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Plans (76) PLM 2016 - 00008 RECEIVED CRESCENT GROVE CEMETERY IMPROVEMENTS OFFICE COPY IAN o 7 201 BUILDING CITYOF IV SION W W r PROPOSED ROAD Li �� 11 � > � SHEET INDEX W Y O � < �- ® � JIM LLJ ��r �. - �� � �■■�rem, ® � C1.0COVER SHEETCD �Xi c� i--, ,, 111,8 : - �� ..... C2.oEx�srfNG CONDrriaNsw C�Q n :$- 114.0_ ^ s r� C3.0PRIVATE DRIVE PLAN AND PROFfLECt LJJ�' �� aPROPOSED / � � �:- , �� a� y L � � r-- ��O OCSWALE %. _,_:` ; � f3 .� „ �_ _,_,_ ��� ` . ::,::�f� __�0 _ .� :_�.,_ 1 ;.:..:. f .:. C3. 1PRIVATE DRIVE PLAN AND PROFfLE � Q ��--� r,� �� — � k C3.2 PRI VA rE DRIVE PLAN AND PROFILE O y...�/�= - *fir 1 l Cji � _ . ` ..:. e E „ ::a :: ..- C4.0 SWALE PLAN U �� �; ia �= I rj� C5.0DRAINAGE PLANHmCi ,r ,, /__IIA��IIIIIII■ 1 11 y.r ,� � I1� 11 ii 1! I IIII itII111 II c5, 1DRAINAGE PLANJORMA - TTN LIQ '�� �/ r.I11111���111N1I1 3z • 1- 1 1, 1� .- 111III 11 cs,oWATERLINE PLAN� � � y r .: ; A � � , f � aLII11II1 WIIIIII I� llL�II: 111 � ,s 1 �1 1 i 1 1 1'rllrIII c�oDETAILSPRDJEC SIT; IEL_ 91ST <VIA r � ►�! � .� ., :., ,I, .,. �� � , � � �; � � _ IIILIIIIIl.rl1 � A , .4—� , I, I �I1I1IIt " :: 1 1 LI 1 III i C7. 1DETAILS, � Y, � � „ � ,� L111��, f ll ,�ll 11 111111111 1 cn-rir 1/ Washin ton3 o R D E s ; '41 � IIIIII�r�Ill aI11� I I III 1IOU C72DETAILSWQ _= L1.oLANDSCAPE PLANST :�#� :, ��li��■ III �� IIIIII . _ 1III, 1 1 ! o�r i' #, = 1,11 L1. 1 SWALE PLANTING PLAN�I'I IIII ■■ iNIIII - 1 1 ISIIIIII IriiiiiiiiiliiU',T _ _ _ _ IIIScuare LEHMA T _`� �� 4 .�: L2.0 IRRIGATION DEMOLITION PLAN ' -• ` , j,j © L2. 1 IRRIGA TION PLAN � � V etzc er I I o L2.2 IRRIGATION PLAN CO - - C 0 c� = N � L2.3 IRRIGA TION PLAN 1 SAL I ST - a , L2.4 IRRIGATION PLAN (---1 oI /c L2.5 IRRIGATION DETAILS -57 CD S A N z 1 �, EC1 EROSION AND SEDIMENT CONTROL I I o o L 0 C U S T _ 0 QEC2 EROSION AND SEDIMENT CONTROL p v, N N /8- EC3 EROSION AND SEDIMENT CONTROL l 0 Q il> �Q W ~ — EC4 EROSION AND SEDIMENT CONTROL ~ " � HOWNERCil — �' N Q� �1� ; 0 VII A Y� CRESCENT GROVE CEMETERY LJ � 9925 SW GREENBURG RD. (�j Q ,� � - 4/1 . rIGARD, OREGON 97223 III M�}� A/ �, 0 A �� ST 11m. CONTACT. MANGY FEL TON MM��II hh++��11 h+� LI'�i \ I I*4 I 6 i 4 4 # 1 :a 2,; I N �-- CIVIL ENGINEER �+ 0 3 m JANELLE BRAHMAN, P.E. # 431' 1 - HARPER HOUF PETERSON RIGHELLIS, INC. _ wl ei a - . . . — 205 SE SPOKANE ST. STE. 200 =I ii PORTLAND, OREGON 97202 VICINITY MAP OA- Alt- 41r. =50D �, X____ x_ — Y X_ _ x — x ' b I I LANDSCAPE ARCHITECT w , _ zsp c„, JEFF CREEL, R.L.A. v LI o SITE MAP HARPER HOUF PETERSON RIGHELLIS, INC. - P 205 SE SPOKANE ST. SIE. 200 t.,:i'cl-s ��" a 1"=100' PORTLAND, OREGON 97202 �i71/ 1lip P GENERAL NOTES: STORM SEWER SURVEYOR m Et m PAT GAYLORD, P.L.S. Z PRIVATE STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF TIGARD, THE LEGEND HARPER HOUF PETERSON RIGHELLIS, INC. o = WORK SHALL CONFORM WITH DEQ, CLEAN WATER SERVICES (CWS), THE CITY OF TIGARD INTERNATIONAL BUILDING CODE (IBC) AND THE UNIFORM PLUMBING CODE (UPC). 205 SE SPOKANE 5T: SIE. 200 z Y p STANDARDS, THE INTERNATIONAL BUILDING CODE (!BC), AND THE UNIFORM PLUMBING CODE (UPC). PORTLAND, OREGON 97202 z w v STORM DRAINAGE PIPE SHALL BE AS SHOWN ON PLANS, HOPE, PVC 3034 SDR35 CONCRETE ASTM ____ o g v o v EXISTING UTILITIES SHOWN ARE A COMPILATION OF TOPOGRAPHIC SURVEY AND AS-BUILT PLANS. C14, OR APPROVED EQUAL. SANITARY SEWER MANHOLE 0 UNKNOWN STAND PIPE STM STORM SEWER LINE Q CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION AND SIZE OF EXISTING UTILITIES AT SAN SANITARY SEWER LINE O CLEANOUT UNKNOWN UTILITY VAULT CONNECTION POINTS OR WHERE CALLED OUT ON PLANS PRIOR TO CONSTRUC770N. ADJUST MANHOLES, CLEAN OUT AND AREA DRAIN RIMS TO FINISH GRADE. W WATER LINE SITE INFORMATION U � STORM SEWER MANHOLE cp UNKNOWN JUNCTION BOX THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ARE COMPILED FROM AVAILABLE ALL RAIN DRAIN PIPING INSTALLED WITHIN 5.0 FEET OF BUILDING TO BE SCHEDULE 40 \�/ OW OVERHEAD WIRE 9925 SW GREENBURG ROAD w RECORDS AND /OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE PVC-D.W.V. PIPING OR APPROVED EQUAL. COORDINATE LOCATION OF RAIN DRAINS WITH PLUMBING ❑ DITCH INLET Y LIGHT POLE TIGARD, OREGON 97223 = ACCURACY NOR THE COMPLETENESS OF SUCH RECORDS. EXISTING TOPOGRAPHIC INFORMATION wrlri FRENCH DRAIN X X X FENCE LINE, TYPE AS NOTED PLANS 0-- STREET LIGHT FO FIBER OPTIC LINE co SHOWN IS BASED ON SURVEY PERFORMED BY CESNW LAND SURVEYORS. 0 AREA DRAIN 1S 1W 26CD, TAX LOT 100 co • ROOF DRAIN DOWN SPOUT VAULT UNKNOWN UTILITY VAULT - T TELEPHONE LINE 0 TRACER WIRE - 12-GAUGE STRANDED OR SOLD COPPER INSULA TED HIGH MOLECULAR WEIGHT RD {} UTILITY POLE E ELECTRIC UNE SITE AREA: ELEVATION DATUM: NGVD 29 POLYETHYLENE (HMW-PE) TRACER WIRE. THE HMW-PE INSULATED COVER SHALL BE GREEN AND A UTILITY POLEZ TV CABLE TELEVISION LINE TOTAL SITE AREA: 21.12 ACRES Z cj BENCHMARK: GC 022-080-2 BRASS DISK MINIMUM 45 MIL THICK. THE WIRE SHALL BE RATED FOR 140 DEGREES FAHRENHEIT. INSTALL W WATER MANHOLE f W/UNDERGROUND UTILITIES c9 LOCATION: SET IN CONCRETE CURB, WEST SIDE OF DRIVEWAY - NEAR INTERSECTION TRACER WIRE IN ALL TRENCHES FOR STORM SEWERS. PLACE THE TRACER WIRE DIRECTLY OVER ® WATER VALVE —3 > —> FLOWLINE TOTAL DISTURBED AREA: 2.0 ACRES P ° OF S W. GREENBURG ROAD AND S.W. CORAL STREET 'm FIRE HYDRANT } —(UTILITY POLE / / / / / / / / / / / / / BUILDING LINE Et O U THE PIPE CENTERLINE AND ON TOP OF THE PIPE ZONE MATERIAL, PARALLEL TO, AND ALONG THE a lT�CC UNDERGROUND UTILITIES w/STREET LIGHTU ELEVATION: 227.69 ENTIRE LENGTH OF ALL NONMETALLIC PIPE. FIRE DEPT. CONNECTION HEDGE LINE UTILITY UNE IS BELIEVED TO CONTINUE, p Z UTILITY POLE w C� L''l WATER METER �� w/ (7) THE CONTRACTOR SHALL COMPLY KITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. AND STREET LIGHT CONNECTION NOT LOCATED OR UNKNOWN W WATER STAND PIPE o THE CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 WATER LINE ALL , "j f MAJOR CONTOUR — MAJORGO BUSINESS-DAYHOURS PRIOR TO EXCAVATING BORING OR POTHOLING. ALL UTILITY WATER WATER VAULT T SINGLE POST SIGN � .---- V�� -- -\ MINOR CONTOUR — EXISTING w CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO 0 GATE POST wALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. PRIVATE WATERLINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF TIGARD, THE ® IRRIGATION VALVE • BOLLARD - v INTERNATIONAL BUILDING CODE (IBC) AND THE UNIFORM PLUMBING CODE (UPC). �` TELEPHONE RISER CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO 0 GAS MANHOLE CONSTRUCTION. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO THE OWNER BEFORE TURNING OFF THE WATER. +) GAS VALVE TELEPHONE VAULT 9c1' ® c,s 0 CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. ALL PIPE SHALL HAVE A MINIMUM OF 36" OF COVER MEASURED FROM FINISH GRADE. GAS METERm TRAFFIC SIGNAL BOX w U o GAS STAND PIPE GAS GAS VAULT OT TELEPHONE MANHOLE o CONTRACTOR SHALL PROTECT EXISTING MONUMENTS, PROPERTY CORNER, AND SURVEY MARKERS. UPON COMPLETION OF THE INSTALLATION OF THE WATER SYSTEM ALL LINES SHALL BE FLUSHED GAS RISER ZCC cCO o REPLACEMENT SHALL BE AT THE CONTRACTORS EXPENSE. AND DISINFECTED IN CONFORMANCE WITH HEALTH DIVISION GUIDELINES AND CITY OF TIGARD • WEEP HOLE } POWER REQUIREMENTS. P rEi POWER METER MANHOLE . wrY POWER RISER •EXISTING CONCRETE SURFACE LU DOMESTIC SERVICE 3" AND SMALLER SHALL BE SCHEDULE 40 PVC. • , n PWR POWER VAULTCITY or m mo w ALL WATER PIPE SHALL COMPLY WITH AWWA STANDARDS AND UL APPROVED. Approed..•.....• tt i - FOUND MONUMENTS EXISTING ASPHALT SURFACE w Conditionally Appro •.iliewlesi'..■ SHEET NO. TRACER WIRE - 12-GAUGE STRANDED OR SOLD COPPER INSULATED HIGH MOLECULAR WEIGHT O CONIFEROUS TREE �latice 1�:�`OU+DW, cc POLYETHYLENE (HMW-PE) TRACER WIRE. THE HMW-PE INSULATED COVER SHALL BE GREEN AND (APPROXIMATE DIAMETER DECIDUOUS TREE Au^ h 0 (APPROXIMATE DIAMETER A MINIMUM 45 MIL THICK. THE WIRE SHALL BE RATED FOR 140 DEGREES FAHRENHEIT. INSTALL BREAST HIGH AS NOTED) BREAST HIGH AS NOTED) Paid/Cumber: + U 'l ` • 0 Z TRACER WIRE IN ALL TRENCHES FOR STORM SEWERS. PLACE THE TRACER WIRE DIRECTLY OVER .lir,- 1 ,_ r ow THE PIPE CENTERLINE AND ON TOP OF THE PIPE ZONE MATERIAL, PARALLEL TO, AND ALONG THE By: I • Date: , _16_�j)� C in 0 = ENTIRE LENGTH OF ALL NONMETALLIC PIPE. ckC{ ` i i v 0 , JOB NO. CGC-03 a I , i ' SETBACK / } 15 GRAVE SE TB C , __ _ _______ _ T..) ...... EX STORM MANHOLE 12i 1 t, s; ' . _ \\ RIM 223.1 i` it ' `' fr = /' 3 _ 1, `` 36" !E IN = 214.35 (NE) -,i- - ` /� I I i j �r n 1 �..�..� IM 18"36" E IN = 214 3 (W) / �j if ;' r = 3 ` / n 36" IE OUT = 214.35 (SW) i f / if / l / .. rj{ff ; ` I /4-AC / / 1 1 1E • s „�` f I it f,I / 111 EXISTING RIGH T�OF—WAY 11 U� �~ t (3Cl FEET FROM CENTERLINE OF SW GREENBURG ROAD) Z ''' �i 1 /11 � � / ]5' GORE:: RAVESET8ACK= � � _© WS ii /I / �, �i,, , J xI i / / 1 / (FROM rsP RrG11T—oF—WAY a1- GREE[�BURGROAD) \ r �.ojr I /I / f I ! f CL ( ( / / 1 -- • / 0 • „e,e7, „,;,/i; ,' / 00 0 ,j4/ / / ' 1111 ii mos' mile tmi' =limo gm !1♦ li ■aii i! ii ri ` _ = C9 �.../ 'y r j ti ` / :17 JlimawAi .1 '!ta M/! !! NMI NM' Elm ME i!, ital. '�'/ �1 . ' tai / ! !"''� y a��a iaaaaa! ��/ mi aim I imiEmE iii ate! EMI tl�! i Rc!" ___I rM / " 7...." p mamma= Elm Ism arar a,' =NEM iM�i ittttit D MUM i l�a Mil". 1 — !! lfli ii i_ ii1 i i �� �� �� �� !iiia! ��� c 1 I , f rai !q !ai ii i! !■rte !ti ii ii !i ,.!! !i i! aaa1"111. i! !! rii i! ► i ii• ii i iirfli ii \moi ` up ,,!! •r WIC i / ` !! 'ii !i !! !! 'ii !i i! !! i'`.�` �. a,sv, ' I f r ! !1♦ iA �1! !� �� �� /�! !! _! �I7 i! !i >•i !! !! pi !! !::11111111" �*!, 1�1� !! �i / MR ac,w �- -� / i j r +iai iiar� !fr! !! iii ta•! ti Ali MIME !! ii ®! !! !! r 1 f .1#lno "wlian !! !! i! ii iii 11i i! aaa�i !i !i ii r! MM.. !! cl t t�' ii !! Mi !! aLi i•i al: W r !i i,i i"m! ili t=i i<1•! iaim i !i !! ii ii ii ita�i !i ii i! !! aaaiaaar� n#i `�i i! / EX CLEANOUT` r' i 1 — I , / r En,Eon iii! �! aiaa�i i►aii■! IMI Elms =maim !ii tea! laiair� mom, !■! iii it! ii mom= moms !� r 1 / r ---�; M1! ii NEN MaIIMmum to I __rim iaaii !fm i iii !! i! aii !i i! li�a#iTi" !! i! !! �� ii �� ,--- , y l..l..� 61, 'l f RIM 225.2 / 1 1 iii mai =nom��, iiii i ii sariimirmi maimi rim= ii !A mai �_■! !� ii �! !r ! ii _`T^'� I r" I f Ilia= !i tail � � i lI� i!�iE = 219.2{ A ��! !■! itit� �■� ■ ,5_ � �r !�! i! �1>_ �l� !ir !� ��'� , +! Ir, riai�_ i i� iif !�! i►� �<<A �! mow! !i Imo! r! 1•i i�I !! mom Um i! i! / / / I/ p �! i�lB!: !i i!! iilw�r! ! !! ! / --�= , — e_ - f „LCr. j ��■ ii :=MIME rte! ��■! -+.�� MN !! itittt� i! iaia! sr !w !! �� iiiira W _ ! !i !i i! !■�I� g rp 14 V i ! ii ! !! MI m.1 mm mai !! �L/4 1 1 / * s / Ij �r r Emu Ap Hifi �1�.` s� i F'i i! ii loll MIME T7—...am !i_ i! i! rim ow !i 1•i !! !! I�iaiaaaaatii !® ii! *moi ii rai! �i �� �i �� i�J�� r�� �� ■�� =i / J ' I EMI MEM !! !ra i! �! ��_MEM,. _! !� �EM ME ME WWi. m— —! !rte !! " ily // / i / r�' [li iil! /!! !i is• iititiij !! 'MINN mama i! / x ,'` 1 =' � �! =BEM ii ENE=0 ii ! !! ra! !hitt! !i i! !!� MIL" M. _ _ s' �! MAIM i! ar!! a -- E! =- — _ !— - �„� �� e a f !�! a! ia�r>t! r! !� =II ill :itaalli !� �! „ w !! cif iiti �� =Elm= ■i■ii �! !! i�sai r! i ii i! !! !i !! i! !!, !! !! �, f 4 /' i' Vis! �� !! ii ii !! ii !i is 1 j' �� r= / ^-�- �-�- --- ,. .-.��,�� ' / '' r` %� �! iiii�i iaara■iai niiii Iii i i �� � imiiiim; �� i! !mi. 4 �� / — !i !!■ EirEEi! s1� !� 1�.� == i! 'Vri iil air -- ■ilri =�,a�i !■ iii ��! -+ iiti !! tea! alaiaitr� iitii - Iii !� ti! iaaaairiiaaawii � ! !! laaaaa ai li/ / /` t �; f `� / !i !! �!i! z!ii! w�LSiiii — aaiaiaatiii! i! !i i ltaaa■a —i rommil=7, raaai ai6;iii!iA # 11 arriaiiii•`� ta�►I! ! E>i! !ii! i! iii! i�! !i! aailail !! !L.l�i �! �� �! ! I >t■!i■® ! !� mom. ra>•! imam tli! �' i!r■ ! iit 7 ! ltitiaii i sa■it i !a i aaaai !! aaaal,amara ! o / i ,,.x Isllltaap !i i1i0�Lz� fail itaaai! i! ii !i1 aisi i! i! !! !! tii >� / 1r / , iii !►! 0! ii i! i! !! !! i�1 ii! iif !i i! i!• !_! !i i! ii! raj Em... co r - .r ` i / ff !i !iS'i1■ !Ei• i'Il II;i! SII! i wa i! !�1 !! i ME !i i! il�ill. ! `� Y' / �,' / ' / I r' r ' ! i sa !i Em rim tuaia�! ,i �i=NJ �A ��S i i i r i! ii aa� r! =BIM i =slim !� / rf ;' l mem. m� r� um�, um ■rl■� !i llra'� ! i! i!'! r �'� EX STORM MANHOLE ` I _ __ __ !� !� !� �! �i �� M � �� "II mill IQ, ii r immill= Om Wm i! [MIME. !! �! iiiiii ii ��■ ��. !� . !! !� !i !� / RIM 224.20I / -- 1 - ,! lim Earl __ lite MEM =OMEN tam aiiiaEms MI ENE-- i! !ai Ina Mm iali MN ME i— —! am Mc i-ata■ii■ !i ataaaa■_ N ' / f /' + � ma —, �! !i !fes i�E; �i �� !li ii ��i !i i! til! !i !i Elmi! �Ji tl�! o r- 4r / i! .li i! iii! !! !! ii ii ? r--" 12 !E IN ' 216ID II .41 {N ) // __r__„ ,!` - ; „ �' !i i iiiil aiaas•� ira iaitia i tra si i! ri��! aaaai�ai ii tttttti! aaaaaiiir�tr !i :UM �r �� �� �� �! M �-+ Q,J !!■ !aa�l lith.�■!! ! ■ ,iir>t■ ari�■ I�itaaras_ i�! !iiiri !! i i ili mi.= aaai laaiia�f; i �! 0 U } N 36 IE = 209.53 f. / r I i N / J ��l��� �!� iiri �� �i! ra,■! ii►� ii !! �� �� tiaaai! !�! tlt s-� us U / !9_1,, _ Nom MI !i ii MIME gm ii Montt! lata ii i! — iri Imo 1E= r i�l gm V) w p rl 36",1p'OUT = 209.53 / I' / itiiirn! ■i�i♦� ttitin! i/� � �� �w/ MIME i! irlii� ammo ii Ms Imo ii Elm iias� ii ■�■ i i �� gm 1...i "•' : > o ✓✓ // `J '� f / % / 1tU !/s Mii ii Iii, ii =man rim' !�.' !!1i Wm" i! !i i ii ME i d�n / =MIMI !/i• KIM MEI Ali Ball ia! ifi■ !W/ !i /i! MIME MIME i! ice°- aii a!! 'i•/! Air w I i! ii !i ! ! MIM MM =7.1 — -Iia- - �"i — z / _ _� ! / ,- / u"i � ��i �i� a MIME VANE= iaiaiai! i! !i !� mm ENE ii ii !■1■e taaitr� itaia� i /J MEE= Em_ _ _ 0. r ,, ' !b laic! Immo, Isi3ii ii! ,iiia iii• i! liaiiiira ;tai i! �� i! !i !i �! ii i !<fi i ,. d•' � f - i !>_ _ l f/ / `�� ---.7 r' r s 1 �j, l�x`�1�' i 'r '.,..Nix/ Mel MEI Minn=MI _w1 ii ►Jii i illi �i i J ,•a. _�! !�! l a r,s rri r ' �, Y r-- ! !1 $NM. �'MN M'M MMI=IFiii AMS_ _�_�` -- i- MEM r- !— MIN !i i! i! a!! — 1 la �I rel y[ �S o E ANIMA IFDQ ��Ar,■ac r �'' Mr ESE i! !! _ �. �/f r ,' /� ,* if 1'+ r-�� f ` mm i != aim 'MIME mi mom �� _i!_ !i' MIME !! i! MINIM 'MIME i! !i �i1•mml M. �! moi- u 1I fc%.'"I I / Era ! am= �i ®— is ! iti !! ii ii NI t - 1 Q a. V Gs i MIME ltaai �� �= MIME MIME !i i . •- w / '■ � r ' / ii 'iariaaai� i!'Ji! �'! aiiiaf/! aalaii! ��i !i �! !� i .MIME - 1 ■ _ • Vit • 1— ."ui — 1 'rte ��. r ■ice �� e�rs� �� i� �� laiii� aim �� �i �� �� �a� gra_ �! >i! on _ aigi Com, i i !i i! !i ii !i !MIME lid !ii`r� �� �� CZ 0 •.--1 Z E vT It 1 • EX ECCE a„�,,t _ ASPHALT DRIVE AISLE / • La 1 di A '" �f' EX INLET z U . N 1A �Q 1 RIM 227.92 / �, , �, ,,, Q w — 12" IE OUT = 224.82 (N) II°'"" R i c .r R 141=pi �R■L! I 1 •' - J N C. i *1161. • fZ © 7 w` `� s �da� Nc(fly' El / 1 ,•-),� l f" Q c. z g.; g 2 N 7 Li rn in l El CL? Iki 2 —, N o z I I /I w� o o —' Vr o Z co ZZ} CO X 1 r LLJ U LLJ (� I RAVI svcjsn ' , M • _ _ ___ - �` 1 cD wEh- .:- ism LLJ c=n i I 1 '''', IT i • / CO I 1 1 Q OM MOW Or a 1 z c, Il�r. 7-=mi.,, a "i169`L"` I -.-.>R / ra er a U Z f (06-Ra�,wi' I 1 E / 1 L. ):11 I - I f ,p Cr) / 1 ar 1111 H ✓ W V _ _ 4.,c s,acrs� i vl ✓ w r / � � - Z U • 1Y I ,Q1 r I W IX r r v I I o 8 - I I � �/ Z " : of /, IoI cc ow ANA 0 wLLJ iV r 4y �* A‹:' I aAvt s+oa/s tc Lu LL 'r J — �j,� * I SHEET NO. 0 :er .wsr, �r l I - CC r.""oa"i I; f I n \-4.110E X'5'74.1 • 0 CGC-03 1` �` SCALE 7" 40' LL ~``�`� rY '` I C2 . 0 ek CD cn -�� \_,..,..,..., 9 1 .... � cr U /` �r r.,. CRAVE s >< JOB NO Li 1I STORM MANHOLE 1i ��,� STA: 1+54.46,105. L ____,- /' RIM = 225.2 _•-"`- - - �� 6'° rE Ili 0.40 (NE) - _ .. - `� -.. yrs -- ;0: rN 219.407 (SW) ,,,,-' --- fv'a.' � � 5rM 15' GRAVE SETBACK 1 J IE !N 219.57 (E) `�� • FOR DRAINAGE IMPROVEMENTS, V--I s fE OUT 219.20 (NW .::--------- 12" p � r - -- - -�� SEE SHEET C5.0 A / Aii+ s .----------„,,, / Li_ ::7 , slo ff IE 220.35 CL Lil Ste 4, e / fr' y 1‘ y �11041} ,& • , __ 5 ` 0 10 20 40 0 , / d40)/(11111,7 .0 0, ii, �� INIIIIIMI . - ' \ilk:. <, r�r `, SCALE: 1" - 20' c� �/ / FOR SWALE AND STORMWATER �J \ < w O ' ili. 4 > . • IMPROVEMENTS, SEE SHEET C4.0 '` � �e, N *\ .Z N 4 4L * 1r % Nili, /likr 4:10,.&.0. , ,.\;, , \ ito , Nk % 4 0 li*4y/4* % /1",,, ,., , , ,,igi, 4 4, 447.40‘& ,, , ,,,- . 