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Main Street Sanitary Sewer Relocate CITY OF TIGARD OREGON � [ e TAYLOR'S PLANS FOR PROJECT �RRY 5 Q NORrNH yG�p �� DAKOTA Q to aARMAIN STREET SANITARY SEWER RDI SGT SmErr ; , N LQ FANNO CREEK CROSSING ELIMINATIONSTREETMCDONALD '9/N RD R BONITA RD m A q °� N TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 16, 1998 BEEF BEND RD- DURttAM0� Project Location=* VICINITY MAP & INDEX OF SHEETS Q) SGN TEMPORARY SIGNAGE PLAN oc m SS1 SS LINE A PLAN & PROFILE TER ST , SS2 SS LINE A PLAN & PROFILE o r� CI SS3 SS LINE A PLAN & PROFILE QD o PACIFICHWY (99W) SS4 SS LINE B, LAT 81 PLAN & PROFILES SS5 SS LINE C PLAN & PROFILE N� (g9w) SS6 SS LINE C LAT C1, C2, C3 PLAN & PROFILES z o PACIFIC Pl PARKING LOT IMPROVEMENT PLAN C1 DETAIL SHEET ° C2 DETAIL SHEET MAIN STREET C3 DETAIL SHEET C4 DETAIL SHEET . w C5 DETAIL SHEET y wCyC6 DETAIL SHEET a Project 0 r- n C7 DETAIL SHEET' 4/ CS DETAIL SHEET x Location ¢ 0 1 OF 2 BRIDGE MODIFICATION PLAN AND GENERAL NOTES to (OPTION 1) 2 OF 2 CONSTRUCTION DETAILS AND SEQUENCE (OPTION 1) tt FANNO CRK PARK Z Ko Q M N 4 Q�p PROFS 1 NV SS�O u LOCATION MAP W Av 14,392 �� y q CITY OF TIGARD CONDITIONS OF APPROVAL. {SENSITIVE LANDS REVIEW (SLR) 2011-0004 ' CML a' 1. PRIOR TO SITE WORK THE APPLICANT SHALL SUBMIT THE THE CITY THE APPLICABLE U.S. ARMY CORPS OF RECORD 93011OREGON 2 �N ENGINEERS, STATE OF OREGON LAND BOARD, DIVISION OF STATE LANDS, AND CLEAN WATER SERVICES PERMITS. 'A, '��qy ao, �9$�v A77EN7XW.•Dregon low requires you to follow rules DRAWING ` adopted by the Oregon Utility Notification Center. Thost WA 1 — 9-3-15 <r SARAH rules are set forth in OAR 952--001--0010 through OAR 952-001-0090 You may obtain copies of the rules by 1. FOLLOWING THE REVIEW OF THE SUBMITTED MATERALS, IT APPEARS THAT APPROXIMATELY 2,135 SQ. FT. OF j calling the center. (Note: the telephone number for the Oregon Utility Notifrcotion Center is (503) 232-1387). BUFFERS ASSOCIATED WITH THE SENSITIVE AREAS WITHIN THE STUDY AREA WILL BE TERMPORARILY IMPACTED. EXPIRES: 12/91/ IN LIGHT OF THIS RESULT, ENHANCEMENT OF THESE AREAS SHALL INCLUDE SCRAPING AWAY AND FILLING A77ENTM:Notify NW natural at (503)220-2415 when OF RUTS CAUSED BY VEHICLES, SEED OF ALL AREAS WITHIN THE VEGETATED CORRIDOR WITH NATIVE Kimberly S. McMillan, P.E, ENOINEERWO DIVISWN excavating within 5' of an existing high pressure gas PLJSLIC WORKS DEPARTMENT main. PLANT SEED AND NATIVE TREE ANDIOR SHRUB REPLACEMENT IN THE VEGETATED CORRIDOR WHERE ENGINEERING MANAGER a REMOVAL OF NATIVE VEGETATION IS PROPOSED. Januar 6, 2014 13125 sO HALL BLVD. ® TIGARD, OREGON 97223 CALL BEFORE YOU DIC! VOICE: 5DJ-718-2466 2013-83011 FAX: OR.GDY 2 / 1-880-332-2344 PROJECT NUMBER LEGEND GRAVEL CONSTRUCTION DITCH INLET t 9LF H ENTRANCE GRATE'.• 146.77 SS02AO75VEGETATED CORRIDOR sy IN: 145.48 RIM: 147.0± LINE OUT(24"CCP): 143.27 OUT(12-SE).138.ft � � SS. RECONSTRUCTED VEGETATED - ASPHALT PATHWAY CORRIDOR / et 4 540 SF;* - LINE S t / VEGETATED CORRIDOR 3 2 - �. pp GRASS SEED MIX / sFf HESTORA77ON AREA LIMITS OF PATHWAY _ RESURFACING. ', -- _ GRASS SEED MIXT&�R SAWCUT STRAIGHT SHRUB RESTORATION CLEAN EDGES 7 i SS02A097 J r -- -f_ - - �� Y AREA MULCH SHRUB _ AREA WITH 3" OF 645 SF.* r___='� —END PAVE AT BOARDWALK GARDEN MULCH. 4 =` CONCRETE TRANSITION _ ' DU REPRESENTS' DUPLICATE QUANTITY / SSD2A098 ----�_ = . ^ _ EX. TOP OF BANK � CONSTRUCTION NOTES: 0 RECONSTRUCTED PATHWAY PER FANNO CRK. TRAIL PATHWAY REPLACEMENT SECT70N. SEE SHT: C5 SS02A09 O 4' TALL BLACK VINYL-COATED CHAIN LINK FENCE q SS024098 (48-0), .4' DP. a 162 (46-0 SADDLE UK 6 VEf� 3-WIDE, 4' TALL BLACK VINYL-COATED CHAIN LINK GATE � W/ WATER GHT FRAME & COKR 1+06.84 A 0+00 A RIM.• 146 5 O WATER QUALITY GRASS SEED MIX APPLIED TO AREAS DISTURBED BY i CONSTRUCTION ACTM77ES SEED MIX APPLICATION RATE ON SHT. C8. x IN (12"N): 38.1 0 C/L PI OUT (12'3): 139.10 o a IN(12'NW): 37.4.* O 3' OF GARDEN MULCH TO SHRUB AREA PRIOR TO PLACEMENT OF WATER s 148 � _y LLJ� QUALITY SEED MIX AND SHRUBS PER THE PLANTING SCHEDULE LISTED ON SHT, C8. INSTALLED TREES - Cascara (Rhamnus purshlano). CU VERT PIPE - REP ED SS LINE A PROFILE z E a 144 ARMOR SLOPE WITH CLASS 50 RIPRAP. HORIZ: 1 =20' LVERT: 1 = 5' O MANHOLE BASE SUPPORT- 10x10' REINFORCED o 9 20 Z CONCRETE BASE 6" THICK. 14 BARS AT 12" OC, N 106.84 LF 12" PVC 20 .00 12 z HIGH ENERGY STRENGTH 4000 PSI CONCRETE' ON GIN*�, W) I.Ip S=70.0093 SUBGRADE STABIUZATTON GEOTEXTILE. w1 14,392 �'I' 0 �� r CpnL oREcorr 0 Fm A 0+25A 0+50A 0+75A 1+00A 1+25A 1+50A RECORD 93011 6k, DRAWING Revisions and Addendum- ENGINEERING wORKs WORKS DEPARTMENT Description Date No. SY MAIN STREET SEWER SSl SCALE: 1" = 2a' DETIYNT S.W.1,3125 WU BLVD. OREGON 37223 FANNO CREEK CROSSING ELIMINATION � 71GARON VOICE. 50J-718-2466 SS LINE A (0+00 .. 1+50) 20' 10' 0 20 W.• 503-824-0752 WWW.nWD-OR.GOV ILE N DESIGN:JRP DRAWN:JRP I CHECK: KSM PROJECT NO: 2014-93011 1-6-1 PLAN & PROFILE 19,30111 1 EX. PROPERTY EXISTING BUILDING VILLAGE AT FANNO CREEK � Exrsr wacc LINE . .... .... ... LEGEND n Ex. UTILITY POLE 1+5LLLLL�LLSS024096 F- NEW ASPHALT w I L LLLL_LLLL2*6oA-LLLLL EXIST WAS W w LLLLL �LLLLLL_.LLLLLLLLI . LLL N GRAVEL PARKING LOT O 1¢—_ O � 75' P.S.S.E. —' � — t� - - - --. W w � �r � � � z NOTE Z U DUPLICATE MEASUREMENT U END PROP. 4' WHITE STRIPE 72564 SK' MAIN ST f 1 SP GRAVEL PARKING LOT 21502ACOI 150 I �e EXISTING OWNER. MAIN STREET LLC BUILDING 1 \ EDGE OF ` BUILDING co x 156 156 �6 UNDERGROUND POWER CROSSING AP ROX LOCA770N. 4 4 o fX. GROUND N O C/L PIPE 0 _ 152 � - .�— ^ - - 152 {� — --- — —T-- — _ z z (n z g SS02A096 O 148 W 148 4 (46-0), 0.7 DP. w (� t� W/WATER TIGHT FRAME & C VER 3+09.85 A e RIM: 152 05 f= u Z IN (12-N ). 141.78 r z ti 14.1 — 144 �/�LCe� N © 20J. 00 LF 12" PVC ( s aotOD ` � 0 s=0.0112 c�; w 14,392 � 9 -------------- h 140 140 SS LINE A PROFILEo��x x SCALE ! HORIZ: 1'=2O' VERT: 11" = 5' l y$ARA1� �U 1+50A 1+75A 2+OOA 2+25A 2+50A 2+75A 3+OOA 3+25A 3+50A �>M: 12/81/ 13 Revisions and Addendums EN ING DIVWK)N SHEET Description Date b. By P�uc WORKS DEPARTMENT MAIN STREET SEWER ss2 SCALE' 1" T 2Q' 13125 S.W. HALL BLVD. W nGARQ OREGON 97223 FANNO CREEK CROSSING ELIMINATION �+ VOICE.