Loading...
Plans (127) S 1T20 16 - 00002 UI \\ Y 1 � 216 MA TS R,,,,,Eivo ,_. CITY O T1GAR�N __ �� 12 BI��L� G DiYI }--- I_____ LTJ U LiuPROPOSED ROAD SHEET INDEX 111, .. �' ` , , ,‘ CRESCENT GRO ,, ,/ E o a/z i 1— > W Q �_ C1.0 COVER SHEET12 a o� �,/®� , y C2.0 EXISTING CONDITIONS W 0 Q n .,. �� C3.0 PRIVATE DRIVE PLAN AND PROFILE rr C i PROPOSED C3. 1 PRIVATE DRIVE PLAN AND PROFILE > Q c C� H---- /IT'��(� SWALE -- -- - __r - .4 __ 8 8 ; ..; tin ��� ,oma ti _: . .. a� - C3.2 PRIVATE DRIVE PLAN AND PROFILE © C < 0 Q Q ,� - -to� �. ., - C4.0 SWALE PLAN 0 0 U_ -� 0 • ' , -� 0 . Jill ! 11�► C5.0 DRAINAGE Pil ��� liP. ► LAN H�- 111i.i111i1I= 1o I1 I� C5. 1 DRAINAGE PLAN_ MATl ��� °NLUr �� I „ 11111111 C6.0 WATERLINE PLANc') 41 -, 411111111 • .III 11111 PROJECT SITE s T v A �, / _s l � l � � 11 i. 1 �'I °IIIIIHHC7.0 DETAILS w_ �� IIIII� 1 ! � � -�' `�,�I��Ii�f' ��� ,r, � � 1.. � - C7. 1 DETAILS V AV °I •III °I 1 1111 • III .111111.I 111111acn�II�rmii 1 11 11 I 1 L 1 0 LANDSCAPE PLANWashin tonO � 3E � S _Ifufli �1 1IMI li'll,ll 1 111 L1. 1 SWALE PLANTING PLAN Wre :-. =a . ,11��„li s ®m � .6.1 a ' i�„F ,11 II 1 .11 II 1. .II 1 1 L2.0 IRRIGATION DEMOLITION PLAN ..... ._ :::�� ���1 � I �fl SIL i .. _ i 11 1II11 illi 11111 ISI L2. 1 IRRIGA TION PLAN Scuare 'T LE — MAN ST _ . , , , .�:,..., ii -c-\i.� fir► o L2.2 IRRIGATION PLAN c- o- N etzger i° • , L2.3 IRRIGATION PLAN _ L2.4 IRRIGA TION PLAN `� LH S T L2.5 IRRIGATION DETAILS 0 n I I /co EC1 EROSION AND SEDIMENT CONTROL Xj- N Z > I EC2 EROSION AND SEDIMENT CONTROL a S W L o C J S T O EC3 EROSION AND SEDIMENT CONTROL p U E - n _ EC4 EROSION AND SEDIMENT CONTROL c E al f o a Li c,� ,� `il DifOWNER �+ �” Ili N 4� .� �-- o � o o A < W A Y ;I/ CRESCENT GROVE CEMETERY ?+ 4111% ,) VV9925 SW GREENBURG RD. '� S T TIGARD, OREGON 97223 Q •'-' �' IF -7, 111 , l�U1 # A- CD CONTACT: NANCY FEL TON ;; OASLip ST 76 ## CIVIL ENGINEERA AD 9 z 0: LU GO 0 o # # JANELLE BRANNAN, P.E. o I _-., _ — HARPER HOUF PETERSON RIGHELLIS, INC. ( N , _ 205 SE SPOKANE ST. STF. 200 -.-... PORTLAND, OREGON 97202 VICINITY MAP �a�. _ N� 1"=500' `�4 M:,14:,,-„-i- X X X X - y X- - x �- _ _, LANDSCAPE ARCHITECT TECT o �, f z a _ Z 1 JEFF CREEL, R.L.A. u; _ - > SITE MAP HARPER HOUF PETERSON RIGHELLIS, INC. d 1, a T� 1"=100' PORTLAND,205 SE OOREGON 97202 KANE ST. STE. 200 �5,� 4�" dt1 1p, W SURVEYOR m «Y CO GENERAL NOTES: STORM SEWER _ "- PAT GA YL ORD, P.L.S. •- Z aPRIVATE STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF TIGARD, THE LEGEND HARPER HOUF PETERSON RIGHELLIS, INC. o juu 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 ST. STE 200 a w p STANDARDS, THE INTERNATIONAL BUILDING CODE (IBC), AND THE UNIFORM PLUMBING CODE (UPC). PORTLAND, OREGON 97202 CITY OP TIGARD STORM DRAINAGE PIPE SHALL BE AS SHOWN ON PLANS, HOPE, PVC 3034 SDR35, CONCRETE ASTM _ REVIEWED FOR COD$GOMPLIANC$ o 0 w o U EXISTING UTILITIES SHOWN ARE A COMPILATION OF TOPOGRAPHIC SURVEY AND AS-BUILT PLANS. C14, OR APPROVED EQUAL. S SANITARY SEWER MANHOLE o UNKNOWN STAND PIPE STM STORM SEWER LINE A A CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION AND SIZE OF EXISTING UTILITIES AT O CLEANOUT UNKNOWN UTILITY VAULT SAN SANITARY SEWER LINE PP LA CONNECTION POINTS OR WHERE CALLED OUT ON PLANS PRIOR TO CONSTRUCTION. w WATER LINE SITE INFORMA TION I I c-'" 3 I I ' 0 ADJUST MANHOLES, CLEAN OUT AND AREA DRAIN RIMS TO FINISH GRADE. 0STORM SEWER MANHOLE ® UNKNOWN JUNCTION BOX U ���� CATCH BASIN GUY WIRE G GAS LINE Pelt> ..-0PAp,,� in' 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 Addrea�4 �. 2� _ , .► t- 0 DITCH INLET �, TIGARD, OREGON 97223 L11 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 i>\ LIGHT POLE x x x FENCE LINE, TYPE AS NOTED LLIACCURACY NOR THE COMPLETENESS OF SUCH RECORDS. EXISTING TOPOGRAPHIC INFORMATION FRENCH DRAIN O--STREET LIGHT Suite 1......4L. - PLAN$ FO FIBER OPTIC LINE �� SHOWN IS BASED ON SURVEY PERFORMED BY CESNW LAND SURVEYORS. 0 AREA DRAIN iS 1W 26CD, TAX LOT 100 ' O TRACER WIRE - 12-GAUGE STRANDED OR SOLD COPPER INSULATED HIGH MOLECULAR WEIGHT • ROOF DRAIN DOWN SPOUT VAULT UNKNOWN UTILITY VAULT T TELEPHONE LINE Br '�F�, Dates ELEVATION DATUM: NGVD 29 POLYETHYLENE (HMW-PE) TRACER WIRE. THE HMW-PE INSULATED COVER SHALL BE GREEN AND A RD UTILITY POLE ELECTRIC LINE SITE AREA: Q UTILITY POLE TV CABLE TELEVISION LINE TOTAL SITE AREA: 21.12 ACRES z Z W WATER MANHOLE f A BENCHMARK: CC 022-080-2 i BRASS DISK MINIMUM 45 MIL THICK. THE WIRE SHALL BE RATED FOR 140 DEGREES FAHRENHEIT. INSTALL w/UNDERGROUND UTILITIES _ o WATER VALVE > FLOWLINE TOTAL DISTURBED AREA: 2.0 ACRES i= U 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 a 0 OF S.W. GREENBURG ROAD AND S.W. CORAL STREET. , T FIRE HYDRANT UTILITY POLE / / / / / / / / / / / / / BUILDING LINE OFFICE COPY E 0 THE PIPE CENTERLINE AND ON TOP OF THE PIPE ZONE MATERIAL, PARALLEL T0, AND ALONG THE Y w/STREET LIGHT 0 Z ELEVATION: 227.69 ENTIRE LENGTH OF ALL NONMETALLIC PIPE. 0 FIRE DEPT. CONNECTIONLu UTILITY POLE HEDGE LINE UTILITY LINE IS BELIEVED TO CONTINUE, — 0 9 WATER METER 411—)1( w/UNDERGROUND UTILITIES P CONNECTION NOT LOCATED OR UNKNOWN UTILITY CON TACT INFORMATION CZ THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. a WATER STAND PIPE AND STREET LIGHT o THE CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 ' „7-- ------------------ � MAJOR CONTOUR - MAJOR COMCAST 503-261-7440 �cn BUSINESS-DAYHOURS PRIOR TO EXCAVATING, BORING, OR POTHOLING. ALL UTILITY WATER WATER VAULT T SINGLE POST SIGN WATER LINE ® WELL MINOR CONTOUR - EXISTING AFRONTIER COMM. 888-434-8965 z LU CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO o GATE POST LEVEL 3 COMM 877-366-8344 0 w ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. PRIVATE WATERLINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH TUALATIN VALLEY WATER ® IRRIGATION VALVE •• BOLLARD NW NATURAL 503-220-2415 i U DISTRICT, CITY OF TIGARD, THE INTERNATIONAL BUILDING CODE (IBC) AND THE UNIFORM E TELEPHONE RISER PORTLAND GENERAL ELECTRIC 503-255-4634 c CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO PLUMBING CODE (UPC). 0 GAS MANHOLE QWEST LOCAL 503-261-7440 o CONSTRUCTION. GAS VALVE TELE TELEPHONE VAULT AT&T 800-252-1133 CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO THE OWNER BEFORE TURNING OFF THE WATER. Ea GAS METER CITY OF TIGARD UTILITIES 503-718-2591 Lu co CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. ® TRAFFIC SIGNAL BOX GAS STAND PIPE TUALATIN VALLEY WATER DISTRICT 503-969-8655 6 ALL PIPE SHALL HAVE A MINIMUM OF 36" OF COVER MEASURED FROM FINISH GRADE. GAS GAS VAULT 0 TELEPHONE MANHOLE .- Z O CONTRACTOR SHALL PROTECT EXISTING MONUMENTS, PROPERTY CORNER, AND SURVEY MARKERS. ® GAS RISER REPLACEMENT SHALL BE AT THE CONTRACTORS EXPENSE. UPON COMPLETION OF THE INSTALLA TION OF THE WATER SYSTEM ALL LINES SHALL BE FLUSHED !4 WEEP HOLE < AND DISINFECTED IN CONFORMANCE WITH HEALTH DIVISION GUIDELINES AND CITY OF TIGARD P POWER MANHOLE co IBJ POWER METER p w REQUIREMENTS. POWER RISER EXISTING CONCRETE SURFACE N I- < LU 2 LO g DOMESTIC SERVICE 3" AND SMALLER SHALL BE SCHEDULE 40 PVC. PWR POWER VAULT UJ N U - 0 - FOUND MONUMENTS EXISTING ASPHALT SURFACE LU ALL WATER PIPE SHALL COMPLY WITH AWWA STANDARDS AND UL APPROVED. SHEET NO. Q CONIFEROUS TREE DECIDUOUS TREE TRACER IMRE - 12-GAUGE STRANDED OR SOLD COPPER INSULATED HIGH MOLECULAR WEIGHT (APPROXIMATE DIAMETER 0 POLYETHYLENE (HMW-PE) TRACER WIRE. THE HMW-PE INSULA TED COVER SHALL BE GREEN AND BREAST HIGH AS NOTED) (APPROXIMATE DIAMETER BREAST HIGH AS NOTED) Z A MINIMUM 45 MIL THICK. THE WIRE SHALL BE RATED FOR 140 DEGREES FAHRENHEIT. INSTALL a TRACER IMRE IN ALL TRENCHES FOR STORM SEWERS. PLACE THE TRACER WIRE DIRECTLY OVER C I. • 0 w THE PIPE CENTERLINE AND ON TOP OF THE PIPE ZONE MATERIAL, PARALLEL TO, AND ALONG THE CD UENTIRE LENGTH OF ALL NONMETALLIC PIPE. U JOB NO. 0 CGC-03 WASHINGTON SQUARE ROAD 15' GRAVE SETBACK 0 _ _ _ _ _ _ _ ,,, ._ _ ,. .._ _ ....:_ _ 777._ _ _ _ _ _ _ _ ..._ __ _ _ _ _. _ ._ --,f/-- — —7 7 _ _ _, \/:.,...,.,,,,, EX STORM MANHOLE ... M1 hr xc.