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Plans RECEIVED t,,, na . " APR 9 2014 ,..- �-, r..w �, ti � - 0 C%TYOFTIGARD Y _ KwY) `\.\ , Y ` .., �1 = gUILDIN001�ISI0N .— FIG s �, ST OR ggW . MA N M • a dw sn sn: - K"�4XJM 1 R'?I ..M W .-�'•, \ C` R- - ,t. *f '{ht'..-I ,,... l�n � G �t ' R , A--B OY .'-' t4 ,.�, . .t}v,�. �; t 1, } p �� Z�tµ � ifc, 1,: ;K li '\\t�?i• f �tiak• ?,A ;;: 1'q� 9, i, IK y, f a .a`s �Q s''''`,."y ,1 y..f ,' \:: x • !� _` + t' • "'' CONSTRUCTON NOTES:• xy 4 " yK i FpM � t '. w ua gyp* i ' Rd .Yi ,t' 8' � Ali, xf». �StlN rl' 3't\ ✓� .1„': y '.%.,-.7..▪.q.:1'W.:4' c3 t!\W,yy,.` +# ice. '" ,ta. 1- ! /''�R IMPROVEMENTS . r:;r '(37 ir,S f" INSTALL TEMPORARY TYPE !1! B4RRIC4DE + , '' ,y 7GWE I P/{OVEME l.7 �� l' : C 3 k O• ` .� 1,: ;. �t ' -'. r. _: r ;y# PATHWAY CLOSED•' p IF ..w.�'. , 5. +�, y a � •" ` M r� ' '.�\�vyt�n . �:eC* .� �.^+ "+S`r�.,"�LyC, f 3i: {: �,7f I 90- \�fi,? `N � 'gym i a "a , i - 4 A'; 2 INSTALL TE111POR4RY TYPE lil &4RRK 4DE tf f t'.•. t ,t�,1; ",f'' ,;; "'° v N�,a%,, -4,,,,,, ,,, \ +':'4 p,".,, T. •., y Z ,- AT ADJOINING TRRII_S A THE SOUTH. °;' .:.,,, ,` '4,,k ,r � ,\ : '.:� i,4,a 40,:,,`.07, # e '148 ,kly 1-.' 1. , I N m SED AHEAD 300 FEET'�; \f. , , .,4,• Mt_•, � ,; ,f . PATHWAY CL: � A $ ��t �f51 �l Ny, ,. a `i . fig O TEMPORARY STAGING AREA FOR TRENCH VEGETATED s "'' + t t; ' Eb4CKFILL LENGTH - 180 FT, PATHWAY • b = - t, T�?P of , STEVENS MARINE — k§" CORRIDOR l Y dWK UNE WIDTH 8'f. INSTALL OR�WGE SEDIMEM o t 4 i.4 xF 4•' s i'a ::: �. ° : ,v P^ •: v , ,F t\i u iS Ll „ •- ,, ;�, .t r NG UM/T5 OF STAGING AREA b i,,,,, ',,i1-14,--,- q� , NY ,. ,'- .,,,,, NE v. ♦ ,.U� 1,t ,, 0A,, f f h., �,x ���" FENCE ALO ,,,f ,' , �h� �, (DOWNHILL SIDE OF PATHWAY, f a a �'- � 1 �' l�.t�f aX �t w f a , , f'�¢a 1 v,, •. �� 0 APP�r WATER QuALrTY cRass sEED �!x y APARTMENTS AT ,.•,• � 0 T ' CONSTRUC 4N TMT1E RB® ELY ' it -a �,r,,,,. FA N N O CREEK A ,� ,� a a. � h 1 1 .TO TRAI cvl •."x 1� � ` *_ j CREEK x r;x�rM d�x w , u yam x •x. PARK v APPROVED b 4hA „ ,. _ ACCESS P} e , ,�, p' •TW \� .9 : • 1' 11 L - > t, r $ tfz r 't q ',A`'S t p if: r • G s'.refs \ 6 iie-4-4- .. 7 ,* - yFF, ., , -4 *op, ,4” • -„, . -,:vk'''1;.,..,.w ;' p , , �� !d�,o0 7 PROF s 0. t il ,. v r , -,,,,,,,,o 3- ..�,, .r.:. 14 392 .� z ' .fie e f ",;',;i',".4).,'.t„ !M t 'c N:: .. s "xb,7 �1' �„ ,t n ti r �,` 6'" t a 3 w•^"F;} • '4_,tq, IL \\'1:` ti Dµi n Hy'` t. •a• ,t: '.h S',j . � �Y:t42 " pp'�, d,%,'` t 5� .1 ,r a r;- .S M r d?+ .t {SM` •. W. �WNe'1 ab f.Et Ik 1 'f� , 'C°,, d �a �ro 9 1 + f Yh }�w SARAH tR. ... .. .� _.._. h y a.s ? 't, ,•.. 'jr. `� ° .r:0. l SHEET FARevisions and Addendume y — ENGINEERING DIVISION MAIN STREET SANITARY SEWER SGN . Description - Date No. B N pUBUC WORKS DEPARTMENT N S I E 'n n.SOR£co 9�3 FANNO CREEK CROSSING ELIMINATION VOICE' 503-778-2466 �" FAX: 503-624-0752 F-1LE NC 11 TIGARD Www.nc -0R.cov 'DESIGN:JRP DRAWN:JRP CHECK: KSAr PROJECT NO: 2014-93011 TEMPORARY SIGNAGE PLAN 93011 . _ _ � \ _ c04,i. - z -- EGEND.— I\- "r r / .• . • •- GF40 EX. SLATTED _ • .. . � , � 9 (s) 5 © •\�'° ° ` . -�,, • 0i, CHAWUNK GRAVEL CONSTRUCTION DITCH INLET % r_,,,,,0\ Na cp ., � �• �S• S FENCE t' . ;,. EIVTR4NCE GRATE: 146.77 EXTG SSMH /' E ATED • -DOR �`' �� ��, •%� p i,„„, ;,+ c'Q9L vise_ IN: 145.48 © RIM: 147.Of sC /� / �=. S+ EXISTING & PROPOSED•Z4 CCP: 143.27 5A S' OUT( �, \ 45 OUT(12'SE):13388.Ot f - t '�jI0 iiitSdrill1044/ 5, ? ASPHALT PATHWAY VEGETATED / _I .".