• 503-718-2466 $ 20' 10' 0 20' 503-6240752 SS LINE A (1+50 - 3+50) JIFAX.- WWW.77GARD-OR.GOV ILE N DESIGN:JRP DRAWN.--J—RP-1 CHECK: KSM I PROJECT NO. 2014-93011 PLAN AND PROFILE 93011 MAPLEWOOD DR04 I Lai � A N 15' PS5E PEDGE OFMENT PROPERTY LINE ! 9 '`�( C��T�NU I SRN S LS r WEI LEI ACCUPUNCTURE Ep a �s 12579 I CLFJI 7' EET o - - -"-. e _ SS4 SS Sy 1 AVES LABS 12571 F E O CAPE EDGE OF ~ , CO ' S502A09 STAIRS BUILDING FO uRrE 12564 SW MAIN sr 4" WHITE STRIPE � EK 8VAT LINE 2 rso2Aco r oo D( (2) 12"Sv a W T Syf£T MAIN STREET LLC 4�a PRO DESIGN SOLUTIONS/KARATE BUILDING \ Ex (1) $"SS L!N 1 h� ` S5„ SS02,4095 (48-0), 9.84' DP W/ STANDARD FRAME 0 5+27.19 A = 0+00 B & C =23+52.50, 8' RT MAIN ST h RIM: 153.79 IN (8 SW): 144.41/IN (12"NE): 144.15 OUT (12"SE): 143.95 '— 156 Ss CLEANOUT 156 LEGEND co) CO 3 5+02t A o w Dl ROUND RIM: 153.$1 {o � ® C L PIPE OUT: 143.91 --L _,_. � - NEW ASPHALT DRIVE AISLE rc �„ — �.. .�... ..._. ...... — �- 152 152r u w TOP ELE14 150.84 o v SS LINEA 'PROFILE BOTTOM ELEV 150.E a OA0 ALL Ir Z a HORIZ: 1"=20' EX. 8"WAT CROSSING 0 0 a 3: VERT: 1" = 5 12" 148 148IEs: GROSSING 149.9 & 149.5 5D CROSSINGS CG W s p 192 LF* IE.• 148.51 CDC -cc 12 PVC g L`" S=0.0100 (*) 1 144 44 ���p PROFF�s IQ Z �5� GINE U 00 14,392 U } — DENOTES DUPLICATE LENGTH Kk 140 H 5 LF.� 12" PVC • 140 �C�mN N —0.0100 �N Cp SARAH� 3+50A 3+75A 4+QOA 4+25A 4+50A 4+75A 5+0OA 5+25A,19 Revisions and Addendume SHEET Description Date o. By P ORKS�ARTMENT MAIN STREET SEWER SS3 SCALE: 1 = 20 13125 SX ON 97223 BLVD. RGARD, OREGON FANNO CREEK CROSSING ELIMINATION ' VOICE. 503-718-2466 g 20' 10' 0 20FAX: 503-624-0752 SS LINE A (3+50 - 5+27.19) 4 w WWW.nGARD-OR.GOV FILE N DESIGN:JRP I DRAWN.JRP CHECK: KSM I PROJECT NO: 2014-93011 PLAN & PROFILE 93011 12575 ACCUPVNCTURE " _ _ 257 LABS z o 1+47.84 RS _wSE�DETAIL o Z 4 .4 �� +n q� 1NST. CLEANOUT `�R THIS SHEET � N PER CWS DWG. n NO. 500 RIM: 154.7.* ``\ CA in _LAT�, ....LAT FROM �® ° �tii �Chi O OUT- 148.7 v SS02B081 156 56 iAT �. o- - cL48S 4-1/ _..... SS LAT BI _ F FROM , 2" STEEL GAS 8" WATERLINE (SEE PROFILE} ,°� L.r WEr �: SSING, POTHOLE Lal FOR CONNECT) N R:/W-LiNe-- -- 152 TO VERIFY. v Mq�H Sr 2 z O aF PRC. SS CONNfC71ON 0.0. j w © Fv 0.0680 s's � 50 SS02A095 148 �' 148 z X03" 1+56.6'.AB N 'SINS-- -SAN SAM fir- --SAN 'SAk 5µ ,yN N 50 ���o sp so � 50 5o Z d APPROAPPROX. E IN 5o so � :: 0 TO PROPOSED LATERAL APPROX. V 8" SS MAINLINE 1 .84 B 1 --- EX. FO UNE _ r S S LAT 1¢ 8 6 WYE. IE 144 N ' NNUTIDN EX "12 — . ., . 1� CQ N• 148 5S 'ter SD LINES 8' YAT LINE o "~~ - _ -" , 1+00 1+25 1+50 1+75 SS02BO79 - DTA! EX ABANDONED (i _ �A__ VAULTS - � V.T.S 0+33 B 23+1x.76, 5.9RT LAT 81 PROFILE CONTINUED FROM SHEET SS3 MAIN T 145.40 SCALE ( R�Z : "=30' EX. 12"SD 0+00 VERT: 1" = 6' 23+52.50, 8.00' RE MAN ST 160 r RC1 r z 160 -�� IE. 153.04 RULE-DATACQNERUCTION NOTES: �O EX. 12"S ~ti �`—— O AC SURFACE PATCH PER DETAIL ON SHT. C5. 0) o LL O CROSSING �� — w 156 �� __ 156 ABANDON SANITARY SEWER LATERAL IN PLACE. 4 EX. GA O FRAMEOAN CD OVER REMOVED. MH FXLED�W TH 0 EX-GROUND-- SAN(FARY SEWER MAINLINE IN PCE. ® /L PIPE 152 CROSSING 152 CLSM z 210. 0 -0.03 a P� W cr a 148 148 cc SS02B 81 4x"0 0.7' DP LINE C 4 UIW ® S=0-0 0l7 12 r PVC N 2+10 = 0+33 B 144 �Ep PROFFs�� RIM: 1 1.63 8x8' TEE 144 W): 151.14 IE ® MAIN: 45.40 �+ 14,392 4 OUT 8 NE: 150.94 2+50B 2+256 2+OOB 1 75B 1+508 1+2513 1+008 0+758 0+50B 0+258 0+008 —0+25B CBVII 5$026070 OREGON 2 SS LINE B PROFILE 2+36.22 B = SCALE IN RIM, 8.72' RT. MAIN ST RIM: 162.30 HORIZ: 1"=30' <3• � VERT: 1'° = 6' $AKAR OUT (8 WE): 151.40—EXTG./PROP. RECHANNEL BOTTOM OF MANHOLE : 12/31/ Rov1a 1one and Addendums EN ERMO OMSM MAIN STREET SEWER SHEET Description Date No. By SCALE: 1 PUBLIC WORKS DEPARTMENT SS4 1~ 13125 S.W. H,4LL BLVD. ■ TIGARD, OREGON 97223 FANNO CREEK CROSSING ELIMINATION �+ VOICE.• 503-718-2466 30• 15• 0 30' FAX: 50,3-624-07.52SS LINE B (0+00 - 2+36.22) LAT 131 4� WWW.TlGARD—OR.GOOR.GOV � ILE N DESIGN:JRP DRAWN:JRP CHECK: KSM PROJECT NO: 2014-93011 PLAN & PROFILES 93011 II ! CONSTRUCTION NOTES: 1 111 ( !! O PAVEMENT REPLACEMENT PER STREET CUT 64SS o DETAIL. SEE SHT. C5: Lir -Z Li - -�-� - BRIDGE END-4 SCOPE- O PANEL IMPROVEMENTS -—--—-- --—- SCOPE OF WORK TO INCLUDE. • PARTIAL END PANEL REPLACEMENT PER OBEC PLAN SHTS. 1 & 2 (OPTION 1). INCLUDE - ______- __ _ _ AS PAY ITEM IN BASE BID. J1 A ABANDON SANITARY SEWER MAIN IN PLACE. FILL PIPE WITH CDF 8- SS02A033 SS024095 n f 4 ABANDON MANHOLE IN PLACE. REMOVE MANHOLE a N � SS02A094 5 � 2 BRIDGE _ FRAME & COVER, SPACERS, CONE, OR FLAT TOP IF POSSIBLE WITHOUTH DAMAGING THE CONCRETE END PANEL. FILL REMAINDER OF MANHOLE WITH CDF. 0+50V +OOC MAIN ST -SD SxrSlt. SR - 50 59 5 / ill... W r r LA 60SS4 \ I 0 I { 4 74 r II LAT -' \� I ] a�— FF0 LJ \ r 4 SS02A095 4810 9.6' DP SS024033 4$'°!!!, SADDLE MH, 0 c] q 0f 00 SS UNE C = 6' DP. 1+63.03 C = � o SS024094 48"0 , 6.7' DP 25+05.27, 21.11' LT MAIN ST 23+5 2.50 MAIN ST a RIM. 153.8E +�6.5 = RIM: 151.9-* E3C GROUND 24+69, 8.0' RT MA1N ST IN (81N): 146.9# IE IN {8 SW): f 44.41 4 1N (12 NE): 144.15 0 CIL PIPE RIM. 152.0.E OUT (12"SW): 145.9-* g ti OUT {12SE): 143.95 IN (12"N): 14-5.5± tI1 OUT (12 SW): 145-J± {"f w 156 w 10" SO CROSSING 156 Q �} _ r SD W CROSSIN cc p 152 EX. 2 S 152 a CROSSINGDC 2" N W 148 U 11 3.3' DP 1, z NEB =0.0100 0 ��14,392 K k z4 144 46.96 LF 12" VC 144 •-h U 0+$4.53 C 0+79.5.LC) 1+00 C ��� _ IF MAIN. 144. IE ® MAIN N.• 144.95 IE ® 145.15 SS LINE C PROFILE �qr so. �90A SCALE �� O+OOC 0+25C 0+50C 0+75C 1+00C 1+25C 1+50C 1+75C HORIZ: 1"=30' 5<y SARAH� La VERT: 1" = 6' 12/31/ k Revielons and Addendums EN �N4 DIVISM SHEET Description Date o. Ey SCALE: 1,1 = 20' All �uC WOFOCS DEPARTMENT MAIN STREET SEWER s55 A- 13125 S.W. CON 722 FANNO CREEK CROSSING ELIMINATION 71GARD. OREGON 97223 ►Cs.3-7r$-2466 SS LINE C t0+00 1+63.03) za 10' a 20' W. 503-624-0752 _ ® WWW.77WD-0R.GOV L E N pESIGN:JRP DRAWN:JRP CHECK: KSM PROJECT NO: 2014--93011 PLAN & PROFILE 1 ' 71GARD BIKE AND SKI AVES LABS SS LAT C1 12549 c? (SEE PROFILE)12571 Q ? W 0+53 � 4 N z Q INST cL�wour PER _ EX GROUND c�� CWS DWG. NO. 500 _ ___ ® CIL PIPE x q RIM: 152.5-+ _ —HS`�5—�4:- 5-knr �; O 146.54 -- �_ _ ----_ T_ - 152 _" __ -� ✓ 152 UCE DOWN NECESSARY AT OF CONNECTION . 