- ". ix■ 7 RIM 223.11 - I W .-- 36" IE IN = 214.35 (NE) ..-- -,- .- / 0 ✓ x x ■ 18" fE IN = 218.11 (W) 1 i c) I 18" IE OUT = 214.35 (SW) < ,�ur I �-�--� sEXIS77N GH �p -WAY r� <id:aa (30 FEET FROM CENTERtI E OF SW GREENBURG AD) z G p W NN \), # 0 I —...did 15 GRAVE SETBACK` I if E ! x FROM TSP RIGH T-OF-WAY OF GREE BURG ROAD) n Q �y / ■ ■ ■ O W O * / / .... �� r n �" / ■ — 2 / NkMIIMMI1 i — lirlt i riar� 1a 1rl• :i>•� -- :i+i• ill ala�1 WIl �� aa� ..i �� Niat1 r�11 ms1 �■� ■nraa: z��:ri rri� g1=1 WA l��ra�larll r,�ms 1a■r 1■r� 1l ■� rail ms 1l ■��■■ amM■�I �� a■w�l*�i r.1 I�rRr-� F / i M� �� 1. 1 . r■rr: /mara�■C�1�1'?R'rr rmral,�:ifi Ma11 r ■:+M •r� �� ■ ; !� _ .Tr1 �■■�2a dlaai /t/mf�FL 1 MIMI MEI=LI1)MEMOIR Ma,NMI NM EWA tri ra■1 A=11 RIM Mil 1s to UM Mil MI els �� �� i•:a aaaai�.. �� / / (-) f10°1 5 71i rr1 11 ■mlaaaal .,..,./, 4 ■ 9 C IIar ams Oar aaa■I� Iiliaara 1 a �!■ aIt l,alr �l aaaal momm i�1 r1 Mil i =MI rw 1 riaaaal MO Ira ■anal m• l r= rM N= 1 r�Iraa■ 1aar� �►�■ rani �� ��1 1r� 11 ■�.� P-_ 1 1aaa11 11 11 — jtag l 11 11 17 ■alit 1 47. 4, #,P, , ,r rl■ri■■r 1 �r� Ira rr_ 1ri r�11 .r 1i� mai... al+ I■l 1 iral 11 lana■ �!� � �� r 1■\. 11 wrms -- + Ic-• - cJ II �a 1 r•■rrr =rim 1r� Ir�1 ri1 ■■r■ra _ .I Rol Ego ■t1 aait�l ■a�r1 r�lr1 rat rat ml'± 1aa� aara� ��■ 11 t , 'w°otoAna 11_ 11111111 =rim r ��— t!■ ia�'r"itiiIl• �r 111lAlrr !� Nom. ��i �E �� tw �MW ME =f1A �� =1= a� WL/ a�r� r.a� 11 = � rt1r�a�lr■�aar !ilrl ■aw ■a� 11�a■�i :a lrlllaaaal i1r1a■ 1•r■■■ 11 mum um ��� .1 =1 11411r EX �� arias ll= aaar, NEMMMU ■acrd gar — i =III �e1 r■rim rrE■ra ■cul■' 111:11 ■■■■rim■ �r — ■■r■� min ■■rm mum rim mum �► =r: 4' (• / / RM 225.2 mom=! Eliinn in iris F. in �i� -I- �l� rtl= �wi NUMMI. Ali■ iii MEMO= t., 1 WSW �■ �� =.1=MI � ■�� ri1 �� ��■ llil �� o /// �� ' I arMl Aral �� �! �� �W:i MN II= r1 �� 11 MN WAN 11!.11 1s �� 11111■i �� �� �� �� // IE = 219.2rf anal tail Mari 1!a• ctrl 1 1r� r1Ml � 11 �I1 �� �•r sr ��■ NM NMI Ira 11 1 � ■� 1msr �./ ma rill U rMrl� il - �r I� A1� -- ��— -- ��— i -- -- -- — MI rill- ,� III II /II I �a I a 1r�Irams lrar maim :Ammon:rI1 l l i" 11 MEM= :a1 11 lsil aaaD:a M1:i tri 11 11 'NM1 ■i ME,/ / + d1 ■ma atrraia �i �ar1a SMI a� ;+ �■l�ilr i� maims"�i ■r = r- _� =■1•■ ■»® r■■— 11 NM tea■■ rim rim . EM:MW r.■■ W r!s ralr•ri w■I�■lai�irl 1aaali rim■ '�Ii 1��IIP�Pi laaar� IMM Ma r�*'a1 Il MN 1ai� '� ���■■ �1Q1,'�1■1 �� ��a �� / >< 1ar�>. carr� �irrrl"r�rn■ 1aaa71 laaar � R!• 1r� r!laaaEi s 'r rlri Mal MMI aa>♦1 lanai rata 11 11 =M MN M=I MM M=I MN rirrra 1 / / rial t•: r� 1111 a1�1 11 1lIlla■r 11� �.r• 1st 11 rasa• 1ms 1a1•EWA1ramMN 1l lri 11 11 1s rI■■aa :aj11'11Eil= //Mitlri ■i1r:.1 1l WMMEM ralaar =MS NMNM. 1r I� " 1 ri1 11 11� �� :i1 aaml 1•I• ��, �rlr 11 '�!/ �., ialrIll sii lire It irA ai 1■ ■�■■� i■Ira ■� 1 art 1 l! aim■1�aaaa►,1 11 'l 1 1 rI, !�!!l�lr tilXi/1 �■ cl 1 :iP1 ■r1W arra x+11 1l 1l 11�arN1 rim■m1 rat M■� 1l1■■ 11 tri=Emu 1"l-r / r � ar �/1 ■bra l/ tri aa�arr •l■� �■mrrrrrl 11 11 11 11 1e:1 1l 11 aaa■1 ms1 `� tv ?Ammo� 1�. wiwlna■ ��1 ■araaal/ 11 11 :waif Mara =A1 ar�1 11 11 lana■ 11 =Ix 11 :a1 11 acral l l aaaalri Wlir+rr .:71,1 tiaaa■a i laaaal 11 ra►i� lr!• ir1Al lrat! Sri mom til earl 1t� tical! l lri I■lr■�3�-■ �iill■1 lir 111,111 ► ■Irl— .1aar riml•ArlaiaarII 11 1l mi s, rim la rM1 ►i1 ■M■ams 11 11 11 frim 11 :•1 arra-- lms 1Oar a IWM 1::: �� / !� II II ' r � 11 r:■■■rri■ ri �a ■raai ��i rm ■1■al� x11111s�1 1� 1 i —sa 11 irilr :i ::::a ri ■m't�!! ras* mmmmmm-- -r -m -li■ -r Maw11a■ !!!!!! ��ms 1 i►`I rrI�■ aa/I 1 ra 1 l 1 1 it 11 11 ra/:tel 1_1 1 1 ri ■a:1 iA 1 ms l a■i 1 1 / c� !!!!!! !!!!!!5:2! r�1 l/i til /i1 rlaiu 1ms 1 iI 11 1 I s�1 li•1 ::::::11 11 ■Mr■awls 11 11 war, ms " n,,'/ IP ■rel::: 11 11 11::: 1■ar+ r1 msir! 11 1— X11 1■aa+ 11 11 == —arra! ::::::1ms 1W `" Eln "7 / rll !" il II II il , ,d 1 7t ++� 0r a tea r�1-�1I1� lri l�rl lam. lam. ■il 11 rirall ... .. 11 l� .,a• til rales ! 1 IF Ow a ' aaaarr�,u lama iva t; NM NU 1MItr�rla sraa� 1r� t■`riTalLti sl1 1aa: 11 IMO n �l mu iii rat Or r r ► MANNA ■ M ME MN M KIM WEN MI A� mi i I Ira 1 rr =MIME WIM—l Oar rr� l= ■ N ms 1 VIM 1 NM EWE 1 1■aa■ ms 1 l■I! MIN■a1■ {i 1 l+ ► / r r�aa11 ■R:1 :i anal Mari riff arM■l ars 1!t 1 r� 1■I� 1 rim l r+i 11 til 1� t1 EMI MO 1:i 11 11 ■■ — MO ail � EX STORM MA OLE , 1 w �111� = .1.., i—rii rlla'i■ LE;121!• .� .rr � 5:142 Mara■ 11 11 s■■■aa r/ =:: ra ri1 -- l� _ Mimi— roluz-: -- til lri �IrnJ R!M 224.20ill tri rllil , NNW MO =Fit: irll NM aaaa►.�ll r..:l 11 tri aaWl �� 1S ri1 ms� a �+ ; :..i-!,^ / ,irA 'teams' i�ririaiM� ii " �� � �� � � l�I■ a� r_� l p o 12" IE IN 216.41 (N ) o11111111111111 ,111111P111111 ,11iril'irt " tT 7 ms1 msNM ■arM MII .'lira■ rr�:�wl 1r# ■i1 /.tri rrllaafI 1— Rima Oar— 11 11 Marro 1MS r �a rim— MI� cy - Vy } OG i 36" lE I+ = 209.53 ( ) / � alms1MA MIME cirri■ =ALUM WWI. ME 11 ■t1 —Vi sl ria ME 1=11 MINI 11 ■MWWI ■ NMI . MI ■ME■,:r lira ! q w + __T ... M/2 MI Ma 1 11i liar= 11 r�1 11 11 11 11 ■ams 1 l— :r 1 1l 11 murk O `� 36" 1 OUT = 209.53 ) oral �1 ��t_ aa�ra ram aa: ter/ ri1 11 �� 11•11/l 1ms 1ms 11 ri1 —1 llI►! 11 tri rrl �s Z daisms 1rrar�ri �tiriaai4111r� 1rrr!■IMRE fA1 11 til r:1 lr, 11 li7! 1!1 aaa■1 Will MIME 1d� v fYiill, r�rl rim rim r/aaarl aar11 1aa�1 aa:l l Ira 1�J 11 ri1 11 11 11 tri 1rim 1r�( 1l 11 11 sirs l C/] aMI NM ritM 1r rt11I ■ams/1 1111 i I msra :a Ii 11 KM1 1ms til 11 ms1 11 11 11 lir » lig 1 •1� yr w� 14 1 Vis ' Ai MI= � i 111 M41 MUi i!1 11 rat 11 WM MN-- 11 ii•l Mala L1 1 I► .« Q.� ricalml1 1! Waal i 1111 l �,� z • 04 I1 NI IlLv rtari MA 111=1 11 W 1 - 1rt riaalr ;i1arlr� ��. ■��!1 NM i—ial ��r: it 11 1irM r � r 1 rasa sur:! 1 o i x�><,5•TALL ��'� � I � r• a gm r: ,� 1 "mom 1�� r� - g 4 ms 1 11 ra■1 =MI l NM aaa■ 11 1 MI 1 hi �..4 Q iii " om `:_ 1•if III NM =MI Mir 11 :i1 NM=III ■i1 1l 11 i 1 ri1 11 11M 1r� l Q.� 4■i 1 ■' 1 -- 1m rim ■anal WA 11 1l maim tri Immo rims ammo 11 11 11 waim"- .' �_ u 1VIBIN,A IDLE i ! ,JVAI,; 11;'1 I4rar% 1' ms1 arm 11 MEMO laaal�l 11 1l IN=MOM NEW 1=11 tai MN! 11 11 aaaalra 1l I / 1raa: 1�aar1 rims 1Mt iy1 1NM MINS 1■r1 11 11 ri1 11 I�ri tri 11 11 �i7 - a _7/ f' ! �. 11111 111•11/1 Waliaim ran■aa►M r/aaa■ 1 r1 �t 1 i■■1t 1lJ i �� W Al ■s 1! ■radar 1 11 ri1 Mara■ �i a •■■m 11 11 tri 11 1ms 1ms 11 l, ! l /i NM_ �� IMMUNE MAIMMW tri rA1 �1 r3 1l 11 lana♦ tri 11 r•1 X11 rim • to _ • :a S aaRJ1 1i,�1 fiC C� all mai aaa■1 �� r� �� r� �� � �� WWW �J �� � • J,_, w I I f - - — - - __ _ 1 y < - tom ar _ - EX ASPHALT DRIVE AISLE I / z 11 Q PI lyWTARY lA1,l�Q I ' • - 1� xi • to EX INLET E1411ilrz c, m '� / RIM 227.92 I : ' `� �' �' in 12" IE OUT = 224.82 (N) ' �AK0 I I © w j o z rn N a FL FRENCH DAM I MALMO ii I I 2 - ..� I : I I I 4 5�o �L Nb�tid 0 Ra 1 I w4 s d El z oc "-------• iI CRAW �h �/ C� E - , t> 4.4. I I I / ' 'b' W 1� II m m o I ,r Lu z N o I ,LSTONE/Silt ' rt z `.1 C� ILJ 'u5, CD I ' o 0 L o co — — — I CRAYC 5r�wrt +� 1 I i U — — I 1 U I J /� tiA It 5101{ illi 1 uJ Q misp # I i// I co I I ff z Qk/- 'AW 9a)10ARY 01 OR1a1AL I CEMETERY-PER SR 5.17, Ila u eo O / / MOSOI.EUA '. / 0 goo-rumI /1 r % - I / co r / Oimi — nor /1 ul t i / 4 ILU LLI 0 G C7 III i I I z U / C.) I I O I / i ii/: CI co Ce ,y.� �/ „6„i__ .--\-., +1- I I (RAW STOWIF / tilt w ,� I I 0 2040 80 SHEET NO. mmmomm _,.. IX ,cam1I,xTAll / ALE: 1" = 4D' r� yC2 . 