�'4'7 SOD 7 t 1`�p //� f ' fa8x8 .,....r. / /�r •/ ��_amCORRIDOR / SAWCUT y i O t % � 1 w-- m A '` LI NE / I ) • iii ' .a 6� "����. VEGETATED CORRIDOR - / 100 3' SAWCUT ►.I I `° '` 17-1, GRASS SEED MIX ■/ `�J •►� , 0 _- '0.0,010'-‘64.6 0 _ SFt �� RESTORATION ARE4 h p / ����,_ .► J �b �� ^ 14 `„ VEGETATED CORRIDOR — I I !r �� , s f -- _ GRASS SEED MIX & LIMITS OF PATHWAY .� �� ♦ , x n r - ` SHRUB RESTORATION I RESURFACING. I �" I !_' ---:. �� � N - AREA f -� - - SSMH 1 yy ��' - =' ����� .� �►7 ��,\.rr /� ,� AREA W11H SHRUB SAWCUT STRAIGHT .'„,...,::'l�♦ 44 ,-� CLEAN EDGES .!� �i/ i1* ��� GARDEN MULCH. �� *�f 0 `' rO • SFt -l —END PAVE AT BOARDWALK - �i `I `ey ,� �', © ,�6 .�110 -- CONCRETE TRANSITION (�) _ At, /�� 74; ,4i -- - ' " REPRESENTS LF± ,, _24-�P-- - - - e'x8' SSMH 2 CONSTRUCTON NOTES: o '�` �;' ¢ � OUT 14P 37"-- r�� � DEMO EX ASPHALT PATHWAY. RECONSTRUCT PER FANNO CRK. / �'�1 1� �� ©. � 'l --�- _ (1YP) EX TOP OF BANK 1 O TRAIL PATHWAY REPLACEMENT SECTION. SEE SHT. C5 In / r ___ DEMO/REPLACEMENT ARE4 - 1,950 SF± 0 INSTALL ORANGE SEDIMENT CONTROL FENCING. SEE SHT. C7 FOR DETAIL. 0 INSTALL INLET PROTECTION. SEE SHT. C7 FOR DETAIL — SSMH 2 (4810), 7.4' DP. 0 SEDIMENT FENCING CONTINUES ALONG THE STOCKPILING AREA SSMH 1 (48"0 SADDLE MH), 10.1' DP. W/WATER TIGHT FRAME & CC VER FOR TRENCH BACKFiLL- SEE SHT. SGN 152 W/ WATER TIGHT FRAME Sc COVER 1+06.48 A 0+00 A RIM: 146.5 a INSTALL GRAVEL CONSTRUCTION ENTRANCE. SEE SHT. C7 FOR RIM: 147.4± IN (12'NW): 139.30 DETAIL IN (12W0: 138.04 PROP. _ FTC. GROUND OUT (12.5): 139.10 c•47- O EXISTING WIRE FENCING AND POSTS TO BE REMOVED (80 LF). ■ IN(12"NW): 137.4±-EXTG. ® C/L PIPE - - �� ■ OUT (12'SE) 137.3 .-- ! r— 7O APPLY WATER QUALITY GRASS SEED MIX TO VEGETATED AREAS■$ 1 7__ _ __ _ _ _ w DISTURBED BY CONSJRUC71ON ACTNIIIES SCRAPE AWAY AND FILL - i�' IN RUTS CAUSED BY CONSTRUCTION EQUIPMENT KTH TOPSOIL I_ - PRIOR OT PLACEMENT OF SEED MIX. SEE SHT. C8 FOR SEED MIX p SS LINE A PROFILE Z APPLICATION ROTE " SCALE O 08 CLEAR AND GRUB INVASIVE VEGETATION. APPLY 144 LX 24' CONC. HORIZ: 1'=20' W 3' OF GARDEN MULCH TO SHRUB AREA PRIOR SEED MIX 31 CULVERT PIPE VERT: 1' = 5' i ANSHRUBS PER WATER HE PL NT QUALITY SCHEDULE GQtp PROFF Y 106.84 LF 12" PVC S 20.3.00 LF 0.0112 PAS Z LISTED ON SHT. C8. `g't G I Ng�(0 Ni 106 5=0.0100 9 ARMOR SLOPE WITH CLASS 50 RIPI AP. 14, �r 0 G 140 (APPROX. 1 CY) PRIOR TO TRAIL _. RECONSTRUCTION. INSTALL B10-94G OUTLET. 4, '■`:1 w _ PROTECTION AT OUTFALL. ` • 10 INSTALL STRAW WATTLES PER DETAILS ON SHE C8 'S� 30, � �"� OVA 0+25A 0+50A 0+75A 1+OOA t+25A 1+50A p 8N . 11 INSTALL 2 NATIVE TREES - OREGON ASH. LOCATION TO BE DETERMINED IN FIEL"D BY ENGINEER. I=MEI 12/31/- -- I SHEET g 5 Description and Addendum* Date No. By MAIN STREET SEWER SS 1 0 SCALE: 1" = 20' FANNO CREEK CROSSING ELIMINATION I: !T9iiiiiinil 13125 LW. H4LI. BLVD. Tc-- .voc11 0, ARE7-1 972?3 YI?ICE 503-718-2456 20' 10' 0 20' ►^ PAZ 503-624-0752 SS LINE A (0+00 — 1+50) TIGARD *inv. -�•GO+' PILE NO DESIGN:JRP 1 DRAWN:JRP 1CHECK: KSM PROJECT NO: 2014-93011 PLAN & PROFILE 93011 U ACCIkUeNCTURE = • : 12575 . . © ��41�is ,. .,: L �4 H 3 1+47.84 . /1'c 12571 /V Z a_ ci INST. CLEANOUT _ _- ) SAWCUT /,4..!, _ ' -- - .lS SHEET � N O a 3` No. 500 DWG. ��!A. I �"J. �FUT. - - .' • � - v o r� RIM: 154.71 \- ;2:: WATERLINE_ ys_ �' � _ •' + OUT 148.7 FUT. WALK �A�� ? � ! u ' -ur FROG/ 6• r w o -`►~ O � :, �'�' "� °� _ r - V1 co AVES 156 - _ I 156 --- , © k (S LAT 81 � LAY ` - __ 4-1/2" STEEL GAS ill, ►4 = _?