0 C� 5SOZ4093 148 148 SS024095 SS02A0914 2 CV O+OO LAT til- 4 _---...._.__ 0+54.53 C - E 31 PV IE 0 Ct00 F.12'�S 0410 � E. . 53. $35 144 0 144 o MAIN ST 0+00 0+25 0.1.50 0+75 n --- =_- _ SS LAT C1 PROFILE SS LAT C3 _ , _�—.._—__ � SCALE Wj SS LAT C2 �'� / + - l NORM 1*=30' SEE ( PROFILE) o o (SEE PROFILE) ' NORIZONTAL BENDS HORIZONTAL BENDS INSTALLED PRIOR TO I o INSTALLED PRIOR TO CONSTRUCTION NOTES: VERT: 1" - 6' " CONNECTION TO EXTG. SEWER LATERAL ' CONNECTION TO EXTG. o O 0+00 LAT C1 = 0+54.53 C -- SEWER LATERAL ., EX. 4 SS LAT �� ,� i z , 24107.01, 8' RT. MAIN ST 'EX. 4" SS LAT EX, FO VAULT 1 1 �` INST. 12 X8a TEE 064 DESIGN SOLUTIONS/ ICAR47E IMAX S FANNO CRK BREW PUB R07AIE TSE AS NECESSWY FOR E `,�' �` �� � SEWER IMPROVEMENTS SEE PROFILE.2562 O 2 0+00 LAT C2 = 0+79.55 C = (� Q 4i CLEANOUT PER CWS DWG. NO. 24+32.02, 8' RT. MAIN ST o I� 500. RIM: 152.4±. EX. GROUND •H W INST 120x6" TEE OUT: 148.5± 6113- Z EX, 8'C1 WA CROSSING 0 CIL PIPE z -i ROTATE TEE AS NECESSARY FOR SIDE lE. 147.81 EX. G OUND ® CIL PIPE156 �' 3 158 SEWER IMPROVEMENTS E. SEE PROFILE. EX. 8'SS MAINLINE 152 152 x ; C OUT PER Y - O 0+00 LAT C3 = 1100 C = CROSSING. IE: 147.7-+ REDUCE DOWN CW DWG. NO. 500 3 Q AS NECESSARY AT , 152.3± 24+52.47, 8 RT. MAIN STO Z z EX. 12'SD MAINLINE POINT OF CONNECTION OUT" 148.81 INST. 12 x6" TEE y CROSSING. IE: 147.3E 152 152 ROTATE TEE AS NECESSARY FOR SIDE (SO TO REMAIN) 148 148 0t 14 LAT C3 RE UCE DOWN SEWER IMPROVEMENTS SEE PROFILE. W o IE ® BEND: 148.45 NECESSARY AT E x EX. 4'SS LATERAL INST. 9 LF 6" PVC POJNT OF CONNECTION a Q 0+00 LAT C2 APP OX. DEPTH: 3.4' 3034 ® MIN. IE 0 7EE• 145.20 S=0.0200 148 148 INST. 13 LF 6" PVC 144 144 0+00 LAT C3Q�p PROF�r s3034 ® S=0.0200 EX. CONC. DUCT BANK IE ® TEE: 145.30 Gg.�� I N p s�p2 0+13 LAT C2 CROSSING, DUCT WIDTH INST. 14 LF 6 PVC W W 14,392 4' y U = 5.5. DEPTH: 2.2'- 3034 ® S=0.225.E Q r INST. 45' VERT 0+00 0+ 5 0+50 k 0+00 0+25 0+50 TOP DUCT.• 147.51 TO BEND N BEND. IE.• 145.42 BTM DUCT' 145.3Ex. 12'SD ± _� EX. CONC. DUCT BANK CIVIL Ni CROSSING IE: 146.5E CROSSING. DUCT WIDTHSS LAT C3 PROFILEa 0+17.3 LAT G2 SS LAT C2 PROFILE (SO TO REMAIN) 3.5'. DEPTH. 1.4' SCALEINST. VERT BEND. IE. 14820 SCALE EX. 8"SS CROSSING Ex. 8"CI WAT. CROSSING. HORIZ: 1"=30' 1� 4. INST 9.7 LF 6' PVC 3034 ® HORiZ: 1"=30' IE. 147.3-+ IE' 147.5E VERT: 1" =6' S=0.0300 VERT: 1" = 6' > s: iz/s�/ ° Revisions and Addendurns SHEET Description Date NO. B , WORKS D AR� MAIN STREET SEWER 556 SCALE: 1 = 30 13125 S.W. tWi .51 VD. a� 77WD, OREGON 97223 FANNO CREEK CROSSING ELIMINATION $ VOICE. 503718-2466 SS LINE C SLAT C1, LAT C2, LAT C3 30' 15' 0 30 FAX: 503-624-0732 WWW.11WD—OR.GOV ILE NCI DESIGN:JRP I DRAWN:JRP I CHECK: KSA41 PROJECT NO: 2014-93011 PLAN & PROFILES 83011 J" OF GARDEN MULCH OVER � \-•� a . DISTRUSED GROUND AREA, o� a° MAPLEWOOD DRIVE MAIN STREET VILLAGE 1 AT FANNO CRK 9 EXISTMG BUILDING SS02AO95 ex�sr �A�c SS02A096 •°�. LLLLLLL-L.LL PROPERTY LINE LLI_LLLL LLLL�LLL EXISTa I l_LLLL r LLLLL L L l LLLLLL LL LL t ---- EDGE OF •� PAVEMENT t FIRE l ACCESS � STAIRWELLJ. \\ EDGE OF I! EDGE OF BUILDING LEGEND �, PAVEMENT f PRO DESIGN SOLUTIONS/KARATE BUILDING ASPHALT REPLA CE T AREA o , ! \ hQ; L � ----- 12564 SOZR W i MAI ST 1 1 X -4 � GRAVEL PARKING LOT ARdI\ ° —�-��.� _ � MAIN STREET LLC z_ r y i LANDSCAPE MULCH r r CONSTRUCTON NOTES: MAX'S FANNO CRK BREW PUB 12562 -0� O PAVED BACK PARKING LOT DRIVE AISLE. SEE SHT. } t r Ica z C5 FOR PAVEMENT REPLACEMENT DETAIL. O all V GRAVEL PARKING WITH 1 j=-O AGGREGATE. SEE SHT. C5 FOR GRAVEL 4 REPLACEMENT DETAIL. £¢ O ASPHALT SPEED BUMP. LENGTH =12't. PAINT SPEED ` \ �� r I SS02A094 BUMP YELLOW. SEE DETAIL SHT. C6 , a" �4 PREMARK THERMOPLASTIC "ONE WAY ARROW"AND "ONLY" PAVEMENT MARKERS PER DETAILS ON SHT. CS. — � O 4' PAINTED WHITE STRIPE ` � �"`"~ d ti � _ FANNO CRK 0 o g O EXISTING SIGN INSTALLED ON NEW POST. \__ y -_ '_ - _ ----- ----------_ r _ f w 14,392 .y U I HYL I N S' TALL GREEN VINYL COATED SLATTED CHAIN LINK FENCE. cm OREGON h 5' TALL CEDAR FENCE '�+�<� 30, 1g��`v`g RECORD 93011 ' BaRAN�°` M E3 s' TALL, 4' WIDE GREEN VINYL COATED SLATTED GATE DRAWING 9-3-15 N x Revisions and Addendums ENaa,MERINo DIVISION SHEET Description Date No. By SCALE: 1 = 30' PUBUO WORKS DEPARTMENT MAIN STREET SEINER Pi it 13125 S.W. HALL BLVD. l7aW ° OREGON 97223 FANNO CREEK CROSSING ELIMINATION 50,3-718- 30' � ° 0 30' AX 50J-624-0752 PARKING LOT IMPROVEMENT 1 WWW.7nWD-0R.G0V FILE N DESIGN:JRP DRAWN:JRP CHECK: KSM PROJECT NO: 2014-93011 PLAN LAYOUT 93011 LOCATE FRAME AND COVER OVER OUTLET PIPE WHEN APPLICABLE. PIPE PROJECTING " BEYOUND INTERIOR n 8" MIN. BETWEEN SURFACE OF MANHOLE KNOCKOUTS WALL IS NOT ALLOWED STANDARD FRAME AND COVER OR WATERTIGHT WATERTIGHT FRAME AND COVER. SEAL MAXIMUM 27" FROM a • :a :` SEE STD. DRAWING NO. 110-SA/ST TOP OF FIRST STEP OR NO. 120 48" MAX. FOR TO TOP OF CASTING STORM AND SET FRAME IN NON-SHRINK 24" MAX. FOR GROUT SANITARY „� PIPE TYPE, SIZE, �_ AND CONNECTION GRADE RINGS (2",4",OR 6") '� +;_�';• PER PLAN, NOTES: MAXIMUM 12" SET IN y..: ' APPROVEQ A5 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE NON-SHRINK GROUT • " ;•V,RTABt_ "pl CHANNEL BOTTOM REQUIREMENTS OF ASTM C-478. a : ..�.,.. .. �. 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY ° STANDARD ECCENTRIC `'-v`t'w " STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". 36" CONE 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS OPEN INSIDE DROP SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED MANHOLE STEPS WITH BEAVER SLIDE EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-SO0210. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. ° ° SEE STD DRAWING S. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A NO. 100 MANHOLE AND CHANNEL DETAIL. MANHOLE SECTION 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL 2. INSIDE DROP PIPE TO EXTEND A REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. (VARIABLE 1'-4') MINIMUM OF 1" BEYOND SHELF. 7. PROVIDE A MINIMUM OF B" OF INTACT (UNDISTURBED) 3 MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED x O V2 ON THE INSIDE FACE OF THE MANHOLE. C] 5" MINIMUM co 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND `° 4" MAXIMUM CLEAR OF PIPE WALL. 3 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" o FOR SANITARY CONNECTION AND 48" FOR STORMMINIMUM 12" LEDGE CONNECTION. 48"MIN, (ONE REQUIRED) 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND 1"/1 T. SLOPE TYP. 4 AX. FOR NOT APPLICABLE FOR COVER SHALL BE USED IN ALL EASEMENT AND OFFTHIS PROIECT STREET AREAS. -D 2" MIN. FROM TOP OF STO NQ PIPE TO MANHOLE SANIMARPIPE TYPE, SIZE, PIPE o SECTION AND CONNECTION Z o a • '. °'• V LE PER PLAN, AS O _':;' : p: APPROVED {) Q PRE CAST MANHOLE LSI C SMOOTH FINISH CHANNEL TO ""''� Q' "� ' :` FOR LARGE DIAMETER I� .;�..''.- . . 8.. MINIMUM CONCRETE ..._...:....,..a•+-•.�•4�'_...".•.;..v- Q 3/4 VERTICAL HEIGHT OF PIPE -.:`, y' PIPE. SEE STD. s :. w r . " - OPEN INSIDE DROP FOR RAINING NO. 160. E 12" MINIMUM OF -Y4"-0" COMPACTED----�- � i ."72 MINIMUM ' ' LARGE DIAMETER PIPE a BASE MATERIAL OPEN INSIDE DROP STANDARD MANHOLE MANHOLE CleanWat;r_'? w Services 1 '392 NU DRAWING NO. 080 REVISED 11-46 Our commitment is clear. CIVIL In Y SARAN w } �KOM=, 12/31/ Revisions and Addenduma SM SHEET Description Date o. B PUBLIIr C WORKS D TfA MAIN STREET SEWER ` 13125 S.W. MALL BLVD. NO SCALE MCE: 503-718-2466 FANNO CREEK CROSSING ELIMINATION x FAX: 503-624-0752 4 WWW 77GARD—OR.GOv DETAILS ILE N DESI(3N:JRP DRAWN.KMA I CHECK: KSM PROJECT NO. 2014-93011 93x1 i WATERTIGHT MANHOLE RING 3-801-T DOWN COVER PRE CAST 3/4" CONICAL HOLES (2) SANITARY SEE BOLT–DOWN COVER ONLY DETAIL A A B B o 0 0 24 3/4' 25' �3/4" 7/8" SANITARY Q m 7/8 24-3Z4" LJ w 7/8' 3/4 CL a. F+ 23" �I1 �/2 SEE TSECTION B'-.BQ n „ Z G1 —303/4- BOLT DOWN 03 DETAILof z SECTION A-A NOTE: r~ 25'T,la - T i WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER SHALL BE In v) i' USED IN ALL EASEMENT AND OFF STREET AREAS. Cl) O 17/16- 1/2 3� �n _] C? T � � o EZ a 1/7'-13 N.C. x 1 1/8' 7/8' I 3 3" $ HEX HEAD STAINLESS STEEL a CAP SCREW. 1 1/4' O.D. 3 REQ'D. PER COVER. T S. STEEL WASHER 23„ I 2 3/32" THICK -+w- - w T — 24-1/2 3 4 -- FLAT RUBBER — Q = WASHER 31 0 Q s BOLT-DOWN W NOTES: DETAIL 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS c 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A--48 CLASS 30. .� 1/4" NEOPRENE GASKET 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. NOTE: COVER AND FRAME SHALL BE OF GRAY CAST IRON A.S.T.M. A-48 CLASS 30. 4. NOTCH LID FOR LIFTING HOOK. TAMPER PROOF (REMOVE GASKETS) SUBURBAN AND STANDARD WATERTIGHT MANHOLE �5fiC,INV�sso� �- MANHOLE FRAME AND COVER �, w 14,392 G7eanWab;r Services FRAME AND COVER CeanWater Services REVISED 12-0s C DRAWING NO. 130 our commitment is clear. DRAWING NO. 110 SAN-1 TAR Y Our commitment is clear. OREGON a REVISED 02-03 crv>i< B x Revisions and Addendums ENGRIEERNG DIVISION SHEET 0.— Description Date No. By PUBLIC WORKS DEPARTMENT MAIN STREET SEWER C2 13125 S.W HAU BLVD. IR NO S C L VOICE. OREGON03-718 97223 F`ANNO CREEK CROSSING ELIMINATION V010E.- 503-718-2466 FAX 503-624-0752 *ww.1TGARO–OR.GOV DETAILS LLE N DESIGN:JRP DRAWN:KMA CHECK: KSM PROJECT NO: 2014-93011 93017 NOTES: 1. ALL STEPS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478. 2. MANHOLE STEPS MUST BE TIGHT AND FIRMLY EMBEDDED. eo 3. ALL STEPS WITHIN A MANHOLE SHALL BE OF THE SAME DESIGN, TYPE, AND I SIZE. (MIXING OF UNMATCHED STEPS IS NOT PERMITTED). ,> 1-1/4" 5-3/4lilt ".... 10-3/4" 12" 12" COPOLYMER POLYPROPYLENE PLASTIC Q.� a 1/2" GRADE 60 REINFORCEMENT 13" CC 3-3/8" FOR " PLASTIC SAFETY STEP O / Q ' v .2 #6 3/4" GALVANIZED BAR MATERIALS: " 'Q GALVANIZED: a '' 12' jr Z z #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. '`'n• a REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. GALVANIZED CONFORMING WITH ASTM A-123. Q W PLASTIC: •A' a w O � e MUST CONFORM WITH ASTM C-478. STEL REINFORCING BAR MINIMUM 1/2" GRADE 60. g MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED 4" FOR GALVANIZED STEP WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE ��pPROFF�si h WITH SERRATED SURFACES. wfi 14392 N MANHOLE STEP Ices oi`o CleanWater` Smic s DRAWING N0. 100 REVISED 02-03 Our commitment is clear. � SARAH nrn�s: iz/si/ Revisions and Addendums Date No.:Ax: ENOMIEERING DIVISION SHEET Description a Pt1BLIG WORKS DEPARTAIENTMAN STREET SEINER C-3 .6 N O SCALE 13125 S.W. L BLED. F'ANNO CREEK CROSSING ELIMINATION TIGARD, OREGON 97223 ��� VOICE: 503-718-2466 FAX. 503-624-0752 u ! WWW.79GARD—OR.GOV DETAILS ILE N DESIGN-JRP DRAWN:KMA I CHECK: KSM PROJECT NO: 201.4-93011 93011 3/4" SQUARE A A B _ B STANDARD CASTIRON NON-SHRINK GROUT o FRAME AND COVER ©© [7 DRAWING NO. 510 STANDARD MANHOLE 1117GI©� aCl ❑ GRADE RING _ 1Uos a no nn P. • :• 4" MIN. D ❑� FINISH GRADE \ •` .i. /, �:•"'• .'•, . WATERTIGHT PIPE PLUG 9 7/8" '•►;• ,.. WITH STOPS � --10"—T- r r` • 2" MIN. :r; PROVIDE 3/4"-0 FOR A CLEARANCE "•�s'` MINIMUM OF 6" AROUND 6" SECTION B-B CLEANOUT _ MIN. ��J��,111 ►•�� •a •_ I s� " MIN. SECTION A—A OVERLAP p •:4,� F _ C'7 •.J NOTES: (3) �'�s • • 1. Y4" ALLEN HEAD BOLTS —' '':a:�r�' A��'a�. '.•;�..�:a' • 1" LONG RECESSED. _ 4 : • °""'s =•`::= • 2. ALL PERMANENT CLEANOUTS TO HAVE BOLT DOWN COVERS. — 3. MATERIAL SHALL BE GRAY .- •- ,:`+ CAST-IRON, ASTM A--48, ' CLASS 30. C)i CONCRETE ENCASED (� Q BOTTOM OF WYEW CC 3/4"-0 FOR PLASTIC PIPE \-3/4--O 0 s� o NOTE: 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE � � 2. STAND PIPE TO BE SAME SIZE AS MAINLINE OP TO AND INCLUDING 8" PIPE. DETAIL MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. I N CLEANOUT FRAME7services Q � 14,392 STANDARD CLEANOUT �� -G`�eanWater Serv>tces _ C,„�•Our cammitment is cicar. AND COVER CeanWater o>;�corr k DRAWING NO. 500 REVISED 12—OS Our commitment is clear. � � DRAWING N0. 