0 AMINTA uCQQ _ 40 SARBINTA 1 TALLI ff v iiC) i' I yr1431." Ear a GRAM I I — - — — — — I SAY[srolc/s,a JOB NO. co ce 0 IL J CGC-03 IIIILIJIIIIIIIIA i a 31(.. _ * STORM MANHOLE 1 ," � 7, 9,15 STA: 1+54.46,105. L RIM = 225.2 -- - -- -� / 6" 1E IIS 1.50 (NE) fA --�- •_ �-� _ � a W 1 ; IN 219.40 (SW) � � `` `' m �` , ~ • 15' GRAVE SETBACK FOR DRAINAGE IMPROVEMENTS, A 10 1EIN219.57 (E) � __ tM 12" iE OUT 219.20 (NW i �� p4 5 - - --- 1 SEE SHEET C5.0 _J SRM = jA04:- �►�'� / Er_ I2 , 7 -... N ilit*Vo. ``\ 0 Lill IE 220.35 O - ,•0" / 19-3 % %IF ,.., y7 `�� l7iq CL W s � ,..„--------,00000,00.7„„. �y ,�� � 40, _ .... X05/4, 0 10 20 40 CI ./...0 //4101'44,N, 14,4 ,. to ,-„, ., 5 � _. r�i4* ;5 _ ,, SCALE. 1 20 r � itl. I 111 lir .44. 4 4‘:4‘b)' -.4 / --/,,q/p<4, A / ! ' FOR SWALE AfVD STORMWATER \I.*" 41400. t*y� � � �. �O W O 4 `• , IMPROVEMENTS SEE SHEET C4.0 ` 44. '� ,- .7 \ , JO / \\\\> - e f; - 4&1 AVAIL\ 414, lk %2 �' �i 1111b/V \ ,o.c,4L% _ I� /ter/ 7' ' cp\,/* \ tiVr\ 4 41, Ilko,rt? *./ \>/411‘ % /44,41F,/' 4* ,4417A.44/44\ , / ,' < 12 </ , 7. A040, 7 / / 4I II r ViA44414, i "IVIIIIW -41"114Kir 111116,4e 141////14 ' 4141 LLI x /, 1, 4ilw;".461.44:4----- N./14,/ N C.9 °i- y / z' V 0 ' Y ./ ‘%.11- vr 41‘1 ,4 z , \ / 40'. % A it -„,, \ , ..s. , 4,..4 \AP, lonlo4N . ge 'ifr . .°. A .4 4%10/%1. % 07 /14110,,ialkitir , / S 111411 . 4 P-I I I I I I IT, 1 0 I h% ______' 40144°' 10 . iiiL ", 11117 l' % 411‘ AIL 4SIPANIArlr \\9 /1‘ % Apit ,,, 44‘ 4.11400" 7/7/N IP z \ /. ',ff ,-,,,A.p.: ....s.r-.4,- IP% ,-, ;\ 4* 4 1,474 -.lip/ . (..) /7.4 1...‘,\ 44,, • s --..__, -------------------7T--------------------L---v 14 i L41*4e. /1/41'N 44 440‘,,, 1014 / , ,, , . N.A1,,, \, , , _______ ---------_____Ar i BASIN • .14, I- OD // ,/' ASI" 14 Alm dit.'S "AdL /74 ....„..,,P.IFL >r‘.< IT ,� It, / 4*PPIA NkA*111110*i A 40#44, ► ��► #41r#4104; '�� '1►41V 8.. . „ i< ,IPPP • I. �' CL DATA , �,,, ` �� _ --------r4) -LF 10�sroRM o oroa sr0 M�-�oL 3 a �r i s i s STORM MANHOLE 2 f 4 • lkppS~��% sn� %• STM 14 = 37&0 y, 81VN1' 09' 51.25"E / • �`' ..� CL C5) � � S� ��� �� X14 LF = -..w�-'�" �.�s� � � � 144L=35.96' ' f„ 7' / !E 221.50 �� �� y 6 STORM _�.-.-.. 1 �- r'�r /' 4)e:\ L1 START: NEW ROAD CL STA. 0+00.00, 0.00' fr,, `� _ f_ - - 5 O.f1C150 ' T ASJN 3. G � B 2.2 4410, O, `�� PI: NEW ROAD CL STA: 0+35.96, 0.00' '` � A Ne .• LET. ,t TC)3.1 . s. �� ,/$7 �� 4''''''•,,,,,,, ,,__ S,ON6S. „AL, A.41L. S14 37 18.07"W M�s• 38 EG1% .7.09ry1*# ` 4010‘alfik,":"7 /` `L 'A/228.06 !E 226.` ,', `,. - r- R=291.55 54 LF 12" STORM S = 0.0100 'VOW / �' • /225.07 `' ji ` ' / L=389.68 u) ' o 41:',pv \ ,� ` jp C T=230.17 �-+ ft r 7 %.11‘ /4" 4.1, cncr: ›tu til, ce 7 LF 12" STORM S = O. nls _ + /411. / c, ' ,�,, tiOp99 PC: NEW ROAD CL STA: 0+35.96, 0.00' �••� w 2 LF 12" Sr�?M S = 0.0500 ��°' 1441101; PT: NEW ROAD CL STA: 4+25.63, 0,00' v 41 / • !E 224.80 O xo410 Gj ;--t �s 0. o i -- /�&# 277 , \ ,, w CA TCHBA SIN N O TES °' 4-+ °' 0 N a #44 , '1.7 1/45' IN �* CA TCHBASIN 2.1ti) -- \ ' P'� SEE DETAIL ON SHEET C7.1 A/ LL, u -..ivir, 4/0/, *,, STA: 1+25.00, 11.50; L Fil ___ 444411Filk / n , RIM = 227.52 z aLa �. __-_..�-,. �''� ,�. $" IE OUT 224.20 0� -,- � "' �„�� __'-- 22 //// i / SUMP 222.70 o a g N MF i 11.7iLF 6 STORM 5=0.D485 PM z ) o M 1 '/ •✓ ��*' (/011))10CA TCHBASlN 2.2 z on a 41/410/1/44 SEE DETAIL ON SHEET C7.1Z ii) 0) `c2.',5), o ,o .0./ X24 / " 4101,0)/ STA: 1+25.00, 11.50; R -' `�' a / Allillh.c"if •O' ' /%/ / " RIM = 227.52 / -\� // / 6" IE OUT SUMP 222.70 4,20 �a�. AIN I, ti PLAN 11.7OLF 6" STORM, S=0.0487 �` s ���, SCALE: 1"=20' 9` w _ o� 0 "' ilez 2 Z N 250 250 /49�� dig& - CONSTRUCTION NOTES ii3. co ct co to LU - 04 1 SAWCUT AND REMOVE EXISTING CURB TO LIMITS OF -' _ N N- I I oo IMPROVEMENTS AS SHOWN ON PLANS. ti a o o o d O CONSTRUCT ASPHALT PAVEMENT PER TYPICAL SECTIONS. o z ® o o - H SEE SHEET C7.0 2 ua cl cS iii o- + + N + �' i In 03 REMOVE EXISTING STORM PIPEA w = 240 o o I- --- x'240 o o c> a I cio II II II II o in N v - Iz N ~"N CO N. w °; CO_II 0 CONSTRUCT CONCRETE CURB. v) fr) °4 x co I `� Q SEE DETAIL ON SHEET C7.2 I-- N W N ¢CN W N } °o �� SEE TYPICAL SECTIONS ON SHEET C7.0. 2 - �co m c N co I k1 I I C9 w - z L II W II i w II Lu H L Q RELOCATE EXISTING IRRIGATION SPRINKLER HEAD. co �' �-�w w q LU j a `� SEE IRRIGATION PLANS FOR MORE INFORMATION. CI - Z0i, 0w CrW � w - >, z A E 0 CONNECT TO EXISTING 12 STORM PIPE Z - 2.11% - d - CONTRACTOR SHALL POTHOLE PRIOR TO CONSTRUCTION TO a 230 -- - �-.___ � T__._ _ - - -- 230 VERIFY LOCATION AND DEPTH o 1.10 uv, - � -0.50% ( 0.50% _ _ - -� J = 0.0099 - 7 INSTALL CLEANOUT o - cn I 149 LF 10 STORM S CL STA. 1+19.02, 13.9 R Lu fo I CL STA. 2+91.09, 14.8' R rn >. - O'1 - 150 LF 10" STORM S = 0.0100 SEE PLAN FOR RIM AND 1E "' w to a w - o i - 0 PROTECT EXISTING CATCHBASIN `__-/� RIM 227.92 i 0 a i 4" IE IN 227.00 (E) Q STORM MANHOLE 33 - 4" !E IN 227.01 (SE) STANDARD MANHOLE 4" IE IN 226.89 (SW) w 0 220 --------- .___- -------..------_._-----.__ --- ___S . • -i --- ------ -- ---................... .....CWD DETAIL..-..010 ON-SHEET C7;2. ___ -- - 220 " . 0WATER QUAILITY MANHOLE STA: 2+75.00, 0!0 CL ROADWAY 12 IE OUT 224.82 (N) U _ C r S D TA! 2' 0 0 S ET C7. ! RIM: 228.96 - 2 CC C?) T': 1+ 2.: , 0.0 'IPA, "AY 10" IE IN 225.33 (E) 0 3' X 4' CONCRETE PAD FOR GARBAGE CAN AND HOSE BIB j CL STA. 1+41.57, LT RIM: 227.77 6" IE IN 225.33 (NW) CL STA. 2+84.12, LT `D � - i 10" IE IN 223.63 (NE) 6" JE IN 225.33 (SE) - o u, W j 6" IF IN 223.63 (NW) 6" IE IN 226.33 (E) \ 8 6" IE IN 223.63 (E) in w _ i I - M 6" IE IN 225.00 (SE) I 10" IE OUT 225.13 (SW) N W - f 10" !E OUT 223.43 (W) - SHEET NO. O , 0 210 1 I I 1 1 1 I I I 111111111 1 1 1 I I I I I I I I I I I I I I I I ' 1 I I I I I I I I 1 I I I I I I I I I f I I I I I I 1 1 I 1 I I I I I I I I I 1 I I I I I l I 1 1 210 10 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00C3 • 0 CENTERLINE PROFILEco SCALE: HORIZONTAL 1"=20' 0 VERTICAL 1"=5' U JOB N0. a CGC-03 WASHINGTON SQUARE ROAD 15' GRAVE SETBACK f DATA 9 -- - 5 f - - SIM SIM _ STM - - STMT STA71 S /STM S77A - - SIM - - TM STA1 STIP ST1U CL �./A + VA f Fil- L2 -.� L _ _ - - - - - -. y -._..._. L=564.00 S88' 47' 55.02"EIF � ll , , 1 _... g �'I'D s -__-_ 7 1 __.._. -_ FT, E _ PT. NEW ROAD CL STA: 4+25.63 0.00' LJ- 1!!'' __1._. .- N !y' g t ..'IAUfL.-__- Vi _____ ___ .. . .....I .., .Vl.... ! III L'f N _I gni f � ._.._ _ .. _ { __. ..__ _ ; : ` -_ PC: NEW ROAD CL STA: 9+89.63 0.00' 1 7 [ ! ..lel ^'1VI �_ ! f E �, n E E S� 3 �R3 �V I ! C !32 ' 1r/L w s -- I ! E �� • r g /le! j 3 .„, i E - I I 1 f 1 _ ! I CATCHBASIN NOTES , , ! ( I ! g i j E _1 . ! I E fA; U7' Hr _ fn 1 1 [ tJl r in _ ___ y; I I ! iYAi f E I _ I I ; [ Z w E I E ! I - F- i CA TCHBASIN 4.1 SCALE 1" 20' !_._ I f ,-_.__._ Milli r _.__ 3 _ ___. ._.1 - -- --_. SEE DETAIL ON SHEET C7.1 i I i i . 11.5 L I � � r , g . f � , � � I ! STA: 4+25 63, 1 ! _. -r_ M� 1 __ _ R" . i g !M = 232.a1 O !' N \ 0=1111111M2, g _! I ! I ' 4. 6 IE OUT 228.38 it 13._. � �► / 0 y -!N_-_ `� Nr V SUMP 226.88 Q r C( +- ` -; m..._ /� ____ __ _.._ 'g________- �- ]r.5oLF6 sroRM, s=o.]]s] r__. _ - - E -__ irim7y _ �,w 4 �_ carGHBAsiN 2w ___ € SEE DETAIL ON SHEET C7.]._ ._..______-.i__.,.._ _._. 7 ._.._g _-y.- -_ ; --; r_ � __."'.--_- ____.___._._. .....____- _ f fitor) g __ I __ , _._.___-_ _ J STA: 4+25.63, 11.50; Rw ( �� g ......_ - - _ __._. RIM = 232.01 g w w w .1..._ w - yy - � w w g , ww �� w w _ w w ^� Lu �1 6" lE OUT 228.38a_ \...4Y ,.w_; _f„A I GHLIA I 4. * T'. . w{t I \ \ S=0.1191 t' S 001 99 LF 8" STtRM S = ► 0531 ,7 6+0iL� i7+00 �/ CA TCHBASIN 5.1I - - Q _ it Ci'J r O SEE DETAIL ON SHEET C7.1 �N N I N t- W rn r c:14- M N N N / 'rt. 116:js N `1` �, 1ILA " r E w en ) M 1 / �'' `- STA: 7+25.00 11.48' L Oi J N N ` N CN f N N N N ! �1 CP ,CATCHBASIN 4 .2 \ 21 Lf • ' STORM S L 0.0050 I 1 r r , : Rc_. , ', RIM = 248.33 • f _ STM SN SIM J•imge S7M 57#1 STM STM '�• SN " SN A 98 Q STM '� M ! ^? ,4� , '� _ U 44 I .48 t\ __ _._4__ .