0 , , p -' . .,,, ,,,,o iiiirip s:\\ . - .s,,,„ .,,,,,,, r:.< 0 <cr, , , ,,,,,, % ,, , \--. 414‘;,*- , 11,, & 1 k,/4 '4714 1/4 , 4 04 I"A, 1 4‘,1 4 I 6' 4 LAVA04.,,_ ----- '-‘---' N , / .7.' ' -, % \q‘ 41140.. \ \ \ ' , *id' 10 \ 4 a‘, ' \\•///1 i' 7/`'*4 r, 41 I ii r I II valr 11 Ito i,„,.' ..i.40,,,,,,It/ 1 or,/,,% / ‘w.-.1 I ii v 4,00,,,,,,,,%*\4>e4N,, NN 0 . , 7 44 . s.,. 4 11_, ,_ > ,.. , z i ./,,,,,, ,t_ / ,,„ ,s,41* -00.,... .. ,- , , ", 4 ,, ,... \ 411 -,,,,, 1141, „Atli; Atir_crizo4,40 76%- z ..." , lit, liiik4 .........8 ,iii . . - • % \N _ 4044.0. . 40,11:4„ 44)k , _ N-4- iiip , \.4g„.---,34,,,.:,,,,,.,-il ,..., / / \ , 1 4* 4N V 7 i 0 IIU .4 / % 41‘41V f4, ,fr ''''''''' ././.-/' -774..---- # ..k A. .• A. A. • -";...Ak 4 Z. 44 v** r ' , . ____ ..m..mmoolliMMINEEmnp...-L------------ II*IP 4\ ► '� .4 �' r- -�� a'slly 1 II* • 4 'is �J.J /7-' '/- A‘•Ays z +14*, \ Ai 0 +7.4 % w "- b ti ___..-------2+-66-I �� �� ,2,, ,,,„,,,..,,, ` "�,� mow/ 111Pr % , `4 b-3�.z r ISIV\ 004' CLL 4# p444 ` CL DATA / STORM MANHOLE* • 0 LF 7 0 - STORM,-3-'=- 0.0]00 2?8 S 70 MOI 3 "Y'k � C , J .. 1 l V /"may \, 10 4* 09' V ,..„.00 ,.. 7----------- • 3,c Ni' 51.25"E • / LF '\ �-+ 0O AV N L=35.96° 2 1 50c\(.44, -,:, ./:- / , • 6 STORM4411‘ �� ,fE 2 . © SAO4# ' It* , ' , >000000.: ' • �' START NEW ROAD CL STA: a+00.00, o.00 # 41* S.AIS4fro ...a._...� _.- S_`~=--0:Q05� • .' S.\ S\ Sklik4V elr . , . :,. :ck T B, ! i G PI: NEW ROAD CL STA: 0+35.96, 0.00' '''',,,„\,\ #4,4h, / ,wAiih i , ;;,. ., is, _________-- , , .0, „,.., ... L4 (• T .1 , # <3./ S14' 3T 18.07"W LE AUT 2.1 - 0:R,, i. -47-",---: .9 `L�' 28.06 G - '" 1 6: ,. �. ► , iki. v R--291.55 - \ A. -. / ,,\ , \\„\i§r 164 6P 54 LF 12" STORM S - 0.07100 �' ,> 5.07 '� �� \ C•J� L=389.68 ' o f y sT ‘,4T=23x.17 N `� � .�-. � ��� e=7634'47" Q � N" - - - �/ 7 /0/://,/,/, � � S \ O PC: NEW ROAD CL STA: 0+35.96, 0.00' �"'� H � �Q7LF12 STORMS - O. • • / 4F- 2 LF 12" ST RM S = 0.0500 ! ,,,- / :1. r '" PT NEW ROAD CL STA: 4+25.63, 0.00' v '�, o !E 224.80 • ' `. - � --+ tinki; : : :I : ,g.,4 % >, 7 /4/11 . ilop/ , ' „ Sh. a.ii % 1*/ �.. .W.�_ CA TCHBA SIN NCS TES �ia4. -// ,!,,,,____ 1 \14, 4,4"' y y '��/ , CA TGHBASlN 2.] I■�I hal fil "�- / / P0.1 , . sTA: 1+25.00, 1].so, L 1_. .� �,, RIM = �, - Mz27 52,, f OUT 22420 IN ab//e/./ � SUMP222.70 � : � N4,/, /d'4‘4, \ e' '-=1 L �%� N„, �- ]].TILE 6" STORM, S=0.0485 c o CArcHe,as1N2.2 r y` STA: 1+25.00 11.5x' R <'11111 n 5I /// .._t cl a��� /7 / '�'� RIM = UT 22 _.,t � ., ;, , . ...„ , �` 6 !E OUT 224.20 / �` , SUMP 222.70 - ' / / '% i' 4 11.7 LF 6" TOR -0.0487 C���`k- • Nbv0 S M, S �� ti6 0 r. PL 1!Y w,SCALE: 1"=20' z18sc' ze250 - 250 �5/��� 1 go m Cr - CONSTRUCTION NOTES3m CC 00 cD w - JSAWCUT AND REMOVE EXISTING CURB TO LIMITS OF _1 a _i NJ d IMPROVEMENTS AS SHOWN ON PLANS. _CI a o _ 0 a 0 V- 0 CONSTRUCT ASPHALT PAVEMENT PER TYPICAL SECTIONS. oa IISEE SHEET C7.0 z Wcl ZOCD Qid OO t SQtj "� �� ?r U iLl - o+ o + II01 No V NOT USED o g ili II N ..............._..- .....__.._.. X240 A 240 II 4c .. NnUco0 zcn N Ln N 01 cn w N qII0CONSTRUCT CONCRETE CURB. IN � N �Nter; ¢ �, � ? SEE DETAIL ON SHEET C7.1 w XiNCCNw N tv it wSEE TYPICAL SECTIONS ON SHEET C7.0. Lu EU LU m CC q 2 { I I °OU.1 II W II Q W .. 0 RELOCATE EXISTING IRRIGA TION SPRINKLER HEAD. cno - � w cc CD c.D Lu w ( CONNECT TO EXISTING 12" STORM PIPE Z z A CONTRACTOR SHALL POTHOLE PRIOR TO CONSTRUCTION TO o 2,] VERIFY LOCATION AND DEPTH Io : 230 & o - QU 230 - 7 INSTALL CLEANOUT w 1.1 9�E __ _ -0.50% 0.50% - -- 0 - ~-- CL STA. 1+19.02, 13.9' R fl - `n 149 LE 10" S7©RMS = 0.0099 CL STA. 2+91.09, 14.8' R o I _ >- - 150 LE 10" STORMS = 0.0100 SEE PLAN FOR RIM AND IE cn I-- + - w _ _ �}8 PROTECT ZCT EXISTING CATCHBASIN LU 4" !E IN 227.00 (E) v - - 4" !E !N 227.0] (SE) enSTORM MANHOLE 3 " 9 STA: 2+75.00, 0 0 CL ROADWAY 4220 IN12"IE LEOUT 226.89 (SW) w CD 220 _.__.. - -SS.T-ORM-MANHOLE - RIM:-2-28.96 - ......... .__ ..._ _.._.. 224.82 (N) U STA: 1+22.81, 0.0 CL ROADWAY 10" IE IN 225.33 (E) � O _ RIM: 227.77 6" !E IN 225.33 (NW) _ �.9 3' X 4' CONCRETE PAD FOR GARBAGE CAN AND HOSE BIB z Of cn 10" rE IN 223.63 (NE) 6" If IN 225.33 (SE) STA. 1+41.57, LT cn LT12 2+84. , ¢ 6" lE IN 223.63 (NW) 6" IE IN 226.33 (E) CL STA. � c - 6" 1E IN 223.63 (1=�) 10" IE OUT 225.13 (SW) - I- 6" IE IN 225.00 ( E) o 2- 10" lE OUT 223.43 (W) - Ili i , U j - - SHEET NO. 0 210 I III I III I I I I 1 I I I I III I I I I I I I I I I I I I I I I IIMIMIC 1111111111111111111 F I I I I I I I- I IIIIIIIII 210 LU -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00C3 CENTERLINE PROFILE '� 0 - U SCALE: HORIZONTAL 1"=20' o VERTICAL 1"=5' JOB NO. 0 CGC-03 0 r 15' GRAVE SETBACK _ _ - - S - - ,STH - -s; - ss, - - - -snA s - - S - = SN -- _ 51W - - 51W _ - - -� - STM - - STS - - 5 - _ . CL DATA ss f A 4 40 / L S88' 47' 55.02"E W L=564.00' ,J ...Z _ _ , _ �? hp ......._.......�....- witiL PT. NEW ROAD CL STA: 4+25.63 0.00' OW il N y y \ NMI 1111111111114 11112 ir _... .. PC: NEW ROAD CL STA: 9+89.63, 0.00' O W II III 11111111111 aim mom . alintrIE .. QiimmumiumEarm EN' IIIM '" ' 1..1. mom Fiji MMiiiiiii Mint:AIN wanium wham NM 4\'' al 21,;.,k Illirriiii . •MEN ,•;''' aiii tEM 111WM IIIIIIIIIIIII !MEMO 111111111111 IIIIVA 11111111111WA "NW------- 11111111 FIIIIIIIIIIIIII allir " alliall z CA TCNBA SIN NOTES o .1111111 MI ' MIN lin -' El _ 7 _1 Mil OM MIEN ilIIIIMENII KIIIIIIIMII M A =I mown! IOW RIMY .. 11111WANIIII rAIIII 3 f all 11111111111111111 - mini pi 0 10 20 40 W FirCA TCHBA SIN 4.1 ........... _ _ _IMO all(All ' I 'OW= v ..„, villlinglil 111/111111 1111111111 /ill All11111111 AIII MINI IIIIN 'thWA ' ' iiiip STA: 4+25.63, 11.50', L mommommmmmommEmmmomm Z RIM = 232.01 < W 0 SCALE 1 = 20' all 1111111111111111 II 11111111111111 El � N F \� iFA= \ it - 6'11E OUT 228.38 rillw SUMP 226.88 J .. r III I min ...amau 111111111111111 171111111111111 IINI III 11.50LF 6" STORM, S=0.1191 0 CD . .. Ate. 1\ \ .»..... r_ iiiii \ \, -: ... : _- N /�t4i __ IBM l` op F/14.0111 m : T 0 E CA TCHBASIN 4.2 Q 0 1 � ._ mil :� im V STA: 4+25.63 11.50 R 1 S/1 U! tA� N, N v _ ....2 x , s 11 1111111111111 MI RIM = 232.01 CD mum i- I-.r I-06" !E OUT 228 MI NM ___ I II" 11141101 1111111111 iiir Ammill! iiiiimilk ' 01, --i :: '... SUMP 226.88 -. r 11.50LF 6" STORM, S=0.1191 (nk LIMN MUM : HIM SWAIN' E W _. s...._ ..._............-_ _. ' _. --_-. 1 W .. a Li CA TCHBASIN 5.1 W __ .� 0 ,,_ ..„ , W w w " w w is w '" 0.0!E F �f�� w w _.... w �� W w - a W STA. 7+25.Q0, 11.48, L Cr) _ i U. NA 1- F - - Jr p, , III RIM = 248.33 W (-) f� y 5z r r` I 6" 1E OUT 244.98 I- V+0 , , 5 00 � 299 LF 8 S •RMS = ►.0531 6+Qf1 +0a ! �' $ SUMP 243.48C, r) •:,, „ ► .►f . - - } - � - -L2 /FM- - - ` WIZ\ i:., MA .a . - '''' - / 0 11.48LF 6" STORM, S=0.1622 '< W Co �' �'✓ N N 1 1 co r N t� N N <� N N N N � N `i- f`�L' "'u� 3' • civ t Cr) N N f N N I , \ 'rw .4 r i ± CATCHBASIN 5.2 a CATCHBASICL • '.7. !IL 21 L STORMS Q.Q►`50 I j` F r - .:ASIN ..2 1.1® Z'\ STA: 7+25.00, 11.50, R i CO r U .38 LL1 1 ! . i 1 .1111111 .1= -� SN SN STM STM - STM �'r SN STM - - 'r 51 Wl - '"� STM T RIM = 248.33 STM • '" 7 # i "� i6" I € C EANOUT • 4.1 v "� `'� ? ' cv ».._ _..-_........__..»_» 4n_.... _...._........... �. _,�_ 07__ ____- ___ I 1E OUT 245.19 (!] .. (!'l SUMP 243.69 IF ?!M 32.78 (EG) `�` ``� �' 11.50LF 6" STORM, S=0.1801 w IE 228.11 r _ .... Z _ z J _..___.....-- ....T-----_ ______.._.. �.......»_ _ I/ - __ ~ iiiF _ y yrfilli ..._ i w x / iNIA µ CONSTRUCTION NOTES I- 0 i .• II raii „ r 4,--- - -:,, 1 / I .. " ;- f _.___.. __.___.. \ CONSTRUCT ASPHALT PAVEMENT PER TYPICAL SECTIONS. 9 O. m ._.• _ ac_c9 ._,h 1 SEE SHEET C70 V] �--+ p .........__.._ __ • -__- -. _---------___.< _______ ._-______.._ x- .. ®2 CONSTRUCT CONCRETE CURB. SEE DETAIL ON SHEET C7.1 ' ct g ' ' ' _ _._ _ _ _ ... . - >--- SEE TYPICAL SECTIONS ON SHEET C70 •�' o i / / - ' ! \ CONSTRUCT DROPPED CURB. 1" EXPOSURE, 2OLF ., t... a FOR DRAINAGE IMPROVEMENTS, ; _-,_;_; j __ �. _ ___ . 5+44.00, RT a• ' c SEE SHEET C5.0 . ._........._.. .- _ -- , ® a CL STAN. : . . . : . _ '_ _�..»....»................ � • - CL STA. 5+44.00, LT e/) IIesq } i _,-y 0 RELOCATE EXISTING IRRIGATION SPRINKLER HEAD. w . ,c7 0 < tr'I cli/ • I i :-1.,, 1' v 03 X 4' CONCRETE PAD FOR GARBAGE CAN AND HOSE BIB , z ,? _ . - ,.._ __ - _..__ __ CL STA. 4+32.91, LT `- / / i .v "� CL STA. 5+85.91, LT M CL STA. 7+39.91, LTlii CI. o / 0 111111 1111, 1 -- . 0 • _ 0 un ... _ _. _ »» »» _< _ -< - t __ _. \ x. 06 INSTALL CLEANOUT VI 'el Z un o rn rr3 CL STA 7+39 4 5' RT In HI 11 NMI46 1 . I ._.............t CL STA. 4+40.17, 14.5' RT II •i i ift - __' _.___-' SEE PLAN FOR RIM AND IE c.©gyp- Nytiw, f� cv 1 - 1 S 11 ish tri -Mt All 1 Z ! J PLAN 0, i, _ Sao `em SCALE: 1"=20' G; `'- �' • y - ., v � � c � t o _ <=7 d PZ t II co ix co co w 260 - - __.. _ �» .._... .__..- ».» .......__»»»»..» __ 260 _I a. -J N J LO tf- J CO 2 Q - N - t1' CC 0- CO a oes Z _ PVI STA: 6+30.00 W II - z z Y PINI ELEV: 243.71 `2 tij K: 47.60 cn g w CD W- p 0 U p ' ✓ - L VC: 80.41 r o co RI ^ U PW STA:S+00.00 + N + `� I- 250 -.- .__ _.__ PVI....ELEV'234.88 w _...._ » W ,- ..,- 250 LU w K:20.00 o Cr > - -•1LVC:64.97 m m W w - cn ci) CO CO "ct- o 0 a NI 'CV �- 0 c4 r7 r) N) z N0 -I- 4i 1:4i - Q. O V LU ISI UCD UW Z Lu y - v C7 ti ' - - Y � 240Y�' 4 ..... _ - � � .»,..... 240 En CC Li CNI i w m II f STORM MANHOLE 5 - - 2 q w " 0.0531 STA: 7+25.00, 040 CL ROADWAY U , + STORMS ` RIM: 248.56 _ 3 �, W 299 LF 86" 1E IN 243.12 S) ti �' 6" !E IN 243.12 ;�N) w 0 - 4 _ - v - 6" lE IN 244.12 (SE) 3.55% 8" 1E OUT 242.92 (W) d U S _ z e4 Q En CO 230 - -- - 230 I- LU a I UJ - I 11.1 STORM MANHOLE 4 # 0 STA: 4+25.63, 0.6 CL ROAD WA Y - SHEET NO. RIM: 232.24 ° 8" 1E IN 227.01 (E) - 0 6" IE !N 227.01 (S) CENTERLINE PROFILE z 6" IE !N 227.01 (n) 6•16" !E IN 228.01 'SE) SCALE: HORIZONTAL 1"=20' - C3 ■ - 1 22 10" IE OUT . 1 (W VERTICAL 1"=5' 220 U 3 o 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 JOB NO. v CGC-03 0 CL DATA - 15' GRAVE SETBACK �3 R=38.00 snrt - - sni - - s -- sn� - - s - -7 Q - - -� - - - - --- ; - - �• -kx - y x��� L=179.07 1 / ST, r / \,� T=38.00 / (if ' / A=270'00'00"/ W f a -- -r- -� 0.00' J - -_._...___--... _ - PC: NEW ROAD CL STA: 9+89 63 ' � �' } LI / '...:i /I _»....._.._ � ' a I \ PT. NEW ROAD CL STA: 11+68.70, 0.00' Li- LL ...._.. ._____.-...._. I S1' 12' 04.98 W II MN 11 4 \ L3 . 0_ ili a QQ- FLIi.11111 7.0 k _ .----- 1..., i � y` PT. NEW ROAD CL STA: 11+68.70, 0.00' i um .. ,, F...„....____. END: NEW ROAD CL STA: 12+06.7(], 0.00 0 10 20 40 Ilh':1- / I- . ICURB T z ' ill / Imi -.4... 0 I ENSUR POS1 D'A�NAGE_. . ,i_ ill/ ‘ '' `��` i Iv V!�© RETURN DATA A SCALE: 1" = 20' Z 12 I t WITHIN LANDS: PES ISLAND 7- k `� IIIIIIIIIIII 3 E� L 7( i i ;o`�-.- J�` 4 R�26.00 J I I i ; 1 "` 1 L-40.84 �-. ; ____ ___ T==26.00 r re-5 _ _ 0/ :.. t �w�, 0 A'�: ' ` `,e / L1=90'00'00" L.L U Cr1 ' iiiiii / •-_-- - J-_ _ _._-.» i ! -_�,-___----� -_...-____.... f PC: NEW ROAD CL STA: 9+14.13, 11.50' L I I .y,, PC ELEV. 255.16 I ,_ } ,., f 1/4 D ELEV 255.44 �.L-� I =CO F�..-_� ,� a `s'%s, \` 1/2 D ELEV 255.72 ._ � � ` y ' �. � 3/4 D ELEV. 256.00 t 1 C 5jil ?. I P T NEW ROAD CL STA: 11+69.20, 11.50' R C 4 W I _ Pr iii C) w ...._ \.._ w- v�, w - yam w w d E E r_.._.. t ELEV. 256.28 \ „ O i :+00 N }°+°° - __ � `' � .... C5 L=23.�s ~ C] - :` :; - �--\ I - 256.x; I .... T=15.00 < W N / N ; ' 0I A=90'00'00" rvi r O+p N crc,+ \ ? \ N`rd'\ STA. 9+51.63 = ?S1 -` 3 1 ,:t \ STA. 12+06.70 .. r_.. _.._.._ _ __ A l PC: NEW ROAD CL STA: 11+80.20, 11.50' L • ---- s7M i SIM S • SN STY S _� :..............«..... PC ELEV. 256.66 F- _ __ a - s�x1 _ d..........._.---•--- 1/4 D ELEV. 256.73 1/2 D ELEV. 256.79 kJ / 1 , ' 1 , 1 \t,- 56 79 - 1 3/4 D ELEV. 256.86 I -. I PT: NEW ROAD CL STA: 9+78.13, 11.50' L iPT ELEV. 256.93 I i F I I # j I F r : I Q t-1\-----C--- 1p NOTES N I -- { .. f F v i F 1 4J f • CT RI'II i .....» F _ f __..._...._.... 0L _ CONSTRUCT ASPHALT PAVEMENT PER TYPICAL SECTIONS. N .... + --0 -,-- SEE SHEET �I ; `. �`�` CONSTRUCT CONCRETE CURB. F I F , . �'" �� .....«...« SEE DETAIL ON SHEET C7.1 •1"c 09 ° F ..» SHEET C7.0 va ' ' SEE TYPICAL SECTIONS ON .....«....».._,....... -_...... ... __.._._ ' 3' X 4' COCAN AND HOSE BIB 0 pi f°I / D FOR GARBAGE '� FUTURE RIGHT-OF-WAY LINE PER CONDITION 2 OF - 3 CONCRETE PAI `( FOR DRAINAGE IMPROVEMENTS, # _ �- CL STA. 9+12.13, L T C� 0 co SEE SHEET C5.0 - � _ .. x t CITY OF TIGARD CASE ALE MMD2a15 0002 f, CL STA. 10+30.67 RT 6 • I I (49-FEET FROMCENTERLINE OF SW GREENBURG ROAD) L f I m .,..---»-- : -/ -- -1 . _ _ I 4 RELOCATE EXISTING IRRIGATION SPRINKLER HEAD. ' b 15' GRAVE SETBACK nm / 1 (FROM FUTURE RIGHT-OF-WAY OF GREENBURG ROAD) _ _ N w cl .rr' -- _».._• / 7I- ss °tea Lo +f} C9 / EXISTING RIGHT-OF-WAY v, £ 'ri o //yam i (30 FEET FROM CENTERLINE OF SW GREENBURG ROAD) -____...._.. I < N c. E I /I-__.... r g F • It I s I I `Q�AI. � Nbl, PLAN �`� SCALE: 1"=20' o w, z , 8 � �v � s°oc�m a; w v cLo _ c 280 I 280 -- �' v i OD d ifp al - m cr co Co w _ N J LL O Z CC Z - i O Z 2 Y O O O cn w i__ or270 - --- �-- U - +_.. U a N. _ - - 270 © 0 2 o 0 PVI STA: 10+65.00 u) u6 Q CD - W +N PVI ELEV.• 258.44 II C:) N C-9 K: 20.00 z N - ( - L VC: 80.00 � � I Io " - w PVI STA: 8+50.00 � J gc aco � �, HIGH PT. STA: 10+65.00 Y ca w z _ PVI ELEV.• 254.14 c_) crawN _J%-15.cn W _ cn K: 20.00 HIGH PT ELEV: 258.04 CiCt N In O In m + N + c\J II cn Cl) _ y L VC: j46.00 Q Q Ct..' 4; pO ^ 9 (>5 Ca > f/j CCCD W Z c�7 r'fi Nri '`f• } m > O CD 260 -- ---_�---_ +_ + - _ __ _... -.... -- 260 cia C7 00 03 cc O (.D2.0i_;._ `2 001 n - w -1.00% Li) -- l _ 2.QQ - o ray O u-) co N CC ai od ao LLI --- + LilU 9 250 -_ -- 250 w CD0 u) rz 1 Luw cl 2 w - - w SHEET NO. 0 240 - 1 1 1 1 1 1 I 1 I t 1 I I 1 1 1 1 1 1- I 1 1 1 1 1 1 1 1 1 240 c78+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 1- Z Li) w CENTERLINE PROFILE - C3 . 2 ce SCALE: HORIZONTAL 1"=20" v VERTICAL 1"=5' U JOB a - - CGC-03 V� Ws sW sT� Ct s 11-1 si \ s STORM MANHOLE 1 \. sT� o STA: 1+54.46,105.80 ' L RIM = 225.20 sivi ,. 6" 1E IN 220.40 (NE) 51 12" !E IN 219.40 (SW) W SZu \..\ 1Q" !E 1N 219.57 (E) = U 12 STS —. . ... µ . ....,...______......... . . _. 12" IE OUT 219.20 (NW) s STORM WA TER SWALE _^� �`._-_, --�_� �� —I LLI O T1� L = 100' ./...",,,,,L...., \, /! CL Q S SLOPE - 0.50% �', -�-•- 0 :-"-------- BOTTOM ELEV. = 222.00 TO 222.50 �''"`"t • _ ` - MNi/ e - 12.0' 4.0' r 12.0' r if J .r,✓'' IVF "z„.—.... •� ,, I ,,,t i 15' GRAVE SETBACK r� . .. ��` � / l �\ _ — '�-- �� ���"� '--- ~. -+* �` "`'`f ° 4:1 MAX. TOP OF FREEBOARD 4: 1 MAX. 7\ 4, ! E � _ --� - > ~� � �- ✓ 4 � SCp — 1.0 MIN , — 1SLOp _ -�). � . '� � -��� E 1.65'WIWI. -Allem- - _ ....___ __ 4 �..�..I ji— -- — 001001111 ♦ \ WATER QUALITY DEPTH 0.113 25-YEAR DEPTH w/ - • rw /* .011111111 ___ \ ws �- \k SECTION A-A U co NTS °III II 1000.0011111111111.1111gr 'o l ./ -`' \\ \ bra{t �� \, \, ,, ,,-/ ......1,---,,--4.-\--•�..- \ \ �`\\ ``` 11ylti lill !E 222.50 • \ \ / , ,, \ ?O. Wyk ` ...... \ !�� \ \ ' • h \ - ,`' \ \ \', 8 LF 1Q" STORM S 0,0100 s �: \ J,f' N n r - JIFf�▪ £ \ \ 'r' \ , \ 'f\ r - /`\ \\ r' lf-\ \\ \ ar O _,.. h, /, \ \\ ,�,� r -\ ;.'� \� , •\\r /- ` ,\ •e ,/` , ``ems '", \ ` ,/• 'S,,,,,,,.." \\ `\ \• / \/ \\ \ \ / \ \ \ er ' ' \, \, 1y rf'} .......„.79--\ \ `' r%,r' M, `,`- \\ .-�'�` �\+,.' ,\ \ '` `�' \\ , n a�� efl d 4-+ • • \,, �\ ,f�-/ , ` //`f `\ \ff `, `, / i \'\ ` }\ t'--, ,/°\ // \`, y; '�`+�.��=f �� 'rr `\ , h, 1.Vic' ` �/'��1 Csi ,' \ !' rr' \ \, r-ff 1 y\ `\ \ , , F f , , f`, \ i \ - �y/ { + _a i— tOj \, ,� kr \ \ `�,Ff /r�.r k, \,, y, r \ \\ F-!r f-`." \\ \,. , `, ,✓- h `\\ ` `` ! rr , r•.k \'\, rr� ,, \h ; �{ `, \\ f- 'f T 'F'�� _ a ti \,{r-r > \ , ,- ,- \\ \, i /!fK 4y ,'r `r- F- \ \ , ,r \ `, \ f� k ``r r'` 1 r \ \,f \ `, \ r DITCH INLET 1 \ „„--\-\\ ELI . W 0 "5 • • /�\ `•,..„-\ -� '' ,� \\ `\ \,- \` `\ f! r- ',!-` ,,, .\ ,\\ ,-`!