510 REVISED 12-06 EXPU s: 12/31/ ° Revision and Addendums SHEET Description Date B esarOn ae 0. y CNOq�ER�+IQ DIVISION y PUS= WORKS DEPARTMENT MAIN STREET SEWER C4 a 13S.W. MA 125 S. LL BLVD. NO SCALE yp � OREGON 972 503-718 2466 FANNO CREEK CROSSING ELIMINATION $ FAX: 503--624-0752 • WWW WARD—OR.GOV DETAILS FILE N 4� DESIGN:JRP DRAWN:KMA I CHECK: KSA4 PROJECT NO: 2014-93011 1 93011 VARIES SEAT_ SURFACE OVER JOINT CLASS "B" CLASS "A" �---- (SEE PLAN SHEETS) WITH TACK MATERAIL AND MOUND EXCESS NATIVE MATERIAL SAND (AC PATCH ONLY) SURFACE RESTORATION OVER TRENCH TO ALLOW 3" OF LEVEL 2 OR 3 MHMAC AS SPECIFIED MIN. WIDTH ��� Z, FOR SETTLEMENT ON 2" OF 3/4"-0 LEVELING COURSE ii 1 \ ROLLER WIDTH PLUS 2" j\ �- ON 6" OF 1-1/2"-0 AGGREGATE BASE >;- a .M , .• - 111— 1!1 1 6" PAVEMENT 6" "u ,.>`::,••� ,• 11_1 11111-11_1=�1 Illl , \S I — EXISTING MIN. REPLACEMENT, MIN. �> •,`;�;'.• IIf-1l III€�I11;,111 PAVEMENT SEE GENERAL NOTES ` 12" NATIVE TOP SOIL 0 0 0 0 O o O p o 0 0 -95� COMPAC'1EON IF TOP SOIL EXISTED 0 0 0 0 0 0 0 0 WITHIN 48" OF 90% COMPACTION PRIOR TO EXCAVATION. O 0 O 0 0 0 �` 3 -I I- t UNDISTURBED SURFACE '`-1 I 1=1 l lI\I I I1-III—III—III TACK COAT CUT EDGES - -Z GEOTEXTILE AC ONLY) EARTH - UNDISTURBED FABRIC COMPACTED N �,`; 90% COMPACTION NATIVE EARTHZ SUBGRADE \/V\�\VA\A �VA/VA�V��V��� BELOW 48"OF MATERIAL NOTES: \j'\/\ \ ` :� \i\\/� SURFACE 1. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) \ .\\ \/ \\ \\/ OR APPROVED EQUAL. DEPTH 3/4 2. MATCH EXISTING PAVEMENT GRADES VARIES C�uSHEpR, c. COMPACTED .,., AGGREGATE BASE AS ='"•'�► 3. COMPACTION REQUIREMENTS: SUBGRADE - 95% ASHTO T99 SPECIFIED COMPACTED . '. ' AGGREGATE BASE/LEVELING COURSE - 95% ASHTO T99 TRENCH 3/4"-O CRUSHED;? ` :. =• ' ' _R 1/2 PIPE 0) � MHMAC - 92% OF RICE DENSITY AASHTp T-209 a BACKFILL AS ROCK '".• : - ': e - O.D. PLUS 6" SPECIFIED TRENCH WIDTH PIPE ZONE •" •.: DRIVE AISLE PAVEMENT REPLACEMENT (ACTUAL) '' • o ° SECTION FOR PARCEL-12564 SW MAIN ST GENERAL NOTES: a ,o °°�Cp c, 0 0 3/4"-0 \ °0 8;o° o °° g 0 Soo° o ° \-TRENCH STABILIZATION: NTS 1_ ALL EXISTING AC OR PCC PAVEMENT SHALL BE PIPE BE DING? oA °°goo° o°deo o a o ° ° o�a� o° �IF REQUIRED, TRENCH STABILIZATION SAWCUT PRIOR TO REPAVING. SAWCUTTING PRIOR TO \j °fig°Q °��°o ° o °--c- s SHALL BE SPECIFIED SEPERATELY SURFACE RESTORATION IS CONSIDERED INCIDENTAL. \' v o°° °° ° o ° °° °$o &°�a \i ;AND PLACED PRIOR TO PLACEMENT ��+-- VARIES t 10' 2. PLACE AC MIX MINIMUM THICKNESS OF THE REMOVED OF BEDDING MATERIAL. PAVEMENT. ESTIMATED PAVEMENT THICKNESS = 9 INCHES. 3" (LEVEL 2 OR LEVEL 3 MHMAC) COMPACT AS SPECIFIED. O Z ON 2" OF 3/4"-0 AGGREGATE BASE 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" ON 6" OF 1-1/2"-0 AGGREGATE BASE STREET CUT DETAIL 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER 1 -.,-MATCH EXISTING CROSS SLOPE NOTE: W < IIl II o 0 0 0 0 0 0 0 0 0 0 0 0 II17:—i F, dI = 6" OF 1 1/2"-0 AGGREGATE BASE ALL COMPACTION REQUIREMENTS PER AASHTO T-99 [r [) 0 o d a o 0 Q 110 AND ODOT/APWA SPEC 00405. L� 0 0 0 0 0 0 0 E0 ,- I- 0 °0 ° 0°0 op =o 0 0-0 °-0_0-oa 0o- 0 0 0 1oQG ° ° Q �0 GEOTEXTILE — I e- FABRIC \I I\I I- IyI= - I- COMPACTED GEOTEXTILE TRENCH BACKFILL SUBGRADE FABRIC -I I ISI I I-I I\l 1=! COMPACTED E4 NOTES. NOTES: SASE DETAILS G`�eanWater� Services 1. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) DRAWING NO. 590 REVISED 12-06 Our commitment is clear. OR APPROVED EQUAL. 1. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006] h 2. MATCH EXISTING PAVEMENT GRADES OR APPROVED EQUAL. �Q�F d 3. COMPACTION REQUIREMENTS: 2. MATCH 3. PLACE B,XIST��2"GOAAGGREGATE BASE WITHIN LIMITS OF ON (LEVEL8' OF 3/4O OEAGGREGATEVEL 3 ABASE SUBGRADE - 95% ASHTO T99 ct, A, 14,392 -P PERMANENT SANITARY SEWER EASEMENT (P.S.S.E.) AND r �- �� AGGREGATE BASE -- 95% ASHTO T99 AS IDENTIFIED ON SHT. P1. MHMAC - 92% OF RICE DENSITY AASHTO T-209 o O o o q 0 CIM 4. COMPACTION REQUIREMENTS: o 0 0 0 co � oREG4N� Z q„ AGGREGATE BASE - 95% ASHTO T99 'far ao• ,g� �� GRAVEL G 0 R MAIN ST SIDEWALK FANNO CRIC. TRAIL PATHWAY _ �1„ !•O_pRIVEWAY �rBARAH �` REPLACEMENT SECTION SECTION FOR PARCEL-12564 SW MAIN STTEMPORARY NTS NTS NTS �> 12i91i RevlWons and Addenduma ENGREMnao DIVISION SHEET Description Date No. By PMUC WORKS DEPARTMENT MAIN STREET SEWER C5 i SCALE 113125 S.W. HALL BLVD. N S C A L.. MICE: OREGON 97223 F'ANNO CREEK CROSSING ELIMINATION NO VOICE. 503-718-24fifi FAX.• 503-624-0752 [! WWW.77GARD-0R.GOV DETAILS "N DESIGN:JRP DRAWN:KMA I CHECK: KSM PROJECT NO: 2014-93011 93019 6' 1. MATERIALS: 2" X 2" X 63", 12 GA. GALV. PERFORATED 7S„ o STEEL POST. n 0o O 2 1/2" X 2 1/2" X 18", 12 GA. GALV. to PERFORATED STEEL STIFFNER POST. v to �LCITY O F T G A R D ° 3" 2 1/4" X 2 1/4" X 36", 12 GA. GALV. „ n B � GROUND O PERFORATED STEEL ANCHOR.o ° ( � 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT �� MAIN STREET o o ���()�� j O WITH"LOCKWASHER, OR 5/16" CORNER BOLT. 'A P�m ftS horW V /�� 7/16 X 5-, GALVANIZED CARRIAGE WITH FLAT - T3 SEWER IMPROVEMENTS �� COF ° t 18 O PAODTLOCK WASHER, 2 BOLTS PER RAIL PER " DURATION: (fill in dates) , to RQ��o O " E AND WHITE RAIL5. REFLECTORIZED RED WITH 3 33 FUNDING SOURCE: SEWER EXTENSION PROG. ° 0 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET 2.5 CONTRACTOR: (fill in name) pvs ° o I 0 OREGON SUPPLEMENTS AND HIGHWAYS AND THE INFORMATION: 503-639-4171 R ° 0 3F-1 BARRICADES 6C-8 BARRICADE DESIGN 0 o O 6C-9 BARRICADE APPLICATION 0 0 63. ALL MATERIALS AND WORKMANSHIP SHALL BE a o 3 POST SUPPORT DETAIL IN ACCORDANCE WITH THE CURRENT STATE OF R DX' o n OREGON STANDARD SPECIFICATIONS FOR HIGHWAY NOTES: ack round: White Retroreflective sheetin 36 SIGNING NOTES: CONSTRUCTION C, g g „ „ ' g IS n o 1. Materials shall be: 2. Sign Legend: ARIAL font, Blue, Retroreflective sheeting on - 2" x 2" x 63", 12 ga. Galy. Perforated steel post. 3. Sign Border: Blue, I " Flush border — 2 1/2" x 2 1/2" x 18", 12 ga. Galy. Perforated steel stiffner post. 3 4. Decal will be provided by the city of Tigard - z 1/4" x 2 1/4" x 36", 12 ga. Galy. Perforated steel anchor. uo — 3/8" x 3 1/2", galvanized hex head bolt with lock washer, or 5/16 C� 1 5. Final sign locations to be determined by Engineer. corner bol.t. C0 co co — 7/16" x 5", galvanized carriage with flat and lock washer, 2 bolts PROJECT SIGN DETAIL per rail per post. NTS — 2" x 8" crossroils—painted with reflectorized red and white paint. 