� ......._ - CO 11.48LF SUMP 6 STORM, 5=0.1622 C EANOUT 4.1 N X111! �, -__ , lM 32.78 (EG)8.11 = iv r- 1 ! -- i i ! �v i �r ,._.4,_a° �`+ I I-1_1 IE 228.11 1 _ _ 1-1-' t _ - g I-u CATCHBASIN 5.2 1 ; Ill , _ g - ! - ,-___. SEE DETAIL ON SHEET C7.1 �_Zi � �- ___. ...._.. _.__ .... _....__._._.__._ _--'-- __.__ ._ STa: 7+25.00, 11.50; R cl a- ------ ------ IF NM A A Off r i RIM = 248.33 I ! ! _. _.__ -__.__ IV- 6" !E OUT 245.19 Q _{ �' �__.._... SUMP 243.69 Al 4.0) N - ' _ ! ]1.50LF 6" STORM, S=0.1801 rt N ;~ r Mill/1111111111 .__L_ I f E 3 0 c) "' o M • i- -1' , - my 11 _ 1 Esti A 7/ / 1co v.: `! 3 6 _.. ._.__T_____--' _. .. �� FSI _ 10 1 ell FOR DRAINAGE IMPROVEMENTS, / / ? �_.___ - - _____ �. ^� z: 1 SEE SHEETC5.0 _ t T ! 1 _ c' c '6 ! __ -__. .-___g __1--- !, _._._. I , CONSTRUCTION NOTES v ' i E i f i� ee i i -®�- ! cV [--- `� �, `� ! \ ALT PAVEMENT PER TYPICAL SECTIONS. o -_. CONSTRUCT A usIll y V us 1 N.. f"� `lr !-40 SEE SHEET C7.OH I�+■I ISM s� S (y � T�. I �ry °� w in o EL ``h -°._______....__._ __ -__ _._._. ,__ -I _,z i _..... __ ��, 2 CONSTRUCT CONCRETE CURB. SEE DETAIL ON SHEET C7.2 •� - __ / ) 0 -r-i-- i N f -___ .__ _._ SEE TYPICAL SECTIONS ON SHEET C7.0 ¢ N LL1 Cr) rip I N__ ___._:._._.__._______ -�\ - �_ \ CONSTRUCT DROPPED CURB. 1" EXPOSURE, 20LFj a 0 / ffr/ cl g ;. v) p i : i - _- CL STA 5+44.00, RT a / g ETF--- _ g - I - ° GL STA. 5+44.00, LT _ 4: N f 5 ` ` i /FP') !_ I I ! j 7.11 ! ' ! - \4 RELOCATE EXISTING IRRIGATION SPRINKLER HEAD. / i/ / PLAN () CL STA. 40N 2R91E PAD FOR GARBAGE CAN AND HOSE BIB ttf �� _ so4 . SCALE: 1"=20' CL STA. 5+85.91, LT CL STA. 7+39.91, LT O.-. C:7- " .- Z � c w _ 1 o - \ INSTALL CLEANOUT s T .y M d CL STA. 7+39.46, 14.5' RT y - CL STA. 4+40.17, 14.5' RT - 3. II SEE PLAN FOR RIM AND IE CID 260 _.__ __ _- - ! - -__._._ ' _ __.___-----------_- _._____ _. _____ - 260 m a CO J X CO - i W ccl z z _ PVI STA: 6+30.00 m III - z z Y g ! I PVI ELEV: 243.71 c-.) .. c3 di a K: 47.60 w § z ¢ ✓ - I � LVC: 80.41 cD 4, - ca c� n c� 0 V - W Cr) N U c7i O O ( i S 1rs+- PVI STA:5+00.00 r 250 ------- ---- PVl-ELE :234.88- ___w w ----- - f . . - -- -'--- -_-- 250 LU K:2 .00 � > U � J en LVC: 4.97 CO ``I - i w Cl) II C3-- NCO In ago - LN ^ -- O O + N + (Ni In rn ! ( O U � � �' U o 2 II Qm c6 � w ` i _ _ - o w LU in 0 240 - ' , w __._. 240 �, Cl)9 z ix 14.1 cy I- -II In i STORM MANHOLE 5 - - 2 Q > ui 0.0531 STANDARD MANHOLE LIJ M �� � ' ,---- � gg LE �„ STORM S ' ICC SyTVAD.• DETAIL 010 0'DN CL ROADWAY T C7.2 - > o ti ! RIM: 248.56 1 Lu _ a g - 6" IE IN 243.12 S) v 3.55% 6" IE IN 243.12 (N) ti z p - 6 "IE IN 244.12 (SE) - cin 8" IE OUT 242.92 (W) a 230 - _-_ 230 w I STORM MANHOLE 4 _ - STANDARD MANHOLE tn 0 2 7 CWD DETAIL 010 ON SHEET C7.2 S.,0 _ STA: 4+25.63, 0.0 CL ROADWAY _ LU RIM: 232.24 SHEET NO. 0 8" IE IN 227.01 (E) _ - 6IE IN 227.01 (s) CENTERLINE PROFILE_ 6" lE IN 227.01 (N) SCALE: HORN NTAL 1"-20' LU 6" IE IN 228.01 (SE) - C3 • 1 w - 10" IE OUT 226.81 (V4, VE TICAL 1"=5' = 220 220 o o 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 JOB NO. o CGC-03 WASHINGTON SQUARE ROAD CL DA TA 15' GRAVE SETBACK R=38.00 . ' [ sTM -e---s - - s - - - - STM - - , - - - - - - - - - - - --- -,�- -x- x �_ C 3 L=179.07 T=38.00 , ,,,,N A=270'00'00" 00'00" -- , , , : : - ._ _ _._._ // DCL STA. 9+89.6 0.40 T] � PC: NEW ROA f r �� : , �� E -r- ; _q-1 --; I / 3 gin; _ ._._._.. I �`' i PT. NEW ROAD CL STA: 11+68.70, 0.00Li- Ct ___,_/i-- I : _i _C•J i ___I ,_ 1 A , ,,,, r._ _(-1 I 04.98"W . - s1. 12' Q--* . i I i I � �_.__ !� _ i) L 3 L=38.00' � I..�..I 17 Pi i I -*.i-- PT NEW ROAD CL STA: 1+68,70, 0.0 1 I I i 1; j € I END. NEW ROAD CL STA. 12+06.70, 0.00 0 10 20 40ii.: 1 1_ / ' _ s _3 k-;.- _ SCALE: 1" = 20' Z [t _ I u � Post D ,arNACE ^ - 3� CURB RETURN DATA` ' . . __ _ __ 1 ,_ - II \ CIi C 4 R 26.00 I J ,� ' a _..- rie iairirIT=26.00 .. 0 -- -1 -- 1 d=9 00 CK - 0 00' - I r I PC: NEW ROAD CL STA: 9+14.13, 11.50 L - --- 1--- � ]-� (9 Lv _ -. _ ! I PC ELEV. 255.16 V \\ i I _ _ _. - --€ ' 1/4 D ELEV. 255.44 UJ I- - _._ ii ; ---._'milli _ - I 1/2 D ELEV. 255.72 (1) _._ N q- ( __. 3/4 D ELEV. 256.00 W , _ __ - ! __..7 -. -_ / _-- -. -_--- PT NEW ROAD CL STA: 11+69.20 11.50' R C\ IA I „ w. : . _ w ui�� w - mss. -- f _ _ PT ELEV. 256.28 I �..�..1 0 I �. 3 d4. w I / �� _ 00 / ! I' __ R-15.00 +00 \ N \ 10+ - ._ _._._..d f L=23.56 4 - - - - I - = t - 256. ; '_ T=15..000 I �ry I ` I /el ten cT s ?�. STA. 9+51.63 = ,5> STA. 12+06.70 I _- � � co �� `� ,`"� �� ® PC: NEW ROAD CL STA: 11+80.20, 11.50' L12 . __�_�_ PC ELEV. 256.66 ��+�_ / / STM STM s STM S ,• ] I-_i.__._.__. �. _ - _..__.__ - _._.__ -: -----I _ ` _ _ ____ _._.._. _._ - 1/4 D ELEV. 256.73 / I _.__.� __- __, _._ _ ____.v._.................._._.e._, ___.___. __ -__.__._ 3..__.. � -� i _.. '�_..._.._.�..._. stir 1/2 D ELEV. 256.79 f ..__-... . i I ___:_._._ _� _ _._.._ .._ _ -- 3/4 D ELEV, 256.88 Z '. i _r ____..._._.. 3 ! i�' E__ J PT NEW ROAD CL STA: 9+78.13, 11.50' L ! s I �I -____E__...____._ ___._-___.____.I ,__.__ ___..-. } ___. 1 PT ELEV. 256.93 Lii "C( _ :2) 1 - 0 - L ! -: 1 1----------fL - - i .I CONSTRUCTION NOTES to N * I I _ i ;._. i_._.__ _ Nil 1 1 CONSTRUCT ASPHALT PAVEMENT PER TYPICAL SECTIONS. ,� f i ; I i SEE SHEET C7.0uo -� W �f s I RR ', , a > o ___. . UJ i I CONSTRUCT CONCRETE CURB. +-e . . 3 f I I j 0 ._._..___....-. I p __-- - � SEE DETAIL ON SHEET C72 z . a _ _- -___..__.e.__._-_.___. ._._.____..._._.__! i SEE TYPICAL SECTIONS ON SHEET C7.0 Qy 1--{ �c to g - I -1- FUTURE 0 , ° cy c� �__._._._.__ - __- I e I FUTURE RIGHT-OF-WAY LINE PER CONDITION 2 OF 3 X 4 CONCRETE PAD FOR GARBAGE CAN AND HOSE 818 . w I FOR DRAINAGE IMPROVEMENTS ----____-- v._.__..._.___. . CL STA. 91 12.13 LT _ i i CITY OF TIGARD CASE FILE MM02015-00026 I.____ I CC3 Q . 1 I SEE SHEET C5.0 1..._.._ I --- _ CL STA. 10+30.67, RT w 0 E (49-FEET FROM CENTERLINE OF SW GREENBURG ROAD) - Z Z �, L 1 0 - Ail , - RELOCATE EXISTING IRRIGATION SPRINKLER HEAD. » � �, T - I I } 15 GRAVE SETBACK �' I i f T- I (FROM FUTURE RIGHT-OF-WAYFGR RG I SEE IRRIGATION PLANS FOR MORE INFORMATION. �� N Ix M RE 0 EENBU ROAD) 1 , : -0 !{ .., - _ 11 1 Z tii 0 §t.,9, -lip ei--:)[, :- I , i - i EXISTING RIGHT-OF-WAY ' •- i a 44 a 44 .. _I - M - I - I (30 FEET FROM CENTE, , ,RLINE OF SW GREENBURG ROAD) I' __._ --! ` - c"v c. a , q1/lal MICA• ! ,,,,,.. _ ,v,„ ,... _ -- - ... j i - , m -. ; i , , , [ , j i , , PLAN SCALE: 1"=20' o w r .6, zs0 i , .,.., .,„,, ��� a _ Z ,. o, w 280 - 280 4+p -_ �46.3 <,...'t.....„, g. ci. _ I m II CO Co J O z rt Q 06 - 0 p Z w ❑- - et1 -- -4 - -_ w z 270 I � � + v0� - 270 0 a 0 a y `° PW STA: 10+65.00 I 1v) ,..„,„.6 v - w +N PVI ELEV.• 258.44 J II 1w N - cv z 9, K: 20.00 Q ,z .