� ---- --- I $p =RLE) F �I+ TO VERIFY. ; ; � Rw uNE / -\ 152 152 .� .. r��.-1 �. . MEDIAN CU-: .. ,j� 1 ,s_• ° _ .,.... . x °` I ` �`�'� , ' WCUT -- -•l 1 �' �� '- AS NECESSARY. PRO. SS �\` a, Os", �'�:� 3 �,..- S - i REDfJCE DOWN GO. �>•\ ∎ , O Ullitigillift115-D.'. W/DTH (fYP �Y' _ _ iQ 1 '� _ -- c ,wD CONNECT f �g0 i-1I�'t . M y '�-"`�laikitia, �-�; -� _ _ S W 4S NECESSMtY o, r lid - `%- H 4 O 148 ' 148 '�ii7� rz so r,._ _ r�iWiilY r`' 55M / 1+56.6 B � r �'�-r,r: �`~ w___ _ — -- -__.: _. - Z J I 111 ,11 —' 1+56.6 . TIE-IN .ua do ww �i''�" - II Amoww;t:. z 11.25• i'- • TO DG 6"SS .so..�.-r. � , —"� �!I�y _ =—._- _ O BEND To PROPOSED LATERAL. APPROX. . .ii �� �U� / 1 " V 8' SS ANINLINE sr. !7J1.• 144 1 144 id ., wiL — Ex. FO u _-- _ T:y r ,- ' ' SS LAT N: . x. +► ,, �° �;' _ -- _ °' \ 'rL IE 0 MAIN: 1 56 a'" EX. 12' ;�'" ;• s9- -. . .-,�'_"_ •sus ;__ r • I ,� CONNECTION.•0 SD ONES pL 8• CURB -- -- _ _?rte' _ ' 1,"Q' '' DETASI. 1+00 1+25 1+50 1+75• IX1ST SSMH _ UNE ;z '7#�,Y 1+00 B 1= IX FO WAT UNE _- .__ - ,� :��4,-- �. , .. N.T.S 1+ 0 B VAULTS • _• A r . 1 23+18.76, 5.9 RT.:. ;- ;�. ,; .� LAT 81 PROFILE CONTINUED FROM SHEET SS3 MAIN Sr. SCALE IE O TEE 145.40 HORIZ: 1'6=30' SSMH 4 (48'x) VERT: 1° = 6' - Ex. 12"SD 23+52.50,8 CONSTRUCTION NOTES: ?3+52.50, 8.00 RT. MAIN ST 160 ~!1` IE.•1 153.04 ( MANHOLE DATA) n 160 DEMO CONCRETE DRIVEWAY APPROACH AND WALK FOR SEWER UNE TRENCH. Vi N Q PROVIDE TEMPORARY AC SURFACE PATCH PER DETAIL ON SHT C5. ETC 12 0 - 1`- _ C� APPROX. LOCATION OF EXISTING SS LATERAL CONNECTION FOR WEI LB BLDG. CROSSING 1- W 156 O REMOVE EXTG TEE AND RECONNECT FROM 8" SIDE SEWER. SEE SS LAT 156 33.8` `�-- 3-. 4 N CONNECTION DETAIL. THIS SHEET VERIFY SIZE & DEP1I1 OF IXIS7TNG LATERAL.. EX GAS 6 \-Efr-GROUND_- CF PIPE a 152 O TEMPORARY AC SURFACE PATCH PER DETAIL ONESHT.NC5 PROVIDE 152 CROSSING G n La i - . :., Z O ABANDON SANITARY SEWER LATERAL IN PLACE '_ r D 0300 PIS Z 5 ABANDON SANITARY SEWER MAINLINE IN PLACE. Ie= 148 111E1 8 148 O i IMME SSMH 5 48'0 10 7' DP. LINE C O PAVEMENT REPLACEMENT PER STREET CUT DETAIL ! SEE SHT C5. OS�OX 2+108 = P�+� N PM 0+33 El ' - "' 144 7O INSTALL INLET PROTECTION PER DETAILS ON SHT. 't`�•`�G,1 N B S 144 INST. 8x8 TEE -- C7. v '1' /�'y IN 151.63 !E 0 MAIN: 145.40 ty 4 14,392 4' isi�� IN (8$W): 151.41 ; r 8-NE�150.94 R3 2+508 2+258 2+008 1+758 1+506 1+258 1+006 0+758 0+508 0+258 0+006 —0+258 GENERAL NOTE: s Exlsr SSMH SS LINE PROFILE CROSSINGS PRIOR 70 SEWER LINE°F�N i �'\,,44.770. ,��� „J I 2+36.22 B = SCALE �. 21+13.26, 8.72' RT. MAW ST HORIZ: 1'=30' 1.8ARAH RIM: 162.30 OUT (8'NE): 151.40-EXTG./PROP. VERT: 1' = 6' (� iz/s,� I IRM RECHANNEL BOTTOM OF MANHOLE s, Revisions and Addendum* Date No B MAIN STREET SEWER SHEET 4:i POMO WORKS DEPARTMENT g� Deacriptbn Y SCALE: 1" = 30 1! S.W.OREGON 722 FANNO CREEK CROSSING ELIMINATION r1YrA100 OREGON 9 BLVD. 3-5' 30' 503--718-24ea SS LINE B (0+00 - 2 -36.22), LAT B1 � -,•. FAA': 503-624-0752 TIGARD w+n► -oRGov PROFILES 93 R.E 011 NC, DESIGN:JRP DRAWN:JRP CHECK. KSM PROJECT NO: 2014-93011 PLAN S. _ , CONSTRUCTION NOTES: ', I I Z 0 DEMO 3'f STD. CURB & .30 SF± CONC. FLIT. 8" WATER 1 ■ . 1' WALK/PAVEMENT. VERIFY DEPTHS OF ALL UTILITIES PRIOR TO INSTALLATION OF SIDE I a ,� Q -- Vire.. '' . CURB \ Q j ; L- ;, 35 FOR Std SEWER PROFlLE. PROVIDE 7EMPOR4RY ' �' _ _ _ I I' . �-.- . . - AC SURFACE PATCH PER DETAIL ON SEE SHT. C5.• �- - • - I • _ ,._ ill_ _L _ ' _����� "��!` PAVE TEMPORARY AC CURB 6" TALL. �� t1�15iil�_," -� ��airr■m0�0 t= - ����I Ilia e _ , � �,_.. .....