2. See manual on uniform traffic control devices for streets and highways -0_ and the Oregon supplement. rr�� sy 3. All materials and workmanship shall be in accordance with the ,2008 C) V x State of Oregon Standard Specifications for Highway construction Z e z 4. Round post will not be permitted. 1' 8, 5. All post—mounted signs shall be located at the back of the sidewalk. V Q EQ The final location will be subject to review by the engineer. L w -- 9'-6 —N SIGN POST ASSEMBLY DETAIL NarEs• DRIVE NTS 1. TYPICAL SIZE FOR NORMAL INSTALLATION; AISLE SIZE MAY BE REDUCED APPROX. 6' FINISH GRADE A w 14��� "P N ONE--THIRD FOR LOW SPEED URBAN (AC) --�- 24" ' r CONDITIONS. NOTE CMI. N CENTER MARKING WITHIN LANE WIDTH QREGQN 1. WHEN BONDING TO DENSES GRADED A.C. PAVEMENT, APPLY EPDXY CEMENT BETWEEN SURFACES PAVEMENT MARKING DETAIL PAVEMENT MARKING DETAIL HMAC SPEED BU„M„P.AEIAIL w NTS NTS NTS EXPIM: 12/31/ ° Revisions and Addendums SHEET ELISLIC ORING DIVISION MAIN STREET SEWER Description Date O. By PI�LIC MIOR1Ce t)EPARTINT C6 13125 S.W. HQU BLVD. VOICE- OREGON 2466 FANNO CREEK CROSSING ELIMINATION -0� NO S 1/C11C� 503-7f8-2466 FAX.• 503-614-0752 • ® WM77GARD—OR.GOv DETAILS iLE N DESiCiN:JRP BRAWN:KMA CHECK: KSM PROJECT NO: 2014-93011 93011 s Standard Erosion Control Notes For Sites Less Than One Acre: Filter Fabric Use Stitched Loops so" Posts 10' 1" x 75" Material Over 2 x 2" Posts ACngle Both Ends Of On Center Filter Fabric Fence To Heavy Duty 1. During periods of rainfall and runoff, daily inspections of the erosion sediment controls Assure Soil Is Staples and discharge outfalls must be provided by someone knowledgeable and experienced infiJ6" ilter Fabric I Tro ed (5 ea) e PP 48" Orange the principles, installation, and maintenance of erosion and sediment controls. Material I s " Synthetic 48 Orange 2. Construction activities must avoid or minimize excavation and creation of bare ground Wide Ro 1 I '* Fabric Fence S nthetic from October i through May 31 each year. .� �\ Interlock and Attach 2 - Y 3. During wet weather period, temporary stabilization of the site must occur at the end of 2"x 2 Posts At Splices Fabric Fence each work day. ! 6' Max. $pacing I I �s 4. Sediment controls must be installed and maintained on all down gradient sides of the �mK `` construction site at all times during construction. They must remain in place until Front VI w sloe View ORANGE FENCE permanent vegetation or other permanent covering of exposed soil is established. NDTE,� SEDIMENT NTS 5. All active inlets must have sediment controls installed and maintained at all times 1. Sediment fencing consists of a geotextile fabric usually 36" in FENCE during construction. Unless otherwise approved, a surface mounted and attachable, " ,� width with regular spaced pockets of supporting posts. 1x2 x3 Wooden Stakes u-shoped filter bag is required for all curb inlet catch basins. SPACING ON P g) 6. Significant amounts of sediment which leaves the site must be cleaned up within 24 2 Sediment fence must be trenched of least i into the ground. SLOPES ' (2 per ba hours and placed back on the site and stabilized or properly disposed. The cause of The use of a ditch witch" or other mechanical means is helpful. the sediment release must be found and prevented from causing a recurrence of the J. Sediment fence must be stretched tight between the posts. Do slope Spacing a o discharge within the some 24 hours. Any in-stream clean up of sediment shall be not allow The fence to sag or break away from the fence posts. C 10% 300 ft y o v performed according to the Oregon Department of State Lands required time frame. 5. More that one row of sediment fence may be required. Fencing < 15% 150 ft J. Z Sediment must not be intentionally washed into storm sewers, drainage ways, or water should be Located no more than 100 from the upper edge of a < 20% 100 ft ' SECTION VIEW bodies. disturbed area. Space silt Fencing in rows no greater than 100'. < 30% 50 ft NOTES 8. Sediment must be removed from behind all sediment control measures when it has 6. Sediment fences are effective only in sheet flow conditions and < 50% 25 ft 1. Embed Bio-bags 3" Below Ground reached a height of one-third the barrier height, and prior to the control measures should not be Installed across streams or other concentrated > 509* 25 ft* Surface. Shovel Excavate for Contour Fit removal. flows # stockpile slope To Ground 9. Cleaning of all structures with sumps must occur when the sediment retention capacity SEDIMEHI FENCE 2. Drive Stakes Minimum 12" Into Ground has been reduced by fifty percent and at completion of project. NTS Surface 10. Any use of toxic or other hazardous materials must include proper storage, application, BIO-BAG SEDIMENT BARRIER and disposal. May Be Used Short Term 11. The permittee must properly manage hazardous wastes, used oils, contaminated soil, Catch Basin Grate NTS concrete waste, sanitary waste, liquid waste, or other toxic substances discovered or with Utility Work And with o PhasingOf Development - :generated during construction. a 12. The application rate of fertilizers used to reestablish vegetation must follow Suspension o� manufacturer's recommendations. Nutrient releases from fertilizers to surface waters Flow Fly w Cards/Rods must be minimized. Time release fertilizers should be used and care should be made Catch-,,, it in application of fertilizers within any water way riparian zone. Q ��e g 0 C6 � Basin [�� z 