- o - _, [I 11 LVC: 80.00 v) �, n p - 1- PO STA: ` 8+50.00 \-k Lei, o I o xt- co i �w w HIGH PT. STA: 10+65.00 _ _ PV! ELEV. 254.14 v c �, HIGH P7 ELEV 258.04 41 csjCC 1 cn K: 20.00 + N + N v cn w N u? o � m f _ LVC: 46.00; I (2, ,- a II _ cn LL; I � w > p o � o � crime � � � 1 �' C) L41 CD Lu Z 260 - _ . , _ i '-- - ---- - _ - - - - 260 0 U' op N ! _03 + N O z v v 2.0 o- -2.00% -1.00q w1:Z1 - 0 w I --__ --w -o cn coIn 0 o - (0 N O>- - �4f)w co to to ,> > M v 250 - _._ 250 w 1 I U z Ce O cn 1 cn _ a S w - I _ N 0 Ili 0> 40 240 SHEET N0. t' 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 1- wC3III 2 w CENTERLINE PROFILE cc SCALE: HORIZONTAL 1"=20' v VERTICAL 1"=5' 0 JOB NO. o CGC-03 a Vi s5µ s514, sSM Ct 55M WsSSh ------y s5M A STORM MANHOLE 1 F- sem, mor STA: 1+54.46,105.80 ' L LLI RIM = 225.20 Sill 6" IE IN 221.50 (NE) s5µ 12" IE IN 219.40 (SW) s5µ 10" IE IN 219.57 (E) __ - 12" IE OUT 219.20 (NW) s1m STORMWATER SWALE _--__•�� LLI L = 100' r*--\ J O s5M SLOPE = 0.50Z \ �i1 CI s5�n W = 4' i a wO// BOTTOM ELEV. = 222.00 TO 222.50 ` \. I 12.0' - - 4.0' - - 12.0' J LL `�r d CD C7 11 15' GRAVE SETBACK - - - - - - I _ TOP OF FREEBOARD 4:1 MAX. CO .. - , _ ®. ...T 4: 1 MAX. r r A oil Err-� ' � ,__ ¢'1 ,it,i, 1.0' MINI S P6 ir r __ rd imi i pi '�� 25 YR ELEV. 223.86 w �?i - + 10YR ELEV. 223.50 0 - -- �" _ �- " �- - '' - 2YR ELEV. 223.00 CO - �- �ti� ~ t _ A WATER QUALITY DEPTH (0.13') 0.13' w �� In 0 LF 0" STORM S = 0.0200 i r DITCH INLET 2 Ct � -- \ STA: 1+67.0395,37 ' L-.No SECTION A-A -----------221- --- NEff . s. ;! RIM = 223,86 e 11 LF 10" STORMS = 0.0136 \ T ---/-of 1 N219.96 (SE) NTS / #I. �� 10" lE OUT`Z]9 96� (WL f 1 , f "�� 1 - M T{ 18" SLIME' AND FLO ' ---- ,,,. ,,,,,,,„/:,,‘., ,,, ,, „_„„.„--\\\K \ ,,die-, I %hi:, leal.M011111. ' i ,,y \ „ 14 \''''' ' , --r \ ,\,-,-'11, \ 8LFis STORMS = 0,0100 �'>- �,'� m N = ` 145 'r © 'i 0 CA ,4 „ -Y„ ''<': r' \ ` ,.� _t if 'C-- - 7-77 - . rJ ,� .`. ,� /7\�\\\ +r,J •f'', r^� v� t A \ ---- -,--'-'7 , „ ,, \-'- -' \'" ' ---- - \ \ ,„.- „- \ ,.--' „--' ,_,,,-'' -17-------. ...._\7,..4,„- ',, \\\\ \ J- r i CD -I H- o v ,,„-'"11; \ �,, / r',r \ r, ' ' \ \ /'' / \\\:\;r , ' D!TCH INLET ] 0 1Q •• w 1 ✓ � v '\ /� STA:`til+6i' 3 8,4' 0 L CTS O 7 \v., r �r r' r\ r,/ / \� r /,. ' "I"\ a ' ` CONSTRUCTION NOTES •-+ tx i for) 1 r ' SWALE LIMITS -'`' ,r' ' GRADING CATCHLINE,, r %' /` =y.222,Q0 wr1' r :701h! r Ou22, u 22 p.1] W) /'` 111 v .- ' TOP OF'\FREEBOARQr' ,r \ `' J �, rn 4,, `err \: r'' WM:1 8 `SU \ Sys 01 CONSTRUCT 4 WIDE WATER QUALITY SWALE PER CWS DRAWINGS N0. 700 AND N0. 710. % C V f J' Jr,J, , '. s r / rr \ eV''' \ SEE SHEET C7.2 - d vi N r ' , \ r .'''' ` `" rJf' \ /'` SEE SHEET L2.0 FOR SWALE LANDSCAPING PLAN `� d x rq \ r- r r J'' \ ,, �` ' f \.J CONSTRUCT MIN. 4' X 4' X 6" DEEP CLASS 50 RlPRAP FLOW DISSIPATER. w ' f J �L r - //- k\ J/ '' \\ 0 INSTALL DITCH INLET PER CWS DRAWING NO. 720. _ a, r' \ �� Jf r,' \� SEE SHEET C7.2 r' rJ /'�f/ �� ' ` \-'` 0 INSTALL DITCH INLET PER CWS DRAWING N0. 720, SEE SHEET C6.0 OA- Nb�' % S 'J/ r�J f`�\\ �' Jr„ WITH FLOW CONTROL STRUCTURE PER DETAIL ON THIS SHEET ��6 r y�y \ r, ,`,".7v\\\ \ r✓ \ / r. e CtJ , L+ r 0 INSTALL STANDARD MANHOLE OVER EXISTING PIPE PER CWS DRAWING Na 010. z :,y,z,� a w o� ,,- � r� '' � SEE SHEET C7.2 � - PI \ \ © t7 p\\\\ "\ ,, ...„ 7r fr ,,, �, / � EXISTING STORM PIPE TO BE REMOVED. � �� �lip /r rr J `r , rel ,,--c r, /��� Jr 0 ,/ r 1111, f-' / / r • J EL J Z / W \J''w \ V "V\ ,, Z W . Z EIMI /� g 11 W Q y / N LU Li Z Y cn (-) H c w RIM ELEV. 223,86 0 ct a c \ ''r- 10" DIA. OVERFLOW RISER W/ TEE. A '' STORM MANHOLE 2 i ALUMINUM OR APPROVED EQUAL s SEE SHEET C3.0 r ELEV. 223.70 v / 5 -1+0 _ - _� SHEAR GAT1 CONTROL ROD.- 2:, ------ � ``� �� ATTACHED TO DITCH INLET LU 2 � If � f RIM ELEV. 222.00 , - 6" SHEAR GATE ALUMINUM �,r) (.9 `-� - OR APPROVED EQUAL LU U7 `JCD '\ , \\ \\ ,\J \\ \\ \\ \ 10" IE OUT 219.96 10" IE IN 219.96UJ 10" !E OUT 22x.11 J JJ\\\ ` 5 -'rrf r', \\\ J�\\'�� °\\ \`\\ \`\ \� \\\ 03 I SUMP ELEV. 218.61 cn _ °\ ,r'` \ `\ \ - >J'" \ \ REMOVABLE ORIFICE W r J'\ \ J; \ \\ \ \\ ,r r. \\ \\ \\ \\ , SUMP ELEV, 217.96 0 \ \ \ \ \ \ ' \ \ \ PLATE WITH 2.5 _ \ \ `\ K \ \ \ \- ` \ \ ORIFICE HOLE AT W \\ \\\ \` .,' \\ \\\ \\ `\\�r \ CENTER A \ °\ ` \\ \ \ \ \ r\` rr' .rr DITCH INLET 1 \\ \ \Jr� \ \ \\ \ ,, rr \\ r` `° - \ , \ - r DITCH INLET 2 W C7 U o SWALE PLAN cr) /co SCALE: 1"=10' V CD CS Lu W11� DITCH INLET DETAIL to 1, NTS N LLI LU SHEET NO. 0 A 0 0 5 10 20 1- Lii C4 0 U SCALE: 1" = 10' ■ .,Li, U .108 N0. 0 CGC-03 L_ WASHINGTON SQUARE ROAD eh RIM 231.78 RIM 236.14 IE 228.28 11 LF � IE 231.64 11 LF 22 LF Q S = 0.0327 S = 0.0577 S = 0.0577 ' ,rte 22 LF, 22 LF, 22 LF, 22 LF, 22 LF, 22 LF, 22 LF,. 22 LF •. S=0.0339 S=0.0339 S=0.0339 5=0.0339 S=0.0577 5=0.0577 S=0.0577 RIM 228.26 4 L � S = .* - - sry - - s� - - s� - - SIN - - - - at>v 0313 0 IE 224.79 a r -2 0 p 3 S_:-...„...---1 a• IE 229.03 [\IE 229.78 IE 230.53 IE 231.28 NIE 232.27 rIE 233.54 IE 234.81 1 2 313 S = 227.59 IE 236.08 ' 22 1 3 S �y `!E 226.89 .._,.. .. ,. . .,_ iy 0 -S - v.03sni \!E 226.19 L.L P SIE 225.49 i _.._. - - - - _ -® w II L 0i i t I i (- ----1 LJ1.) ..- --11.--9- J 1II= L / fl0 rE22 € i • i , 11 5 . - ..:_ tq tn. M - i _ 4 ' fl' !E 25 __ N ;In o o iId oo ci Id 0 0 i - _-__.- __ [�__ Il II II II II II EI1 L.L mil Z i , i fl � i I 3 _ - _ �a- it : ,car 3.. 3 ...__.._._.... Q 3 °1 - 3 3 --�--�] cn.,1!! • 123.5.4. ; - i ! u ; - - - _ � ___I0 3R!M 226.59 4 i S ...._ L , , a I �_ i _ IW; � I 1 IE 222.72 ��, aniz) __--.._- --_ ___.__ _..____a_.____ ___ __.__..___.__I U 2� fl' lE 2 .737 - 1 _.____....__._.____._____._ 1 __. . - _ _.._ __ _.__ -_._-- - _ _ _.____.__.._- _ � d Z 4 Q o ____ ,___ - -----..... -_.__-_ 1,_____-___ __----. . __-____ _._._ ____- Oi Lu I wir i Ion I ! 4 r ca -; II 11-1 - - i !+ � rn i vJ I i *+ i _ i 2 . o _- - - -- R!M 226.19 i i C i W w�I s w w w w - W • - 40 0 IE 222.16 /157/c) 1/4/11 , . ii --_01 ; to E i w !E 227.27 ELIJ `/ ,� � I kz ; ! ' __ !E 226.s3 5+00 6+00 E i ! w +00 �;, STORM MANHOLE 4 ' Q fl - -, !E 226.41 f �a....._.__.._...._ 144 � IE 235.000 .. 76 LF ;0 i ` I ; ! IE 228.11 Cp s = 0.008 f ._.� ___ 226.00 ®IL 0 _€ ,_._. +� E c / '- _. f is_ ._i i _..... --.w_ l__ I s,ti 0 sin SIM SRI - SIN 0 1 Q sni ._._._._._._.____.-_, 1----- IE 225 sig0Mak .f• C) 0 .___ 65 LF, _.._ 6 F,_ 26 ILF II = = 625 _- -"S=.0:0625 f/ � � .. _...w_. .__._.__ _ � >‘' /� Q 22 LF22 LF, 2222 LF,__ __ __ S 0 050 S 0.0 ' 23 LF, 22 j S=0.0050 S=0.050 S 050 S=U050 _......... -- --)4NC' / �' ; IE •'J 14 `�J s=o. o5o S= .005o C - . a y S RM M 3 _ = , S=0.0050 09 DECIDI I �' / 07' DEC1D. i21" DELI t� N u -� �� 26.44 DECD_ a 2 a' N -11118_ 1 VIP'^ { I / ' _ __] as" I i ' O sni, , i ! _ IE 224.80 .• Q I I - ` �/] o M I / I � p.if, 4001111Pr/ • r- 3 ' 1 Ico cg STORM MANHOLEt. _ l i _ I z a, STA: 1+54.46, 1 .8 L CL ROADWAY ' r -_ e i 224.61 28 , �, __-_ --_! - _ ___ �- o RIM: 225.20 a c,�_ !"-. __ _ S=0.0050 , C;..{ cl Q I 6" IE IN 220.4 (NE) / f _._ 12" !E !N 219. 0 SW / / '_ }____.___., 10 IE IN 219 57 (E) i -__-_-- 12 1E OUT 19.20 ( /7/ 7 /�/ � ; OXO __.___._.__._ __ .� s=0.0050 • U' Q -_ i..--- I -----L--JIE 224.38 - - __ ;■ . •- , � �` , s � atillkh:;* 2oa' 1 ' �- � oN / /� 050 f' oAi iii It/ �5" DECDECI i i �n o • I !E 224.17 S=0.01550A / /Ala �� Z € 44i 4) / //:/ i / in in o In to o to LO 4. / ' ' - -- 34 I , Z o c� o a o 0 0 __J.1_ i illi 1DEt 97---1 a- •- o; w (.0050 o o . __ -. .___._....._.--._-_--1 L17 a ,c, cn0 � ! to 0 li t2.1 NI 15' GRAVE SETBACK { /� 11-ul o cii `�`°a �� T,. // /7 el tNi �/ � /yam ....1 -I to co 1 STORM MANN i 2V ma' 1r) cs to S. Nto ea CO to co I IE 2 5.0 11 • a . o rN (� E �Ec� _ cNi CLLI7 ! /� i 7f)(C _IA'1� z I L! • II O W 1D' IJ CVD. 1'COi ,_ 10 I0.005, . go g II �' N "� M 1.11M 1 �; _ ; tu 002 i f� I j 4 w D q i II ; _ w = Z CI CI 0 In / -I ' __ _-_ __- _ _ __- (��jJ} to I a 7,-. ..N o 1 o / Ail 6 t.,-) 1 II r1- Eli LLJ i _ _ co / / 1 -._ _._.K I _ - c\II- - ___ , .,1 .1 I 4 � I i c, ' ` ° Mimi r i , .;_._ I I _ -- 4 or Z 1 - _ __ m}--' i I-----_-____i: // .• EMI 10' DECID. ! !c mu 21" DELI cit w 0 / ' -1 - Illi - I: i. - [--- E fi I 1 - ii ,,, r -- ITT i E . , fi 11 ________ ce i L e 0 .-_._._._._._.__.__ .__.,._..._.,._.� _._____......«. .......... - t - I �_ !r1IL' ' -11 f x I 1.I _.. _....._-._ ..._..._.........____....__... .__ _. _-. p`E I 1 I - l Q _.CY) •r" . ... �1 rr rr - - 1' In k .. .............. r - ._-__. ._.