CNp—------------ °A9°rff'�I�R--D/_JAN-2D09_ \ TS 2EJ ,I .0.12s rats Preside HSS.TS 2r/, ,1% r'/. for onto.pmt NOTE ^+�.m.vN�am.o I.nerma.o.m� see Oermr"O"> Iran—b."In to 6`m e,rons;bnPride rs 2r/, ,I,L,,W3 114 ).TS 2y, ,1,0.12 111 o TYP RAIL SPLICE resnrs. DETAIL 'D" roan,,e rarmsMef.mlrrm.rrortimfs OHEGONSTANDAHDDflAWINGS Pro,im int.medioro Wflcals TS 2,1,OM3 114 page/. Th—locenn Museo drtnb ns 2r/, ,1,0.12 111 pmgolnW be usm E.inlermMiore verliLNs it Sranmrol Dnio g,WhOodasl()neo the ob.gr loslw id decals ore uoMA Inemooarlmwill;YWmrepy PEDESTRIAN RAIL PrMrm ofn ani sml strw rot hmIind of ro AASwtonor Y10 TASTY AJfi1 ]�]77 , Nbl-tib pel/van;m ars.OV.s f—in m1/asr•mrs 18 inIAST A.3 Ibbrrml;an.Sirwfura 1V � � � " M Insroll railing conforming ro elm mrirml.Mr. O liml blign—1 d flm anally—U..•b are..b.'Pon, Past fa be rwrnmro pane,Apaanp Io m roan.to wma Why d are—o and sholm mof 2008 mINTERMEDIATEv RTI A Pewide 0 minfeeml d Iwo bnrJgr profs I.proms. ae used vnYguf fOrmYlmrpe ' SRE CONNECTION ANCHOR POST D TA�II P—Aft Gooi,e m—dingoOWT Specificorion 02530.70. RBpLStemt Pmlesamel FrlBlrleer TYPICAL WELD DETAILS L. Effective Date:June 1,2013-November 30,2013 1:15 - BR246 FF PN�F aDI NEF 3 7 py W 14 {!t RENEWAL DATE:6/30/13 P� ps6 SHEETRevisions and Addendums PUBLIC� 92nd Avenue Sidewalk Description Date WORKSDEPARTMENT R5CESINW 13125 50W. HAL ELM 15 OF 13190 SW 68ah Parkway,Suite 150 W='503-838-4171 0 sed,carr aril v7223 �. R= Street and Storm Sewer Improvements 19 503.9GB.GG55 v,ww.cesnsl'.cnm LE N Retaining Wall Details DESIGN:JDJ DRAWN:JDJ CHECK: ARW PROJ. NOXXXX BID ON:06 2013 Tigard High School 14+93.66, 34.90'LT to 9174 SW Waverly Dr. 9 9 15+04.72, 34.07'LT 2S114ACO1300 Q 12" white stop bar 2S114AC00601 Grind and remove 1-inch T 15+25.16, 11"LT Z 8" White fog sfr' of existing asphalt. Feather L asphalt pavement depth & —— match existing surface � 15+25.16, OR Begin ouble ellow stripe zo io o zo 14+81.30 Begin�/ncii pavemen -----------------------__ , ---- — �: 92, 15+25.16, 11 RT - d Av _ Angle point 8" en�/Q :a_ .• .- - - wh--- - e -------- 1.4+81.30, 9.85 RT - -' - -- Begin 8" white fog stripe, match extg. -- -- -- --------___- 16585 SW 92nd Ave. 2SI14AC00500 �� �\ -0-1y 16625 SW 92nd Ave -' - __ - `� 2S114AC00600 -----------------------1F F 19+93.50, 5.5"RT Install 8-foot high, white, elogated text BUMP" Grind and remove 1-inch of existing asphalt. Feather asphalt pavement depth & 20+52.50 to 20.66.50 match existing surface Grind and remove 1-ile Install speed cushion 23+59.41 to 