`` \ \\ >; / - �,\ \`\\ \\ / , \ \\ \\\ •`, r , !, ,, STA. ,1+6743,84:"60 ' C,\ \\ ` CONSTRUCTION S ! !TUC 11�1V lY TES Ct d •rr V, F ` \ ` ✓" \ \ ''\ `, .F ` \ \ K f/ ,\ J ,.,../F \ \ \ 1 \ ` r \ \ \ FSI 1� �` , A.f , \ , `\ \'RIM =\,222.QQ" hal 1+1 ` f I ! / , \ k 4 / r \ \ fes\ ` `` \ `/ -' -` \ \SWALE,LIMITS '' - �RAD!N CAT HLIN , ,,` , ,-- - \ f \ \ ,< , \ ,\ -` ,/ \ \ �,! \, `\ 1 t " !E OUT 220.11 (�Y) ,. \, \ : ,I r , ,. \ , ,- . \ TQP OF',FREEBOARD'-'- ' ,� \ \ !0r \ `,, % ; A • J, \ ;�' . \ j•,,./ , \ \ \ r , ....„---•-", \ k ; ,!. k \ \ ;-' !� \ `\ `, `.-F' \ \ !' s - 1 CONSTRUCT 4' WIDE WATER QUALITY SWALE PER CWS DRAWINGS NO. 700 AND NO. 710. \ , ! , f ./''<."\ ,• \ \ ' , SEE SHEET C6.Q j \ \ ,ft/ `, \ \ r 't \ r ,,,\r7 \ ,t, k�, ' `k '1 +`, , F ,• -•\ •,�\ h ! / ` , \ \ rr \\ \ J,/- J,/ \, \\ \\ •`� `, \, \ ! / -� ''C` \ \ -f \ ♦ f/ r'` \ \ \ , / \, `\\ \ Jr - .MJF \ y „---- `-' `, I N - rrt \• , , -- : �• \\ �``/ , \ ` - \ `h �`' /' ` , \ h\ !/ h \k F- ,,-` , k, , ', ,,,-`�,, \ \ \ >` -�; . SEE SHEET L2 0 FOR SWALE LANDSCAPING PLAN „ `\ , \ , , • r \k i-- .fr \ \ • f • • • • , ,, 1 M • • • —\\'--; ,, I }r ' - \\ , f \ `, r •`r \ • 1 \ f '\ y .,r / \ \ k fS \ \ \ \,r S .0 \ ! r.,/ • ,.-,.. \ \\ i `4, \ff,/ N \ 4 mfr \ \; ,\ , r ,I --` Y !\ �� ,f�' '� * \ •,y,Ff �- `k '\ \ \ f \ \ !, \ -J/' rff�` `\\\ ♦ •\,, r k s" \ , N A.,f' \ !\ i O PI �y ^-•-. }.•_.. a ,. \ - ,IF , , , , , , \. ,- , f f \ . ,, , 5 ,. �5 ..\ f , 2 CONSTRUCT MIN. 4' X 4 X 6" DEEP CLASS 50 RIPRAP FLOW DISSIPATFR• \ \ \ )'- : ---(' \ \ \ \ \ - , `\ ,..,.m...._..,. 'C'�/' \\ ,, , ! „. ,\ \` ''� \ \ \ !/' \ \ \ ,,! ,r • \ , \ \ , C), INSTALL DITCH INLET PER CWS DRAWING NO. 720. \ \ . \ \\ \ f ;-'' ,\ \,\ \? C, /f-' ;r \\ \ ::1/4' \S\1::::.(:1':7:1:: . i� Z..'17-\::\:::: _.,.........----r, ` y \ ` ` \ \\ :\<, \r SEE SHEET C6,0 \ , ././.." , , - , � ,f s! \ � \ , , —•••.�.........—. .•.,7"'_'_ �:::::::\:\ \k \ "Ff\F s\:\\:\:::'''(:2171-:\::'0:110\'1‘1\;17:.\\':\1:\ ! r �,`,',wK'"•.,.\ , / \ :\:::' \h, f \ \ f• \ \ ,- , \ �,f \\\ \, \ ,- \ �\ - \,:' r \::::::::::::1::::::::::‘:‘‘E111:1\ ‘'\\:\..\\_L:.\.'ir..'\\., \ , \ , a N0T USED ,��� b,�,}i ` \, f,J'M f` \ \ \\ f�5 \\ \ Fr,. y:\\, ` \\ \ `j,' `\ 4 , ,!!'`� J!'` \\ , * `� /`�f h '; r\ ylrf \\ \\\ YIS\ \\ f \ \ �' - ' `, , / `\ !� ` \ '�` \ � \A. , 's / \\\.\::.\\I\ \\ • \ !-"\ \ CD INSTALL STANDARD MANHOLE OVER EXISTING PIPE PER CWS DRAWING NO. 010. ``' o �`'• Z„r' \ h ,, r/\ , \ \/ \ - �` , , r\ f- \, • f \ \ ` \ \ \ \ F-`' \ SEE SHEET C6,a >- \ \ .`' / \ ` \\ -, `\ `\ \ FY !-it \\ ✓' r \ \ \ f'' f• ;' \ \ \ \ /-' \ , \ \ , \ \,\ /� — `I \ \ \ `\ 4 / ! / '(+� \, \ Y-` `i \ `\ r!` /-- \ ;�\ \ \\ s!`\ \\ ♦ �.''� ff•`� \ `\ , \s' ' \ \\ .i-\\ \ `'4 f ryry// '1� �_ ' �f ! f l , -k \ \ ,- f, \ \f/ \, \ , `�k` , k \ �1 f \ \ \ ;9. \ \ r` , r ,'/ .�a l• NI C4 \\ \,f i ; \ , r,YY ; ,\ \` y` Jr.i ,, , , / ,, ,\r-'f j'' `� \ r f1 \ \ \ --/} , ff `f ,, \ \\ F- F�� J 1((_�l'\ \ \\ ,,/ ,� \ \ \\ ' \, \ -!f/ r' r \ , \ \ � \ J./ / y \ \ J,K/ \ yh \ !/ \ 1. \ \''s:/-11.'.\\*::”. ,f'\\, ,\ .rf ,/'�\\ /ay i W r= m ` ` \ • \ .`r♦//` \ Jy , \ l/ 1 rf y/ , ..,.2''' , �/• `\ \ !`F '1�'• \ r \\ 1 rf` •, •\ \ \, l r'kh \ r J ^ J CO • • • 7. ''''\ •\ , \ \ ,.� •\ \ \ ' \/�,f-' w w _L w \ ,!/ \ f , f ,. �5 ., \ \ '' Q vi `\\ ''� y \ \ Y J! W ` 'F , !}'/- •\ `S'''f f Z LU ci? \ , * \/`Jf W f \/ \, !J CIC 2 Q ef\ cd \ \ r \ , F` �c. � STORM MANHOLE 2 c ✓ tY`' 1+ao SEE SHEET C3 0 _ i --- ,, ____________ .•y __________,___. _ ,„,1-%Ce:,—' ' rii �! _ _ -- CO --- ~ �'`"` I '`� • ~CO x'`00 cn CD f _ _ . _ F O _ � � Z ,-- SM s m Q `-\ •• Td77 aV r \ 1111ftaftio. c.) r\ , \ \ �` \ 5Th{ W f•„; .. \ , ,'/,.• '`\ N. ,• \\ \\ .,'' \, \ ”, ,I en • • • • ' • \\ � \r : -,:'-- - ,ff` • \ ` r , a ' 'p \ \ f LLJ U o SWALE PLAN Z cc / SCALE: 1"=10' w I-1IJJ 1 w ,. , U SHEET NO. O cc 0 0 5 10 20 i- MIMEwiii NIEC4 0 U SCALE: 1" = 10' ■ LU C U U C'.9 U JOB N . CGC-03 c ark RIM 231.78 1 i LF 1 R1M 236.14 11 LF 22 LF 1 11.lE 228,28 !E 231.64 S = 0,0577 �, O S = 0.0327 S = 0.0577 ' O �J 22 LF, 22 LF, 22LF 22LF, 22 LF, 22 LF, 22 LF, 22 LF ., S=0.0339 S=0.0339 S=0.0339 S=0.0339 S=0.0577 S=t?0577 S=0.0577 RIM 228.26 ' 4 ! 2� L-F� S +.■ . 1.1 - - - - s s1ti a1ti -' - sm O IE 224.79 0 ! -2 3 S O.fl37 so G- �`4-r'- ) IE 229.03 lE 229.78 SIE 230.53 IE 231.28 lE 232.27 SIE 233.54 IE 234.81 J L, 1 N 14, fl C 1IE 227.59 IE 236.08 ' 4 �� 313 $ IE 226.89 S = "'031 IE 226.19 -- - - _ - ...... A Of N 0 S_______ (NI p��? • !E 225,49 r r � Y. . ---� I 1 - 0 ___atifro• 1. 0 � iik 'lo Lo 04 w .„--- f v i�4 \.!....„22-3.7-95 .-._. "� - IZZI o Q ;n a_ `�i0 4 rNa z >3;11 .--- 'tiJ i 2� 0� o Q a � d d i4 0 0 ��// S Fc II IIII II II II II_ II ' J Lnit? -� � o � , II �•.,c l cn . cn -....'v? cn __.'cn (77-\ cn " I__1__1 0 '( 0• i124 ' ` a -....,. 3 yam " �� 0 '� - �:J r� �J RIM 226.59 4 i S ,� O II- cn 3 3 ��- ._� I L1� IIIII a IE 222.72 ��70 ? -! • ..tl ..3.zL,D LC c _ �+.._. rn _. _ ,:31......._...._. tn. �� 2 fl• !E 2 .T3 a _ . __ _ NN fl Itr� t� } 3 ! 9 O L.L S ____ - it - s�... 3 _ \\NN 0 60 o. / .....__...._..._ _ II S' / 1 w g I-- I- Join o - 4� / I_n...-.-._. II _, �_ .... _._ _ .... . 138 -- �.�..� �Q IE 22 .4-. I d- Lo co € 1 4 RIM 226.19 0 0 k W W �t w w W W w w ' • 0 ,� I CO !E 222,16 S o-..Y........ � N ^ -_ I `" !E 227.27 w �,/r •� 'l �, IE 226.83 4+00 STORM MANHOLE 4 5+00 6+00 ' C) r ti I E IE 226.41 r II-76 IF IC i V:_.14._ / / o I `�` / 0 (1) , S IE 235.000 CD s = 0.023 __ _ '� �. !E 228.11 1 CO ____•.� E 226.00 �Y � /( 1 # ,,- N. H---.-171:. _.._ _ __._..--_- ..... 22 LF 22 d F z2 LF i IE 225 s�+ Q Cy 65 LF 6 26 LF, 3 �' 3� r 4 22 LF, S=0.050 S=(?0625 5=0.0625 22 LF S-av050 22 050 S=O,D50 " 23 LF S-0.0050 ----- - 4 S=D.0050 0 0 0 13-5 7-4:--. 4;4' 0 '5. * ' r / * ,� / rE i4 S=0.0050 I-. - w o SJ"IRMi f,•• E 3 �► 23 LF, N 3... Id t 2 S=0.0050CA N w_._ `� � . 5 0.005007' DECID. 09' DECID. 21" DECD.1f`' , , I ;---. _... .............13 .. 26.44 1 D6" DECID. _ _ �- 1 U 1� } NS, „ r-,` _ ! , _ IE 224.80 lw- • O ..© / orb - - - IE 225.84 - ' �` ///4------'------- STORM MANHOLE �� n Q� �90 - v •�-1 a° w. fi71 -__ - 12..1 ,,,, E STA: 1+54.46, 1 .8 L CL ROADWAY ,/� - st, 11.__........_ ._............... ' 224.61 28 1 , o RIM: 225.20 y ,-----__„_,_ A' / , \ _•,,•r � e+-a m.m. 0 N a 6 IE IN 220.4 (NE) / 12" IE IN 219. 0 SW •._..m.._,._.....-__ti_......_... (; _ totO , 7. 10" IE IN 219 57 (E) �N i i Zca 12" !E OUT 19.20 ( / ' W _,.. x� S=0.0 050 CII ' v z 11 ri IE 224.3 s /' ri./I/ / • •,' =+x.0051? Z LU 0 tri O / LA 05" DECI iii P� ! rIE 224.17 S=0.0050 1 / 7 // / i 1111111 / o izz Lo 10 ti o era i. 444 .tri co 34o to in 10 !. _ 1\.\14. .. Att,-4, _ N1I rz• OdO Od ° w W-__ ! �/ S=Q.OQ50 O d a o 0 0 0 o cti :3-f3E ID, 0 in _ a • _,lt] c5 i-. lE� ,i4.07 // o $ o0 II ISIcn ciia ,ti: �'JrnJ 1 v15' GRAVE SETBACKir il g, in In to00 Aka , •• , d 5 1 moi- COjCO co I"� r') CO 1 / \:1 STORM MA Nn J 2 „„„410„ i,i i -I N N N N N N InN .. 1 / i cn rN IF 5.071 0 o ,d, N c3ji ECU �'' _ N of ig0 El _ d 5 �, CC CO W CO cOa OM PN O / __ �� _ I :� Q O 10" DECID. *1”COIF. ("� _ ._ I 0 cn o Q Z/11 I -j . =0.005 O IIN }u.". DEC D. _ w ¢ LU 4 In o Ca in I- C] / / _> Z q r. o M U o U 1 in- --- 0 11" DECI i- W ' ft. 1 cn ............. . 5 cz• il I Q U I _ __ ' OS" DE D. 10' DECID. 21" DECID.DErin z0 o c7 / ENE- iii _ 0 ., _.-. I ILu Lu 1 � W I I i I- t 2 _.._ ...___ .- -------- i _ 7 4� z„,, w w 7 w 7 e IEMMI w-9 7 L [ L �,ti5 o S , MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM ci z rr co DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT , IFw w I � _ * • -, wH wr+ a 2 LLI U CONSTRUCTION NOTES SHEET No. W a 1. INSTALL STANDARD CLEANOUTS PER CWS DRAWING NO. 4. INSTALL 6" PERFORATED PIPE PER DETAIL 6. PROTECT EXISTING TREE. ROUTE PERFORATED PIPE AROUND c3 500. SEE SHEET C6.0 SEE SHEET C6.2 TREE. EXCAVATE WITH CAUTION TO AVOID DAMAGE TO TREE ROOTS. 0 10 20 40 U 2. INSTALL 6" SOUD PIPE PER PIPE TRENCHING DETAIL 5. INSTALL 12"X1,5" ADS ADVANEDGE PANEL PIPE WITH cn SEE SHEET C6.2 GEOTEXTILE COVER PER NARROW PIPE TRENCHING DETAIL 7. CONSTRUCT WEEP HOLE IN EXISTING CURB. 111 C5 • O L.. cc SEE SHEET C6.2. SCALE: 1" = 20' 3. INSTALL 12"X1.5" ADS ADVANEDGE PANEL PIPE WITH LAYOUT ROUTE FOR REVIEW BY CIVIL ENGINEER AND o GEOTEXTILE COVER PER NARROW PIPE TRENCHING DETAIL CEMETERY MAINTENANCE PRIOR TO INSTALLATION. JOB NO. c.'. SEE SHEET C6.2 CGC-O3 0 11 LF it RIM • E 237.35 5 4 ¢ S = 0.0535 0 241.10]] 4 4 RIM 1248.10 251.60n 1. 00 C) 4 4 4 E 252.00 9 TSP RJGH T-OF-WA Y LINE PER CONDITION #2 OF CITY OF 0 ei RIM TIGARD CASE FILE MMD2015-00026 22 LF, � 22 LF, a �JS=-0.0169 S=0.0707 - 5_=0.0707 O S2 0.0535 `_J S2 0 0707 S2 0.0'707- S=Q.0707 S=0.0945 5=0.0355 S2 0.0355 22 0.0355 S=0.0355 S2 Q 3 (49-FEET FROM CENTERLINE OF S W GREENBURG ROAD) ;: SIM SIM STY - SIM :: ST - - STY i - - SiY Y -- siM • - - - - - - - - - - - x -x - x- -x- z � r IE 236.98 \IE 238.16 N1E 239.33 IE 240.51 IE 241.88 IE 243.44 IE 244.49 IE 246.02 IE 248.88 IE 249.66 IE 250.44 IE 251.22 15' GRAVE SETBACK ��I . 11 LF ���#� - I�,.- - -v- - - : .7. __......_.._ _ _..._..._ - - -, 1 1_ .. ..._ w .__..-_ _._..- ._.._-_.. __-_ a ...- ` I I ! \ -,, i V 1....___________t____________4. l \ / 12 Ems / LLI '------- * '-X --.---------- '-------1---------- / , / \J p 0 \ i LLJ ao 1111.1111111 rn in o ti- 1 th CO ; I i a iii i- rr * . * / � N I II O O an. _ eg ' to_____")-- 14_ _________ i p 5.. p p _ .116 p C • JIG / . : II 02.11 II ' II Y II II0 I1 " 11 »»_._...� II II II -®1011 II II J / / I // = W -_ cf) _...-_.._ �/? V� VI 4 _.... i rte. ` /` o J i \\\ iz-J .. ! . a+` aka. ..m.___ ... ra - 00 \ / c/ _ I K0 Et / _ .,.__.�._._ _... _.. 15' GRAVE SETBACK _ L� (.1__...._._..__-___.... (FROM TSP RIGHT-OF-WAY OF r 01 1 _.. ._. I GREENBURG ROAD) C� I / F- �Ll I - EXISTING RIGHT-OF-WAY + I- -. - I (30 FEET FROM Z M. I / CENTERLINE OF SW --- [] I €.. _.,..... _ - ._..._ I GREENBURG ROAD) El w IE 252.67 w �, 1..�..1 il �I E 246.18 1`IE 244.3 lE 245.431E 246. 9 IE 247.52 SIE 214 `¢5 �IE 249.57 2 0.3 !E 251,051.67 !�E 252.17 ,, 01 (l} 7+00 [T► 8+00 9+00 12+07 CD N 10+°C) i �� --- m03 - - - _re �� RIM 257.0. _ _ _ . ° _....._. 1 RIM IE 253.500 I IE 243.50 0 0 E 246.502 0 RIM 257.:9 , 4Pk _ ____ _O-fair- (.4) _ 7 ---_. 5 r ♦ ....»..._.._...___......_.. .• , .. -_.I a -_.....____......___.. ............_____ _-....__.._"• _- ,.. ... ..... / 5, I 1 _ wi• tc' (0 ----s==-4-0s25- 26 LF, _ 26_ LF,. _ 26 LF, 26 LF, 4 100 LF, 1 io =0, 525-, 5= . 625 -0.- 25 z 5=40267 s=t1;Q267 s= 0 6i _. » ... go. Lf,. F.±_2_q_k ,f f I ?._ j E I la- t ......».. r _..r. ..,,,....._ - ... _ t«....»..«.. «....» DE 18 DE ; z I } ' ,fl ,� 19 DEC1c. E � ______O 20" DEC D. _016 CI�3. ° C1� . 0 8" DECD?. ° j � , • I.._-.....--__....... r7at0 1 ___- I --' _._____.-... .-.---.- -. ..__._ _..t - .._ _1 f I f.N •~1 ili _......_.-_ .......«......«..... ...__--____ ....________ _-._--___ _._-..__.. a _.._..........__ a a »..»»»,_.......s ._....._� i.._ , j 3 -/-*--- �/ ,r -0- O Q• Q1 r--� • CONI . • - '-- - - �- DCCID I G I t I � i ' 00b" ' i i 6} ._....._ _._....... � o Ir Ci 11- uLc,a. I - 0 04" DECID, ° _....___.. _......_____ _..--.--- ------....-----_-_ « __»_»«» ......_ _ _ / A-4,., Ci) z 4.„7 - ' 013". ...�CtI:} i -, --; ,- -,- - -,--- --, ,-----.-1G1--- ”----A---- i I ,?. / po ,.( < cr) g I • o G1D i N I t 1 •I1 sa A. 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G...25F.0.5 ;! i., , G 25fi ..1 - .... _I -._ 11111 _ it j _ CO= 3 20" DEolD. iim 22 DECDIIIIIIII 19 I 111111 MON II Lii MEI M EN Eli in" imi 7 - 0 DECD 6" DECIQ. 10 18' DEC D. f a , _ 3f /T jo 3` Li i f 6 LU ««»»»»_.«« Iliiir. DELI / . - �� G 6 r v 3i! Li) LiJ 1111111111 11111111111.11111 NM, f J 0 0 0 C] U Jill III / r , ` 1 I /11111 ! 1 o 111111 11111111111111 il 0 U Cl' ,�i gm. II EClLIII �� �- __...._.-... X35 DEC'D. _«.. ____.._ EG 265.8` " j!` Cii 11111 11111111 111111 III 111111111 11111111 Eli Mill Ili • 35" DE ID. _ 1.. A I III LU MI MIIII 11.11111111 INN i 6 co co cf, so Eiji ._..11 ,,.,.„ , . ......, i ,.; MEM IIIIIIMINNI , . . •6 ' I 0l r Z 1 C7 I III ill II 11111111 f r Q 18" DEC1I Ofi�► 1., 19" DECD. 19" DECI:�iiiiii Elm ilis mil iii.0 21" DECiiiiK 5" DECI�f f 18" DEC!). / ' CL h mpi es 11 III - ..0.3" DECIT�...� miliumi �. w ill / / / �� � IMIMMIIMI 1� - r of III 111 0 40 o - )- I 1111111 11.11111101 1111111.1.1 11111.1111111111 11111111 111111 0 i----- 14 DA I- r LAU 1 1111111... 1111 Mill III III MINI u] /11111 - 41-• Mill mum= am ... moil Emu . ' „ ei. : / / ,,i I › /© 1 Li] U O I i zIF cc to cn } IIHI w . _ r i� o w m CONSTRUCTION NOTES w U O 1. INSTALL STANDARD CLEANOUTS PER CWS DRAWING NO. 4. INSTALL 6" PERFORATED PIPE PER DETAIL. 6. PROTECT EXISTING TREE. ROUTE PERFORATED PIPE AROUND SHEET NO. cr 500. SEE SHEET C6,0 SEE SHEET C6.2 TREE. EXCAVATE WITH CAUTION TO AVOID DAMAGE TO TREE ROOTS. z 2. INSTALL 6" SOLID PIPE PER PIPE TRENCHING DETAIL, 5. INSTALL 12"X1.5" ADS ADVANEDGE PANEL PIPE 14171-1 0 10 20 40 z O SEE SHEET C6.2 GEOTEX71LE COVER PER NARROW PIPE TRENCHING DETAIL. 7. CONSTRUCT WEEP HOLE IN EXISTING CURB. !MMI/ 1.1 C5 . 1 w SEE SHEET C6.2, 3. INSTALL 12"X1.5" ADS ADVANEDGE PANEL PIPE WITH LAYOUT ROUTE FOR REWEW BY CIVIL ENGINEER AND SCALE: 1" = 20' GEO7EX71LE COVER PER NARROW PIPE TRENCHING DETAIL. CEMETERY MAINTENANCE PRIOR TO INSTALLATION. 0SEE SHEET C6.2 JOB N0, c) CGC-03 a TSP RIGHT-OF-WAY LINE PER CONDITION #2 OF CITY OF• J 15' GRAVE SETBACK TIGARD CASE FILE MMD2015-00026 I (49-FEET FROM CENTERLINE OF SW GREENBURG ROAD) a ■ •. • - •. - .. 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Nfr li / Gj 6' N i if -:- I /I/ 444 61 F3 I � z z • I I I I at/ i go W I EXISTIN 5/8" WATER METER 0I m m ca I f S z o N 2 CONSTRUCTION NOTES a ir: (ti LUlL W '' CONNECT TO EXISTING WATER LINE. a 11J CONTRACTOR SHALL POTHOLE PRIOR TO � � QS 1. 30 EX GRAVE EXISTING TO VERIFY LOCATION, DEPTH r' �' 6 A I A AND SIZE OF EXISTING WATER LINE. v EX.CURB ABANDON EXISTING WATER LINE v \ UPSTREAM OF CONNECTION. 1� - CONTRACTOR SHALL VERIFY EXTENT OF ►- EXISTING WATER SYSTEM WITH Lu . € /1" X 1„ TEE z ARBAGE CAN EX ROADWAY ` MAINTENANCE STAFF PRIOR TO © INSTALLATION OF NEW WATER LINE. 65z IF . CD -- - - INSTALL 920 LF OF 1" WATER LINE. 0 —Mz c 1" WATER MAIN • ■ r— MA TCN EXISTING WATER LINE SIZE. 0 20 40 80 o c z CONNECT EXISTING OFFICE BUILDING TOIMMII E p U NEW WATER MAIN. CURB LINE 103a SCALE: 1" = 40' w z o CONTRACTOR SHALL COORDINATE WITH q 2_.e., a _ 0 tz, Ni MAINTENANCE STAFF TO CONFIRM 1 9 S a in v- ELECTRICAL CONDUIT Ili Ni LOCATION OF WATER AT EXISTING F,c i. o (FUTURE USE) BUILDING. LO CC 0° ao I- 0INSTALL 1030 LF OF 1" WATER LINE. — v 0 INSTALL FREE STANDING HOSE BIB. > H 0.50 MATCH EXISTING FOR SIZE AND HEIGHT. M U 0 INSTALL BLOWOFF AT END OF WATER v DOMESTIC WATER-71 ATER LINE. v STORM LINE m. z O _ _ Vi ' _ 7 INSTALL 2" CONDUIT FOR FUTURE LOW co IRRIGATION TION WA TER VOLTAGE USE. } CL ROAD / o w LiiU rx ENLARGED VIEW SECTION VIEW A-A SHEET NO. I- SCALE 1" = 5' NTS z v C6 • 0 _„ . .U ......... JOB N0. U CGC-03 a EXISTING GRADE - 14" MEDIA FILTER DRAIN MIX g 6" DEPTH MIN. (: I w 22.6' . � ,)` : �r ,� *-w. -: • , I 10.8' TRAVEL LANE 10.8' TRAVEL LANE 1 W w W W W W W W W W W W W W 4' w w w W w ! II 6" MIN. W W W W W w W W W w W Jr W W W 4H: 1V MAX. 2.0% 2.0% 4H:1V MAX. W W W W W W W W Lil w w WW wWW 4" PVC CONNECTION �-/// / / /// f Y TEES WITH ADS ADVANEDGE •s,'..,', .:;:7: :::.:::...;::::.:::)•::.:' • yp . ,, fi - •_"`"�. , y _..,-;\_,,,--- ... � .�ft� 12"X4" END OUTLET FITTING Cl) w 0 _ CONCRETE CURB • j -L-. .� rC PER WASH.CO. DETAIL 2020 VARIES ... (-=• ,.. )'k.. ''t.. C- ....1)-c__y,/.k. SEE SHEET C6.1 FULL DEPTH PAVEMENT SECTION / ;-� - '� „ - `'; f, LLJ < IN. :-' ..:. 12"X1.5” ADS AD VANEDGE PANEL 3.5 LEVEL 2, %2 INCH DENSE HMAC 17ifs..... J,. PIPE WITH GEOTEXTILE COVER 10" OF 3/4"-0" AGGREGATE �;,<.-7 i�__,��-�•\,,..7.....,./-�- . . SUBGRADE GEOTEXTILE , :.,__"e 1 '� i ...,....._„_ f1-1/2» — 3/off 0) TYPICAL SEC TI ON - NEW CEMETERY ROAD v DRAIN ROCK W STA. 0+06.00 TO STA. 0+29. 74 EXISTING SUBGRADE U NARROW PIPE TRENCHING DETAIL NTS 4 0 0 c)›.- 6' N r=4 rs1 EXISTING GRADE - 24" TOPSOIL CO :_� .: a I 6" DEPTH MIN. ,,,, ,.,, a ct O ,bQ , mm ) L– 11.5' TRAVEL LANE - 11.5' TRAVEL LANE ✓ v v v v v v v v v v v v > ;5.9. v v V V V V V V V V V7VVVVVVVVVV V' - - - W ca 'il 4H:IV MAX. 0 2 0% 4H:IVMAX. 