14. Prior to an land disturbing activities, the boundaries of the clearing limits vegetated ° a c v? Y 9 9 � 9 Filter Sack ��g �� 4S• Q buffers, and any sensitive areas shown on this plan shall be clearly delineated in the ``'Qio sr` '? n field, unless otherwise approved. No disturbance is permitted beyond the clearing limits. The contractor must maintain the delineation for the duration of the project. Note: 'AoQco� Vegetated corridors to be delineated with orange construction fence or approved equal. Catch Basin Area ©rain Insert Sack --front View �3 15. Prior to any land disturbing activities, the BMPs (Best Management Practices) that must w be installed are gravel construction entrance, perimeter sediment control, and inlet 25' Min Radius FJ�� wprotection. These bmp's must be maintained for the duration of the project. Flow Subgrode Reinforcement o>•a o'�Q�� 16. If vegetative seed mixes are specified, seeding must take place no later than __"k—l" Rebar For Geotextile Q •a�r��-� y September 1st," the type and percentages of seed in the mix are as identified on plans e Bag Removal 5g e or as specified by the design engineer. Flow Ditch Catch 10"-12" Min. Depth �c�� (r z_ 17. Watertight trucks must be used to transport saturated soils from the construction site. O Bottom Basin ,3 g P 2'k2"X4" 20 Min. For Single Family An approved equivalent is to drain the soil on site at a designated location using Rubber Blocks and Duplex Residential V Q o appropriate BMPs; soil must be drained sufficiently for minimal spillage. Overly Bogs Storm Expansion � ) < 18. All pumping of sediment laden water must be discharged over an undisturbed, 6" Min t gPipeRestraint GRAVEL CONSTRUCTION W Q ' referobl vegetated area, and through a sediment control bm r e. Filter ba (YP) P Y g 9 P (�• g)• ate- Filter Sack ENTRANCE 19. The ESC plan must be kept onsite. All measures shown on the plan must be installed �a1► Section properly to ensure that sediment laden water does not enter a surface water system, Ditch Inlet NT-a Insert Sack Side View PR roadway, or other properties. II�Ot65 D s q 20. The ESC measures shown on this plan athe minimum requirements for anticipated 1. Additional Measures Must Be Considered Note. C�c'a� $G 1�E�' /1 asite conditions. Duringthe construction period, these measures shall be upgraded as Depending On Soil Type. W W 14,392 rP y N needed to maintain compliance with all regulations. 2. Bio-filter Bags Should Be Staked Where Recessed curb inlet must be blocked when r 21. Written ESC logs are suggested to be maintained onsite and available to district Applicable Using (2) 1X2" Wooden Stakes using filter fabric inlet socks size of filter inspectors upon request. Or Approved Equal Per Bag. fabric inlet socks to be determined by CIVIL -0N 22. In areas subject to wind erosion, appropriate BMPs must be used which may include J. When Using 3O" Bio-bags To Protect A manufacturer. OREGON the application of fine water sproying, plastic sheeting, mulching, or other approved �9Y 9� IN g• PP Catch Basin You Must Have 4 Bags And '�i9 3p, � �„ - measures. They Shall Be Overlapped By 6': FILTER FABRIC INLET �Cy �ARAtt�� 23. All exposed soils must be covered during wet weather period. Big--- IL R BAGS PROTECTION NTS NTS EXPIRES: 12/31/ ° Revlsiona and Addendum8 ENeINEERNG Dnnsio� MAIN STREET SANITARY/ SHEET c Description Date O. By P UBLIC WORKS DEP,�aTN1ENT C7 KALL BLVD. EGON 97223FANNO CREEK CROSSING ELIMINATION -718-2466 503-624-0752 RGARD-OR.a 11.E N DESIGN;JRP DRAWN:KMA CHECK: KSM PROJECT NO: 2014-•93011 EROSION CONTROL DETAILS FILE 111 N WOOD STAKE MINIMUM 12' OVERLAP FOR FURTHER INFORMATION OF SEAMS. ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER S%-OPF SERVICES EROSION PREVENTION AND SEDIMENT CONTROL PLACE WATTLES ALONG SLOPE CONTOURS. PLANNING AND DESIGN MANUAL. PMFILE %%%%+ RICE, COCONUT OR EXCELSIOR WATTLES STAGGER JOINTS SECTION =11 ° STAKING SPACING 4' O.C. PLASTIC SHEETING n n BARRIER REQUIRED 0 TOE OF SLOPE. 13 NOTES: ia " 1. MINIMUM 12OVERLAP OF ALL SEAMS REQUIRED. 0 FLOW ° FLOW Flow �I 2. BARRIER REQUIRED ® TOE OF STOCK PILE. ° n ° 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. ° TIGHTLY ABUT ADJACENT WATTLES. v 13 m V PLAN VIEW PLASTIC SHEETING CleanWater\ Services Z � DRAWING N0. $10 REVISED 12-06 Our commitment is clear. 0 Q a NOTES' FOR FURTHER INFORMATION W 0 1. STAKING SPECIFICATIONS: Q a_ 1X2WOODEN STAKES ON DESIGN CRITERIA SEE 7 " a CHAPTER 4 OF CLEAN WATER e. ADDITIONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR AND SEDIMENT CONTROL Vegetated Corridor W/�l'! GraSsSeed MIX: HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. Q _ 2. SPACING IN ACCORDANCE WITH DETAIL 940, Botanical Name Common Name a by Seeds per Ib. Seeds per lb. Actual % by Pounds Requested % of mix seed size Needed a WATTLES Elymus glaucus Blue Wildrye 60X 66,000 110,000 24.71Z 26 25,'x' 8 CleanWater Services Festuca rubra rubra Native Red Fescue 30Z 165,000 550,000 68.52% 13 70,E DRAWING NO. 880 REVISED 12-06 Our commitment is dear. Brumus camatius California Brome lox 9,800 9,800 4.07.x' 4.3 5% e� ro0� deeding Rate. 1 pound per 1000 square feet (43.42 Ib/acres) 8 Vegetated Corridor Planting Schedule for Slope.area (Shrubs): �5�� � u Botanical Name Common Name SizefCondition Qu� �s � 1 392 � N Amelanchier alnifolia Serviceberry 1 Gallon 16 Plant all Serviceberry in a single natural cluster, s ace 2' to 4' a arf >r ti Philadelphus lewlsii Mock Orange 1 Gallon 16 Plant all Mock Orange in a single natural cluster, Apace 2' to 4' apart CML Ribes san uineum Red—flowering Current 1 Gallon 16 Plant all Current in a single natural cluster, space 2' to 4' apart OREGON q� Lonicera involucrata Black Twinbe 1 Gallon 16 Plant all Twinberry in a single natural cluster, space 2' to 4' a art Rosa nutkanaNootka Rose 1 Gallon 16 Plant all Rose in a sin le natural cluster s ace o 4' apart ��Y BARAH�11�a Us Symphoricarpos albus Snowberry 1 Gallon 16 Plant all Snowbeny in a single natural cluster, space 