23+79.41 of existing asphalt. & checked striping per Cook Park Install raised cross asphalt pavement dep 20+51.50, 11'LT detail sheet S2. walk and striping match existing surfac End 8-inch white fog stripe per detail sheet S2 20+51.50, 11'LT End8-in 1 whit Begin 8-inch white 23+58.40, 1111 Begin 99, h w End stripe whit fog stripe 21+17.50, 5.5'LT End 8-inch white Begin 8-inch white fog stripe fog stripe fog stripe Install 8-foot high, 9 P 24+30.41, 5.5"LT 20+51.50, ORT [20+6750, 0 RT End 4-inch double Begin 4-inch double white, elogated text 23158.40, ORT 24+22.9 i ORT Install 8-foot high, 25+85.27, ORT BUMP' End 4-inch daub/e Begin 4-inch daub/e white, elogated text End 4-inch daubeyellow stripe yellow stripe yellow stripe yellow stripe BUMP" yellow stripe v� N �\ O I TW O ry - � _ -_ _ _ _._ __ —_----___---------_--------_----_ ------_------- \ 1 I \ \Q' 20+51.50, 11 RT ' g 23+58.40, 11 RT 23+80.41, 11 RT A ! End 8-inch white Extg speed hump to s fog stripe be removed prior to End 8-inch white Begin 8-inch white fog stripe fog stripe Q ) 20+6750, 11 RTJ pavement overlay(typ.) 9 P 9 P 25+85.27, it RT Begin 8-inch white 2stall 80, of high, End 8-Inch white £ fog stripe Install 8-foot high, fog stripe P white, a% 9 iPegated text a BUMP" Z A • s Ra Cook Park iiiiq O! io io 0 zo PR 6 IN Revisions and Addendums 4_:•ENQNm2ING DIVISION 92nd Avenue Sidewalk SHEET c/s9A ov Description Date o. B I Tj/�T S1 � 1 v ,/`/ PUBl1C WORKS DEPARTMENT c r �:� na4RD,15125 OREGON 97223 W. H4LL SUR 1OF C 7 __ E 13190 SW Gtllh Perkwa,y,97 ISO 3 FAL*Sa3 X752 19 aE y� �r1K�8.6655 �.,on 97223 wwwnc�RD-oscav Street and Storm Improvements I 5(13.96tl.6G55 WWW.CCS W.COn' Striping Plan RENEWAL DATE:6/30/13 � N DESIGN: Ind DRAWN:Jt1.l CHECK: ARW PROJ. NO:95037 181D :06 2013 100,(I)P.) too,(t)P.) F B F— B A A A A 8' Street Centerfine Street Centerline B B 14 2. PLAN VIEW PLAN VIEW 3.5' 6 1 6—74' - ,JI 35 3 5 L�4 — SECTION A-A SECTION A-A 12' 6' .................. P .................--_------------ .-._.. .. ............... �, ewG ................. :L��Tack coat Tack coat SECTION 13-B SECTION B-B -Speed Cushion Detail Raised Cross Walk Detail n.t.s. n.t.s. P 14 DYER F—RENEWAL DATE:6/3011 Revisions and Addendums ENGINEERING DIVISION 92nd Avenue Sidewalk SHEET Description Date No.1 By S2 PUBLIC WORKS DEPARTMENT CESINW 13125&W. U4LL SVA 17 50 �W 7rARD, a%WN 97W OF 13190 SW 68th P.,k..Y.Suj.150 VOME-50-639-4171 19 ,2.23 -62"752 'rig--d,0—g—9�7 FAX. 50 223 *W.7WAPD­a&G0V Street and Storm Improvements 503.968.6655 FILE NO j P ARWIPROJ. NO-95037 I Strip ng Details F DESIGN,JQJ I DRAWN:JLD .9 1 BID I 9174 SW Waverly Dr. 2S114AC00601 Install outlet protection 2SJ14AC01300 per detail sheet ER2 1 - ~ Tree to Remain (typ.) Tigard High School 16- Q J Install Sediment Fence ltv `\ 1 20 10 0 20 Tree to be removed t ��v111L{� 1 - 1 I o `-`\�--L.9 x•1 _ J=G �'.