6ffMIN v v v v v v v v v v v v '_ :. �' �_ . -._� / : , f 6" PVC PIPE z 0 ry j ; / f 7 v v v v v v v v v v v v N N vvvvvvvvvvvv +� al O VARIES �_.✓\ s....._ 0 0 = CONCRETE CURB 1 ,)c.:7)(..,'2A7..,..?, ,...17 .}.,,,.:,,,_.,..P.--f_ PER WASH.CO. DETAIL 2020 FULL DEPTH PAVEMENT SECTION . ( —. , ..� SEE SHEET C6.1 3.5" LEVEL 2, %2 INCH DENSE HMAC JP, : .-.4../C '\...-2 r ... ;.• _ „ �pL Ny `� -: `�� r ,��� .; ....: ''�` 1-1/2" — 3/4 G,�o �'��, s 10" OF 3/4"-0" AGGREGATE w� so� �� SUBGRADE GEOTEXTILE I DRAIN ROCK orw� oz �' Z rn Z Q , � - o -- v w TYPICAL SECTION - NEW CEMETERY ROAD EXISTING SUBGRADE �s/0,,8 igi' El STA. 0+38.90 TO STA. 9+51.63 MAINLINE PIPE TRENCHING DETAIL i m Q r--: NTS Q -71 lii r zujzeill Eo w MLUC E 0 o U R U M O 3 0 U 65 1 w r C I- 24' CO CD , 11.5' TRAVEL LANE - - 11.5' TRAVEL LANE z Z M O o F- 0 4H:1 V MAX. 2.0% 2 o Z 2.0Z 4H: 1 V MAX. "' '`S \ : is "> © ;: :4:17,417,,,!.9:. > ' w § �- 3, d r s } a ,mss.,,* `' ,,,,, 3' >: cA .. , ..yf M k..., .. s� .a Y,�4 k.' r.A s.. / f S.- l' * r.y' r../t"" ce —Lu w CONCRETE CURB PER WASH.CO. DETAIL 2020 ow SEE SHEET C6.1 FULL DEPTH PAVEMENT SECTION v 3.5" LEVEL 2, 1/2 INCH DENSE HMAC w 0 10" OF 3/4"-0" AGGREGATE v SUBGRADE GEOTEXTILE z cc 0 U) TYPICAL SEC TI ON - NEW CEMETERY ROAD LIJ w Lli STA. 9+51.63 TO STA. 12+06. 70 Lu SHEET NO. 0 ce z zC7 • O w cnv w v JOB NO. CGC-03 a >- LL W I— . . W HINGED DEFLECTOR TO GRATE W FACILITATE CLEAN-OUT / RIM ELEV. Et ROTATENAS I I (SEE PLAN) ) w 0 REQUIRED. 12" 12" 1 MAX. MIN. 0 I-- NOTE: CONTRACTOR SHALL Et ul I2/I - d DETERMINE THE REQUIRED ,�� FITTINGS NEEDED FOR EACH ►' `y6" CATCH BA SIN. J MIN. I- 4 ik,,, F = ,,,, \ L.L., IE AS NOTED 24 X 24 U ON PLANS V) LII USE PIPE MANUFACTURES ADAPTER CONNECTOR OR C.t FLEXIBLE COUPLING WITH STAINLESS STEEL CLAMPS OR APPROVED EQUAL. CA TCHBA SIN N.T.S. N '..' CD 0 , 2c ( r, ,--I ' ca Q' ry ?--i ,r, ..> © cam Immi b 11) Q) •rl ' o `*" /. , 3-" O U '4-4 ,4 ,„., a.) N G. SEE NOTE 1 y 0 SEE NOTE 0 g s - • •• PIPE TO PIPE : : g/ (L) IIII e' co N 040 SIZE AND SLOPE o •en (SEE PLAN) PIPE TAP L.: I L ,, p • SEE NOTE ® II �, t, NOTES: �5r��� N�tid o •: , 1. BREAK OUT WALL 2" MIN., 4" MAX. CLEAR OF PIPE WALL. GROUT SPACE WITH Z o z •• _ NON-SHRINK GROUT. a- ▪ "" 1' 4 2. USE "FERNCO" FLEXIBLE COUPLING WITH STAINLESS STEEL CLAMPS OR APPROVED �' � >� : . EQUAL AS REQUIRED. `/Oat, ip MANHOLE OR CATCH BASIN 3. CUT HOLE INTO PIPE AND INSTALL "FOWLER" SEWER BOOT TAP OR APPROVED EQUAL. m i m co Q = ti ui Q PIPE CONNECTION z z rE Luse o N.T.S. w z ti p [] orn U 0 0 CU 0 r I- 1.1.1 LU c oPAVED AREAS REFER TO PLANS z c) o o =m= w . _ LIJ -±- !27 < <77< /, / � _, „____, , .0 NATIVE _—_ BACKFILL/ < /�\ ix cn o 1-1 LU \\ \\\ \\ 111-1 11— : – M \ \\ \ f I I ! 1-,_(-) > ,. _ „ \ \ III-I - v G3RANULAR ) \\ \\\ \\ I-IIII w BACKFILL \ \ \ II-- - Lu a o 0 : \\ \\ ; 11_�1I !;L J z ce CO azi Q _ / // / /i/ // / // Q Lu- } o �co r / // / i/ // / , cc Lu w N / / // / // / } W N // / // / 0 U ' // 0 / / Lu LI' / / SHEET NO. '0- / / / / / / Z • / / i ./ / i1 ■ LU (%7 C7 ■ 1W c, U PIPE BEDDING AND BACKFILL DETAIL ,JOB NO. U N.T.S. CGC-03 a >- LL W I— . . W HINGED DEFLECTOR TO GRATE W FACILITATE CLEAN-OUT / RIM ELEV. Et ROTATENAS I I (SEE PLAN) ) w 0 REQUIRED. 12" 12" 1 MAX. MIN. 0 I-- NOTE: CONTRACTOR SHALL Et ul I2/I - d DETERMINE THE REQUIRED ,�� FITTINGS NEEDED FOR EACH ►' `y6" CATCH BA SIN. J MIN. I- 4 ik,,, F = ,,,, \ L.L., IE AS NOTED 24 X 24 U ON PLANS V) LII USE PIPE MANUFACTURES ADAPTER CONNECTOR OR C.t FLEXIBLE COUPLING WITH STAINLESS STEEL CLAMPS OR APPROVED EQUAL. CA TCHBA SIN N.T.S. N '..' CD 0 , 2c ( r, ,--I ' ca Q' ry ?--i ,r, ..> © cam Immi b 11) Q) •rl ' o `*" /. , 3-" O U '4-4 ,4 ,„., a.) N G. SEE NOTE 1 y 0 SEE NOTE 0 g s - • •• PIPE TO PIPE : : g/ (L) IIII e' co N 040 SIZE AND SLOPE o •en (SEE PLAN) PIPE TAP L.: I L ,, p • SEE NOTE ® II �, t, NOTES: �5r��� N�tid o •: , 1. BREAK OUT WALL 2" MIN., 4" MAX. CLEAR OF PIPE WALL. GROUT SPACE WITH Z o z •• _ NON-SHRINK GROUT. a- ▪ "" 1' 4 2. USE "FERNCO" FLEXIBLE COUPLING WITH STAINLESS STEEL CLAMPS OR APPROVED �' � >� : . EQUAL AS REQUIRED. `/Oat, ip MANHOLE OR CATCH BASIN 3. CUT HOLE INTO PIPE AND INSTALL "FOWLER" SEWER BOOT TAP OR APPROVED EQUAL. m i m co Q = ti ui Q PIPE CONNECTION z z rE Luse o N.T.S. w z ti p [] orn U 0 0 CU 0 r I- 1.1.1 LU c oPAVED AREAS REFER TO PLANS z c) o o =m= w . _ LIJ -±- !27 < <77< /, / � _, „____, , .0 NATIVE _—_ BACKFILL/ < /�\ ix cn o 1-1 LU \\ \\\ \\ 111-1 11— : – M \ \\ \ f I I ! 1-,_(-) > ,. _ „ \ \ III-I - v G3RANULAR ) \\ \\\ \\ I-IIII w BACKFILL \ \ \ II-- - Lu a o 0 : \\ \\ ; 11_�1I !;L J z ce CO azi Q _ / // / /i/ // / // Q Lu- } o �co r / // / i/ // / , cc Lu w N / / // / // / } W N // / // / 0 U ' // 0 / / Lu LI' / / SHEET NO. '0- / / / / / / Z • / / i ./ / i1 ■ LU (%7 C7 ■ 1W c, U PIPE BEDDING AND BACKFILL DETAIL ,JOB NO. U N.T.S. CGC-03 a ... LL LED 07_ ALTE RA -agar eo, .,. W OVER 07 AT LEAST . 4tl -GRATE : Syn- IZlr#!• ax)13T /'`---.7 \ d $" � � t 13a7 i ----N\ \ 1 , U L:I •LI '-,,, • • ,.„..vm....„4„:40..... ,.:....." ... ..:.........., , t ^ • lto •_ [ l ,r �tnww { L% A C3 W F . ..' rte' • MAXIMUM 27 a t r 1 c0: .. . ® W T STEP WA TIC T MAW AND COMB. To Tr1 CASINO Mt 110-SA/ST « f r , A N•-•...„..,,..._ P --,/ . /ia9 fir Tl R-16H– PPE P«UC W • 1: ''�'. ..w.rrr.r.. ! ,. b :.:. :. i3.39 'M1F'i"�+, GRADE fiviVS PL AN "' 3 "F f �aAIN I d. �� " r t •----,..., 3 1. li - °x $ # i 4 gill#t i ill'DM r4} E3 r[ NON- ? War ..: INNNE l �{- �,,,... c,,,.,� a.. • , It.;4if 4. w:eta M& A4 'fir 'ore k kril"2-k Av ,k- * ' :I: xP.� c. fit'+ f t a } a'=1�Y f k�� p ^k OAT: t «:: t J ..��! 3 s r= `t �.+a'4� >:8. % :y . .a i .,b. t.s�CZ of ..F'5-. t 2« O (. i.. 4'" 4 ;, 3 a« 3674e � 3 .f�i �4 ..°. mAx x= l�l1 �t�l: . SECTION FiNI.t1 � r1,... `mr.R.. I T a a e �s a. A I1.111 f TO .ttt,. C IllAR tl we- j ' 1' a�E�4F .iYf�'Pi' CENTRI: * r 1N�J' _7_, ,• F ,.. CLEANOUT fix.,•+` '�'�., ", Atr t T, x € >3. Aa:I I) 1Ti1 T fk1::'3! f1 AF 1 t"% aF d T * �3 qs� ry �,y�y*/^+t� y,� I— '+."`,, 3 *1'-t7; T p e6' .IG #;:f--WAY,: t„a L's ;.€i' �` x�� F t't4'/f...4., e'x@ -Whit* ..... v_ i_: %"P,: '. ftC d. et 1;N T art I3 <Arl a a-'�t1r.t Q: w I s. €„ S ~s3irl}. G Ytd:tEf~Tlrll �° „ w W 7q "•vx% £; _' 3,+?iI.Ir.aut d -° ,4 l l .fi € I t51 lr'- 9.a r ...ii. « +.. w : I4,#,aitt�tat ' Alk ars 1 t rt#5.€, �, ..� ..�, s . ' A " PPE s r :=P (S-4 " r ...§ wet tAmtFtlFaf qua' �..61ABII# STDs SEE `' ;. t trfatt?r A 4$04r :ttrrrk`t;I A.404 ;#IAt0} t I' 'TAII STC t CAM1NC ° . t. ,E b .5:: •. ...:....:,..,......., SECTION MAX- «r poi; :ri MAX, ' "s, #�4tt' a� 4. fh 04.14, ' I€t:ACfi t 14DIST RBED) as Igt CIrt1 14� i &, T *P PPC BPLOAC,�rTS Aa MEASURED ;e...0s Va tl ;E 14-4) "e • P . `1tt ! ww-w '�,• 1^ � IFs�,`.'+�t« PACE €i�'4F4tsx,.i<.. FOP PPE a ` rEtwT E1 t �r I €II.cW AaMID #• �/ . • l c;• € »4 ar cr r I.., LL ,. C. a� ° <: ` ' k , TIT I `TAI. ,our', mole:to :strston ` r or ear E r +W • ikr '�.� �q}� 1{��Y rt���g ���yy g�- +y��„�,4 {j�y63 i �,yy. 'STORM y :, �.• 1, 'i �'€>Y.' y'qE. . i43 'A MPr fi�}.4.�r:y,�5,444,vi�i10- tottitcToll AND 44' VCR' .e1^...' ly- ## *1¢�y'iy fF^': : 'f. �y�wg FIE ®�Y. �t y gyp 1 if , • i• . ;1e�1tcEC'Tt€t,t ": "'�'®mss' 1rtPiitilL1 R,P t. r'Yµ ebw'(,S'pP I'?Ir+4Ir ®W8-i;e: S• y„ l „y f y i m a. - 2, .I. iftcam'iE.�€ t.i..�ArelO,SIaa 4 ,I „iM> .. '.YtE $IfI � td & I#�I 7f� :_ R STREET AREAS, :i • • ,fir , tE, t y.y I A--4.•3,, d . 1.2—T. y {t. @ �^ F�i a 3 - . . „.• • ,:, ././ •: . . -- 1F•: 'J '°. -� F -6,3 a3eF�,dY 3J� 'e : I I t®�lwa`#` k M E.°'.A ,''i /of/ STI 8_ ��' • °�1rla rf . .,. .. . _ ... •• ,. ,._ - ----- (0,,, ,,,,,,,.., } + 3f la 4.AM, �k L,H` N!' a 'a • ^y [, F'Kfl O` `S- - T� �tA14��,t'.,tr 1, gym.. E CASA SECTI �IS S-At. = F TO 1.-IFEtt:J 3 Cr &5• :I -170, PIPE ti riST.�'k`LL STP TLI C'Nf IwlllOV ' Cf` , - C8 - A BASE 1,1As"PIAI.. �' p .00. a.F<'e : • .:// -� n ' 3 P ASST I' I F' CEtT' S-f,ALL. I . CO& V ° t� gto AC-15 OP*X e 3 L g Mill. .31C C "4 r�r i� MEETING a. .T , 1 1,,, " a MEM ,+ FOP.:: I I T a E �'-I�„tam _ i I!/�/ 1 f�1 � /::/// �-1 O 4. Al...... PCL Pe Ti PLA.CS COW:P : . SMALL AkN A 26 DA S PCNOTH , .. 7 1 Al 1 :, Tlt I Im€ CHANNEL TU osier•a .t...t'1.4. ..:.'.'..'.---*.-,•''� ,: ,-;4,:„,,.,,,,..a . . " Itisill 'n 5LL.'LtP I ` TO, , 3,4 ,rl,. Howl'T` Pot ''``;FF 't. . -'Y ` «, l % . ',4 1 h �--� cA o I A '!�.' [" iia, ,'' a sx f'`$ra a °€ • I. I<,6`,ly ..T 2.. .?�R`l- I`91., $."'I°,r H DETAIL ifJ O +. 1 ' €O 't R. <::V,,:"".:11CI, #+ p ss s'-3-�p8� Ys ," .,, , ^y,,: r •r,M1 «a°2.,. 'rs:• .. <::V,,,.a 8aCI, o. 45 6"eJ.tit Itl t.ttiCi4`.F.,:33. 'si3 :" r� z 6 QI • 5. `-C St `PJC"` :,'.,® C�k F y gwgg T C;y y 2. # ,may G i {5Th Ci- 1?" ii �d!idtu# ' +4,,..„0. w£1+ A I ....,...»: °l a,t s' , NIM IIU1t e`:X: - T �^-�1 =�l1 < V) E - Fw� r`e„ a,t€:FB�w'1 E� '�.iFG 6P.k. „'Y�'�' S,$"a. b,•„�a�,.3'I �w� �m��3(V/�Si�3' DITCH ( ; e., i`I.� ` P` , O' A. : TABLE ALTERNATE.. A CP totAT IA:i. SI'A.I,.L -41 T t..” S" I1AFLJ I 1 2 r€AP4C PiPc. i': BE �=. t l S . I:+,INLIN ` �.. T AIwr II•.€}"`,:l.U,I°t " :'IP CL/ w .- V- cg ST:AND:AR ASrl•EtAit N CLTAIL I �..... . . .... I A,:t4_04 C I:M1 ' 'MAt •I.A.I 4A, A 1A1�1::1aII"I, �I--1 N Lail . ,. 4., .. ° rr.,. L1 • Itle CLEANOUT FRAME ,� Y I Jam^' �/ 1 STANDARD ' 1 Fi....i..... r ` w TF .''� c� 0 •� �] ` H - • c S L. AND COVER C anW� r 1 W 4 i �.. s r 9,r..+ 32m: sLC�tt t a3c k`.' F. •�� %� Servicest ClF'11 r 12-06 t G�fC r?: t* :t t1G1tY. i....2..,..! , 0 m L_ # I DRAW NG $_ ,SIS' -a •--� GRAVING z. P=e'I ET - Dar mr 't rrft I;cl r, ®� .-, ^'gg'o- Ota commitment - DR /� { y 2 CIO _ }. �..a&f e e 'L7F't.tl�ataY ':- :fid . t�Lk .,��s:.r�'4.L.�r •�--. .# Z a d CI W .. Z 0 p 9 Ct ca. a QiO\' i Nyky r wCONSTRUCTIONl= �`tN( l�: l .W"fit - 93 6- a it Lit-- • - 14 A'TCR R VAC Ti- a w.A4ai.:E Face Of Curb 4Cr y� Sa ri. <c a I- i_ eater Quail ale haall beovc -excavated and filled to final grad with 1 i c len d SCre t'r Width o w-, of �' co topsoil.. Topsoil amendments. shall lx garden compost, not conventional lerttla .r �' o_ _ z A �: H W 1...„,,,,,_ I r I ar 'w anlem 'rT.ars.. . . NCP•" 2 t.5 ., y 0 `r' _ '' I w ' }. n a i • kA. II a 9f S "" ,. �u �V� - O , V W See a 1,r;.ct, It - ± 2. a bstn rat labl ' Lrosiutt tttatrttl .T lrtl.tirt ~hal I IV pEaeoa Imo the r tl uil tl � u 1ivat Vi ,,� 6 !vat Mal E'x zkoe �, a % w. k s.e:€ tea; si s' ale ..tao fabric hal be held m place r accordance with.the: e.t,a�t aac urC 11) Ian ,,F ',. - ria PYTA. e�" 1 ` �' €.a.. ; .0 1. r4�7� g,',,,ae l�.y;••= 'M16P e'��,:. . .. „...,,,,,,... W ,. "". 3aA installation. « + 3 Mali i:� '1.5'3j'6n�1A'�/:4..«tw .. A n . tall ation.r•equir mcltts. Anchor spacing hall be based on3 fps flow over the fabric .. r€: T=Ittnent rtr . ltil. -density Lite matting "G'eniirt . PN5 Or mita a rqtrovccl equal) 4t�, 03 03 C.0 ltr All other area...i.-14.�i��t rt3l alas rrlu�litl (k;tscal.rit'Itt� or WWI to r ,ttt rl a YJ � .l A ll , • ; *. % ::, w e Mcl:T�+1 f 4 +1,' river nate:rock shall he placer over the €tattil evenly throughout the LA'J' CA Pt; r. C^,T,C: 3 ; \` l� Fay:. r* a lawit and width r 4`tl t i .t (SI.L. t r t .,- " `' \ z iA ° x arc + • ., lC k1 , ° i `-° r . 6n[r€'rz_�rtalll I 1 in accordance with [ltE,lr€ tl g�llt " hletlw On immismimiimmin00100011 p a 4! w Lu "I r1: ltravtl fllilt'tti. • . e,- I',, `—R . lac conic ,, 0 ri.. - tae. tai '... - +r. . . ,�. : . .... '-„ _ .... ..,i x'' 33 W 2 Q ka, etel quality* le1ItaT1r*tT arca plantingscan be de eiFtatata ttnt .lt r� c Y1nl� , , . 0 0 U 0 t� x , - I _ ° . .�, ‘ ' WC active green n 11`tt[ las occurred to an average growth of Yt and plant density:i an I1--*----ir �" "„_ ,, , U ' average nlpl l o -. 6 plants(rninin'T1t:t1 1-inch plug:s plug:. or Nuiv l .tt)per sIll:aa re tt: t, n y €3. `Tito facility` shal,l he dketat l ac pl hle to [Kg iii tile”. rlcaillter" 1rtt.` lxyrIt .1 a itat plant rnw:vtlh ,•.: , At e I El) ' °"a"- kap R,1: 1" I. PLAN. ,1 `' * ,. ".—ww-. a'+....vatYl+ :F ::,::",v...,..ua. ..: d :t nta lT theengineer'sd i to a shown on the approved plans andallother ,7` POS �,p x `, ' ....... ::'; '"e MND :%� :: t. 4''+Y y•t n M.. have 1 The F y '',r.^}_Y ' ' 3'/ t� w in 9 I • -8 t2.114 r quirent is h,� been net engineer must ccrt lac l;tlt°tlit to tun tonal,in 4 •," 4 s, `" Imo. I :aI, With approved design begintwo-year COI-100.44 ,. CI) ta, # per,a • l 07 CURB MAX ., y $�} p g�bW stA q �." ilkd a•{' ^M 34 1.0 q i+` }. ?.F5'o i`aF iN <+�' asri + :,fL '3:,3..,S.r7.a'E;WO.. �'. �" f' f'r FF YP , C3 fo,:t a""' ,i.:'... "r , e-'3 !sae - - ' .,. 't' _' t. •? ,3. a ... r +... �hh aa�� # !�F�.a !e' �3,,, sem# HMO 1w :br 00440. f. " ."�~A"` ' ` Y '3d o• to 11a ; MAINTENANCE.» Ai ,4* mow«°, - �. ,„ ciFw ,a ,A�°°.T' w: �.`°`:a�. $ � � { �:nawaUNr�e.a°" ; mow-'*pyiOO''4' �'�s�' '. w a4 z n b. a, 6 � Ser, � � , � F x h � • � • minimum G two Y�y f ,R �'i,- -:- +P � �s+ee"..xaa� :. I P� '�:�:'.� f., : � �:: � O *Tttattr**e t x responsible. i d • ]w '' .,, , a g '� `� ". ,„,e a for tli Inca Of Llai facility ff?r 1T t .tl Ttt T3 L# l s c'tlre s . Fe a. >.. zri I26 a 1 # - o 14 P� .+e-'_:: .:H- v,:,,. m '- 3,�8 g A ..... .y .:, y : I , $ , '+x •e """w. (D '' as ,f taJ� 36e rw t# w . e & +' t . r. e .w x w t ., A. TO �:a'. 1'«" a_ cD „ _ . ,� .t :". wrc ki e on tt'1ict.linirlcl :t.t,li icc ill this fatei1iiw por Chapter.2. ; _ ;: : i',,, , O 1 ME GA€ c „t :-.S . 1 A, t0 2. tII ..atiOy1 IS to too;sided per separate irrigation plan as a prns~ 1» 4 ,, c' ;":. •, s . : •i Ait }t Er 11 vs. ' d a t t . . # ;t <rt" ±I arm r,t w al l' I t lrri �a T ars t« t)C I et 'n . , ' €% E tTT t1T t art'during w € ' k : . �. _ >. ® — CD ss r e Irrigation o eek o u i g a tempora • tag_ n . t 3 ' m ' "" -..,,•;,.:,: ,.,.. . ' 7 , °„.�t w 1 E ci P rge 'nit Curb. . ... , 5 �` kt t r 1 s I;«ac Tr; -It P _cln< T 2 `l " P4. cn , / - W I ; µ 1 the t..' t1 .fit:�ni should tv wi Szen to e longevity Itn s , aA.: ,. :, I€,a l:; ,, � ak rr #1. t !I w e� , .. twinterized (lllrttl , the + t �l�ll„ I�l o ca f^��'N.., ,,, " F � -r�r A .l�sv € t Imp nae : rw r,-r rr l , .:.': ', r� m'. :Z4 • 1ant:1'-ii I ..tfa11 ti t from fts'.I iii d ttari1 er;1`rt1;IT s. 'Wm er source shall he t:t?,,stown on theC/) N agIL c xi7t • ltr# `eta Itlr . SECTION , �� °"'�.,e.. ,a.: ,s. A . t!1 ,,. .. Representative e , t 4..,'t _> :.,.. • - : twice r °9 a t t'. I'i i1 �,I»i .1`' 'w ppb P� �'" g 4 g�, .. r..t-I 1°°.,. .0- i•,. 4 �°wg°s .; '. ,+'." .g i33 ,: �,.�d w�. .L. $ '""V, Owners 1 I e P�Z i:£ Is 4{.�visit Gt.C�d evaluate .3:8.v ':ll a it t tt i t w o .,-....qt.',:-.):0,...A.1.1::,67:' - , m1 A.: i ,.:."1: a` t', c— T =T s Sl. tl t Las t ilk Depth h F Ire . w p0.' .: �* s� rt hall reg mac# ail « 'Tlt.a lltna landscaping shall evaluated and replanted as necessary :)1�t i i i ', a x s .. ... . I, •.. w. tll D. Vw:t & TO Bt L.tUSs61,e 1 As do Possible To Property LI:An. Cl, 3 9a9 t d ,a ra, ID tre,:a initiir ni of is t l:lrvi till mite tit therequired qui ed'6,t. � Tttld,""d mut . 1a,.8"i .. - nal �'y _ c �. 1 t ,. x R TO i a « d) <3r_ A ` Ca�riaa .�1 ar 1C� C4r ST4T C k 3a. fir. to f'fa a S.' native, ,.t vast plant S 1st les shall he r1:'11i3` t Nit e :...k 11lt-.Ih.rt C ,I K ,, ! t s • s,. " :t ` s5 a s LR ti I .-I Pa' ,a. . 2 } Y' t , w U tE € _ t' � . [ka� th.tF H SHALL mplt, 1t .J t 1't w" i DAYS. Ur .. = - r- Baa-"c,�° +' �a t ,aka I t1 A t i I 1 edl? Curb. ' _� @ the Std, •' ike S To t-Ar +sate,5>3 eC St'r:iure,Or 4" Ir Dzptl3 -"" s - ,. , r 1.-. :. s. :.;a:.-i s: 4 .. s +'r%.,o- ,LLQ '�, { ,- a- Q + _ x. a...WA-II t ,la - if t . � .. .e, .J',A.,I.I '.H E IHOWL _E Ito A MI tiALl (.3 13 4,�1t .,.,..--1.1k.6. U , •La-. a.41, facility shall � re-excavated at:d planted at.tlt�lt anti s than lathes to hCL O i OLVI1T* kt"tl ti i till ti til- ea.r 777 HttIt:OTiariet' ericxl. 3. v'LEL il^ Sm ,e With ..vu I (JD . F. .< ; 4. AXP ` I: I : CON 114,.'A',,;I 1 T;I I: SHALa e I/2" Pi-,::.:.1'.40.-CIUA5PiKAL t 1.l t K m GNI ILL' . _ Cn -�^ 3. - ,.g_A�`tc->rt IM'siing C urb Shat Care Lilt-Ai Gr CJr'.A pack ti ar 3 s 3 ,:l s 9 t ttlll ::-T, a T ':" I idc Olt l)r n kid Rep. 