` -- --- "�! - O DEMO 3'f STD. CURB Qe 30 SFf CONC WALK/PAVEMENT. WA'� _ �� 5 �� - Dl WALK;_ mo o. _ - PROTECT Df. WATER METER DURING IMPROVEMENTS _. �_�- _ _ _ �- '��,,�� t- INSTALLATION _�`1. ° ter"1 I'�� '-�lir _. ,^� .'� ,, ` , +l I VERIFY DEPTHS OF SEE M S6 FOR S SEWER _r- OF SIDE SEWER :=�1_j. � \�• `p`,.�1 `•<' ` , �<'�� \ ;, •, �{ - PROFILE PROVIDE TEMPORARY AC SURFACE PATCH PER ?, ,,,,: >\` >, >. `, \ > i DETAIL ON SHT. C5. PAVE TEMPORARY AC CURB 6' TALL. 1 _ _ - I • AI- I PAVEMENT REPLACEMENT PER STREET CUT SSMH 4 = _^ I ! I SSMH 6 s�,,�� EDGE 1 " ' O DETAIL SEE SHT. C5. 1 C I . __-, _3' WIDE SAWCO'T (lYP) 0 .._ iPIIN • -x 0 - �4. , j �;1I --- L ^:=, I ' - 0+ a' - T 1+OOC �I .l,1i R 1 1 4O PROVIDE BRIDGE END PANEL IMPROVEMENTS r_ - ,�„ a f I 1 1 SCOPE OF WORK TO INCLUDE s � 0 MAIN ST I ,, .;....---r....-...:, . ~" PARTIAL END PANEL REPLACEMENT PER OBEC •- - -� - 111111111WF- �' �'► - r T T 1 ! S.� ;,, " --- PLAN SHTS 1 dC 2 (OPTION 1). INCLUDE .� 1-` ----.11.04.!,,. - ti c�l = I ss Iss i.. Bra _. .�-� . --- - r!� y:- - - " ....7;._ _-� = - �f �o �+�ar.v. a�� .: ` • COMPLETE CONCRETE�END PANEL til:aa ' "1 .NASA Ir llI -' 1Moisi _r SAWC ll��awriw ;/ta: �� � _ cr�r„:++' OMPLET EENT PER OBEC PLAN SHJS 1 & 2•- t ,�1►! 1/.;(T _olierZi/1ii. =9--: s or) __±� _ ���s r -i • (OPTION 2) PER ALTERNATE BID ITEM. I%� ���� -�- . ', 1 -f I - ABANDON SANITARY SEWER MAIN IN PLACE. ��� �' �D• .� - . - . - . © \ 1 O I O FILL PIPE WITH COF• ,. 4� O g ABANDON MANH#� �� ,� y� ' 1, \ ` - 1 o INSTALL INLET PROTECTION PER DETAILS ON SHT. C7. „ SSMH 7 48"0, SADDLE MH 0+00 SS LINE C = 5.9' DP. 1+63.03 C = 23+52.50 MAIN ST SSMH 6 (48 10), 6.7' DP 25+05.27, 21.11' LT MAIN ST GENERAL NOTE: RIM: 153.79 QG GROUND 1+16.52 C RIM: 151.87 CONTRACTOR TO VERIFY DEPTHS OF EXISTING UTILITY JE IN (8-SW): 144.41 ® C/L PIPE 24+69, 8.0' RT MAIN ST IN (8'N): 146.8-EX. CROSSINGS PRIOR TO SEWER LINE CONSTRUCTION. IN (12-NE): 144.15 RIM: 151.99 OUT (12''W): 146.0 -PROP V) OUT (12"SE): 143.95 IN (12'N): 145.52 CONSTRUCT BEAVER SLIDE U) OUT (12'SW): 145.32 PER CWS DWG. NO. 080 A x = 156 FUT. 10" 156 SD CROSS! , FUT. 12 SD q° N �___ ____ CROSSINi d ____ _ 1; O 1 I CRO5S1N� _ _- EX. 2' Willn11111111A 152 a ° T4a � 148 t2 2 £ Ii E g .-0.0100 0 -154 P es pvc ,m NMI r r (, ``__' 4 Z 1111.10111111 II Willili----0 .-- I�■ >•��• ; : :: 144 I' Imo'_ • ,'S� 144 •• 0+ 0+79. T+oo c o e "til /Ja , '1 ' /� LA IY �9 v IE MAIN: 144. lE 0 N: 144.95 JE O MAIN 145.15 SS LINE C PROFILE 3o. 0'' SCALE r BARAH Iv- O+OOC 0+25C O+50C 0+75C 1+OOC 1+25C 1+50C 1+75C HORIZ: 1'=30' ..` VERT: 1° = 6' I> > 12�/- I SHEET Revisions and Addenduens INSINEERwa DIVISION SST g Description Date ,No. By SCALE: 1" _ o' PLR= NO RIO IMPARTMENT MAIN STREET S E W E R _ : -- "'25 S.W. MU- BLVD. FANNO CREEK CROSSING ELIMINATION I10N11D, OREGON 97223 0 1 �� ._ FAX: 503-624-0752 FILE NG 20' to' 0 20' TIGARD *,N, 0R SS LINE C (0+00 - 1+63.03) DESIWIL1RP DRAWN:JRP CHECK: KSM PROJECT NO: 2014-93011 PLAN & PROFILE 93o11 r. • s t iiir T 1 + - if i' •• ---Js\ / ! j ' ,1 7s7 \ CJl °� ► ' �° CONNECT TO 111141 I IS, DC FENCE • EXISTING BUILDING CON ECT T01 EXIS I' _ I 1 . ��ug�`r0 fXISTjNG EX., FENCE $UILDIN IN �� ` �� ` CW-6'x 18' OBH \ Iii `fs'• • . i ",..._......,_____ _ Ali Q " Im 42 „&..,,,,,./.,,,,,,' i4. ,•L _�► •�. ��_7 54 _ , t\ 1 9----15a PROPERTY LINE 'raYz 1i1 ��� ' 11 V ■ ter, w C` �.,l , -, 53.. `` I ±(/ , _ , 746 \ � 14g_ ��� - . - ^� e� ,!;.n t.