2' to 4' apart EXPRM: 12/91/ Revisions DOSCrI tion and Addendums Date o Ey ENDIVISKIMI MAIN STREET SANITARY/ SHEET ti PIIBLKSUE: WORKS KS DEPARTMENT C8 q 13125 S.W. HALL BLVD. ® VOICE- 03-718ORECON 97223 F`ANNO CREEK CROSSING ELIMINATION VOICE- 503-718-24fi6 $ fAX: 503-624-0752 0. WWW.AGARO—OR.GOV ILE N DESIGN:JRP DRAWN:KMA CHECK: KSM I PROJECT NO., 2014-93011 EROSION CONTROL DETAILS 93011 Geek i / N �- (.Yeerl6ulg 1T .tj p PlafAe 51. Bent ] o� Ben t 2 p4 Existing Srio e No. 67TO01 o�c Construct sanitary sewer manhole per Sewer Plans _ 3, pR Tigard SEC. 2, T. 2 SJR,1 W. W.M. Construct 72" dia. roadwa )' sanitary sewer LOCATION MAP pipe, see Sewer _ _ Main St. No Scale Plans Gen eral No tes. Provide all materials and perform all work according to the Oregon Standard Specifications for Construction 2008 and the Special Provisions. SSMH Provide at/ reinforcing steel according to ASTM Specification A706, or AST" A675 Grade 60. Provide field bent reinforcing steel according to ASTM Specification A706. Splice reinforcing steel at alternate bars, staggered at least one splice length or as far as possible, unless _. _. .. .. .. .. � shown otherwise. Increase the splice lengths by 309 for regions with more than 509 of W- bars spliced in one splice region. r" FtJ Use the following splice lengths, unless shown otherwise: Existing bridge Existing utilities, typ. Reinforcing Splice Lengths (Class B) Grade 60 f'c = .33 ksi Legend end panel, typ. Retain and protect Bar Size I ,¢°3 I ,#e4 I #5 ,,16 �f7 i¢'8 ,¢'9 ry10I X11 #14 & ,fl8 Q during construction. Uncoated 1'-0" 1'-4" 7,-0" Not permitted LA See Sewer Plans L Removal Area m 6; �r o PLAN Place bars 2" clear of the nearest face of concrete unless shown otherwise. Scale: 1"=20' Provide Class 3300 - 1 !12"' 1" or 3/4" high--early strength concrete in the bridge end panel. a, Concrete shall o t twin design strength within 3 days. 3 Oregon low requires the rules set forth in DAR 952-001-0010 through 952-001-0090 0adopted by the Oregon Utility Notification Center, to be observed. Copies of these rules �Rk CT URq( may be obtained from the Center. PR GIN, c �O ro 129 a WARNING C) OR FGO 0a pL/4RY 6, \ IF THIS BAR DOES `" ITE CZ. R R. PP� ��EN DRAWING IS NTO n 0) EXPIRE5: No SCALE MAIN STREET SEINER E Revisions and Addendums ' 'o ENGINEERING DIVISION SHEET P Y Descri tion Date No. B SALE MlN 9IX se,suirE rag 2-r2ss PUBLIC WORKS QEPARTMENT f; CaNSULTING SALEM,OREGONs73oEf I I i MNN STREET,SUITE 401 ENGINEERS VANCOUVER,WA 9700E 73125 S.W. HALL BLVD. FANNO CREEK CROSSING ELIMINATION 3 ' TlGARD, OREGOiY 97223 OF www.o6ec.carn 5A�5 SW MEN)OWS ROAD,SL1TE 120 CL Carpmale Ofte: LANE OSWEGO,OREGON 97035.4288 VOICE: 503-718-2466 2 i 920 COUNTRY CLUB ROAD,S(f1TE 100 03£C7NAFiERAfIKWAY FAX: 503-624-0752 CU Ja EUGENE,OREGON 97401-6M MEDFORD,OREGON 97504-4005 WWW,TIGARD-OR.GOV FILE NO v' DESIGN: PRP aBFC DRAWN: CHECK: PRG PROJECT No: iso-7 BRIDGE MODIFICATION PLAN AND GENERAL NOTES ( OPTION 1) Sequence: _ onstruction Remove ACWS on the bridge end panel as required Existing bridge Existing steel j2" reformed Bent 1 end panel reinforcement '° Sawcut bridge end pane/ 1" deep as required around affected area. expansion joint filler Minimire the end panel removal as much as possible to construct the manhole and sewer pipe. Construct >_y sewer manhole (SSMHf Carefully jackhommer concrete around manhole area. Retain existing g steel reinforcing see Sewer Plans l. n C; + Cut existing reinforcing steel as required. Leave enough reinforcing #6 transverse bars __-__ __-_ ___ ,..-___;.._._.; .....;..... _- steel splice length to splice steel back after manhole construction. Existing utilities, f 6) 6" top and btm. � t protect Splice to existing Excavate as required for manhole and 12" dia. pipe construction. P 9 reinforcement Existin Bride install temporary shoring as required construction. 9 g See Sewer Plans -' No. 67TO07 Construct manhole and 12" dia. pipe. r �f f'6 (top) and f17 (bottom) longitudinal Backfill and compact excavated area and remove temporary shoring. Place 6 mil polyethylene between bridge end panel and base material, bars 0 6" Spice to existingSplice existing reinforcing steel. Mechanical splices may be required reinforcement 7� '`` LJ --- -- Add odditional reinforcing steel as shown. Saturate sides of existing bridge end panel with water 24 hours prior 3- 0 top and '� to placement of new concrete. bottom Place new concrete. After the concrete has reached design strength, place steel traffic plates over the bridge end panel reconstruction #`l U" bars i 1 -6 Fourteen days after the concrete has been placed, apply a concrete _..'......' _.. crack sealer from the ODOT QPL along the joints between the new Construct 12" dia. and existing concrete. sanitary sewer pipe see Sewer Plans -r. A Temporary shoring roadway I0 as required, to ;A � � cn4 'U' bars ® 1' 6 n _ Existing steel ................ rein orcement 3- 0top and bottom (mechanical splices may #6 6., Existing bridge end be required) panel Cr ' �R0CTU13q p n - -------- END PANEL RECONSTRUCTION DETAIL ������G IN Vo scale: 3116"_11_01" H WARNING 6 mil polyethylene #7 0 6" (mechanical 0rE 0 splices may be required) o kF THIS BAR DOES eRUARY �TPGS SECTION A NOT MEASURE fRo EDwiN� RScale1/2'- Q NOT TO SCALE EXPIRES 12/31/ZO4 00 ____ E Revisions and Addendums MAIN STREET SEWER SHEET � zz3sMISSION srREErsF.suliE aao ENGINEERING DIVISION Description Date No. By SALEM,OREGON 97M-IM PUBLIC WORKS DEPARTMENT 2 mr CONSULTING I I I I MAIN STREET,SUITE401 2 ENGINEERS VANCDUVER,WA970.75 13125 S.w. HALL BLVD, FANNO CREEK CROSSING ELIMINATION wmw.ohec.cnm 5605 5W MEADOWS ROAD,SUITEUV TIGARD, OREGON 97223 OF Q c«pararaof�ce: LAKE OSWEGO,OREGON 97635-4zae VOICE: 503-778-2466 2 v920 COUNTRY Cf ROAD,SUITE 1008 8310'NARE PARKWAY FAX: 503-624-0752 W EUGENE,OREGON 97401-6Pa9 M@DfDRD,OREGON 875044065 WWW,TIGARD—OR.GOVNO CONSTRUCTION DETAILS AND SEQUENCE ( OPTION 1} RILE v DESIGN: PRP I DRAWN:QBEC CHECK: PRG I PROJECT NO: 360-7