'awed t 'Full CCpth € 1 Detail-Ail, ir- . LL1 } 3I��.-�".°, $F[ $;ef��y LE {/�� $p.��y }y/...:,. ON ,i,(}/` MAINTENANCE y_,Fces tiro ,... . . ac� a&T2FPC s [Sa c�n3n1�px C,WASHINGTON COUNTY VERTICAL CURB f A T EY 4 a..f a S T F c 6© t i 9 E ' ►INTY i ... 91T V/3 1 'i.,Jw. L I I l 1 1W'1w. I� T ' 'e'. i .• :.4�, t`9,.}C'1. i 63F Eeai 4,.J tF�L .w iU � tQ: A< <,t � t ;,€; T II EttJE>�1 `' lltl: l�lTrs '1�r'-:- a a^,^ # sc€i emm€�€eat is e1a�:. d.tr.tv 'ca'i i. a ns-, at3 .c a. r `E . st rt:Ep P.E, e � 7CFI SHEET N0. , e t% , t� wIT3 -4Y;F OTI rp � � tl;:.r�t€rr : ; crt. { AiSE I -f`'p a.tirw&J13ik11GlY 3 L„� �I.v c�� a Enhc .. lC, • O >xr lilC fvt4tva3 c r c ti 3° �= !31"maxS.W.MIL ivr av is =`I STAMP: :I:4 P `JL EFFECTIVE DATE: A� FfF lrP GL (.9 .' 1311.S. YHfc 3 ;A1it,: .'._:13 � � TRPS gip- ZY ��w 3/1 2011 2 H o Z 0[ ..g' t :3):c,�,-- - �a,a.::.A7 C7 ii.. ..,. m ■ 2 Lu U U c-.) JOB NO. CGC-03 EL r 1 h .. , , • • h rY 1 ,�•\ ♦ ': 1,•` +° 'iN: .' t-Y+. lL 1 't i S /•r • • '•ti` • •, • , 0 .• 0 ' t . • . .: , 'N. .. , „ .... / ... .. :•. 0 ..• •.. . :. . .. 0 • i 0. •.• 1. • • • `', MVV/ • } }' t•,' / 1 �..�..I .Y•• }..r •: ` • .' • , ,• 1• ' : I ± + ` ••rF • 1•• j• ` M ••., . ••• ..0: .V•. 0 /'. • 4, .... 'ti ': •1 x , ... .. . • . ,. ,♦ .1... •.• ., 1•_ ri^, `a. .. , . ., .. , •. Y"' r ; .. _ ,. ' • •1��^'a�^• • f r /. . .. . . CC• %. . •: :• . • . . 1 ....., ?.:f .:-.••• .. 0 1 ..... . (D / • • • • • • , wr, r •' h , .. i ♦ ,, ,. , r. , ., ..•, 1 w:•' ` a Y � n •• r : ti• ::''{ • .. • Ci SEE SHEET L1.1 FOR ti ,• , 4 i:•� a ' - - - - g - • A - a t &`.• °" .. .° A g .q a TA —� �� a ,g • a -'� p �°•- ,9 p a 2 y w / I..L_ SWALE PLANTING . ' �� a `R ~ �, .a• (_) Q • ,- • }�`£:' ,' .S.".1, ,-r �: ..,., ::ri, 3 ti`x`*\�. 8'0 F r r ;:,/ + y,„a k. '9 ti•' Y • QLJ`` '��'' dee NM.,. "a J- • i .,I n:". 6;. �... 1• �• &iS mu,. y rf (`, ] /:.Ys ; •% ., . , 0. %,' w - ;'^ X �.ri •. 1•: • '. •' ... 1,_c=� a • }*'• •'4,ffP . O Q • • 0 :1.4/. .... If:, • / WM .• ...,, /./.. : 17'.:11) . • • „ / irk- / • . .,•• .. Vz. ,. .• .: :': ' 7... :'•:::... . / AAJOI / • .. 0 • /,,,?". .i' . 0 t .. .. • . + ..,. ,. • ,• �'_ .n, S "k.."3"r. .,• `r`.' & :u;tF` :a •i° °� fw :, ' Q� /,°Gr. ,�°...�s.., `'' VEeS▪ 'aE 1 ~•• ,�• 1 / / • • . 0 ••• • t • :: . ... -, • 0 i ,� ,,, a L „ •~ .. •O55s ..° ~• •" • V �i'�.`Y;�cv• `, ••Y ,• ♦ ..4. ' �tAP� yill> :111 / 5 1 elt —.x. • t• .1 0 . ••• i. : . : 'a .• • ..• • J" ,• ..; . • 2 w'mz. '.. C-?. 61' • -• • ,.... • - ;...1?")) 16.5 0_,..•..5 1.,,i,J z.. v.),:::),„_: • • r A • G y & • a e .. •. • • •• rp1 'L '• ,, f. •` :v '4' ,. ' • -f,. •.•R y •.��';u;. .". +� •.! it • ••'• �i j ms.. .»t I Q +�. • I. . a . • A .... . . /7) Ei / pi ,.. ..1 z..., 4: 0. • • 9A• it. a a a a a a a a . , `J - •�` a <a y� & ,$ Y� a ra �� !a a a a `� a -sl•' 0 20 40 80 (ll I) _I a 8 • � .��„ -- ''' •'--...�. ...•t.... ... ,ea�nmavn „�t�1 L,F�oo. 'k.,a,.t•�s, ........... .�..�..\w »,.",,,,.».v ti ae max »;�„�. ,..wo,�....iw,ti�a e�«,�.w.0. M.l� 4a�•mom,a�.ta�e� �a ,. •, ,L. � ., .. .• - .+ r.• O k w — .. 1 • r FWATC ! 1 SCALE1” = 40' C� O . , 1w LI NOTE: . ! fns U — TWICE WRAP WIRE STRAND AROUND ' cA_ ,l, Air NOTCHED STAKE AND TWIST ENDS TO PLANT S' HEO LE ^ i ( N SECURE (ALLOWING TRUNK TO MOVE l .._......::::: : •0 o •r.; 3" IN ALL DIRECTIONS). POUND TIE TREES 1 ...:.= ENDS INTO STAKE TO CONCEAL SHARP 11.0 0 , :2,,,,.,.: i ::rw . WIRE EDGES. o SPECIFIED PLANT 1 Fraxinus pennsyvatica 'Marshall' — Marshall Ash ON CENTER SPACING 4" CAL. B&B, WELL BRANCHED, LIMBED TO 6' , �._ - AS INDICA TED IN PLANTING LEGEND7-2" DEPTH COMPOST, \ KEEP CLEAR FROMeS SPECIFIED TREE BASE OF PLANT 1"W • x x.125"TH, HIGH DENSITY 8 Prunus x cerasifera 'Cripoizam' - Crimson Pointe Plum • 74TH POLYETHYLENE WITH UV ,�, !r• T/ ,� ,r, • , lE E P• CREEL r 'S r rti r ' 2" CAL. B&B WELL BRANCHED LIMBED TO 6INHIBITOR-POLY CHAIN LOCK �:���I /%. •1►� . �•`��I��+1►� 111 - -�I,ITREE TIE, QR APPROVED EQUAL `',1'��,, `i'/�_�� ..,, l" `i' �� ` \I •, k� OREGON ENV INADIE_ ==ii: ".--11_ pip Ilr � = FINISH GRADE 05113!11 _� ,11 .._.. III �:-3 - JL_: . - ._.•i 2-No. 2" DIA WOOD TREE STAKES �_ .R ` 7 Pyrus calleryana 'Capital' - Capital Pear /�\ :: \ / : /� // „..::.• // /\v.. . ... ,:\/7„.\, / f, 1 /\//\//\ / 0 2" CAL. B&B, WELL BRANCHED, LIMBED TO 6' (7, cy, ,-, ,,, .to /\\,/c,/, \\ /\/\ \\/ .. v,\,../ \/> \ i\ \ \/ // /// ° ° \ \\ \\ `\ \\ \\ \\ \\ \\ \\ \\-, \ \ \ 5 PyruscalleryanaVaczam' - Jack Pear -, z -, N SPECIFIED TREE, SET //\�//\//\ /// /%/�,.`/\\\/\\i/ //�\/ �\//�\/�\/ \/ \/ 0 VERTICAL 1 �� )� 1� � -\ � 1� I 2" CAL B&8, WELL BRANCHED, LIMBED TO 6' _ ,� —I I I V I I I i I I i i i Q -g _ 2-No. 12 GA WIRE _—III—I I —I I 1—III— I ill I I I 11— I —III- — I — -� " PREVAILING WIND III III I I 1-1 1-1� 0 0 STRANDS WITH 1/2 0.D. =III—III=III=1 I =NAnvE SOIL- - z i =1 I �- SEED MIXES 4 _ REINFORCED RUBBER —111-1 —III—III PBOT W( TOPSOIL L1.0 c_.) di Qr HOSE TO,PROTECT TRUNK -I11=,111-111=111-111-111=111=_I I 1 1-=III LU u 2-No. 2 0 WOOD TREE I=1 1 = 1 I—III— SCARIFIED SUBGRADE 7 LBS OF PLA/ U z STAKES, NOTCHED AND �..• SEED MIX 1 (LAWN AREAS) PLS 100SF Festuca rubra 'Gibraltar' 10 0.364 1 SEE DEDTAIL SPECIFIED, rp CC COVER PLANTING Festuca rubra 'Silhouette' 10 0.364 ly 0 TREE L L STAKING I I I I ° GROUNDI I I I I Lolium perenee 'Delaware Dwarf' 40 5.563 Section Section ' w � 40OTAL 8,9876 NOT TO SCALE NOT TO SCALE Lolium perenee Amazing 2,fi9 w0 SET CROWN OF ROOTBALL 14_ 1" ABOVE FINISH GRADE up Ca ct 4" HIGH EARTH SAUCER 0LL, N° " 'MOTS' SEE L1. 1 FOR GENERAL PLANTING NOTES = o a AT EDGE OF ROOTBALL PROVIDE 36 DIAMETER MULCH OR ON CENTER SPACING SHALL BE AS z CD 2" DEPTH COMPOST COMPOST RING, AS SPECIFIED. INDICATED IN PLANTING LEGEND. 0 o MULCH, KEEP CLEAR SPECIFIED PLANT v o z FROM TRUNK OF TREE w _ SET CROWN OF ROOTBALL ON CENTER KEY NOTES p -- 0 .gid1111-e- ,r-ATIF I , t7 I ii ill�ee"moi ��=u% ..- i _ �•iijj j' .�h�n`-ii iiii�!Ei.' FINISH GRADE 9 1kr., AT FINISH GRADE SPACING ' - / /, Y " \//\ i,— •:. ce, �� 2" SAUCER AT �1 OWNER TO ROLL AND AERATE LAWN AREAS FOLLOWING IRRIGATION >- _ I I I /\\/ ' ,•:'•:•r'.ti`.'V.: ••••:•7: \\ \ TOPSOIL '��� EDGE HIGH EARTHROOTLL SYSTEM INSTALLA TION BY CONTRACTOR. RE SEED AREAS (13 _,~�I �� // \//\ 11--=------ TILL NATIVE SOIL TO 12" a�� � r� r r DISTURBED BY TRENCHING AFTER ROLLING/AERATING Is - =11.1 T1 m + \/\\� - "' � .: - /\/ __II II= DEPTH I~ l 2" DEPTH BARK MULCH Z3 + } i + f ) + 1 ' + I } ± COMPLETE. COORDINATE WITH RE-SEEDIGN WITH OWNER. -8 �.- \/\� 9 I \/\ I III= FERTILIZER TABS AS - - - -- -1 I �I I /\/� '\//\/ III I I _„L�.,�iii ,,,.�i••_u o _ SPECIFIED iii -: i, ii �; iiu!`--;,,i FINISH GRADE i�iii :. :iiial. 11 .._.::,: Z �� ��, - 1 _ I= ~ cc) V� 1 t w CD -i r— \\/ / ._ I� I —1 > \�`/ I I --REMOVE ALL ROPE, TWINE I-V / i 111 .'"':' .� 1\/\\11� w `' _ I I _ /_f 1=1 I 1=1 I 1=1 I I=1 11=` '��/\,� I I 1=I I AND/OR WIRE FROM TOP , \ \/1 I = =-,:; :''''': — ! \/ LOOSEN SUBSOIL TO DEPTH ,��y �- o Q �- _ -� SPECIFIED PLANT o o I= I I I 1 I 1 =III= I=III=III= 1=1I I—III 1= HALF of ROOT BALL ; /\/,i i III .=t I=I I I 1\/ OF 12 r ENTIRE SHRUB BED z �, - - _.. _ z Et cr) =III— I=III= III III—III—III—III—I I 111 111 111-11—SET I—SET ROOT BALL FIRMLY \ a \\/\\/�� PBOT WQ TOPSOIL \ ~' - -4(-- -r -` EDGE OF PAVING, } —111 III—III-1 1 i—I I —I i I—III-111— I I—III—III 11- ON UNDISTURBED OR , / / /' / / w \//\/ c\I + 1 + CURB OR BUILDING ct -/1-11.1- I 1-111= I I-11 H 11=111-111`11 =I I ISI 11 111 ll WATER SETTLED NA71VE \\ \\ \ \\ \ \`\ \\,, \.\\%\ i '�,� � 1- w 1—III 11 I-III-1 11 I- III I 1 I-1 11= 1 I-11 -1 I . = SOIL /,�// // �/ // �/� 0 111=111-111-111_ _111_111-I 11=I I I`I 1 =II I-II I III 1111 , \, ,,\ , s O. 1-111 111�=I,� I — =I i_ III ,\\ SET Roar BALL FIRMLY ON I , 11 ; : 1 i , , 3 . u - I I I I I I i i I i i I I '�! I '- UNDISTURBED OR WATER I E € I I I I ��� ��— I2 X ROOTBALL DIAMETER' I=1 2 X CONTAINER DIAMETER 1 I 1 1 1 E I I I 1 SHEET NO. SETTLED NATIVE VE SOIL 1 1 f I I o 11-111-111-111-111-111—iii—iii—ilii._I II 1 1 , 1 1 i 1 E 11 H - Ft III z III. „ ��1 III=I i ` L.1] L1 . O L.L., DECIDUOUS TREE PLANTING SWALE SHRUB PLANTING TRIANGULAR SPACING `�--' � Section I I I I Section I I I I ,Jr' Section I I I I v JOB NO. NOT TO SCALE NOT TO SCALE NOT TO SCALECGC-03 / ✓ PLANTINGS /////_....*/ / / ALL WORK SHALL BE IN CONFORMANCE WITH APPENDIX 0 OF CLEAN WATER SERVICES STANDARDS AND SPECIFICATIONS AND ANY APPLICABLE PERMITS ISSUED BY CLEAN / SERVICES, CITY OF SHERWOOD, OREGON DIVISION OF STATE LANDS, OR ARMY CORP OF ENGINEERS. PLANT NAMES INDICATED COMPLY WITH "STANDARDIZED PLANT / ` NAMES" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMMITTEE OF HORTICULTURE NOMENCLATURE. NAMES OF VARIETIES NOT LISTED CONFORM GENERALLY e/ / / WITH NAMES ACCEPTED BY THE NURSERY TRADE. PROVIDE STOCK TRUE TO NAME AND LEGIBLY TAGGED. / OWPLANTING AND MAINTENANCE PLAN: ILl �� 9. OWNER IS RESPONSIBLE FOR MAINTENANCE OF VEGETATED CORRIDOR ENHANCEMENT / / 041.0:40.44FOR A MINIMUM OF TWO 2 YEARS AFTER FACILITY HAS BEEN INSPECTED AND DEEMED //ma�y 1. CONTRACTOR SHALL COMPLETE CLEARING AND GRUBBING OF EXISTING INVASIVE { '� .34, #/ //,/ 7 ONE � N SPECIES PRIOR TO PLANT INSTALLA TION. COMPLETE. /// 0/44. a M 0 10. APPLY SPECIFIED GRASS SEED AS PER INDUSTRY STANDARDS TO ENHANCEMENT s�, // / f + � ► 2. CONTRACTOR SHALL USE EROSION CONTROL FABRIC MATTING AS TEMPORARY PLANTING AREA. / f -/ 4, � �������4,, . . EROSION CONTROL AT THESE FACILITIES UNTIL THE SITE IS READY FOR FINAL PLANTING 0 / / 71) // / .,���4,.."4•34040 i4r ���� � � 11. PLANTING IS TO OCCUR DURING THE COOL SEASON MONTHS (NOVEMBER TO MARCH) I- Ct / ♦` 1 � 4 �♦IV_ 4 3. CON TRA C TOR SHALL ADD COMPOST OR OTHER SOIL AMENDMENT TO THE TOP 12" OF ,�..i.��+�.�.�j..���.� TO TAKE ADVANTAGE OF SEASONAL RAINS AND THE GREATER AVAILABILITY OF PLANT z w 0 / /. ;.� '.�``+ij . ++�+�, * DE-COMPACTED NATIVE TOPSOIL, IN THE VEGETATED CORRIDOR AND WETLAND Ml77GATION MATERIAL. OTHER PLANTING TIME, IF AUTHORIZED, MAY REQUIRE PLANT SUBSTITUTIONS C= 1110)/ / �,, ..►�♦ i+* �►�����$ IJ AREAS, PRIOR TO PLANTING. ADDITIVES AND NATIVE SOIL SHALL BE WEED FREE. NO // �,+r��I���►�I��'��j �� AND SUPPLEMENTAL IRRIGATION. J 0 / // / / //., ,+��►♦�►.���.�*�+������: ��� COMPOST OR OR AMENDMENTS SHALL BE UTILIZED IN AREAS OF EXISTING VEGETA TION TO - �/ Q/� # ' ♦+, . .� REMAIN, WHERE INCORPORATION WOULD DAMAGE EXISTING ROOTS. �/j �� `��I��� � • 12. PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON. IDENTIFICATION TAGS TO Q /l ���� ♦ I���,� �I-► 4. PROVIDE QUANTITY OF PLANT MATERIAL AS NOTED ON PLANT SCHEDULE. REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING PURPOSES. J r 1'1 0 ,(//f14",400/,* �� ��������i������tst;, i� 13. ALL TREES AND SHRUBS IN THE VEGETATED CORRIDOR AND WETLAND MITIGATION 1 f ,,�/ � � �/�.��J,�� 5. MEASUREMENTS, CALIPER, BRANCHING, GRADING QUALITY, BALLING AND BURLAPPING / / //--r , i�,������•;i•���`,�►*�/� , AREAS SHALL RECEIVE 3" OF WOOD MULCH AND WOOD STAKES WITH PAINT BLAZES FOR / �� �,0.��+•f`��• ` SHALL FOLLOW THE AMERICAN STANDARD OF NURSERY STOCK BY THE AMERICAN / /�� .♦♦�i♦�+t.�,�.�.�+�4� MONITORING PURPOSES. CO or A SSOCIA TION OF NURSERYMEN, LATEST EDITION. //iJl���*Iij��,�Il+���*�I,�������,,�r l/ / / H F6. PLANT MATERIAL AND LOCATIONS SHALL BE INSPECTED BY THE LANDSCAPE HERBACEOUS PLTION-,��-'� `��i�� ���*�/fes" ,, �� AREAS SHALL NOT RECEIVE MULCH, BUT SHALL RECEIVE WOOD STAKES WITH PAINT �` ii������+,�► ARCHITECT OR QUALIFIED ECOLOGIST PRIOR TO INSTALLATION IN ACCORDANCE WITH CWS / ' • /// vr `������f�����`���*«,�. I, STANDARDS. BLAZES FOR MONITORING PURPOSES. /j /� �.♦�������Ijl����►`����;i� �� 7. MAINTENANCE IS TO INCLUDE REGULAR VISITS BY THE OWNER OR OWNER'S 15. NO TREE, SHRUB HERBACEOUS PLANT OR SEEDED AREAS WITHIN THE VEGETATED GO LLI �/ / 214k f + ���� ( ► CORRIDOR OR WETLAND MITIGATION AREAS, SHALL RECEIVE FERTILIZED. //// ���� ������ I W� REPRESENTATIVE A T LEAST MONTHLY TO THE PROJECT SITE FOR THE PURPOSE OF // : fir�� 'err. l ����4,419,4 ter-' WEEDING, SUPPLEMENTAL WATERING, AND OTHER ITEMS NECESSARY TO MAINTAIN PLANTED // ,��**��� •�Ij�����r� f�� � AREAS IN A HEALTHY CONDITION. WEEDING IS TO CONSIST ONLY OF CLEARED AND 16. CLEAN WATER SERVICE STANDARDS AND CORPS OF ENGINEERS AND DSL PERMIT f�•* jj�� +� e*i. ZONE 'A' (WET) REQUIREMENTS MANDATE THAT THE LANDSCAPE ARCHITECT AND/OR ECOLOGIST APPROVE / / �/ #� ��i+�'�i�,������♦� 1,801 SF MULCHED AREAS MAINTAINED AROUND EACH WOODY PLANT, AND REMOVAL OF EXOTIC A kajle:��� �� '� ' SPECIES SUCH AS BLACKBERRIES SCOT'S BROOM OR OTHERS AS DETERMINED FROM THEPLANING MATERIALS PRIOR TO INST LLATION. ���•i�•��`45, �d RESOR TED OR CREATED WETLAND AREAS. ///6497� ♦1, j,♦ , � IRRIGATION /// f�jI���..�����.... •�• iit�� / ZONE 'B' (WET TO MOIST) 8. CONTRACTOR SHALL INSTALL AN APPROVED IRRIGATION SYSTEM IN BOTH THE CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR THE WATER QUALITY 0.y �'�•�i1�/,��'�'� ;� `� 1,615 SF VEGETATED CORRIDOR AND WETLAND MITIGATION AREAS TO WATER THE PLANT MATERIAL '/�',►������ ����At /// AS NECESSARY TO MAINTAIN THE PLANTS IN A THRIVING CONDITION. FACILITY WILL BE SWALE AREA FOR TWO YEAR PLANT ESTABLISHMENT PERIOD DEPENDING ON PLANT VITALITY V/ ��•�,�`• ' CHECKED BY OWNER OR OWNER'S REPRESENTATIVE TWOTIMESAYEAR (JUNE15AND AS DETERMINED DURING MONITORING. PROVIDE WATERING AT A RATE OF 1-INCH PER WEEK -' : ' '' - j�j1�fi11��• 41 VE (2) � �����j►�i� ii►� �� ®/ �� SEPTEMBER 30) FOR DEBRIS, RESTRICTION AND SEDIMENT. PROVIDE DOCUMENTATION TO 0 �' ; c4 N �, + f.. 11, (/ T, BETWEEN JUNE 15 AND OCTOBER 15. UNUSUAL WEATHER CONDITIONS (1.E. DROUGHT OR �-+ - o / W '�♦*.�`��.���` � �- / THE OWNER AND CLEAN WATER SERVICES b.% •`���7/ LOWER THAN NORMAL PRECIPITATION) MAY WARRANT EXTENDED IRRIGATION FOR PERIODS � :,,; .}= � °" CIV �II ♦i, BEYOND THOSE SPECIFIED ABOVE. CONTRACTOR TO COORDINATE YVITII TUALATTN VALLEY (ll �- / // �'I'�� f������ � �, .�// WATER DISTRICT AND CITY OF SHERWOOD FOR CONNECTION TO THE EXISTING WATER A-I Q STORMWATER SWALE PLANT SCHEDULE �' ^� 7 /►� • II�'�� I�I����'� ff / SYSTEM, METERING AND BACKFLOW REQUIREMENTS. c:.. , �, // ?����,►���1�����i���� �• may _// AS BUILT DRAWINGS = : P 4, i// .�+�������f���*��� �s 5 Alnus rubra - Red Alder PRIOR TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY JEFF CREEL ® + 1,1 6. M /1f�. ,�♦���,;.�.r�*��♦�`��+.�-���� � // 2 GAL CONTAINER, WELL BRANCHED, 2' TALL MIN. HARPER HOUF PETERSON RIGHELLIS (503) 221-1131 48 HOURS PRIOR TO PLANT � � �' � ���♦ ��-fir♦1♦ �' /// 7/ 7/ '�l�`�����•ij1 j�;•ji%l it INSTALLA TION. . i�♦♦ 1•i♦ / / �, ,, � o �� -.vs. /2/ AT TIME OF INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL PROVIDE A LEGIBLE �y n / ���±���•� .#.�*`.�`�� � j / RECORD IN RED-LINE ON A PRINT OF THE PLANTING DRA WINGS ALL CHANGES MADE TO - " 0 7/ 1% �/������`�r �����,�� ' THE PLANTING SYSTEM LAYOUT. PROVIDE PLANT MATERIAL RECORD DRAWINGS SHOWING �:�; SHRUBS ACTUAL CONSTRUCTION. SUBMIT THE RED-LINEDRAWING TO HARPER HOUF PETERSON �/ 7/ � �`i • ,vv.. .� ���f � 90 TE% 7/ ��,� *��,�+���I , "" RIGHELLIS PRIOR TO FINAL INSPECTION. y � ���� ���1J /I* 747 i l/ / ` ���`�����4j, � 0 /jjj/ 124 Cornus sericea 'Kelseyi' Kelsey Dogwood GENERAL PLANTING NOTES I� ''�/ 2 GAL CONT., FULL PLANTS, 30" OC JE E P. CREEL %awl" 00r` 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT CITY OF TIGARD " OREGON ., '� STANDARDS AND THE WASHINGTON DEPARTMENT OF ECOLOGY WETLAND MITIGATION 05/13/11 G.�� 38 Viburnum tines 'Compactum' - SpringLaurustinus 1 P REQUIREMENTS . �� Q / 5 GAL CONT., FULL PLANTS, 4' OC P 7/I 0 5 10 20 2. INSTALL AND/OR MAINTAIN EROSION CONTROL SYSTEMS IN ACCORDANCE WITH WASHINGTON COUNTY STANDARDS PRIOR TO SITE WORK AND LANDSCAPE INSTALLATION. 1 0 cc 0 GROUNDCOVER 01# - = - `� / / / / SCALE: 1" = 10' 3. ALL DISTURBED AREAS SHALL BE SEEDED. 4 L11 J 4. CONTRACTOR SHALL MARK AND PROTECT ALL UTILITIES, SITE FEATURES, AND VEGETATION TO o J / 2,070 Juncus patens - California Gray Rush W a REMAIN IN PLACE. z z .5 GAL CONT., FULL PLANTS, 12" O.C. co W L7 5. CONTRACTOR SHALL REMOVE ALL WEEDS AND INVASIVE SPECIES PRIOR TO PLANTING OR o 0 CD o Li: /.