�s�r.,..�r of �����' jSS EDGE OF !'.�i�--� y � y./i` ! , - __. ;�— _.. .. Tom= `'�•~,,��'•�� ,I v.- '` ..=_.�.��� PAVEMENT ��I��'I� .6,,,i/ I ' 1 ,; iii✓ _' ; ��Y' �..— —A f 1, ./r 1 1 .,',J + 14s e '. ......*.........ii .......16......11 .•.:+o' .w. 6.' t. S5MH:3 ._1 - I.', t // !L . �q I..' ��► 9 ,� -----,a r. .:km. 1.='.'t'Z '. m 3 ' 3�' ua: � �� ,j' `�.,J''��'�. �►flf�f �� ,7Irii'r l '' ` y � �','�. gym. 'U4 '3m ..• . 'Q C�'O• 'UO•' �� ��� .�0 ///t J�� J 4 '71� 4�• \ ` �lts� `! 'vivo li _-_--,- N \ �r ` EX FIRE ` \` ;� Il�' ,SSMH • mac. , .' - . ACCESS y '" \ j\ EDGE-OF: STAIRWELL . ` / lf, r ® LEGEND •:-:•PAVEAfET�IT':'=': � •. E ' • d • .•• '• o • DC 4" WHITE STRIPE PROP. SAWCUT LINE i � - li' n-_ • � �� 7 na • • GRA1�L:�P• �K/NG CQI�.�X�4Y.4T7PN:••••.•:•.•:•..•:•:.:�•..•:•, j `� I '� EDGE OF. . • . • . • . • . • . •. .. •. • . • .. . . .. • . • . • . 1:( LIMITS' 2'. INSIDE. NSIDE OF EX.CHAIN•_.-.--..-••..: I ti BUILDING (OMITS OF PAVING) /� I. /III&DC TREE TO . ` r' z�' L• • • FN I l r CW=COTTONWOOD ay ` i •' SAWCUT LINE PRO DESIGN SOLUTIONS/KARATE BUIWING , ��' �, 5y, J ",, ,,,,,, ASPHALT REPLACEM AREA �` --�_- :11 : 12564 SW MAIN ST - ��� Wiz. (4,990 SF), 951 TONS 21 SO2ACO 1 100 1. ' ' \\ � MAIN STREET LLC "`" ��� "1 ff _�' � '� � ......... GRAVEL REPLACEMENT AREs�., 25 7 , - _____ f (8,450 SF), 1571 CY f` ' ------ ----- - / ` -/.., Ex. ASPHALT Co e - I— " rr �_� j°'� ' 1 I lint I / `�' �tj°H/CONSTRUCTON NOTES: I I .\ �` "'� MAX S FANNO CRK BREW PUB � //�NIQ/y�1 DEMO AND PAVE BACK PARKING LOT DRIVE AISLE. ' , ` 12562 Q SEE SHT. C5 FOR PAVEMENT REPLACEMENT DETAIL. J 1$ 0 EXCAVATE GRAVEL PARKING LOT AND REPLACE WITH 1 "-O AGGREGATE. ` %` l l o/s E MATCH LX. GRADES. SEE SHT. C5 FOR GRAVEL REPLACEMENT DETAIf. \` *//i `4 e 03 REMOVE/REPLACE ASPHALT SPEED BUMP. LENGTH =12'1. �\ 14d� `'.= PAINT SPEED BUMP YELLOW. SEE DETAIL SHT. C6. `\ � ! ! /1 ,1-,14 �E ig 4 INSTALL PREMARK THERMOPLASTIC "ONE WAY ARROW' AND "ONLY" PAVEMENT MARKERS s{ ,��,,,, o _ ,4 PER DETAILS ON SHT C6. LOCATION TO BE DETERMINED 8Y ENGINEER /N THE FlELD. �` \s `_'_r -••�-- — —`--- P(1 Q .�P�OF�s O' 5 REMOVE AND PAINT 4" WHITE STRIPE 4' FROM EDGE OF BUILDING. -- /y//# '/�' G ry O LENGTH=136'1. VERIFY LOCATION WITH ENGINEER IN THE FIELD. \ _ d .•mss, ,," .\ �G,�`*C,I N R�0 ., '--. _---- -- 'I,I�i�1yy, `. ' w 14,392 4' y ° 6 INSTALL EX. SIGNS ON NEW GALVANIZED STEEL PERFORATED POST PER DETAIL ON S . C6. / r 0 14 INSTALL 4' WIDE BLACK VINYL COATED SLATTED GATE OVER SEWER LINE. • • • .0.e_11 'y ■ 6:111 O INSTALL 6' TALL BLACK VINYL COATED 5LAT7ED CHAIN LINK FENCE. LENGTH=150'1 VERIFY FINAL LOCATION /N THE FlELD WITH THE ENGINEER. � VERIFY FlNAL LOCATION IN THE FIELD WITH ENGINEER. , nor 30 �9�� �g 0 g INSTALL 5' TALL CEDAR FENCE WITH 4"x4" PRESSURE TREATED POSTS. LENGTH= 116'1 1 1 CONTRACTOR TO PROVIDE TR4FF7C CONTROL (FLAGGERS) TO DIRECT TR4FF7C IN/OUT OF THIS ACCESS POINT `�< .SARAN 30 Nce VEGETATION TRIMMING FOR FENCE INSTALL TO BE COORDINATED WITH APARTMENT COMPLEX DURING SEWER IMPROVEMENTS THROUGH THE PARK AND THROUGH THE PARCEL LOCATED AT 12564 SW MAIN ST ik /T., REPRESENTATIVE. 