__,..._-_'"'--_ - i li w 1~i��. - - ,r� rr rr rir �.: er ar W W W w `jAj A „_.., ._i O I0:0 infl= W 0 1 ii I v 1 a s� MAXIMUM MAXIMUM LMAXlMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUMMAXIMUM MAXIMUM MAXIMUM /MAXIMUM MAXIMUM L MAXIMUM MAXIMUM ' '� z ce o 17I co s.\\,' DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT DEP7H=3FT DEPTH=3FT DEPTH=3FT DEPT1-1=3FT DEP7H=3FT DEPTH=3FT DEPTH=3FT DEPT1-1=3FT DEPTH=3FT DEPTH=3FT DEPTH=3FT <(1> < --Z FS ,_, W IT l ^ w LLI CN A CONSTRUCTION NOTES SHEET NO. O 1. INSTALL STANDARD CLEANOUTS PER CWS DRAWING NO. 4. INSTALL 6" PERFORATED PIPE PER DETAIL. 6, PROTECT EXISTING TREE. ROUTE PERFORATED PIPE AROUND 0 500. SEE SHEET C7.2 SEE SHEET C7.0 TREE. EXCAVATE WITH CAUTION TO AVOID DAMAGE TO TREE z ROOTS. 0 10 20 40 z W 2. INSTALL 6" SOUD PIPE PER PIPE TRENCHING DETAIL 5. INSTALL 120X1.5" ADS ADVANEDGE PANEL PIPE WITH , mom C 5 • 0 N SEE SHEET C7.0 GEOTEXTILE COVER PER NARROW PIPE TRENCHING DETAIL. 7. CONSTRUCT WEEP HOLE IN EXISTING CURB. iimom = SEE SHEET C7.0. SCALE: 1" = 20' v 3. INSTALL 12"X1.5" ADS ADVANEDGE PANEL PIPE WITH LAYOUT ROUTE FOR REVIEW BY CIVIL ENGINEER AND U GEOTEXTILE COVER PER NARROW PIPE TRENCHING DETAIL. CEMETERY MAINTENANCE PRIOR TO INSTALLATION. JOB NO. SEE SHEET C7.0 CGC-03 a: - - IM 25 • !E1 237 02 5 0 4 S = 0.0535 0 ESi f 241 ©11 0 0 RIE 2 .10 O 0 CD 4 0 o 0 1E RIM 25200 WASHINGTON SQUARE ROAD TSP RIGHT-OF-WAY LINE PER CONDITION #2 OF CITY OF 11 LF TIGARD CASE FILE MMD2015-00026 01 I C_)S2 00169 S2 0.0707 - S2 0.0707 O 2S2 0.0535 Q SZ 0.0707 S2 0.0707- S2 0.0707 -v S�Q 0945 _S�0.D355 ^S Q.0355 S?0355 S 0.0355 S 3 - - - - - - - - - - (49--FEET FROM CENTERLINE OF S W GREENBURG ROAD) "� -x :: STY STM SIM SIM - Sill .. STM STM STY S1Y Y X �~ 1E 236.98 1E 238.16 IE 239.33 IE 240.51 IE 241.88 IE 243.44 1E 244.49 IE 246.02 IE 248.88 IE 249.66 \IE 250.44 1E 251.22 15' GRAVE SETBACK �` SS ' 11 LF x • ` I ! f ! I _ / \\\ \ / r; / LLI s-- --! I • _,_. 1; 7--- - 1 ; 1 __________ : . __, 1 110 IE I I I � I i i _ �k: ± i± i1L R 00 -1--- =-` .) NI re) N ! 1.� ? p .0 1 ,c,, , d ,p---,,„ - .c:).. t I7 L . ' e,., I0_, I4ii® kii! , , ! , ,„, ' 10II Ta-_r_.,, f/ _ `,„ , _ I II L1! ± L CD, 7 \\ _ 1__________ _..._ ---,7-7,_ 1 willim W (E:-.)_. I Mal _ _ IIIIIIIIIIIII __. i___ 1 aG fIn 1, i_re) _ : i. ., I Mall 4 Ct cp _ - I--. ._ 1 I _ -... _ _ 15 GRAVE SETBACK- TSP - I I I - I I _. 1 GREENBURG ROAD) C, (FROMRIGHT I j mis L t- I - I EX1 - - �"_p jSTING RIGHT OF WAYI I (30 FEET FROM CENTERLINE OF SW - 1 IFI_- ! _ I r-.., • I rGREENBURG ROAD)I 1 i_. • , a w w w _-- - �v w - _w= = w • w- w w 1E 252.67 w ` • -r-. r -..» ,. �-Ll �1E 238.53 \IE 236.14 \1E 242.04 �1E 246.18-\1E 244.3M \1E 25.43 SIE 246.$9 \1E 247.52 \IE 5 \1E 249.57 250,32 �1E 251.08 \IE 251.67 \E52.17 0 --- t • -.__._...._...f._..................- .-- _ I a 1 w 1 12+07 - + .- 7+00 8+00 9+00 cv 10 _--, - ,....__._.__ 1 N -�O / , 1 ' ` R1M 257.0. !_-__ __._ ._- {I - / / Et IE 243.500 EI 246.502 O Q 1E 253.50 !__.._ .._._______-_ 1 "-------___..__.__- RIM 257.:9 ( ) a SDI SIM o STY SW snl SRI �► SW STY J IE 254.3: o V 0 ,__________ _ 0 _...... T 40 _______________________________ ..__.,................._____ _ - 26 26 LK-7 ' 26 LF 1 26 LF I 1 1 1 I i 64 LF T _ I 100 LF I - WOLF, i � / fr -5.. .--0-6-28- --S=e-.06251 S=p.062 S-Q.0625 I i ' I S=0.0267 S= ,0267 I s=6;0267 - _ ____ __.._.._._ / • I I I _- _ I -_ __ _ S=0.0086;ICE i - . . I I - I 1 - I ` k. i19" DECD. I 1 I i ____O 20" DEC D. I 1 O16C1D 18" DECO. �. DE I 1 • • I r 81. CIS? I ! ! I I ! i I 1 1 I ill' I` O I �' ! I I I 1 ---1 ! ! I ( _ -. I ' E 1'TY \ CONI Q rn I • *II � ° 'l• € ! ! i I I ^i I E I � ' V I I , : 3 I • T •-I _.] !.___ - IMI Mir 1 i /i >x 0 J( ! ! CL) w • 6___ L._ L e-64 i ...._ i I I 1 3 �_ I i• 113 DI C1 _- t -._ _ _ ( ! zw D 1 ! i E I �•�/ I ; I 1. a) 1 I I I - _-_ .,_ ! 1 0$ DE ID. I I ! I I I � / ,,, b-i 4 i ,_1(1) _i< Li) E - ! a I __ __ . ! ---_ -___,._..,.._ �__t. _...... N it 1 I 1 I I i I i j ` ! Erl/ c� o -_ rI 1 - _- _ _,._..._. . _ - _ _ _ 1 �--1 . �tf I , E I , f E ! -01 . I - 0 / Ct 0 •r-i i r,") i 20I=HYDi aa . _ -_.__ I _- - - _ __._._..,._...--` { - -'-! _ __ _...._........... _ ___ _. ---' j a -' -- .. __ ` _ I Z LI3 U I 1 I ! +8 CDNIF. tiir 1 o I 1 I w i! ,~ - *".....,:,--. _ *. _ i J -T--. 1 I ___.___- ._____. _._.___-__-__ -__.___.._ ___ ! __- -------_ __................... 1_-] r 03' DE _. _ _ ori 1 Po , fr /1 / I I 79" DECSD. I % 19" DECID. __.._... 1 119" DECI1. I __ _..__ _- _.__.. ! 17" DEC D. € ? I 17" DECID, _ _..__.,_.._ ---..,.__ - '�^ f ' I I ! _ Q$' DECD. E € ' - __._... ..................... !EGI _ - _ 'J °' :�_DE.CL1 F 55 3 i I I • I i I I 1 , ! i I I f ! , t l -- i _ _ . ....__.. - f-.- __.. ....... G2_. ._..____.._ I 1-� I E I -i N �I { ' of I ! I . / / � I 1 , 1 I I i ! u ' 3 ' I �- _ P ! ___._._. _ I I I 1 I' /1 / 25tECID. G 25fi _ 25�- E I4 I-- _ �' !! i I ! E +� G l: _f I E «�6 1 j ! co 1 I 1 i - I 1 - ! ! _ sO� I I ! I - 1 I DE 33taCONw1 I-- -_- I6 C D. 1 . I { I € - i i`j yn Q] W .-1 IIII s , ; I 1 1 1 I I _ 1 i ! E I I I i I. I ! I 3 ` I r Q _ Or- --aEQla -- - -_. _ __ _- I I r I C( IIFI -- I r '�t���//� 02" IDECID. I I I 1 ! G 246.3 G 25e.' � -.-- ___ _ - - - 1 _ __.__..__...._._. G._..25.6.Q5._._..______ I --__._ _____.__.. 6.. 1 I 1 I I 1 I ! I i F ' !'` / ,1 r! m �' m c0 C i i O 1 -b N 9 CI(�. DELI� . I 7'r DE 6 Q j I I I LAID. 7 r 20" DE 22" DEC D_ 1 ! I _ _ _..._ $" DECDECID. - --- .... .__... _ - HiH , _ - ' a G �61 ! j L I � LUi 6 SE E _ . [ 6 .DE�11 r� - 110 U ill JI; - I i ' ! 1 I I I I I -; [ ! s I I V 7 I �-. I � _ I E I 3 '� ! i 6 ' ! • i I ! ! I I I - -) I I ' CI I : 5 0 1 014" CL: C11,_ 1 J U? I I � ---, 4 - _€ _ I ! i � 26 LLJ ' I ; £ 1 I I ! i I ' ' I �.. I IA fr w 1 I I I i j i ; i t Iii ! 0 1 I �- ; i - E i ! F ! 1 Q lEli I H4 / CO to I , _ { ! E `� - € i i [ ' f I EG 24. .! , I I I I ! _ I __.._....._._ j f . I 346 I I -; ..............�, 1 ! P ! I 1 III1 ! r a 1 - 1 1 - _-. _ I z _) I f ! I ! ! 1 ! 1 { j I I : / 1 i ! --` f f O U ! 118" DECID, ! I -_Y I !19" DECD. ! I 19" DECIb. 21 DECIQ. ~ I5 Icit:HO_H, ! ! I -_ I 1 ! I ' DECIQ� Cl .' f. O I ! 8 DE z C- ! 1 i I 1 I -t-- I- , 1 I I w , I F i MEI / w Ii I! I 1 ! _ ! } , - r 1111111 `n i 1111111 to t _ - --_ I- -_- - _ _ Fh.-1' • _H.H...J , r'114-1 w ! i f2 I I Aft _. ! o 1 r C I c-> z // i, I / Z f IF . I I I I I i if 5 w LU 1 N }- in LU c\I A CONSTRUCTION NOTES 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. 0 500. SEE SHEET C7.2 SEE SHEET C7.0 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 WITH 0 10 20 40 0 SEE SHEET C7.0 GEOTEXTILE COVER PER NARROW PIPE TRENCHING DETAIL 7. CONSTRUCT WEEP HOLE IN EXISTING CURB. w SEE SHEET C7.0 o 3. INSTALL 12"X1.5" ADS ADVANEDGE PANEL PIPE WITH LAYOUT ROUTE FOR REVIEW BY CIWL ENGINEER AND SCALE: 1" = 20' GEOTEXTILE COVER PER NARROW PIPE TRENCHING DETAIL. CEMETERY MAINTENANCE PRIOR TO INSTALLATION. vSEE SHEET C7.0 JOB NO. a. CGC-03 WASHINGTON SQUARE ROAD TSP RIGHT-OF-WAY LINE PER CONDITION #2 OF CITY OF 15' GRAVE SETBACK TIGARD CASE FILE MMD2015-00026 (49-FEET FROM CENTERLINE OF SW GREENBURG ROAD) " 7 N, \ .IM - SIM .,i — TiH _ SIM - 1 I M -- ••STM - -- —5IM 1 — -- -- — — — --` — - - SS J 1 STS ------ / STM �� - T.-_ -.- --... ��—=T- —..,.--7----- ---- ,-- , ---., -- :1. F L. 7 .._ fr--- 1.__--- __, ____.:17.=. ',.--'''''..::::::::1 ::-....1.-- ri.____:_-_-_-_ ::::::-_-.-_-_7_ I 1---_-_ -_-_, - - . ,L......... L.-4.----i,----4-*F„. --1---i, - .-- i 1 _...... ,, , __,, ,1, _, _1 T, E E ;.; 1_ 5 E ! I E ; L-----1 1.---; -..1 L ; a:° -. -E -aa.f., ..a..,- r...-- \ > i ... ..".".'1 F- T 71--- 1 -:I!-- —4— MB 1.111111.1 IIIIII! --.7:::.' ---: — —17H1:11-71 . C;) / / j ;i I -- �f �i ;I .1 I i - r l ICK 1 I I ` ,3 f 4n I vi — L° n-_ i------14 — — Ti __ •( �,_,,,�.,�. 