//;/// 1615 SF Arctostaphylos uva-ursi - Kinnickinnick SEEDING. co v, //! .5 GAL CONT., FULL PLANTS, XX' 0.C. 6. PRIOR TO PLANTING, CONTRACTOR SHALL TEST ON-SITE SOILS FOR SOIL FERTILITY BY A 0 CERTIFIED TESTING LAB. IF NECESSARY, BACKFILL SOILS FOR TREE PITS, SHRUB AND GROUND En COVER AREAS SHALL BE AMENDED AS RECOMMENDED BY THE SOIL FERTILITY REPORT. t- LU UJ 7. ALL SEEDED AREAS SHALL BE STRIPPED OF VEGETATION, SCARIFIED AND RECEIVE 4" OF TOPSOIL co6NOTE PRIOR TO APPLICATION OF SEED. cn 1. PROVIDE 36" DIAMETER MULCH OR FREEBOARD AREA, 1' MIN VERTICAL WITH 2.5 : 1 8. ALL GROUND COVER BEDS SHALL BE SCARIFIED 12" BELOW FINISHED GRADE AND HAVE 12" OF 0 COMPOST RING, AS SPECIFIED. SIDE SLOPES AND ECONOJUTE TYPE 'C' EROSION z o / TOPSOIL INCORPORA TED TO BRING BACK TO FINISHED GRADE PRIOR TO PLANTING. o o / ROOT CROWN LEVEL WITH OR JUST ABOVE CONTROL MATTING. SEED WITH MIX NO 2. 0 FINISH GRADE. NO MULCH OR COMPOST TO 2. REFER TO TREE PLANTING DETAILS TREATMENT AREA, 14.5' MIN. WIDTH. `L o v_ BE APPLIED. FOR TREE PLANTING SEE PLANTING PLAN FOR 9. LANDSCAPE INSTALLATION SHALL INCLUDE PROVISION OF AN AUTOMATIC IRRITATION SYSTEM TO 0 EMERGENT PLANTINGS. SUSTAIN LANDSCAPE PLANTINGS, MEETING LOCAL AND STATE BUILDING CODES. w Z TAMP SOIL FIRMLY TO ELIMINATE AIR 3. SLOPE PROVIDED AS RUN:RISE o - w . POCKETS IN PLANTING HOLE. 10. PLANT MATERIAL INSTALLED SHALL CONFORM IN SIZE AND GRADE TO THE "AMERICAN STANDARD NATIVE SOIL FOR NURSERY STOCK" CURRENT EDITION. cn >- - , 2 :a��Jl �r�'i`i SPECIFIED PLANT, SET VERTICAL .., -I 11=1 l I -1 11=1 11=x ' • ,� i�� / i� 11. THE QUANTITIES OF PLANT MATERIALS SHALL BE AS DETERMINED BY THE CONTRACTOR IN i PLANT ROOTS TO BE STRAIGHT AND fes- *` SET CROWN OF ROOTBALL , ; - w -III=I I = I UNDAMAGED DURING INSTALLATION. iii. %�� '7';\'' / I -, ACCORDANCE WITH THE SPECIFIED SPACING OR LOCATION ON THE PLAN. MATERIAL QUANTITIES i 3 , A T FINISH GRADE , .., I /\/\j\ L=II `I== �'=ai!�:r._� r��'. %,, \/ I //\//\//\//\ SHOWN ON THE PLAN ARE FOR CONTRACTOR CONVENIENCE ONLY AND SHALL BE VERIFIED BY c� I = ' ��2�=:::- AI 2 HIGH EARTH SAUCER AT \\//\//\\//�\//\\ \ Ii / /\\j\\j\\j\\j\I I-I I :'::: III=I :II 0-4:1.�T�0,i11- ; �j\/\/\/\/\/\ it I,,� I. !, ,I �I i+ f /\ ''\,/\\.//\f/\//\/\j> THE CONTRACTOR PRIOR TO INSTALLATION. SURPLUS OR SHORTAGES OF PLANT QUANTITIES co - - - - ii;�: DOWNHILL EDGE OF ROOTBALL /\/�\/\/\/\/\ ~�,,,t+1..I1h�q I} ! �I ,4 r, 11�,r�1i p;t_. \\ \\ \ \\ \\ \ . EH I - u!-:.._ - : �\ \ \ \ \ \ ���1 r.�,14�,, + ■ynY)�I�a i, �r,A 1 � �, / // / //1 ' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9 -11 I Tr. r1�..:..• {.--_ ..�j\ \ \ \ \ \ \ �tilt,;11; 1Y.. o� �fa.4 -::z....=;"t -.• _....--:,,///////////f/ / J1�F� ,�l�,�ll 1 '. 1, hill ' ll�� \\\\f\\/\\\\\\ .. \\fh ' w gym._... ,.....- r...�_.nf _ IIII I I_I I -',.-E ' 1 : I Wa I��'�\\\\\\\\\\\\\\\\ \ / / / /// /�// / /�/''� E :•:c7 I I I I- - �� '�ii�::_ I flµ'1 _. ./ / / / // / /i // / /\ \ \ \ \ . \ > ,,..._ _ 1 '' CONTRACTOR SHALL GUARANTEE PLANTINGS FOR THE DURATION OF A OIYE-YEAR o o- 11- =III=III=I , Nat. 2" DEPTH COMPOST MULCH ,I li,l I li..f \\\\\\\\\\/�\\\ \\\\\\ \r`//\//%//\//\//%//%f%//\�%!/�1 3_.� €11=- : 12 LANDSCAPE 6 - - _ � • _i Iv f // // /r\\ \ \\ \\ \\ \\ \\ \\ \ WARRANTY PERIOD AFTER FINAL ACCEPTANCE AND GUARANTEE ALL PLANTINGS TO BE ALIVE AND o -.:: :;;': I =III-I I -III "� :.. EXISTING SLOPE, 2:1 DR FLATTER / \; \\�\�\\�\\^//j/j//�///\//��////� �� Hi, - CC - z _. _ / /_/ /�/���//fig\ \l\\�\R/ _ .i I I f- ,1- IN SATISFACTORY HEALTH. co El - : _ 1L111 III 4' _ _.__ � �i��-i # _ ... .... awl, 1i!1'- ` ONLY III1F H III ;loll l IIIA€E I�� (1 IliliiIl ilj�. =III :::. :': -I .111=111E11 ISI : IIIA ��: 11� 2" =I =III TILL AND PLACE TOPSOIL TO 12 12 MIN. OFt---111-.1. 13. ALL GROUND COVER BEDS AND MASS SHRUB PLANTINGS SHALL RECEIVE DEEP MULCH. w _ -III-III-III-_ - I 1 - DEPTH AS CONDITIONS ALLOW IMPORTED TOPSOIL 1- I- -I 11- III-III-III III-III-III -III - I I- - TIME RELEASED WATER PER TREATMENT DEPTH 6" MAXIMUM, 14. ALL TREES SHALL BE STAKED IN ACCORDANCE WITH DETAILS. 0 w =I II=I I =III=I I I=I 1 I=III-_ -I 1 1-III= 4 : 1 SIDE SLOPES, ECONOJUTE v NOTE: -MEW III-III- 1 MANUFACTURER'S GRAVEL BLANKET - . - w CREATE PLANTING HOLE BY DRIVING A STEEL SPIKE OR DIBBLE I 1 I III RECOMMENDATIONS TYPE 'C' EROSION CONTROL > INTO THE GROUND AND WORKING BACK AND FORTH. BACKFILL TOPSOIL MATTING DP. EACH SIDE SHEET NO. 2 X CONTAINER DIAMETER SET ROOT BALL FIRMLY ON 10.5' MIN. FLAT BOTTOM SWALE. COCONUT FIBER OR CD UNDISTURBED OR WATER SETTLED F- NATIVE SOIL GEOJU TE PLUS TYPE 'E' EROSION CONTROL MATTING 1 w PLUG PLANTING PLANTING ON SLOPE WATER QUALITY SWALE (CWS NO 700) Li . iii , 2 ii , i C3) � i � , Section NOT TO SCALE T Section NOT TO SCALE Section NOT TO SCALE 0 cD L CGC-03 DEMOLITION NOTES .. _ .,n,. . , ,.... ......, .- _ ,..,w ... . 7 0 IRRIGATION MAINLINE TO BE REPLACED, TYP. CONTRACTOR , ":_� MAY CUT AND CAP AND ABANDON EXISTING MAINLINE „,,,--...:;---r I e I e I i I I I I Ix I Q 4..t. I AND/OR REMOVE EXISTING MAINLINE TO ACCOMMODATE NEW f„,-.f MAINLINE LOCATION (SEE L2.1-L2.5). hW ,--_ I 1 1 I I I I I I >- O DISCONNECT EXISTING MAINLINE FROM PUMP. PRESERVE , r ICe POINT OF CONNECTION FOR NEW MAINLINE �� 0 / 1 0 i z W 03 DISCONNECT EXISTING MAINLINE FROM EXISTING LATERALn I I I I I I I I ' 'Q LINES. 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HARDSCAPE CROSSINGS INDICATED 03 INSTALL LOW VOLTAGE LIGHTING. QUANTITY 3" SEE DETAIL w BY SLEEVES. COORDINATE LATERAL AND MAINLINE 1/L2.3 AND LEGEND L2.5. CONNECT TO IRRIGATION TIMER. 1 SHEET NO. LOCATIONS WITH NEW DRAINAGE LINES (SEE CIVIL1 / 0 10 20 40 0 DRA WINGS). 7 �� z w SCALE: 1" = 20' c_� II IMIN c,a, `--^ I n\� 1.2 • 2 \��V�\\� mum s3,e 3�S�sl,`;5'•"�*��' Oxis' S,�� E„`»::a �c ernz�'�3 �v � £� '� a�.,... ,.;s� �..�s, , tom' .*i. ,',.. . Mg2nMOM .....-:.. O �'� 5��.' wcw .�.�? aU`� ���1'�����\� \\���U� �atiti+L.`� aC�..��'C���� o � �..�d :aiaza' 1„..,./ L7 N ATCH LI \ E - SEE SHEET L . 4 JOB NO. CGC-03 i 1 , 1 • \ 1 s i I, 1 1 t. 1 1 I i . i , 1 0 i illIll_ 1 MATCHLINE — SEE SHEET L2. 1 .... , ,.,,,,,—..., .-.....,„:, avam m.,. •• Ema :i:i:i:K:K:i:i* :::::::::::::::::::: ma,..-ai z--,:z.= Egam -......k•La *...m :tm rz.,..m..,. ..-`11.• KOMI ttkatA UMW :.:.':,,M= RWSE EalS,‘'W Mi:K:i:i:K MMAII t,st.M% Mis# :..w„....... 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INLET PIPE LENGTH OF SENSOR MUST BE i N mint .1 . g N \ I 1 1,1 g 1 MIN. 10X PIPE 0/A. STRAIGHT, CLEAN RUN . . . _. . . . . ...- -.. . .... I LI] Li OF PIPE, NO FITTINGS OR TURNS. OUTLET (..) VI m 0 1 O v> PIPE LENGTH OF SENSOR MUST BE MIN. 5X --,,,iiv re,.....‹Ny..irywil,744,41.71.10474:4)..r,tirwrikor* WAhlikirefigi4,Agi,..t4pari jelor, AII1A . --...61.031•7../ denk .i ) k \i 1 PIPE DIA. OF STRAIGTH CLEAN RUN OF 46-ip- 0.04% 4110-..0.0.- 0,0'4010-4:0.00, "el: filo . DAgiririViir• 4);0-taAlipmrsTiti0.0-4,0raomfittitait 004-1,04. ir'sd0;7414400PA-411F-re.Alielin 11$41*, 1 U) Le. os,..4.„,1,-,.,;,..wee.,..41.10,..t,,,.p,i,-ewire• Olt Atsgen PIPE, NO FITTINGS OR TURNS. 1r 1,41-4 , Orpi-t. ipkvirop74-011,-,t.Aik-,r-w.:1-WrIllirp-oArie- prv...M:rvilego. 11*-t..A'Apir."19-4, w 410.-oVflart-topiiiewlelf&,„,.41*-1"joksf,014;0;-{105gijoBizi. vio ....grtf.diz. 0; op "E'11,11P•dre-00 -- 11F k, h Ate- A AllitallAistm.410,V,10,60.1tosaitntrilltoiositivemit. i -at, ' "-to" eifik 40 -'41._ ' -19 r• .• -v. _A---re:-#-P111*•4 * 2 i 4.4elianAff, t ik w pN g L /The, FITS FLOW SENSOR C.) Kilic) 1 1 1 1 i \,... 1..i Section I I I I NOT TO SCALE • 1 '! 1 t km k 1 b L_Htt...,„„_...„, — ---i iga ,0 ----to— . 0 0 0 0 0 . , r„...- „,.: r-- — .z. to 1 ',pf.- / L / L 1 / ,i1' Mr 1 .4 1 ;_tcl ° ,., 1.. • 1141 . 4 1 7 IRR IR / IRR IRR IRR IRR IRR IRR IRR IRR IRR IR* ,.: ..--,,• - .... . . \\\*IN :::")7-77'70," 1:•1 i 4-4 ,__IC./D z i., li• I I, \*'\ DRIVEWAY ACCESS k (1.) ••-i z ("). _,o `-'-`t . a • . NIP : • $.1 ' r:Li C44 i • LI- ° '91 ',6 i IRR - 1.151) IRR IRR '1-.1 • • ' / / „ .,.,z-,ZI 44i1 \ ri," „.. .,...., ,.. 'Ad- .1111 ,..„: 0 . . .. • •.., • . „.. ..,.... 0 _ ..,., / \ 4 : 1 A r— 1 — '' c4 — ... 0 1 i A..4 .., • 1 . /0. • , 0 • I/ PO 1 1 1, v 1 iiik I ..'. , . ..• tm-: • • ... . 1 1 , / A Ijm...11110 imuoimill 1 .:. I 1 1 1 II , / H , • ) 1 _II- . . . . i , ilk da. il g . ...allmwk in. n 1 s 1 E% el' 11...; 11. • . . . LI .,, ,,,,,,* 41 • • . / PI , 1 1-il / ; CONSTRUCTION NOTES I ,,,r-vige73'4177d'7-5,13 .:REC.'"4-."EL z......, . , , . A A", 7 . ....... . .7_,,,,,...„)„.„.„ ,,../..„ a ei fx,m. I p•--,t, i 1 OREGON 0 DEMO EXISTING MAINLINE, TYP. SEE SHEET L2.0. 1 91. FX LUMINAIRE 1::::::::::t 0 INSTAL NEW 6" MAINLINE (SEE LEGEND) 1 li \ , ,.., Li_H-Li 0.4pAst- , g sw,,,,,,eacn:.:nixiacir.accio.;::::::7680-591_7383 Fi 1 tt / / / 6 , 4.z.......z_z_./...,,,L.../...../., / 00 CONNECTCONNECT NEXEI wSTImNAGINLLAINTEERTAOLSExTiOsTINNE:PLI/0MAINLINE. U") ro, CDI ' \ ap *I VERIFY EXACT LOCATION IN FIELD. i / \ c..,c.,, e ii...? irl s.,_ , / / %,, , I / . 1,-- i 1, / I '0 ! / \ \ 0 0 I.] Lii DETAIL LEGEND (.6 p.. / \ 52,', ,- , ,,..: -:: Z a w ct. ,, , u.J r: t / 0 S t:..‘ = 73(j 1 L:I1 : _I- 0 FX Luminaire FB fixture. See plan legend oL.Li ..., / /6 ) NW 1% %I for wattage, beam spread and accessories. T LL1 2 -4C CNi Otle..-"•-•--- . 1 i , 4 I 0 g ii U ' co / A . •. ,,,, / 0 Aim fixture a minimum of 10°off vertical (z) , . 0 F- 0 . i ---. - ..-- / .7K .. 0, t • to allow water and dirt to drain off lens cap. 0 FX Luminaire Post Mount. I )111 ro-- I 1•.: r . t,1 g 0 (...) g / 1 c ;:•Z I Lu .>.::i / . .1 ® Finished grade. Lu / . r1.: I = .. . \ OD . E/5 / 1 C/) Concrete footing. Depth per local code. / ® 0 / e / 0 a t , 0 Direct bury, UF/UL, copper, low voltage -------'' / / / / , !‘-._. = = ---..,........... 1 0 0 .,.. 7i/1 N cable with 3M DBR/Y-6 direct bury splice kit. Leave 18" minimum wire loop coiled below -. . .. g 13_ E 0 -- -- fixture for service. • -. - . ... . -:-.,„ _ . z 1 -,--...„..„.„......_,,,,---;,..,.„...„— ----.,....".....—.-,=,,,...m.,,n,„.„.„ .. i .. . .... .. cjE 1 (D Lu (-9 . U o — . • . ... . . .. • • Lu I CD .. • . . ..... 1 . . . . . .. . .. ..4. •• • • •.. •• • • . . . .. .,. . . . •. . .,,. ... -, q 0 N,,,,,. N. . ••• ..- '.4. .• ' . " . . • •.N >-. . NOTES ,, . .......... .. u) cc ii5 \ \ ' •—••••• ' „ - . . LU .. , . , • • _ 0 . :A • ... . , • .:. .. . • . a A • . • s . . . . . LU v. A. Installation to be completed in accordance • q -., with manufacturers specifications. LU .. --.. . . . . I_ ••.. • • . • • . / . .. •• • N 1 412.b, • .. . •"\--- . - " . N g > . q . .-- .. . 0 a& C. See plan legend for LED board option, beam .., LU spreads, and accessories. C._) 4' ' •••;.' .A.,..-..,.. .a& i ci \‘ g D. Always refer to FX product installation notes 1 . 0 CO iii.] 11 0 . 0 prior to installation. rx e MP 3-----___. 1 Lu ill I LLI 9 II 1 4 ED LU i k 0 --\p--v--v---,..---v-N.--v--,--- i i FB UP LIGHT . I NI LU o , , > I ,.. j 2 ,.. SHEET NO. vp, Ail C.) POST MOUNT NOT TO SCALE i: CD kg I- •,:i rA 119% Mil ,/RR TRI-\:\ 0 10 20 :..a 40 L2 3 1 Z IRR IRR IRR ILI i ' . . (-) .. . ^1 IIMIM=1 ,7-/-77.7. ..) . . CO F7-77- , • w 1/ SCALE: 1" = 20 i= V c..) V /1717_1/ 11 i c.) 1/ 7 /1 I JOB NO. 0 . / V . / 1 c.) • o_ 0 / /1 CGC-03 ;5 MATCHLINE - SEE SHEET L2. 2 1 # / s asxs 'Es. ao �a s a vnu I .:! ..'a mimilt 5 an v a ==1 MS= =:=3 V.'4,,,,....:--,,,"'" I / i Ir. } 1 i i Et 1 / I / LIJ i i i i / UJ ! if z W I ' J U ct i / i o- w i i z a 0 0 i i s I I c2 O r t I t LI] I 1 0 1i . II ILU i Ce I I if -CI; i r I 1 • 0 00 © 0 0 a t I i ii 2i 1 CV 0 4jrl 1 : SPECIFIED TOP SOIL TOP OF BOX %2" ABOVE FINISH GRADE SPECIFIED TOP SOIL IN TURF. 1" ABOVE FINISH GRADE IN TOP OF HEAD TO BE Y2" — 1" ABOVE FINISHTOP OF BOX 1/2" ABOVE FINISH GRADE GROUNDCOVER AREAS GRADE IN TURF AREAS - AT GRADE IN BEDS ]0"0 ROUND PLASTIC VALVE BOX WITH ilall.iIi +II iii 1111III , IN TURF, 1" ABOVE FINISH GRADE IN GROUNDCOVER AREAS I � l Ce 1 r11f I.,:i11�I� FINISH GRADE I LOCKING LID I . _ -- -- POP-UP ROTOR 10" DIA ROUND PLASTIC VALVE BOX 1 1 r / WITH LOCKING LID 01* wPVC SCH. 80 NIPPLE I + 8"0 PVC I--- VERTICAL ACCESS RISER, �� 1 r FINISH GRADE SCH. 40 PVC STREET ELL 1.... . + i ill , !' _ _-2''7 T 1.1._. 1.1.1 �I NOTCHED TO FIT OVER MAINLINE W Irl . M:.I l.l_ SCH. 40 PVC TxT 90 DEG. ELL �° =1�1—���rIiI �J, L III=III: � ! �; SCH. 80 PVC NIPPLE : 8" DIA PVC VERTICAL ACCESS RISER, .- = III I % COMMON BRICK, 2 REQUIRED 180' i�� 3/4" X 8" MIN. -1 I - _ 1 1—' j —III NOTCHED TO FIT OVER MAINLINE - 1 1 1 :111=150A, `'rII—I11I APART I �,'� `° -1 1 =l `�]M�i L = _ ,1-_a - e . — SPECIFIED DRAIN VALVE IRRIGATION LEGENDa•�i1�11= �/ SCH. 40 PVC STREET ELL �- �/' ���_ COMMON BRICK, 2 REQUIRED 180' APART -=I I —• I -- EQUIPMEN T �/ _III, , I I k- TEE OR ELL 1-1 I1 �� '• "'" JI —_— = ,..�SMBOLDESCRIPTION DETAIL . LINE - SPECIFIED GATE VALVE - i-_ ,.� ,111 1 ' 1— � � i� �� PVC SCH. 80 ADAPTER >' — il,Ai • MAINLINE 1 1.=1 1 1= I ;•.'•�Fle _=. 11--ri 0 R - ___ .: �. •,• MEI I-1 I =1 I I Parifgel�, '�=i4 sCH. 80 NIPPLE011 BALL VALVE - NIBCO T-560 OR APPROVED EQUAL. PLACE AT ALL -1 11-111 : ; 1Fitt- 1=1=x-PVC SCH 80 ADAPTER —1 1-11 ; [� ALL HARDSCAPE CROSSINGSOA =III I — — 1 =11 =1 I —I I - �.• �C.•- 1 Y2 CUBIC FEET OF 34" WASHED (,�} —11 =1 I 1= 11= 1 =I I II I j 4" MIN DEPTH OF 3/" WASHED GRAVEL —1 I I—i!� !•�,•i/•�• � REMOTE CONTROL VALVE - HUNTER ICV-G-FS-AS-ADJ, SIZE AS — — `,� a ��'i�i GRAVEL SHOWN REMOTE CONTROL VALVE -111=I I I—I I II III ♦ i fot •As (� 1— I- 0 =1111 I— R �� _ i :t-� 1 (� QUICK COUPLER - HUNTER HQ OR APPROVED EQUAL. i 1'-O" Z o W in ROTOR - SWING JOINT ASSEMBLY 0ISOLA TION VALVE DRAIN VALVE U ® MANUAL DRAIN VALVE - VIST 0 I I I I I I I I C )MANUAL � I I t I Section Section NOT TO SCALE Section NOT TO SCALE W © CONTROLLER - HUNTER ACC-99D WITH 2-WIRE OUTPUT, DECODERS FOR 8 NOT TO SCALE EACH VALVE, SOLAR SYNC, RAIN SENSOR, ROAM XL REMOTE ANDVI FLOW-SYNC. NOTE. VALVE BOX WITH LOCKING LID, TOP OF BOX Y2" ABOVE FINISH 1. FURNISH FITTINGS AND PIPING GRADE IN TURF. 1" ABOVE FINISH GRADE IN GROUNDCOVER WIRELESS RAIN-CLIK - HUNTER WRC-INT NOMINALLY SIZED IDENTICAL TO SPECIFIED TOP SOIL AREAS WRC NOTE: MOUNT AT 10 FEET ABOVE FINISH GRADE ON 4"X4"X14' P.T. POST NOMINAL QUICK COUPLING VALVE TOP OF BOX Y2" ABOVE FINISH GRADE BALL VALVE, LINE-SIZED TO AND FASTEN POST TO WOOD FENCE. INLET SIZE. IN TURF. 1" ABOVE FINISH GRADE IN MATCH REMOTE CONTROL VALVE VALVE IDENTIFICATION TAG Ha=s FLOW-SYNC SENSOR W/ MASTER VALVE A GROUNDCOVER AREAS SCH. 40 45' ELL REMOTE CONTROL VALVE AS SPECIFIED — M 10"0 ROUND PLASTIC VALVE BOX WITH LOCKING LID SCH. 40 TEE AT MAINLINE SCH. 80 NIPPLE TYPICAL OF 2 - - - - - SLEEVING - 1.5 X LINE SIZE MIN. 1 '1 I�`I�l�I FINISH GRADE 'I PVC UNION TYPICAL OF 2 — — — — — MP Ili✓till�lil*R1111111111,�iilllll I I l .fllltl 1 �!� ��� t"• RI' �,� X11 I I �� I l X111 I ., w j 11' JJ 1 II`` hd L,lI FINISH GRADE - 1 ,�IrI �`�r 1 �1� 11 II 1�f111Q,( I Il I f l .�Il,�`II� .. I Ca) r N OA "'� p . QUICK COUPLING VALVE - s� w1 V1 IL MAINLINE 6" SCH. 80 PVC MPF SPECIFIED TOP SOIL cr. '" -�o . II- 1* 0 i '�I l —�2" TYP- III I I - PVC SCH. 80 NIPPLE (LENGTH AS REQ.) o ,,- .,_,� Q� aiks 1-I 11=111 _ ,.� � IM =1 1 : PVC SCH, 80 NIPPLE (LENGTH AS REQ.) I 7 I ---I I .... 1 I I IIIIIIII -==T� 1 f l:I 1-1 1 +-' •CI) o LATERAL LINE - 1 SCH. 40 ri.' r ,•a. 4" 3 „ t- + . .�" to a VP =I 1�=11� % i!��i/, — MIN DEPTH OF /4 WASHED GRAVEL I = 11= I= III= 1 1=I r ,A ` III=I I = ,.� ,� I •,, M, -1 I I—I'•'=�,..{ ;� � ! . - - s I I I I I — I 1=1 I I 1 =1 11 � _ - 1 1= I _ I cU I- o LATERAL LINE - 1.25" SCH. 40 1 =i iw nil 1/.",l° ,,�11-- ��� ! LATERAL LINE y III= PVC SCH. 40 TEE OR ELL — ����11=I���il 1=[ .,— •„ �., ,� N I I I I —I u-1 I I `�� MAINLINE I I f I =1 I , NMIA,. ,:�,.. -•mow. . jam- ? r _ Ct O . 3 LATERAL LINE - 1.5 SCH. 40 © I I i� �• ��4�r•'• rI i• ' �i •� • Cif X a I I I=1 I I=1 11=1 I I -1 11=1 I '� 1 .l�i'� 1 , �.�.•ip. - 4"0� 1.1- 0-w."1 — _ ' PVC SCH. 40 ELL — — =oo _ • *r �i'..i� •• s'.