12 ACCESS MAY BE CLOSED TO THE GENERAL PUBLIC DURING WORKING HOURS. I EXPIRES: 12/31/_ INSTALL STRAW WATTLES ALONG PERIMETER OF EX. FENCE PER DETAIL ON SHT. C8 0 -- ... SHEET x Revulons and Aaael7dwna — __ _ EN�+EERING Drv►SwN MAIN STREET SEWER P 1 Description Date No. By PUSUC WORKS DEPARTMENT ,,7 SCALE: 1" = 30' �� 13125 S.W. ,ON 722 atvv. FANNO CREEK CROSSING ELIMINATION '.T/G�RO, OREGON 97223 �" VOICE: 503-718-2466 30' 15' 0 30' ,I G D FAX: 503-624-0752 2 I PARKING LOT IMPROVEMENT PLAN FLE NO k - LAYOUT 93011 DE8IGN:JRP DRAWN:JRP CHECK: KSM PROJECT NO: 2014-93011 Standard Erosion Control Notes For Sites Less Than One Acre: Filter Fabric Use Stitched Loops 60" Posts 10' J" x 75" - Material Over 2"x 2" Posts Angle Both Ends Of On Center Heavy Duty Filter Fabric Fence To w ---- Staples 1. During periods of rainfall and runoff, daily inspections of the erosion sediment controls •� N,/ Assure Soil is -•- - - - ( ) and discharge outfalls must be provided by someone knowledgeable and experienced in ilter Fabric Trapped 48" Orange a 5 ea the principles, installation, and maintenance of erosion and sediment controls. Material __ Synthetic -- 48" Orange 2. Construction activities must avoid or minimize excavation and creation of bore ground i 36" Wide Rol 11,,, .• (Interlock and Attach 2 - j Fabric Fence- Synthetic from October 1 through May 31 each year. .' -•-- - Fabric Fence ;;:••.'/. ' /. t�fi Min__. 2"x 2" Posts At Splices w -•"•r 3. During wet weather period, temporary stabilization of the site must occur at the end of ._ P ~y y. `- each work day. i i 6' Max. Spacing i I I A- Y LF -U Top View r.. 4. Sediment controls must be installed and maintained on all down gradient sides of the Front View Side View construction site at all times during construction. They must remain in place until ORANGE FENCE permanent vegetation or other permanent covering of exposed soil is established. NOTES 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. 1"x2'x3' Wooden Stakes u-shaped filter bag is required for all curb inlet catch basins. SPACING ON 2. Sediment fence must be trenched at least 6" into the ground. (2 per bag) 6. Significant amounts of sediment which leaves the site must be cleaned up within 24 The use of a ditch witch" or other mechanical means is helpful. SLOPES c a ;,.,.� � r. hours and placed back on the site and stabilized or properly disposed. The cause of 3. Sediment fence must be stretched tight between the posts. Do Slope Speolno o H a fiN/ ; vie.?.4,...* the sediment release must be found and prevented from causing a recurrence of the not allow The fence to sag or break from the fence posts. < 109 300 ff = m m of t �`'°� � • �\ discharge within the some 24 hours. Any in-stream clean up of sediment shall be g away p °p -0 �i�►�j.•'. j 3" 5. More that one row of sediment fence may be required. Fencing < 15% 150 ft performed according to the Oregon Department of State Lands required time frame. , 7. 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 < 20Z 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 > 50%* 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 SEDIMENT 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 o and disposal. May Be Used Short Term A I Catch Basin Grate NTS 11. The permittee must properly manage hazardous wastes, used oils, contaminated soil, with Utility Work And with • concrete waste, sanitary waste, liquid waste, or other toxic substances discovered or Phasing Of Development N generated during construction. - ...Iii_: .•_. 12. The application rate of fertilizers used to reestablish vegetation must follow t 'st'''-" jJ Suspension,.,. �:manufacturer's recommendations. Nutrient releases from fertilizers to surface waters M �I,IIi • - •_ Cords/Rods must be minimized- Time release fertilizers should be used and care should be mode t 4 iiilU° ��p 1.