1 ._ ..__ '_- w---.i _ -- .—.y _ --_ - _ i— il. H _�€ .._.1: • ._�._. I .___ t---'h--.Y-"'-_! .!-'—"T Y 1 § t- _..h__.- .._-.- .. `-,- _�___j � a _ _ - r r ST e 1 1 1 i y! € _ �,- - _ 1 i IM € I 1 i E i } {f .j1__ _ � 11111 ; } ° g .,.,...� _—_ Y -._ __ ^__^^.j f""_' € -__ _^'_ 1 i 6 1 i ."-. - '---"-"' .__ _.`-_._._, r'.__ 1 I '' 1 j t i ; !II € i I- ! _- 4 1' 3 x i i` _.... ._ . I _`.__.._ i _ !;-.-�___.._.i-...__ I.«___ 6 -I... --1 .... _.. .....® _ - € y\� L ,u ' [[ 1 i i .-_ iI ( I I i _ 1 �- *1 . ._ I z I.J.! S I € i € € L s T.._ r GL....STA. ...4+.33...4. 4.3.5= L —. - - 1 i J 1 .' I } s f I I :=: �' :.: r ! : �� •,r 1 ',r 1, 1�,'.'3, s I f C 4 i , r W : ►, • CL STA, 5+87.251 13.5-L : CL IS 14125, X3:5 _L-i, - , _ i I I I i 1- I -= I 11 i _ ;t--- 0 0d - L STA: 1 Q+2 69 I1 R 1: -T , ;. 1 , E mI 11 € - ° 1 _ 4+00 5+00 6+00 7+00 8+00 9+00 + 10+0 _ .. a �/ : x 1 I I I I -�W " W 067 Y I : / sm. +85.38, 13;5� T- �"� - 2+ 0 ----- , 4- a ; o /I • lir ---�, _ o * fii/ / �'J - �j- 0a9 DEAD- 0 1'DEC!. ; s 19•DE 2zo•DECD. hs, / r - �07 DEAD. t y �,7,4•DEC,]. �,8'DECO. 4ECu- e� N: _. , , ' I • C�°6•Mao _ — .- .,_ 'g ��� 77} lk } - d �� ram L-. I a+'DED �� �f� + �cDrl.rir �� LL n {�,�gym. EXISTING RIGHT-OF-WAY �� rr� 77•T411411 L_, 1- j: 7�/ i--1.-... .....' ' I ` ; (30 FEET FROM CENTERLINE OF SW GREENBURG ROAD) ` ' i/ / �'/ r: ' I II I I ! II I II i — W w/_ 115' GRAVE SETBACK rr./7 E 111111111M4 I-1, !' 1 : 1 :. , (FROM TSP RIGHT-OF-WAY OF � MQr. ��� � ��i 0D5•DEdf. • t�,9 DEDI} � ,9 DEcu. 0,9 DECD. GREENBURG ROAD1co . , . �� ri r «! , n,-rIFrn ODr DECP. -. I _�I .= t' j , 142855'L --H'7 o� _ �■= ■I= LU L/' 1 ` f 1 I �Nue 2EuD. �.nMINIUM IM mnit71� r� ! Et/ El ..__...... _.. 11I...7 j -r_- ' v 111111111 om tr . "X:, }Ifi DEC!. x -.c.. / II 1 .. - =EM Mel I _ ' oz'DEcio, - c _ F _1.VII ---""i _ NI, 1 = �,r >� iECFI - MOM INIIMI=.11 I�� NEM MIN _ I Q �7! DEC (`kf__ �� � 6 DECID. r�_� In'Dia cora. :° . ,r. _ I _ ' zD'DE as •D 19'on+ - / / I1 • _..__._. �1_ �I hx M ^7 I 01 .F " fZ 16_Qcrip r�ii MOMS ,„ I { ut�. Q ■■■ Ei-E1- I. ® _- / 1•I I _ I mos � , firr I = w� ECS _: . -.. 1� 1. !_E,,..i _F'I € V 10•CECI,. _lAre Q I I • WM MI �- ff'' YMei NM _sI II ' - - 08•DE 1). IS DECD. i- .. ,• J 19•DEC•. {)19•DECD, 021°DEC. 0 5•DECID. +p 118 D w �r "0 in CRC _._._f.__ .... r 1 - 1- .. Ec1 t ,n1°rFCID 1M FM VD +z ' C� iii :1� 2l•DEC 18•D �• 4J . 11 • PM. 1 �_ -, 1- r —�E - ISI f a Akaf A EMI o � i4� oa 1. J cn C] : Ct 0 •,~ OG T I Mr", EXISTING DRIVE AISLE (.. Z �/ w v -- - - -- - - II Q 2 0 © '1E1,7 I z• A C� tl 41 N I i i „,.. _„ I : 1 ! W el / , . � � p 4 tII , .,,e,....__ 1 - N a I L _ - 1 1 !\ 0 `4 t1. .. Nix 'I 1 .- p r < 4? CoQ SCD .5 ct z acs _ o � � 1 / / �/ X4#4 - iy 1 i • /-Y1/ 1 po Ei r co CV EXISTTN 5/8" WATER METER - 2 t` -t CONSTRUCTION NOTES o Li 1- 0 CONNECT TO EXISTING WATER LINE. UJ ? li; r CONTRACTOR SHALL POTHOLE PRIOR TO v - . 1.30 EX GRAVE -- EXISTING TO VERIFY LOCATION, DEPTH M AND SIZE OF EXISTING WATER LINE. U EX.CURB ABANDON EXISTING WATER LINE UPSTREAM OF CONNECTION. o CONTRACTOR SHALL VERIFY EXTENT OF w IF rr - ---- I EXISTING WATER SYSTEM WITH w 1 X 1 TEE z ARBAGE CAN EX ROADWAY MAINTENANCE STAFF PRIOR TO \ow/ INSTALLATION OF NEW WATER LINE. 6 z CD / ® INSTALL 920 LF OF 1" WATER LINE. 0 1" WATER MAIN • N MATCH EXISTING WATER LINE SIZE. 0 20 40 80 o z U z a CONNECT EXISTING OFFICE BUILDING TO o p 0 SCALE: 1" = 40' co CURB LINE NEW WATER MAIN, z a CONTRACTOR SHALL COORDINATE WITH a _ / MAINTENANCE STAFF TO CONFIRM �- ELECTRICAL CONDUIT / o (FUTURE USE LOCATION OF WATER AT EXISTING ) BUILDING. cn r 4 INSTALL 1030 LF OF 1" WATER LINE. - w Q M w C) INSTALL FREE STANDING HOSE BIB. > c.? H 0.50 / / 0 . MATCH EXISTING FOR SIZE AND HEIGHT. 0 �6 J INSTALL BLOWOFF A T END OF WA TFR "' 0 DOMESTIC WATER LINE. v STORM _LINE_- e . _____.-__._.__. _ ____-_ z ce CID - 7 INSTALL 2" CONDUIT FOR FUTURE LOW - V) IRRIGA TION WATER ,////:/// VOLTAGE USE. } CL ROAD / LL1 / o w w c, ENL A R GED VIEW SECTION VIEW A —A sHEr NO. 1- SCALE 1" = 5' NTS z v - c' 6 . O w U_ U JOB NO. 0 CGC-03 EXISTING GRADE - 14" MEDIA FILTER DRAIN MIX >- Q 6" DEPTH MIN. Ce 1 w - 22.6' - 10.8' TRAVEL LANE - 10.8' TRAVEL LANE W W Jr W W Jr W W W W W W W W W 6" MIN. W W W W W W W Jr 4H:1 V MAX. 2.0 ' 2.0% 4H: ]V MAX. W W W W W W W W W W Jr W W W W Jr 4" PVC CONNECTION AT j�%��%�////J//// jI��.f///J/J _ TEES WITH ADS A D VANED GE U ,:„,:,,!-1 affillfififT*Tata a, 4. a. a, a a 4.. a!M+44-,fl 'Ai.f.n.41 • �► lt- tit +» � 4 \c.D. •c 12"X4" END OUTLET FITTING J Q r Q 0 CONCRETE CURB i d PER WASN.CO. DETAIL 2020 FULL DEPTH PAVEMENT SECTION VARIES °r!� ff }� L J 1 d SEE SHEET C6.1 ♦ • 12 X1.5 ADS ADVANEDGE PANEL r � 3.5 LEVEL 2, Y2 INCH DENSE HMAC 0 10" OF 3/4"-0" AGGREGATE ) �4 ► PIPE WITH GEOTEXTILE COVER V I \ 1.- � H SUBGRADE GEOTEXTILE I'-- 3" -OH( 0 Ir. '2. --�--I r-, , l (---) 1 cm , c-- V TYPICAL S - NY CEMETERY ROAD 1-1/2" - 3/4" DRAIN ROCK w OC STA. 0+06. 00 TO STA. 0+29. 74 EXISTING SUBGRADE NARROW PIPE TRENCHING DETAIL NTS CL' 1 a :: {..) O o, 7 �I u' us 5 c2 En a, w � 10 u' � EXISTING GRADE 24" - TOPSOILa o - 24' 6" DEPTH MIN. - C+.i 11.5' EL( ,1- ri-:,-.) P:, ia• Do ITRAVEL LANE 11.5' TRAVEL LANE � vvvvvvvvvvvv N � � vvvvvvvvOC7 !+■�I Wx 4H:IVMAX. 2.0 2Qq 4H:1VMAX. 7 v v v v v VVVVV v z � , - Jf/fJ, 7�/// 6" MIN vvvvvvvvvvvv ' �; _ � v) - I° ,'� J %/ gJ/�i�'/lL/ ''.�ai �i�%��//�� 7 v v v v v v v v v v v " °' ��w. c V v V61z tI cNri ,�,s, �s- - _ -._ � �4 vvvv vv vvv 6" PVC PIPE 4W.41•1117#74-+�'!.' Walk.♦ 'i ..r II..r4. .i yr �' i► . �w - W 0 Go N '44C4*-- 1 `t51. m '''', .,4.,r. ... -' z,r r 1' . )"; :.rya>,7 "`5 z.. r� ry n C.� O. VARIES AWA a ¢ WI CONCRETE CURB ;OP ~i ) • D( N PER WASH.CO. DETAIL 2020 � � FULL DEPTH PAVEMENT SECTION 3» ,y 0 \& � 4aw-cc:111101. �p� ` �� SEE SHEET C6.1 3.5" LEVEL 2, 12 INCH DENSE HMAC %-�o o c3 \v v- 1-1/2" - 3/4" �c.`�© �,y, NN 10" OF 3/4"-0" AGGREGATE f ! I I I I DRAIN ROCK 0 - * SUBGRADE GEOTEXTILE w. sc �� z TYPICAL SECTION - NEW CEME TER Y ROAD EXISTING SUBGRADE ,9�� , �' M STA. 0+38. 90 TO STA. 9+51.63 MAINLINE PIPE TRENCHING DETAIL m m s N z NTS Q LLI b LU 0 , Q V o cli F- I w _ 24' g - 11.5' TRAVEL LANE � 11.5' TRAVEL LANE z Z o o i 0 2.0q v -- 0 4H: 1 V MAX. 2.0% 1„ 4H:1 V MAX. o C15 i TrWaliWitPrillrir. . z/If(f Aer4 e z e R"-yrzeeir:eie" adffersitrzezA 0 ) , --Amniz-fisit.:477. Risociii-71100A-4.44p- '14-tilifiaPWARIMIN. --...*, , co w w CONCRETE CURB PER WASH.CO. DETAIL 2020 SEE SHEET C6.1 FULL DEPTH PAVEMENT SECTION 0 3.5" LEVEL 2, 12 INCH DENSE HMAC ,,, 0 10" OF 3/4"--0" AGGREGATE E.3 SUBGRADE CEO TEXTILE z 0 w Q W TYPICAL SECTION - NEW CEMETERY ROAD 0 . UJ 0STA. 9+51.63 TO STA. 12+06. 70 U-1 SHEET NO. 0 Q c_D IZ1- = UJ cw C7 . 0 Lu tr U JOB NO. 0 CGC-03 L. e Ct w I— W HINGED DEFLECTOR TO FACILITATE CLEAN-OUT GRATE RIM RIM ELEV. �--/ Ct 45' BEND 1 1 ROTATE AS (SEE PLAN) Ci) I �..1 0 REQUIRED. 12,. 12" MAX. MIN. Q . .... < 5 NOTE: CONTRACTOR SHALL LU L L_ DETERMINE THE REQUIRED FITTINGS NEEDED FOR EACH r` 'T 6" CATCH BASIN. { MIN. 4r OS = IE AS NOTED 24" X 24" U — ON PLANS ►O w USE PIPE MANUFACTURES ADAPTER CONNECTOR OR I..L FLEXIBLE COUPLING WITH STAINLESS STEEL CLAMPS OR r APPROVED EQUAL. V CA TCHBA SIN N.T.S. D: TA --� C0 0 O a ) uu� (Owl� rN ,--e C/) z "' g 1/41.1 v • � � 11 z J G U . Ell 1 W "ISEE NOTE O SEE NOTE 4 ct0 3 0 L' i : •• . . PIPE TO PIPEZ : P4 W 0 4' a . LLS y .--i ill O Q I7 M E Iia Lu � '-: SIZE AND SLOPE1111111 1111 c `` 0 N PIPE TAP 00a.0 (SEE PLAN) c. o z 0 SEE NOTE0 V , -1 esi p,,, N. NOTES: ,r.r Nye o 4 ,9 d a: , . 1. BREAK OUT WALL 2" MIN., 4" MAX. CLEAR OF PIPE WALL. GROUT SPACE WITH +4. z o ��et z NOTES: • NON-SHRINK GROUT. 