� G"'•"�r W 7-R .l'- '.I r \ 1 "`•! -T r, G ON X J i 1 1 '3 / Exfg wetland a iJ ,l \ .a :-'. ��i , ^ `• ,p" off _ _ i _ ,R1 G% i.. 1 . G _ r _ I �D , 9 T �d Ave l _' _ _ __ :a- t'•+2r- ..:i,..� i ------------ � l \ R r e°lc ,-rSl 16585 S92nd Ave. `\ ��``\ I \\E\M\ ��Z \ \\ \\ g B2' 2SI14AC00500W �� \\ `\ \ I I R+O ly '�-�i1� 1 \,, 1 I I I \\ SI 2S11 V,9f- A�QO T O T oh o lb I � fxtg wetland � I Tree to remain (typ.j__——� 9 Cook Park Extg wetland Install sediment fence vp� 1N per detail sheet ER2 (typ.) n/a. I /�) ———— P- I Tree to 4e removed (40 _ 21 — //,Wyk\ •' '� - ' l/ W W W W—W W W 'J vi—Vr- 1V--_W W V/ W •! _..—M -W- W- 1. --W .111-1- - J -Y�1 —_ m ----- :------------------------------------------------- i. Y==-- T _ T -- ---- --�---� __ _ - ._ - 51—$ SI Si ----------------_--- -------------------- T \/ OH TT T T T T T T TT - OX +l0 �---.. cif,=• O�• O� —�R O' bH__ - OM= _ J 'OH OH OX OH OH i OH �F� --ORT�IS Sil Orfs T - P Do • e tg - 122- - F 1 \`� Install inlet coon per detail sheet (typ.) [3 fxtg wetland Z �S G PNEF,,G/ • a E x Cook Park 2U 2a o 20 5 0, 14.'� See erosion control notes sheet ER2 OVER RENEWAL DATE:6/30n3 8� Revisions and Addendums ENGINEERING DIVISION 92nd Avenue Sidewalk SHEET �k Descri tion Date r$a DEPARTMENT ER ICESINW 13125 S.W. HAL BLVIM18 77om, OREGON 97223 OF 13190 SW 681h Parkway,5.w 150 V=-503- O-4171 j, Tigard,.Oregon 97223 *W, � Street and Storm Sewer Improvements 19 503.968.6655 www.cesnw.com FILE Erosion Control Plan N DESIGN:JOU DRAWN:JDJ CHECK: ARW PROJ. N0:95037 BID ON:06 2013 NOTES: p AA S/9LAAwE/S SHOULD + ee/NsraLLm�rRneaLLr 'Y+ C 1. WHEN RAIFALL AND RUNOFF OCCURS DALLY INSPECTIONS OF THE EROSION AND SEDIMENTCONIROLSAND DISCHARGE OUTFALLSMUST BE PROVIDED / * DONNSrAE T1 +' BY SOME ONE KNOWLEDGEABLE AND E)PERIENCFD IN THE PRINCIPLEA PRACTICES.INSTALLATION.AND MAINTENANCE OF EROSION LINO SEDIMENT /�.: +Y/x'_ r - CONTROLS WHO VVORK13 FOR THE PERMITTEE. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMS EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 71 EACH YEAR //\\ /T /\\/�\ \, ••. / �// T /\` s. DURNG WET WEATHER PERIOD.TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORKDAY. A. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION THEY MUST REMAIN W PLACE UNTIL PEfBMH@NT VEGETATION OR OTHER PERMANENT COVERING OF EWPOSED SOIL IS ESTABLISHED. WKG11'UUINAL ANCHOR THENCE TERMINAL SHAPE ANO CHANNEL ry T /� / N C� � N / 5. ALL ACTIVE HEM MUST HAVE SEDIMENT CONTROLS INSTALLED ANDMAINTURINMR NEDATALLTIMESDURMCOWrRucn0N. LESS01hWSE UNCTION TRBN + < //�/\.• + APPROVED.ASURFACE MOIDOEDANDATTACABLE,U.SHAPED FILTER BAD IS REWIRED FOR ALL CURB INLET CATCH BASING. S. ORPRCANTANOUNTSMPOS OF SED CENT OF THE SEDIMENT NT SITE SE BEC BE DANDPUPWITHPREVEN24 TED FROM PAUSED ARIEC RRENCE THE OF THE STABILIZED OR PROPERLY 0L9P0S®.TIff CAUSE OF THE 9EDIYENf C+E+F4'.F MUST BE FOUND AND RIEVEMED FROM CIWSINGA RECURRENCE OF THE • STAKE A!J'-5' / DISCHARGE WITHIN THE SMA:24 HOURS.ANY IM,%REALL CLEANUP OF SEDIMENT SHALL BE PREWRA®ACCORDING TO THE OREGON DEPARTMENT * /NTER✓KS �/ / \//�i �m� OF STATE LANDS REINIREDTIM E FRAME. +► + p �. ` \\% 7 SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWER&DRAINAGE WAYS.OR WATER BODIES L P • + ` p B. SEDIMENrMUSTSEREMovmFROM BBIWDALL SEDIMENT CONTROL MEAsuRERW1ENITHABREACI-EDAWIOHTOFiFTMTHEBARRIERHEIGHT. c od p '. I.. NN. i �/ \/ PLAN VIEW ANDPRICRTOTHECONTROLMEASURE&REMOVAL \ p p 0 p / oU�/ ` 6Mrs B CIFANNGOF ® ALL STRICTURES WITH SUMPS MUST OCCUR THE SEDIMENT RETENTION CAPACITY HAS BEEN IUCED BY 5D%AND AT \ p� ! \ � � R / � // 71. COMPLETION OF PROJECT. 10. ANY USE OF TOXIC OROTHER 11A7ARDOUS MATERIALS MUST INCWDEPROPER STORAGE,APPLICATION.AND DISPOSAL \ `f CHCCK SLOT Ar 27'#VIERLALS 11 THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES.USED OILS.CONTAMINATED SODA CONCRETE WASTE,SANITARY WASTE.LORAD '`' ISOMETRIC VIE • +` + T \\� �--I F•� ""� F"- B[FLTEn BIG WASTE OR OTHER TOXIC WB SUBSTANCESDISCOVERED OR GENERATED DURING CrRICRON. + \- STAPLES IIIiII W 12 THE APPLICATION RATE OF FBRTILMERB USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURERS RECOMMENDATIONS. ISOMETRIC VIEWNUTRIENT RELEASES FROM FEffnL9!ERB TO SURFACE WATERS VAIST BE MUMIM \;\\`�\\`� i• E MADE W APPLICATION OF FERT012ERe WITHIN ANY WATER WAY RIPARIAN ZONE TIME RELEASE FHir=RS SHOULD BE USED ND CARE BEGIRD F' �// TYPICAL SLOPE 15 OWNER DESIGNATED PERSON SAIL RESPONSIBLE FOR PROPER ON EE G=ALLEROSION SEDIMENT CONTROL STABILIZ TION LEASURES,INL[COROANCEwIRCURRENT EMWATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. 14. PRIOR TO ANY LAND DISTURBINGACTWEILTHEBOUNDARESOFTHEQ.EARNGLIMITSVEGETATEDSUFFERS•AIDANYSENSITIVEAREASSHOWNON `ice\\i\\i \ /\\i\ ,. SLOPL Sr,RF,ar�swLL R��Ft O/LA,rXa \���i•,.