�1 CafCh in a lication of feral;zers within an water wa rr Gran zone. ' . r k ;t,� L =;, ,PP Y ) P : , !• , .ri ,' Basing. - ig?. : o .$•." Fifer Sack 14. Prior to any land disturbing activities, the boundaries of the clearing limits, vegetated - e4 j �_ / �o ��� �� i ?k gi buffers, and any sensitive areas shown on this plan shall be clearly delineated in the ., 241 t.--.. r,;��; =:r' Q Q r,+`i � Vie.4.field, unless otherwise approved. No disturbance is permitted beyond the clearing limits. //�*{ ��z " �, Q`,•e !y�. .. The contractor must maintain the delineation for the duration of the project. Note: 60" // `!; �°°iis °^2 ili;,� , . i Vegetated corridors to be delineated with orange construction fence or approved equal. / 1 Catch Basin Area Drain Insert Sack - Front View // S �� w 15. Prior to any land disturbing activities, the BMPs (Best Management Practices) that must = •• be installed ore gravel construction entrance, perimeter sediment control, and inlet s. 25' Min Radius �ti�' a�a �o`� 5s protection. These bmp's must be mainta ned for the duration of the project. El "ti' Flow Subgrade Reinforcement Qom°a;��°;� a 16. If vegetative seed mixes are specified, seeding must take place no later than �i 'n�l� \ ;, >= 1"" Reber For Geotextile �� 4,`i\ 1` d ar e O �¢' September 1st; the type and percentages of seed in the mix are as identified on plans ;i - *= - g Bo Removal'Al.''•�r. Flow Ditch " 12" Mi . Depth or as specified by the design engineer. �__�pp Catch 17. Watertight trucks must be used to transport saturated soils from the construction site. Iji fY,';', xi ' O Bottom Basin 2X2 " {20' Min. For Single Family And Duplex Residential .2Z An approved equivalent is to drain the soil on site at a designated location using +i".iu .,• i CI Rubber Blocks tP" t GRAVEL CONSTRUCTION ^vg appropriate BMPs; soil must be drained sufficiently for minimal spillage. Overlap Bags #!;;,Il.=:: Storm Expansion _ 18. All pumping of sediment laden water must be discharged over an undisturbed, S:i=;;= ; Pipe e�� Restraint ENTRANCE preferably vegetated area, and through a sediment control bmp (i.e. Filter bag). 6 Min. (typ) :€;�Eil.,.! p • -- Filter Sack P Y 9 g P (- 9) NTS e u 19. The ESC plan must be kept onsite. All measures shown on the plan must be installed Plan ,Section pD c 4 properly to ensure that sediment laden water does not enter a surface water system, Ditch Inlet Insert Sack Side View ��rpPROFFss roadway, or other properties. Note, 20. The ESC measures shown on this plan are the minimum requirements for anticipated 1. Additional Measures Must Be Considered j� 4G I N4,'�, may f. site conditions. During the construction period, these measures shall be upgraded as Depending On Soil Type. Note; tV �' 14,392 r S- needed to maintain compliance with all regulations. 2. Bio-filter Bags Should Be Staked Where Recessed curb inlet must be blocked when o: 21. Written ESC logs are suggested to be maintained onsite and available to district Applicable Using (2) 1"x2" Wooden Stakes using filter fabric inlet sacks size of filter N inspectors upon request. Or Approved Equal Per Bag. fabric inlet sacks to be determined by r 0 n 22. In areas subject to wind erosion, appropriate BMPs must be used which may include J. When Using 30" Bio-bags To Protect A manufacturer. 