�y - COMMON BRICK, ONE REQUIRED AT EACH CORNER OF VALVE BOX i.l ,r V - -I I I I — _I I I I I— —11 I— — - •irk ' i1.19-.41140-1.440-P--•40:0,r ,- MAINLINE � .,�.. ihs si,.. • 1 I- ' ,� m VP 67 f �; r r -I 1 =111=1 1=1 I I= 11=1 l I _ ' PVC SCH. 40 STREET ELL 11=1 11=1 11=1 I=M=I I>rl i�.�' �:*'%'"' �� � —I I •® . t= LATERAL LINE - SIZE AS INDICATED, SCH. 80 PVC I 111 �—I I N0. 4 GALVANIZED STEEL REINFORCING III—II1=111-1, — — — - 3/4” WASHED GRAVEL o r`! -1 I III I 1 I- BAR (DEFORMED) WITH 2 STAINLESS I I 171 11—;1=111=111=11 -=11 =111=111=11 �� ;f Do In STEEL GEAR CLAMPS SECURED TO =11171111E111--=1 -- -III--1 . E1 I EH = w C w QUICK COUPLER ASSEMBLY AS SHOWN. -I 11-1 1 1=1 1 —1 1 I-1 1 — , 1-1 1 - o ' ' I 1 -1 I-1 I-111-11 I- - I VALVE ZONE KEY QUICK COUPLER REMOTE CONTROL VALVE —I I-1 I T VALVE NUMBER 4 Section I I I I 5 Section I I I IdesE,,, NOT TO SCALE NOT TO SCALE 747p/ n � iiâ rri:1-1 .0CN1IREEL � CONTROLLER LOCATED IN LOCKING VALVE SIZE GALLONS PER MINUTE - WATER RESISTANT STAINLESS STEEL 5(13111 SPECIFIED TOPSOIL CABINET °APE # ILI HEAD SCHEDULE _ PAVEMENT FINISH GRADE r , JUNCTION BOX DETECTABLE METALLIC UNDERGROUND WARNING TAPE CENTERED OVER Uri i aSYMBOL DESCRIPTION PSI RADIUS GPM 4 PAVEMENT SECTIONHORIZONTALLOCATIONSOFMAINAND1" PVC SCH. 40 CONDUIT AND FITTINGS `� _Q LATERAL LINES TO POWER SUPPLY; COORDINATE 1` Aid.- �'/. • •� ,ho ., CONNECTION TO POWER SUPPLY WITH HUNTER 1-25 ROTORS ' •. Vi •• • 046.: 14, •� �y'i,�{. : �� :��,�j ��^,!a_° DETECTABLE METALLIC UNDERGROUND O ELECTRICAL CONTRACTOR Lu w i '• i �•' WARNING TAPE CENTERED OVER ` FINISH GRADF � � � w 4. OF MAIN AND R S 9.2 — HORIZONTAL LOCATIONS w - (F, & 60 VARIES 4.7 CC 0 0 0 I-25-6-SS 6 SSH, Q) - — - — w f�i z I _III— , I III11— I „ LATERAL LINES 0 0 0 tis' s: s�� : ir.: U — A TERA LINE L L ..................... ........ ........................ — _ ..................... .......................... .... .................................. SGH. 40 PVC CONDUI[ T AND FITTINGS I— 1— — I —III-11 HUNTERI 1-40 ROTORS Q =1I 1=1I I- : : : 11111 1I to :- -11 1=1I I ':�::�_: ::::': : �"=1I I: III= :. :>: ; =:T I —III—III- SPECIFIED TRENCH BACKFILL t =111=1 ' '' '°.: —1 1= 1 — SPECIFIED TRENCH BACKFILL i-. • ■■■r U ,:.;: :. ;•:• ::`' i - - -.....-....:,-.:::-.1,..:.::.,:-.: — - CONDUIT FOR IRRIGATION WIRES WIRES TO REMOTE GON7ROL VALVES y -III—III-..,..�.,...,,..•,..•....... 11EHI —11 _ ,._11 El I-40-6-SS-ON (FULL) 60 VARIES 132 - 28.9 — II=I ..:...:* : ...:.:.:':.:.:. 1 =I 1=III- — 1 I- :' •:' ' :�':' — ,:,••••••.,: •,•• ••• ,.. MAINLINE 1.1.J ' . . ••r^�.;...;,.. SPECIFIED SLEEVE ' , — LIJ -111=111-; •r '.:I:... — -- T -11 =111 :: Y:: :;�:::n = 11: MAIN OR LATERAL LINE — — • cn /7 : • : :: :; :: .:..�M_ III I CONTROL WIRES, BUNDLE BELOW TOP ` cn c� HUNTER MPR40 HEADS w/ MP ROTATOR NOZZLES =1 I IIII ':.:. : . I 1 1-1 1—I 1: - =11 —III ':.:.;':',;':•:-:,':-:-.::- :., , ,-111-111=1 I I: OF MAINLINE —III—I .H 1 HH 1 I_• --1 11-11 I— UNDISTURBED SUBGRADE .' — 1 =[ `3 , i'- 1 = 1= =11 -111— 1-11 -111-111-111-111 t =111=111 Mtn 11 11 111=I 11: o cp in —I I —111==I I =I - 1 =111=1 11 1= I - Q 0 MPSS530, MPLCS515 & MPRCS515 30 5X30', 5X15 .44, .22 �. Q_ -1 11=1 11= I III=' _ I I , fV, E o c� MP1000 (360, 180, 90) 30 8'-15' .75, .37, .19 -1 I I=1 I -1111 111 II 1— w =III I UNDISTURBED SUBGRADE 0 w 0 CO t1 MP2000 (360, 180, 90) 30 13'-21' 1.47, .74, .40 SLEEVING TYPICAL TRENCHING UJ c 1 1 1 1 1 1 1 1 ® CONTROLLER 1 1 1 1 w V Section Section Section LU • e o MP3000 (360, 180, 90) 30 22'-30' 3.64, 1.82, .86 NOT TO SCALE NOT TO SCALE NOT TO SCALE c> > 0 U w (! U U 0 EC 0 U) C!) Q CC LIGHTING SCHEDULE Lu Lu I- UJ w 2 LLI 12V FB UP LIGHT BY FX LUMINAIR — POST MOUNT PER DETAIL w SHEET NO. > 0 CL C7 I- z w 0) L2 . 5w CC C) U 0 JOB NO CGC-03 0 CRESCENT GROVE CEMETERY I2000N - EROSION AND SEDIMENT CONTROL PLAN Lil ., Progress �° ct� r y'�<� �y�°�" STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED 70 MEET ALL THE CONDiTIONS OF THE 1200-CN PERMIT. THiS e ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE W `1"° u) Q CONTROL PLAN DRAWING NO TES: 1200-CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN � isk --Jo °' c4 --,- • a OWNER PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THiS PLAN. UJ w /�j 1. A!! permit registrants must implement the ESCP. Failure to implement any of the control w o > �cF= CRESCENT GROVE CEMETERY measures or practices described in the ESCP is a violation of the permit. S I f J F Alk .yQ ��n 9925 GREENBURG ROAD 2. The ESCP measures shown on this plan are minimum requirements for anticipated site �/ ORMA-T1N LN TIGARD, OREGON 97223 conditions. During the construction period, upgrade these measures as needed to comply with w Q 503-639-5347 all applicable local, state, and federal erosion and sediment control regulations. Ce co �,� 91ST �w AlP CONTACT: NANCY FELTON A 3. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under llj-•;i R NANCYC�CRESCENTGROVECEMETERY.COM specific conditions. Submit all necessaryrevision to DEQ or Agent. 00 �/ Washington ,! ■ p 9 ST 4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas D fV I p MA j Df X,/ FOP CONS TDI fC TrO11 I P/ /A CES 0IDIVANA ENGINEER eron. I� l V i1 J J 1 /'� I I� tJ J i tJ I �J `J LL / Square � �T LEHMA ST 5. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation [� CD _ �s'� CORAL cries Metzger includingimportant trees and associated rootingzones, and vegetation areas to be preserved. 1 i- HARPER HOUF PETERSON RIGHELLIS INC. p g ST o . 205 SE SPOKANE STREET Identify vegetative buffer zones between the site and sensitive areas (e.g., wetlands), and other 0 1 - 0 '� z • z PORTLAND, OREGON 97202 areas to be preserved, especially in perimeter areas. REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF C!) �J, SW . LOCUST oQ (503) 221-1131 6. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open v CONTACTS: JANELLE BRANNAN, P.E. areas when practicable before and after grading or construction. Identify the type of vegetative w W o� o= �, - JANELLEBC�lHPR.CDM seed mix used. AVAILABLE BMP S. �. LJ_ 7. Erosion and sediment control measures including perimeter sediment control must be in place - r� v OA WAY before vegetation is disturbed and must remain in place and be maintained, repaired, and MASS UTILITY STREET FINAL WET WEATHER C J > IST promptly implemented followingprocedures established for the duration of construction, includingICLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1 -MAY 31ST) co PERM!TTEE S SITE INSPECTOR: P Y p w Cip `W Q OAK es ST protection for active storm drain inlets and catch basins and appropriate non-stormwater EROSION PREVENTION 0 NAME: MARLIN DAWDSON pollution controls. PRESERVE NATURAL VEGETATION \ X X X X Y X COMPANY/AGENCY: HARPER HOUF PETERSON RIGHELLIS 8. Establish concrete truck and other concrete equipment washout areas before beginning GROUND COVER ! t , i> ' PHONE: 503.221.1131 concrete work. HYDRAULIC APPLICATIONS V ■ADY FAX: 503.221.1171 9. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed PLASTIC SHEETING ( L 1 - EMAIL: MARLIN IHPR.COM areas as grading progresses and for all roadways including gravel roadways. MATTING DESCRIPTION OF EXPERIENCE: °DOT INSPECTOR CERTIFICATION N0. 10. Establish material and waste storage areas, and other non-stormwater controls. DUST CONTROL X X X X X X TEMPORARY!PERMANENT SEEDING 48968. 2 YEARS EXPERIENCE INSPECTING EROSION AND 11. Prevent tracking of sediment onto public or private roads using BMPs such as: graveled (or BUFFER ZONE SEDIMENT CONTROL. paved) exits and parking areas, gravel all unpaved roads located onsite, or use an exit tire OTHER: - wash. These BMPs must be in place prior to land-disturbing activities. SEDIMENT CONTROL • NARRATIVE DESCRIPTIONS 12. When trucking saturated soils from the site, either use water-tight trucks or drain loads on SEDIMENT FENCE(PERIMETER) VICINITY! Y f 1fJ A site. SEDIMENT FENCE(INTERIOR) ,� 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and STRAW WATTLES X X X X X X 0 N NOT TO SCALE equipment fuelin maintenance, and storage; other cleaningand maintenance activities; and FILTER BERM 0 rn EXISTING SITE CONDITIONS g' g - c.a N waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from INLET PROTECTION X X ? _ �X X X ; w ;- c; N THE EXISTING SITE CONDITIONS IS AN EXISTING CEMETERY vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction DEWATERING ;-�1 M� > a operations. SEDIMENTTRAP - (} w g 14. implement the following BMPs when applicable: written spill prevention and response procedures, OTHER: •C , o DEVELOPED CONDITIONS employee training on spill prevention and proper disposal procedures, spill kits in all vehicles, RUN OFF CONTROL ^ , >-,...:b.,,,,,,, � regular maintenance schedule for vehicles and machinery, material delivery and storage controls, CONSTRUCTION ENTRANCE X X X X X X Cll �"'� v THE PROPOSED DEVELOPMENT INCLUDES CONSTRUCTION training and signage, and covered storage areas for waste and S(lpplleS. PIPE SLOPE DRAINNIL ; w OF DRIVE AISLE, STORM DRAINAGE IMPROVEMENTS, AND OUTLETPROT€CTION + �15. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown y.,�WATER LINE IMPROVEMENTS TO THE SITE. soil SURFACE ROUGHENING _ © .��+J�' # CHECK DAMSmm• 1 �3 1 j1&. The application rate of fertiliz rs used t© reest bli 1� vegetation must follow manufa tuner ��J e a 5 C SETHERrecommendations to minimize nutrient releases to surface waters. Exercise caution when using POLLUTION PREVENTION i{WV:�' =-`�- NATURE OF CONSTRUCTION ACTIVITY time-release fertilizers within any waterway riparian zone. Zi PROPER SIGNAGE �� '� AND ESTIMATED TiME TABLEi7. Jf a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) HAZ WASTE MGMT 14:11 C; ,$ •;: / for sediment ar other pollutant removal is employed, submit an operation and maintenance plansPILLKITONSiTE 7 ' :7::: t � / ▪ CLEARING (MAY 2016 - JUNE 2016) (including sys em schematic, location of system, location of inlet, location of discharge, CONCRETE WASHOUTARE4i 1 ,._ i MTI '11/4\ itr> N? ;� t{ • MASS GRADING (JUNE 2016) discharge dispersion device design, and a sampling plan and frequency) before operating theOTHER: M�• i Ali `' UTILITY INSTALLATION JULY 2016 treatment s stem. Obtain lana cava! before o eratin the treatments tem. 0 crate and I:9 i'..s< ' ( ) Y P pp P 9 , Ys p - 1 1 - -- �� • STREET CONSTRUCTION (JULY 2016) maintain the treatment system according to manufacturers specifications. • FINAL STABILIZATION (JULY 2016 - SEPT 2016) 18. At the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must U be implemented to prevent discharges to surface waters or conveyance systems leading to ii surface waters. S�Q I ` NV/TOTAL SITE AREA = 21. 12 ACRES 19. Construction activities must avoid or minimize excavation and creation of bare ground during * SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING w� 414. 5 S Ct-wetweatherOctober 01 -t May 31. ACTIVITY. O W z oma , 20. Sedimentfence: removetrappedsediment before it reaches one third of the above ground 1 J� /� fZ rn c T zI I TOTAL DISTURBED AREA = 2.D ACRES fence height and before fence removal. RSI T O V /-1 LI- STATEMENT Gi �' - -/ 21. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth ,� wr - above ground height. and before BMP removal. �'"r� ///1/ 22. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS ��38 1 ,� / RECEIVING WATER BODIES: basins and sediment traps: remove trapped sediments before design capacity has been reduced BASED ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION NEAREST WATER BODY: THE SITE LIES IN THE FANNO by fifty perce,it and at completion of project. AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN CREEK WATERSHED AND DRAINS TO THE SOUTHWEST TO 23. Within 24 hours, significant sediment that has left the construction site, must be remediated. BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION °�° a °. ,° CO /1/ I AN UNNAMED TRIBUTARY OF FANNO CREEK. Investigate the cause of the sediment release and implement steps to prevent a recurrence of AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, - - N �] the discharge within the same 24 hours. Any in-stream clean up of sediment shall be = ti INCLUDING SOiL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, performed according to the Oregon Division of State Lands required timeframe. ..,. _ _ AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE ISA SITE SOIL CLASSlFlCATION: 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL ESUBMITTED. w o IT Vacuuming or dry sweeping and material pickup must be used to cleanup released sediments. z z Y _ FROM THE GEOTECHNICAL REPORT PREPARED BY CARLSON 25. Provide permanent erosion control measures on all exposed areas. Do not remove temporary �% INITIAL ' w M v GEOTECHNICAL DATED SEPTEMBER 2006; SOILS ARE DESCRIBED AS sediment control practices until permanent vegetation or other cover of exposed areas is o g U o U SILT WITH SAND TOPSOIL, UNDERLYING NATIVE SILT WITH SAND. established. However, do remove all temporary erosion control measures as exposed areas `'`RALL SITE CO become stabilized, unless doing so conflicts with local requirements. Properly dispose of U OVERALL THESE SOILS ARE MODERATELY SUSCEPTIBLE TO EROSION. construction materials and waste, including sediment retained by temporary BMPs. 0 - EROSION CONTROL MEASURES WILL BE INSTALLED BEFORE 26. if vegetative seed mixes are specified, seeding must take place no later that September 1; the cn 1" = 250' CONSTRUCTION BEGINS. type and percentages of seed in the mix must be identified on the plans. Lu 27. All pumping of sediment laden water shall be discharged over an undisturbed, preferably = vegetated area, and through a sediment control BMP i.e. (filter bag). u) 28. All exposed soils must be covered during the wet weather period, October 01 - May 31. u) PROJECT LOCATION PROPERTY DESCRIPTION INSPECTION FREQUENCY: o Z 0 9925 GREENBURG ROAD 1S 1W 26CD, TAX LOT 100 SITE CONDI TION MINIMUM FREQUENCY o cf TIGARD, OREGON Lu 0 LATITUDE = 45.4497, LONGITUDE = -122.7786 w1. ACTIVE PERIOD DAILY WHEN STORM WA TER RUNOFF, INCLUDING ci RUNOFF FROM SNOWMELT, IS OCCURRING. co cr Lu I- ua M 2. PRIOR TO THE SiTE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT 0 IN ANTICIPATION OF SITE INACCESSIBILITY. CONTROL MEASURES ARE IN WORKING ORDER. EXCA / ANY NECESSARY MAINTENANCE AND REPAIR 0 A TTEN TiON V A TORS MUST BE MADE PRIOR TO LEAVING THE SITE. Luo 3. INACTIVE PERIODS GREATER THAN SEVEN ONCE EVERY TWO (2) WEEKS. U OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION (7) CONSECUTIVE CALENDAR DAYS. z cc o CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST INACCESSIBLE DUE TO INCLEMENT WEATHER. A RELEVANT AND ACCESSIBLE DISCHARGE POINT w NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL OR DOWNSTREAM LOCATION. Lii I- 503-246-6699. Lu Lu * HOLD A PRE-CONSTRUCT1ON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES v THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION - Lu LIMITS. SHEET N0. o * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. cc o * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. z * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE iT AVAILABLE ONEC1 Lu REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER Lu THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE 0 OR AT ANOTHER LOCATION. JOB NO. 0 CGC-03 a o _ r �r rr..r�� � .wr+rr,ri ry 1` I • I `, /• I r f+ I '!a !" / r CO ' A... ',, EJ ' / ' NI \ • / '��'`� I /' 1 r*� { 4; ' Co , J j. f C.,— irj iP v � vj '' i �Q ' 1 . O �♦xx x x i�lv 1 i y x 1 j f` �v Ff ,'/ / ! ' \j x I \ `•' ,9-.. : i 's'°i° • / x 1 I ! ; I 1 I• I / r Q i ' f �"'�♦ / t ' t� ' au �� i It 1 I '' f 1 r PROTECT EXISTING VEGETATION / ` - ( 'I ■ .F � i •\ f t ;t ♦'7.' i 7 1 I # ! i i� x n s J0 J� d I •1 !J 1 I I 1 11 j © ci / .....„ ( 1. r n f 'I i 1 t I., d' _40, r /i ‘`'& U.I 1i�I x //f d x xW 0 CK 7'7 / � i �! x i ter+ , ..., , 7I d CI f irJ 1 -- -3:,.4...r\! < 0 Et , 1 : E f r xy �'� 7 Dr m, 1 , D,+, _I. p 'IL-ADEcfD ^_ 1 f[-!�t o•D ( zO' _....... 