�;.., PROFILE THIS PLAN SHALL 13ECLEARLY DELINEATED INTHE F•IELD.IW)EBSOTHERWgAPPROVED.NoDISTUBBWCE13PEMITTEDBErrnmTHE �/\\/\\\;/\//\ /\\/ \//� \` //\\��\\� CIODS S7CKSAAVOUSS MT51LANKE/S CLEAWNGUMMS THEOWNmRmEBrrEE MUST MAINTAIN THE DOUNEATON FORTHE DURATION OF THE PROJECT \.\ \ \ \• ,\ \ \ s• ,. S, /MW GOOD Sar awrACr NATE VEGETATED CORRIDORS TO BE DELINEATED WITH l7RANfaE[XV13IW1Cf10N FENCE OR APPR97VEDEO111L INITIAL CIIANNBL ANCHOR TRENCH INTERMITTENT CHECK STAT 7 APMr PLRAGNCNT SfFaM;&'FORc MACAW, M r JO Stiff Rr,1NJrErs: NOTE CD 15 PRIOR TO ANY IADISTURBING ACTIVITIES.THE SMPS THAT MUST BE INSTALLED ME GRAVEL CONSTRUCRON J rAr BLWAl/5 LOOSELY PALO STAKE OR • � � NOTES STAPLE TO AAiINTA/N DIREC7 COMAC7 MM 1.BIO BAGS(PLT REQUIRED WHEN CONTROL.AND INLET PROTECTION THESE SM MUST BE MAINTAINED FOR THE OF TINEPROJECT. 3 I.GIECK SLOr5!O RE c0VV5rROCTFO g THE SOIL DO NOT STRETCH DISCHARGING SEDIMENT LADEN WATER FOR FIWDEA INF010NTRw 4 FiR AKNUEACAO ERS SPE'C47CAFA9 S 4 i. STAKING OR STAPLING UrOur PER ON LXSCN CRITERIA SEE 1B F VEGETATIVE SEED MIXES ARE SPECIFIED SEEDING MAST TAKE PLACE NO LATER THAN SEPTBIHER IST,ME TYPE AND PERCENTAGES OF WED IN AAuu�CTU.?fR5 SPCCII/GTKI.VS 2.STAKING OF BAGS ON CR%-TER R Or CLEAN WATER THE MIL ARE AS IDENTFIED ON THE MANS OR AS SPECFtED BY THE DESIGN ENGINEER. $ 2 SWIK C OR SFAPLAVC LAYOUT PCR $ WITH EITHER METHOD USING(2) AwK/rACEROSION MNENTION IORERS SPEOT)C4navT �SD)O6M CONINOI. I"x 2"WOOD STAKES OR APPROVED P NINC AND OFSIn..MANUAL. 1T. WATER-TIGHT TRUCKS MUST BE USED TOTRANMYORT SATURATED BOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN EQUAL PER RAC. THE SOL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMP&GOR MUST BE DRAINED SUFFICIENTLY FORMINONL SPILLAGE yyy 18 ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN LINDISRLREIED•PREFERABLY VEGETATED AREA.A/D TMOUGH A SEDIMENT MATTING CHANNEL INSTALLATION MATTING SLOPE INSTALLATION OUTLET PROTECTION �( CONTROLBMPQE FLTERSA% dearEWaher Services deaTlWa6er Services RIP RAP deanVlF.Iter SNUvice4 19. THE ESC PLANMUST BE KEPT ONSrrE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DRAWING NO.800 REVISED 12-00 Ow numilmwlNslu.. DRAWING NO.805 REVISED 17_W MA •w r..w..m 1.el... DWloil D—Ing B20 REVISED 12-06 Wo.mmdlmexl i.ae,. DOES NOT ENTER A SURFACE WATER SYSTEM.ROADWAY.OR OWER PROPERTIES. 