4 i- the application of fine water spraying, plastic sheeting, mulching, or other approved Catch Basin You Must Have 4 Bags And /�A,Y 30' \90�\v -i measures. They Shall Be Overlapped By 6". FILTER FABRIC INLET 4r BARAH`"° • 23. All exposed soils must be covered during wet weather period. BIQ-FILTER BAGS TEMPORARY PROTECTION, NTS _ _ NTS I EXPIRES: 12/Si/ ------------- i• Revisions and Addendum* -- MAIN STREET SANITARY/ SHEET Description Date No. By PUBLIC WORKS DEPARTMENT .ij . 13125 S.W. HALL BLVD. T/GARD, OREGON 97223 �g , VOICE 503-718-2466 FANNO CREEK CROSSING ELIMINATION FAX: 503-624-0752 $ TIGARD WWWBG RD-oR.GOv F E NO DESIGN:JRP DRAWN:KMA j CHECK: KSM'PROJECT NO: 2014-93011 EROSION CONTROL DETAILS i 93011 ■ I ',WOOD STAKE I `+ INIMUM 12" OVERLAP FOR FURTHER INFORMATION• . SEAMS. ON DESIGN CRITERIA SEE r CHAPTER 4 OF CLEAN WATER • OpE ' SERVICES EROSION PREVENTION '��' Aillara' PLANNING AND SEDIMENT CONTROL PLACE WATTLES ALONG SLOPE CONTOURS. AND DESIGN MANUAL PROFILE ,;. . AS 'ME. COCONUT ViV if OR EXCELSIOR WATTLES STAGGER •JOINTS 1 • . . .'. ... •••:.:. •' • Il 0 -- SECTION 1! 1;li. '. . .. o STAKING SPACING 4• O.C. PLASTIC SHEETING BARRIER REQUIRED 0 TOE OF SLOPE. NOTES: FLOW ° FLOW FLOW 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. O 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. h n TIGHTLY ABUT ADJACENT WATTLES. ° ` PLASTIC SHEETING G7eanWater Services PLAN VIEW DRAWING NO. 810 REVISED 12-06 Our commitment is clear. 4 NOTES: 4 FOR FURTHER INFORMATION 1 1. STAKING SPECIFICATIONS: 0. 1' ON DESIGN CRITERIA SEE X2' WOODEN STAKES CHAPTER 4 OF CLEAN WATER b. ADDITIONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION ' DOWNHILL SIDE OF WATRES ON STEEP SLOPE OR AND SEDIMENT CONTROL HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. Vegetated Corridor WO Grass Seed Mix:, 2. SPACING IN ACCORDANCE WITH DETAIL 940. Botanical Name Common Nome by of mix Seeds per lb. Seeds per lb. Actual X by Pounds Requested X seed size Needed 11 WATTLES Elymus gloucus Blue Wildrye 60X 56,000 110,000 24.71% 26 25X ii CleanWater Services Festuca cobra rubra Native Red Fescue 30X 165,000 550,000 68.52X 13 70X Is DRAWING NO. 880 REVISED 12-06 Our commitment is clear. Brumus carnatius California Br+ome 10X 9,800 9,800 4.07X 4.3 5X I 1 100X . — Seeding Rate: 1 pound per 1000 square feet (43.42 lb/acres) ! 'al.! Vegetated Corridor Planting Schedule for Slope Area (Shrubs): PflOF4o�si Botanical Name Common Name Size/Condition Ouantitr Netts tv 4' 14,392 8'P O9 Amelanchier alnlfolia r Servicabsrry 1 Gallon 16 Pont all Serviceberry in a single natural cluster, space ?' to 4' apart Philade/phus lewisii Mock Orange 1 Gallon 16 Plant all Mock Orange in a single natural cluster, space 2' to 4' apart ORB g g Ribes sanguineurn Red—flowering Current _ 1 Gallon 16 Plant all Current in a single natural cluster, space 2' to 4' apart 'fEL 4 . �9� v3 Lonicera invo/ucrata Block Twinberry 1 Gallon 16 _ Plant all Twinberry in a single natural cluster, space 2' to 4' apart 30. R Rosa nutkana Nootko Rose 1 Gallon 16 Plant all Rose in a single natural cluster; space Z' to 4' apart r BARAH 40 Symphon'carpos albus Snowbeny 1 Gallon 16 Plant all Snowberry in o single natural cluster, space 2' to 4' apart EXPI>l:J 12/31/4_ 1 8 i RD:VIalons�and Addsndume Date No._By °"/1810N MAIN STREET SANITARY/ SHEET ;, _ Y P Inc WORKS DEPARrr�T 1371 WARD, OREGON 7223 . , OREGON FANNO CREEK CROSSING ELIMINATION le , ,-/ — A FAX 503-624-0752 TIGARD *rm.TIOARD—OR.GOV iLE NC - DESIQN JRP DRAWN:KMA CHECK: KSM PROJECT NO: 2014-93011 EROSION CONTROL DETAILS 93011