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Y i��.iO. 1 { I (1" , i t t' ' S f ti.i + ' ;•,;•. E # p { / v, f... E o f —i + Z 1 t 11 '' IL, ^< ,.,x;y 3 I �' / S„, ;1 df i ...._ ..._....�?�I - 'f? }i i. - f .. ..-._................._ t E i S.». --_...._ ............ j .._...... i� dd;• fr ic; SFS i f cz9L1.1 ,..1....11(:: : u t- cc ,, 1� lalir Iv / (---N--- e z : : g : mu ,, • -mil 1 ., / , .. .. ., ...71 U.; 11. ,—, / rc :,, Ig z < cl.) ,.., ; t i / ill It _• s t tn .--i S x • w .'4 N [7 ,,,c: --� s rr /l • _ z , O j [7 :,,, ,...„ I o R 1 ,/ J N w a sop d� f p_ ^ - tO CONSTRUCTION NOTES ¢ c,� co ce J CO 1 T11 0! 2 N I I I 01 INSTALL STRAW WATTLE SEDIMENT BARRIER ti PER DETAIL ON SHEET EC4 F 1 �, O INSTALL INLET PROTECTION, TYPE 4, AT :' z z o ls.. 3 EXISTING AREA DRAIN / `'� " c) w Lu 1- . [E,__ _.... U PER DETAIL ON SHEET EC4 / ', of Lu ca o o "' 3 INSTALL TREE PROJECTION PER DETAIL ON 1 O SHEET EC4 L t ' Ginn 0 INSTALL GRAVEL CONSTRUCTION ENTRANCE PER �' / ; Iw 0 I DETAIL ON SHEET EC4 / \\ f' // 1 \ / \ cn 1 C5 INSTALL ORANGE CONSTRUCTION FENCING AT I e p 0 ' MASS GRADING LIMITS I T37 /.. J l IA I Z Z ✓ a Ur , N „y / / 1 E O LLJ �r / �/"i7 I !fF 0 _ PRE—CONSTRUCTION, CLEARING AND DEMOLITION NOTES _ :`, ,'. co i LEGEND EC — ,. ' " ' ' z t [ E:I / 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, ;`1- �� _ w / \. — "' GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND w APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION PROPOSED ,' �; .. / ACTIVITIES 'i co % I 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS -- X04--'---- EXISTING CONTOUR j ,' - O / / I I CONSTRUCTED OUT OF MULCH, OR OTHER SUITABLE MA TERIAL, STRAW WATTLES, OR GRADING/CLEARING LIMITS w U / / OTHER APPROVED MATERIALS. . INSTALL ORANGE CONSTRUCTION FENCING IF . - ci i i * 1 3. SENSITIVE RESOURCES INCLUDING BUT NOT LIMITED TO, TREES, WETLANDS, AND so / RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE ° ° ° TREE PROTECTION4 z cn "' CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY /:' 0 VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR FLOW DIRECTION ''' BEYOND THE CONSTRUCTION BARRIER. d' w rte-• 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF liE _.1/, 0 20 40 BO o LIJMii ,p 'NI CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL SEDIMENT FENCE i ' U 1 MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, �/` 1 SCALE: 1" = 40' Lu MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE ❑ INLET PROTECTION ._ �, SHEET NO. o *. * DURA TION OF THE PROJECT. 4 tY * 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO ° BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF �o�l, ����i GRAVEL CONSTRUCTION ; ': 1- — — - * 1 CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK `al Ili AA .14.�°�'.1'! ENTRANCE aEC2 v I DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. ��~I� ���� J — ! — — — �� — — C * I ELJ!n y .../: I * * ///////f/// '//ri/ ///G////- I U JOB N0. Q. CGC-03 1 I +�++r�l��S4•,•, - ---z...� .r. - z .r. •"*"- ;�,r.�_�r._� .r. .r.�-f. a .a. �.n.__�_-�_a_.ti ' ''''''''''/.:)- -- TM i o o \\ 0 .✓°s'� �t / i. .�'r ! ' f' Y. f 0, X e-y' 7C .' 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ECE�...f F y. . . --� • 3 � � ^;F d i r 4 1 1 J r r I ; i ! f... a r...._.:_;9::(:r. . 4 sr` i > i ,G_....._ ' it i 0 f\ Ny9 �iy��.� + + % .' /r I e r {' FfK i s�- .......til ........... ......... .4 -_ s r --S__... ....._ f t _.-_�._ t'��r .. ..... }"' N1 • `ki• r j a---,1 � s DE Ks • F �s'[C� DD` •��DEA.,„ f • �i=i�, F !: r fF ,r rP y....�. r _... ... ...... •,�-� s < .- I71' irlr F�,'I'f i--- .-. - rF $ . / } ..._-... r .. _.F.a .__._._a' __ ._ ... ___ " _{_._ ._._...-.'_'I, _ r._. -, ` " ._-.-._ D3'_IIEAD F as it E / n ' '' %I, • PrtFlii 1,.,, . ( i' ; , h r-. Fes- i „-...._._' F i-✓ _-x--+ - - -------- - - - .._ -f I 4 - _.- _ J i� a p. ' tt i r' ., (----N-----` 0 bj) 1,..' ,_. T.) 1 II / N..,,-/ F i� c Z Fr*'1 PWI uz I \ • w w w' L. >N, v ,�, r"' f' fo Q r• r• - M F ,, GRADING, STREET AND UTILITY ER©BION AND SEDIMENT CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: f" j =� 4 ,„ 1.: CONSTRUCTION NOTES x s4N 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE ° "� i:s �`1 il j ti FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, , 1 INSTALL STRAW WATTLE SEDIMENT BARRIER Q Q A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES, SEE GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE !N PLACE, FUNCTIONAL, AND PER DETAIL ON SHEET EC4 , iRESTORATION PLAN FOR APPROPRIATE SEED MIX. APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION : N - 'Y I B. DWARF GRASS MIX (MIN. 100 LB./AC.) ACTIVITIES INSTALL INLET PROTECTION, TYPE 5, AT AREA ' " I 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) DRAIN PER DETAIL ON SHEET EC4 2. CREEPING RED FESCUE (20% BY WEIGHT) 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING) SHALL BE [ - �,�, ,Va ® C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC,) INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN 0 INSTALL TREE PROTECTION PER DETAIL ON LE ` S''' tib s 1. ANNUAL RYEGRASS (40% BY WEIGHT) ON THESE PLANS. SHEET EC4 Fr * zs°o rym 2. TURF-TYPE FESCUE (60% BY WEIGHT) INSTALL GRAVEL CONSTRUCTION ENTRANCE j - ' cc z o _ z 3. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO 4 cm c., _ z PER DETAIL ON SHEET EC4 v ' I 1 I 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. � o ��'v I BY MEANS OF TRACK--WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE 4. INLET PROTECTION SHALL BE 1N-PLACE IMMEDIATELY FOLLOWING PAVING 0 INSTALL INLET PROTECTION, TYPE 4, AT �'�/ �� ,I ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. ACTIVITIES. DITCH INLET PER DETAIL ON SHEET EC4 �36f Igo rz 1 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT 0 STAGING AND STOCKPILE AREA J fR' VEGETATIVE COVER WA SEEDING WITH APPROVED MIX AND APPLICATION RATE. INCLUDING EQUIPMENT MAINTENANCE, m CC m c II I FUELING, AND PORTA-POTTY. ,°I _ N 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH z ti 7 ,, I PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. I 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. - �.I w Li DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR / .fes w �� r 1- STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE �� 41 0 Fs 0 ¢o W r ,E __ 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING I - IUAND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, 1 v OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION - 1. - CONTROL MEASURES. ` LIJ QI 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING LEGEND /f \N ' v = I THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER I --7- Go 2 APPROVED MEASURES. + •'` 1 • o �! f 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND _ PROPOSED „ ,., ,' , I� Z z 1 v MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT EXISTING CONTOUR '� a \ i I LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE p v I THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT GRADING/CLEARING LIMITS ` ` / .-. Cz_7 i 0 0 o TJ4EE PROTECTION - ( /!, I 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF `.' wo / APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY �'1 INSPECTED AND MAINTAINED AS NEEDED. FLOW DIRECTION Z 1- i 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT '� - w ' El•-• TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. iax �, 1-LYJ SEDIMENT FENCE w t % v ' ' 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION • ` i ❑ INLET PROTECTION '• / E ,' THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE f ' o ' ° I WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, w SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY 8E REQUIRED. THE I GRAVEL CONSTRUCTION o U ; ; t WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT mi''4M1'f:M�j'�{g ' ll'i ENTRANCE z IF LI.1 © ;,i,! * * REACHES 50% OF THE CAPACITY. l a *`• •1 ' Go 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM ±'.' Lu CD A TER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. II= _.._ i_. 0 20 40 80 a 2 * *' . * t I 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER I 1" - 40 a U I - SYSTEM. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY SCALE. - FA "' - WEA THER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION SHEET NO. o 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM cc ii / EC3 REACHING DIscHARGE POINTS. MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND 0 * MAY 31ST. Z * 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, - - �� -- - - I TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. / cr - I �� . ...1 �, 0w I ,,,!„ i� ` JOB N0. U �lII 00 CGC-03 dtSZ2E MAY BE USED SHORT TERM W/ 1. TREE PROTECTION SHALL BE A MINIMUM OF 6'-O' ORANGE PLASTIC MESH AND BE SECURED PHASING ' ` ' LLI UWORK AND W/ TO THE GROUND 1NTH B'-0" METAL POSTS OR 6'-0" HIGH CHAIN LINK FENCE SUPPORTED BY LLJ ITO OF DEVELOPMENT ___--_=� = CONCRETE BLOCKS. - 2. TREE PROTECTION FENCING SHALL BE ERECTED OUTSIDE OF THE DRIP LINE ZONE PRIOR TO �/ !' ANY CLEARING, GRADING OR OTHER CONSTRUCTION ACTIVITY. CONTRACTOR TO MAINTAIN F s unrii l N ,t,l,ir�I-lb TREE PROTECTION FENCING IN PLACE DURING CONSTRUCTION. r � nIIurelWI nIurlWI! Qp\ //. '„ '�. i.;■ iiiuifIllN+i Viii611117 � 1011i.,ii,I ;:iiltilli ;; ► IIIUiIIII'IIIII 111111MIIIII / J V F,5`' s0•M w�nr LHIi, ulr,rrr nllu; ISII I I+frr 1111 Milli rrla �J�IGLE OR SPECIMEN TREES G .yF,, I.113eCG . •' ,H. 'iiiIi 1111 c..,niii _--- t.i.v irg:"! Pllit!61i11111'I -- I iiiiiimiu METAL SUPPORT POST ^^ • liii IIII N ni.t ulu+ iI!.Imu ! w V FLp a c �' , I — +• '[iItL11i:{III' �::. 'II11'1,lfilfll' _- z - TRE£ PROTECTION FENCING •' �/' , E — 09' • - OUTSIDE LIMITS OF TREE C� • •-° CANOPY CiLt ...,--p...:.-. ..1.. • .4 . o • I a DRIP LINE 1 L.L� v ° CATCH BASIN AREA DRAIN �' ` 0 • � G R e �� � i 1 � y RADIUS = 25' MIN. a. V• t. D. �;.� r co l CLEAN PIT RUN OR 3"- 6" CLEAN ROCK 6� 55 - �P Q� of9. ::::.: I Z X00 ¢.55� ui"usnal � � 1 SUBGRADE REINFORCEMENT ,NhG „ r rlfi 1IP W �u�,l>fllln T GEOTEXTILE, AS REQUIRED pSi� IiIUINIIIIII r , r..111'II 1'+r / V 8" MIN. I - 'litsll!II'I� DEPTH J ,. ...Im5i11 NOTE SPACE CHAIN LINK a'{ ;pflI.i i;,l - IN DIAMETER FOR EVERY 1" I` *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL 1°riiwi��n+ FLOW TREE CALIPER u„, 6f11IN'[I d ,/) 11111 TNI 11111 �� I "111111''' ! DRIP LINE ZONE r' VISIT' Ct 411111H1 - . GRAVEL CONSTRUCTION " " 6" overlap of bags. ENTRANCE CURB RAMP l •: .., ulluuiIV" /' - M, 1 ILIt1n1111111 \ *#* • PAVEMENT PLAN VI W rr111r�lir;r ► ♦ ��, � 4>ll ♦4,40e ♦ j ---los 1.!� E 1111111 RI s \ ` 11111211 llllrr;,.ru „iiiingrati , CHAIN LINK TREE ,♦ ♦ ' toCtI►♦♦R♦ ►P♦��4♦♦44pt, CHAIN LINK TREE s .`.�. ��� . T ��� '- N. ..� ` �.7 4, 1 PROTECTION FENCING ♦ ►*♦ ♦♦I ♦♦ ♦44 ' ♦♦ .- PROTECTIONYr%1 IJ'If' `+S�► ��'�f```��1i'�:i��.; ra. �+::.`"',. ;,', -"+"; 1= _ * ►♦ ♦ ♦ ♦ FENCING 1 > �l. _ . - FLOW OUTSIDE LIMITS OF TREE MULTIPLE OR CLUSTERED TREES - ,►♦, 14 � � ♦� . 4 �% O �' ,• _. . _ ,t, �- CANOPY • o ♦♦ ♦$ ♦ ♦♦ �+♦♦� . 4,.. N. ./ #. .:-i*- '• . . .?. - ' : ,t w. I ♦ ♦�4 ♦♦♦i'401t44*► ♦+i '�♦46,..t♦i♦i.' METAL SLIPPORr +�� ♦�i�:41.�♦�♦���`♦�j♦ '� Posr, DRIVEN lN �._� �': e ' , orra+ eorraa DRIP LINE j► ♦ ♦ ♦♦ ♦ ♦ cv y ♦ INTO UNDISTURBED :r 5 ;,. .. . ♦♦♦�►* „f♦♦♦�♦v� ♦�,!♦�♦' !�♦�'�►♦�• SIB ADE OR 41 a K'''' ♦♦ ♦4► ♦�♦ *�►� ♦ ♦ ♦ SUPPOIRTED BY • � � �- ` ♦i♦♦ ♦♦♦►�1♦♦i'♦•' �i ♦♦'�♦ ♦g►� . SUPPORTS BLOCKS C� c.� > N NOTES: �i� ► : a4 : - i - 1 1 ♦ ►;►♦i+#♦♦� ♦�♦� ♦♦t► '��� � r/� �y= �' o M DIMENSION z - -- ' 1 ♦ .0 = `- s • \ t >' ,� F _, ♦'�►♦ '�►� �♦�♦��►�� ♦iii � � - �o SINGLE FAMILY ' I < " DITCH INLET _ _ _ 20' LONG BY 20' WIDE / / / \ \ _ _ _ _ _ e" DEEP OF 3'4" MINUS CLEAN ROCK. NOTES: \ `+ — - :I!I—III—III I—III—I I 1=1 I 1-1 I I=I III—I I=I 11= I=II I 1—III—I I +-� r/] f_ Y; E COMMERCIAL 1. ADDITIONAL MEASURES MUST BE I ,,. , 11 .=1 I 11 I 1=III I I 1=1 I I,I 1=1 I 1=1 I ISI I I-1 —III—I Irl I -1 1 =1 I I—IIIIII— d) • * 0, i _ `-' - I_ .II I-1 11-11 a 11-1 I C—I I a I 1-1 I C-111 I I 1=1 I I-EI I I-- I=1 I ISI I -1 I I-1 I ,— .1 50 LONG BY 20 WIDE - , p - _ _ _ _ _ - 1� I `� o CONSIDERED DEPENDING ON SOIL TYPES. �. — IEMEI —1 I —1 —111=111 11 =111-111-111-111— , 3-6 CLEAN ROCK, 2. BIOFILTER BAGS SHOULD BE STAKED f / I ,_! 1 I 1111—I I d 111-1 I 1-111111—I I 1 1 _ GOVERNING AUTHORITY MAY REQUIRE s. n :�- f - - - - =111=1 I-1 I I=1 11=1 I`I 111111 I=1 11-1 11= EL( ffi N WHERE APPLICABLE USING (2) 1x2 111=1 11-1II 1 II 111111111 11 C ICII-111 111 III !I 1-191-111= 1 I 1 I—I 1 I I 1=1 I p c GEOTEXTILE FABRIC TO PREVENT 1 -I I I 1-111 I _ . SUB-SOIL PUMPING. WOODEN STAKES OR APPROVED EQUAL PER BAG. - I=111=1 I I-111=111-111=J I I H 111—�1 — 11111 I I-I I I-111-111-�11-11 I-III-III Q METAL SUPPORT POST 16 111-1I I III! —I I(-19-� MAIx� � 111I I��I1 III-1 I I=I1 C III=III^1I I= ' '� x - .. �' —''I=1 i I-11 I_I 111�I I I�II I I—III-111?1 I—I 11=1 11=1 11=1 I III—.III xj Z g wv CONSTRUCTION ENTRANCE 11i. '--1 1 111111111 111 1111_=1-1- 1 IIPI III_, '�� l$I- ri1-i w -, 4‘''''' ve- INLET PROTECTION TREE PROTECTION FENCING TREE PROTECTION FENCING u g • N Detail Drawing 4-5 C1eanWater Services TYPE 4 I l i I x N �'leanWater Services Plan 11 1 i Aw z 0 0 ri Detail Drawing 4-24 NOT 70 SCALE Section NOT TO SCALE ,; VI a Our commitment is clear. Our commitment is clear. a ualin I ZC °' -= N c.. C'J`Q1k. Nf 4 n Z rA O W o ate. Z \ I cI3 - :`ate r m a C 1t 74L,P C''' tr_ 0 u3 O -.l 1 G r i ._J I', .-ar -ate- .. ,. k, ( .�'''� 1' REBAR FOR BAG REMOVAL c N./ ra -:;(4.....-=. ``s4 c` -.---- WOOD STAKE CATCH BASIN GRATE PLACE WATTLES ALONG SLOPE CONTOURS. PROFILE mcCCL m t' AY&7P. - iiii 4a CATCH BAST 1 . • -111, '17xI$��$I.J '�)J'' , • �• Z .i M,.... •w yt is ,►�' a . -. ♦4•I � , �;� ��4 j 6 O Q ,y A �'I rI �'I �'�* 1 •. wLu v '`,� ",¢..,'•' '• . . . .. �� 4.I •;. EXPANSION RESTRAINTg. w W t RICE. COCONUT OR EXCELSIOR ti ;5 w;�� -...'4:-., '. ������� �����/ V WATTLES i . w dd z ¢ Uri .' 'w' p : ]� by`''4}i.e'w.... ��`����,�� t Q O 'V STAGGER f,'��� r*: dI �� JOINTS :: • '65 4r ,�� . > UJ W SECTION STORM PIPE a ' AAIAlgill...Frr a STAKING SPACING 4' 0.C. ► ' : •. 0 FLOW a OW FLOW 2"X2"XY'4" RUBBER BLOCKS 0 0 z . rUn CI I:� - cn POLYPROPLENE UJ FILTER SACK (WOVEN) Il c' ICO TIGHTLY ABUT ADJACENT WATTLES. NOTES: UJ 1COLLECT AND RETAIN ALL THE CONCRETE WASH(IJT WATER AND SOLIDS IN A LEAK PROOF BASIN. - WOVEN POLYPROPLENE SACK 2. INSPECT FREQUENTLY. DO NOT OVERFILL BASIN. M - 3. RECYCLE MATERIALS. w Cil A. WASHWATER RECYCLING: WASHWATER SHOULD BE PASSED THROUGH A FILTER AND TREATMENT c PLAN VIEW SYSTEM TO REMOVE SOLIDS REDUCE PH. WAS•IWATER MAY BE REUSED FOR CONCRETE WASHOUT 0 WATER. DISPOSAL OF WASHWATER SHALL BE AT AN APPROVED DISPOSAL FACILITY. DO NOT DRAIN TO NOTE: STORM OR SANITARY SYSTEM. w U NOTES: FOR FURTHER INFORMATION FOR FURTHER INFORMATION B. SOLIDS RECYCLING: COURSE AGGREGATE MATERIALS THAT ARE SEPARATED FROM WASHWATER MAY 1. STAKING SPECIFICATIONS; 1. RECESSED CURB INLET CATCH BASINS G. ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE p a. 1'X2" WOODEN STAKES MUST BE BLOCKED WHEN USING FILTERBE RETURN TO READY MIX PLANT. COORDINATE WITH READY MIX PLANT PRIOR TO CONSTRUCTION. Z re c!1 b. ADDDONAL STAKES MAY BE INSTALLED ON CHAPTER 4 O CLEAN WATER CHAPTERC4 EROSION CLEAN WATER C. HARDENED CONCRETE RECYCLING: ALLOW CONCRETE WASHOUT TO HARDEN IN BASIN. THE HARDEN CO DOWNHILL SIDE OF WATRES, ON STEEP SLOPE OR SERVICES EROSION PREVENTION FABRIC INLET SACKS. SIZE OF FILTER SERVICES PREVENTION Q AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL CONCRETE MAY BE DELIVERED TO RECYCLING PLANTS. HIGHLY EROSIVE SOILS. �' 22. SPACING IN ACCORDANCE WITH DETAIL 940. PLANNING AND DESIGN MANUAL BY MANUFACTURER. PLANNING AND DESIGN MANUAL. W w I- I- LU O W WATTLES INLET PROTECTION o aeanWater Services TYPE 5 w C�eanWabel Serv;tces CONCRETE TRUCK WASHOUT BASIN SHEET NO. 0 DRAWING NO.CC _ 880 REVISED 12-06 Our commitment is clear. DRAWING NO. 920 REVISED 12-06 Our commitment is clear. 0 - N. T.S. 1- z w U EC4 cr) w ce U_ U 9 a JOS NO. CGC-03