2D THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 61TE CONDITIONS.DURING THE CONSTRUCTION PERIOD,TH E3E MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH AIL RE-RLATIONS V 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 22 IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPG MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLAffnC SHEETING.MLLCHM OR OTHER APPROVED MEASURES. 23. ALL EXPOSED 3015 MUST BE COVERED DURING WET WEATHER PERIOD. Rj • UNDISTURBED I ANGLE FILTER FABRIC vEGETATON I FENCE TO ASSURE SOIL IS TRAPPED + 1 I 1"pF9gR FOR BAG REMOVAL 1 GFCX BASIN GRATE STANDARD EROSION CONTROL NOTES i INTERLOCKED �� O� � 2"x 2.POSTS AND ATTACH PLAN VIEW GTGX BA:I .; `^ .! / FOR SITES LESS THAN 1 ACRE CleanWa6eT .SEIV1Ce5 NM EXPANMON RESTRAINT UP.4WIP1G N0. 945 REVISED 12-06 OOr commitmeDl iR tlov. SE STITCHED LOOPS CIILWATE SDA TO CREATE FUR J( "' FERPERDKIAAR TO ROPE 3"minimum f—Noe x�a OVER 2'x 2'POSTS NOTES: �I 1 BERT BOTTOM OF MRTI FABRIC R• YFROLLMISrA T BELOW fwISHFD BRML A >.•�j � I 2 7.Y FOL PINE OR STEEL ITrCE POSTS STORM HPE �- Posrs m BE IN TAILED ON UPHILL SIDE m ROPE. _ MOSTUR® _iO\ • CmPAM BOTH SIDES OF FILTER FABRIC RENO. WIENQPfOR S PANELS MIST BE PLACED SNAE PROFILE SETING NO.840 2�2-XRL•RUBBER BLOCKS NIS POLTPROPLENE FILTER SACK(WOVEN) � LASE DOM TRACKS m CREATE fAOv+6 W �;? � ! FILTER FABRIC MATERIAL PERPE OXOILNR TO SLOPE ti • r; yU S„ 'y R ` 3fi"WIDE ROLLS - �... WOVEN POLYPROPLENE SACK J 6 MAXJMUM SPACING I 1 NOTE' FOR FADRIXEA wroRwTON \a_\ FOR R TNER wFOI?.AnOR FOR I'URTH R INFORMATION wApid�LaTnEArSEE I. RECESSED CURB INLET CATCH BASINS ON DEWN gODaA SEE ON Oma CROTRA SEE - FRONT VIEW SERVICES EROSION PREVENTION MUST BE BLOCKED WHEN USING FILTER 01.POR A of QEYI WATER CHAPTER R OF CLEAN MIENNTS AND SEDIMENT FABUET SACKS.S12E OF FILTER RIC INLET SACKS 0 BE DETERMINED S[RHCES ER090N RtEVOMTIDN 5 AND SEDIMENT CONTROL PREVENTION PLANING AND DESIGN MANUAL, BT MANUFACTURER. AND SEDIMENT OE�m AND OE9 PLOWING AND OEMA+ PUNMNG GN YANWLL. � E adeanWaleTSavrctw deanV��erS� INLET PROTECTION SURFACE ROUGHENING SEDIMENT FENCE d� erServlces TYPE s n' CAT TRACKING Wm w�W mnI b tlxo, wl....am.xu.ae.. NH..n..11m.m N SUIT,. DRAWING NO.830 SENSED 12-08 ORA WING N0.875 raEwsn 17-m ORA WING N0.920 SENSED 12-08 s a R.c GPI ROfE Revisions and Addndums SHEET 5 ENGINEERING DIVISION 92nd Avenue SidewalkDescri tion Date No. a PUBLIC WORKS DEPARTMENT E72 CES NW T,F25 SW �BLV19 VUM*=31-41N-4171 na4PA OREWN 97223 0'S'DYER 13190 SW 68th PMrkomy,S—150 F O 19 !T fig—d.C)rcbnn 97223 *,W,n WV Street and Storm Sewer Improvements gF RENEWAL DATE:6/30/13 503.968.6655­c-.-C.- LE N it DESIGN:JDJ DRAWN:JDJ CHECK: ARW PROD. NO:95037 BID ON:06 20 13 Erosion Control Detials