1. ALL MANHOLE SECTIONS SHALL •• '.., : 14 • O� c: C9 Z ~ CONFORM TO THE REQUIREMENTS y �' ` 0 `� OF ASTM C-478 AND APPLICABLE �4• ' • !� • "FERNCO" �/ `�'� v DRAWING FAI NO.OF STDMANHOLE ;. d 2. USE FERNCO FLEXIBLE COUPLING WITH STAINLESS STEEL CLAMPS OR APPROVED �� ��, ix EQUAL AS REQUIRED. / 2. INLET AND OUTLET PIPE NOT TO EXCEED -4;10,.. N., ,g r 1B"DIA. 3. PROVIDE SPECIAL DETAIL FOR OUTLET FLOW MANHOLE OR CATCH BASIN 3. CUT HOLE INTO PIPE AND INSTALL "FOWLER" SEWER BOOT TAP OR APPROVED _ IIiIII1INLET IIIIIIICIIIIIIIIF OUTLET 4. ALL OUTLETS SHALL HAVE DIA. MANHOLE CONTROL EQUAL. DEWCE. coJ [e coJ � 2 3 SUMP VOLUME AVAILABLE s MINIMUM MAXIMUM CO 6O#'V " M.H.= 58,9 CF 9B.1 CF Q --I 72- MR= 84.8 CF 141.3 CF PIPE CONNECTION o LU PLAN 84" M.H.— 115.4 CF 192.3 CF Z Z Y 11 j PROVIDE SPECIAL DETAIL FOR VOLUME N.T.S. w 2 Ili Cl REQUIREMENTS EXCEEDING 192.3 CF LL NI_ A SUMP VOLUME REQUIREMENTS C� 20 CF/1.O CFS OF INFLOW U' , U ;'- 58.9 CF MINIMUM REQUIRED Cl) :ao_, / 5" MINIMUM •,+- LLL '• -':!, REMOVABLE WATERTIGHT CAP 2 ':.4 CO * . `' OUTLET FLOW CONTROL CO U) ;4:` '.' PLASTIC OR DUCTILE IRON PIPE "rI c.9OR APPROVED EQUAL PAVED AREAS REFER TO PLANS D INLET OWE' .2 FT FLOW OUTLET Z Z 0.5 - 4n O C) � laMN. 5Th ( 'w \ \ �\ �<\ ��� <�� I—_—! c_) O SECTION 8-B V 4.o B �o- •i �i ri ' . /i <✓„,, �.,fi �� i �� i i ,� I TTI I I I-- 0 w -; '/, ////////////////.'/,//,'/,/r,',/,/// I NATIVE CI VARIABLE SUMP :',-' / i/ i/ �/ i/ i/ ' / s/ ' I — BACKFILL co 1-1 in DEPTH 'g \ \ ce BO” MAXIMUM °• := ANCHOR TO WALL WITH STAINLESS STEEL RISER \ \ O w 36" MINIMUM i.;. 60"$O" MINIMUM , i.4 CLAMP OR STAINLESS STEEL BAND AND STAINLESS \ \ — 1— STEEL EXPANSION ANCHORS MIN. 2 PLACES. \ \ - STEEL BAND TO BE MIN. OF 2' WIDE \ — QC U w "C� LL F. • " + j ;.• Ji" SELF TAPPING CONCRETE ANCHOR \ \\ \\I — I C'7 a r 4 .ti;",;O:-A:'.:i'.:"1.4 I•;.4 W:.i.,zT... 1:'+'•5 PHLUPS 5-12 OR MAI- \ \ Oo x"XI X" STAINLESS STEEL. BOLT. (3/4" - 0") \ \\ \ —I I © w CCD MANHOLE DIAMI TER TO BE DETERMINED r7'-'4. . GRANULAR \\ \ \ I — I —I c.) By: 7.. ;,..-7. BACKFILL \ \ \\ I I=I 6 1. SUMP VOLUME REQUIREMENTS. ••••••- - \ _ 0 2 OUTLETS.NUMBER AND SIZE OF INLETS & 3_ \\ \\ �`\ I �—III—I I ti Z a ci) Li / / // /• ,/r // • / ..:, z :... , co , „, ,... / / , ,/ / , , 1- CLAMP DETAIL w / // / // / w (SECTION A-A) N r/ / / i // / w N.T.S. Q / / / N I // i p / / w c� /,/ / / // / / SHEET NO. WATER QUALITY ALI TY o / 0 MANHOLE (MECHANICAL) aeanWa r Services c // /' //////// ZOur commitment is clear. T / ./ / i ./ / / �/ • w DRAWING NO. 240 REVISED 12-06 C7 • 1 w A 0U PIPE BEDDING AND BACKFILL DETAIL JOB NO. a N.T.S. CGC-03 ›- B---1 LOCATE MAK AND OMR # `► NM LEIX) OF AT LEAST ix- aN MD17I p- .ejojoV `i SEMEN AIIIIAIIIIIk A 8 SEE SW. CRAW/13 Hu. .10u ,, B roe 'RAVE ANO GRATE "'� 1, 0-0- -C11-1:1- '- . _ A i. y t•itNUAtt) C:,Ab"T PION N' `Vit.-�N1TFPaK RL�UT : ©©' ■e il I ftJIArL arts LANES DOD O km n, UI:Aiilh�� NO. 57ti tei_e___/ 013'' Pc._e_iNICID s + sACAriSsAANSI{t+ ,K II -.1 I-LOW 1,-- t.tZhUE ht yAX11faJAl 27• FROM .4 • :A ( TAtI ARD FRAME AND COVER CR 'i..._)0 00 LI Ll LLI TQP CF �tST STEP WATERTIGHT FRAME A/C COYER. UN- Tt1 TOP C3F CA31INf3 a 5TL7. t)RllMti>: HO. 110-5A/ST . , , ,.,. Ji:111.110."111132141.Ntg'.' J OR ray 120 FINISH GRA CE '� t' f ' ;. Q0 CiCi5�E.�T�,r�F�RAME �4 H� 9RktriS i,,;', k ■ „a is1 RIvATER7IGH7 PIPE Rer'`+♦. ..•..pp • /.� r UO r ��TtJ aS.TGa�S [ * 1�,'"', - HnI C( W (2 .4'•OR e) kk. [[( 1PLAN L-•i: tr sir s,, mommemalmlilmiliSolI r 0 0= ,, _.,„_ 1. ALL PRE-r.,l�S1 14M010U.. S;CI GTI :MALL C L1 CRH 1O FIl HCiti-SifiifYtC . a` rrr� ��� � iiiil �� � --., ` tf_1.'IJU{La�•ti:i !7 tSi11GfiL'. •' ' ''' ,,,�! ` =UT'�`aTl����!'f�f�k� � ,. :, .`1 �• A:L C'tx1a�D ;ti R,� COil+G1iTE ,'�,rIAiLttAVEA25 DAY '., � '�:i! � rtt - � .;�• , r• fYtt7VltaL3ti_4 "tafdA SECT�ON E�'-B to, •0' _ • ll r�� AIN t;aEA ;Aa,CE . t' 6• A n:+w lrilrR. 1p �� SiRFHr:T �flrft F41. AJiJet�+ if ?' T 4'. w \..�I y I�GT►ti �4 iJ G 1RC)U1VD fihl5it tIRAa3E . 3. Ail JCNNT= .s'^-Alt. tar Mia.E) 11071.1 ISR' ROWED CASKETS w1. summon ECCr?ITRIC b ,� txl1,t C3tJT �* ' SUCH ha HEN--7.411.. HO. 2, RAM-I.C.N.K 312 AN AISRR©NEC �" OCHE ' 6. ' COL AL COIIrCRVthG TO "E13�it ;FCCf1C;1TCit -:IIt021O. `r°1� - " ` ' �: '''.11:' ;, �-� aatawawwww■■■as ra it aa.Ial 'a 60" 4. ALL rir'E o ftIAL 11 TO MA/MOLE Eli14t3. EL WATERTIGHT RTIGHY "����° a rr!I_ . • mu � k+tr y•, �. ilAaptiliAa �,. PPF r't>titt-r.1`rAi5 Fr ?s CR t'iFF!►Ti'R SHA I 1tFa�liiR- A +. � (�.11'�,�Y'.yamr -�yy,� }J�,r,+�l�y�e +.� 11.1%011' i ;._ - _ t"' • LLJ .R.'.•■'". F fil \.11rr.. a t TA'i'•_ _ _ d 4. 0-1 I •.�- F €�RE COMIHECTC� ('r cox 07 WE ilEA�i`iJ1tI�+; tAtA1.L � a�iAIMHCLat STEPS SIX 4 r�l�,;.?'- ,�•�.: _ I- 12' •• tl'Qi r 4 14AtJtl'ilr` t ert.Tints AIM t1UMNi"i 1(TAal CRAMAWG NO, I :' 1' irN, tlyFit 1►P 1, N.r Fa ad21- --. . ItAIU(LL SECTION i '� SECTION A-}� MAX. +ucs �. Iaaa+�oE 4 MPS Kis 8 Cr lrTJ�rr tliloeST.asil9Et)) *rat �� A a �� MAti'i*l:E MALL EICTAEE'k PPE EIREAP UJTS AS MEASURED P.,' •.!(VAFt;l1$E t•-4'} ` 1'•, r1 � � a�a(t ":II _ Col THE 9ici FAQ 4F T•E MAir :'_ �'v U U •n lE7R!1£0417 • + a,� • i .,e' 4 , , ' 'y �. s�t:,�o.�t Of WALL rat �tF� S�acL aI: x MINIMA AND , 4' MAMMA CLEAR Cr PIPE WALL y " - • • , .,. Tum tom.. _SITES 1"D 14A]IIUM #,'I1:Riort MOP Or 24' V _ `. .a P .'�` -'v' its 'uvl - FOR So-41AR- SECTION 4e rot roam m w. ,: �' ,` O' aNE+CTV ;` ...... .44.4444 59 MINIMUM :� I. t +�G Etski •r ;4 ,a ,"'" 10. WA'TERT1G 1/TAloPCA MCC MAN/001./ MAA1r AND \. •r: ' 'q • • •C`�s``, x ALL 1'ta,irMaxr. Ata4,rts - - 7/ • it i•.1":, 6 ,a,.1-• -:. i A COYER SISAL SE USED IN EASEMENT AND OFF •• . .ter •r \-\\\..1\-- � • \1 ..\,::•;;L i w 1+. �S-q,••r O• . ' d TC ftVIE BOLT IKIWS COVERS /STPEET AREAS. ..:'It • �i., t�.r��4i�,t� w �x. '? j, AtAtt ttAL b}tlL} 1St vllA1� /- //I - k 16" 24" fr 6' - 27 316' : 6"1-0- .. ANVIL...�..�`• a .•:sem• •�'i`3_ C_A5S 3t, SECTION A-A SECTION B-B . lIIIIt,llA ,e La.DeiiE , NOTES! l {a_,�r rlSS'LOPE yr 2amma) • • Illi FR`o Ll 11)�P• (V -,'.1-, . dal! E T! � /` '• #�Liff. .!ft .- P ON �.�.11Ul..f. 'l ..i `,S ,. `1 ,[,.-..,) . ., " .y _.0 1. AL. PRE CAST SECTICCIS SHALL CCN=0F1,1 TO RECt IREUEi4TS Cr ASTU C-47x3. SECTION f ...rte---••-. PIPE f cv r-- z lvsraLL sTI%ucTL R1: ON t.faFrtilJ11OF ' err :�' - O. CDttPACTEf� 3�lSE ISA'TRIAL. _.N _I a a o� ,� ;. PIE :AST RCINrOPCEMENT 3-tALL BC tEBAR uI ONG ASTM AC15 SPADE CO OR WELDED 11:1) };4' _-+ 8lTTt?6A OF W!XE sr`a'-o O V N WIRE MEE11NC ASTM A407 } �'' T FOR �L;sr_ Pie CA w 0 ,,; 4. AL` PCLR,EC IN PLAICE CONCRETE SHALL HAVE A 2e DAY SIMI:nit 4= 3400! S1 AND :: ' r w Fi TO r7 s• Y , ► team M CQ1icR£TE G aLIJLIP of x• 114 �. 3/4 %ERT1CRa MOOT OF WE "[..7:.f r ,. :,�' v 11. ::f _ DETAIL ' t- i. ccr ;F::TC CAsr rti nr wyr Fit1T1 rr AND 4 1 fl r. it cnricr r 1P 1 � 4 z , r� 5 PRE-CAST S'IUCTURE'S CCNFORLIS43 TO OE 0 T. 'NPE G-2 GA"21'1 3ASIN DESIGN/WIN 4 IrTH 12' u1aiti ti CIF ;#•-•I" 001111PACIED 4-4,44.4r1:7- -4,"-4r . n- . ., . • -I eI a us E pLET TD? ARE AN r�;.EPTAD E ALTERNATE. Al._ CRATE MATERIALS S!'ALL MEET C.W.S. 3.a. MATERIAL 7 IANC PIPE T7 3E SAME S ZE AS i AINUNE UP TO ANC INCLUCINC, €r PIPE, 1- . 0. STANDARDS AS ,IIOV.N CON CCTAIL # 0 tea'h_t (if&AiER THAN ti ':I-IA_L AASr% A 15 '-IE. R-1 „.. o U a. • _ T �y . CLEANOUT FRAME � o .� � s � . STANDARD ANDJ�I •D MANHOLE ,�. Se�vioes ' � �i �i � " w DITCH INLET STANDARD CLEANOUT �-s� �_�+ AND COVER Uean� Services w �, �, CleanWaterirServices Our oaa�ibutut is clear. Clean at-i IYices Our ermautmeat 1I clear. • �n DR 4Y/f CJIa' r� °.ti RLvt a;Ce t3Z-7M3 DRAW !?Ct sCI1 1 -tDF, CRAW N'7., PLIC'. 9C RZYT 0.`.-a; Our semarithn nt is clear, DSS L•YAfd '10. 550 EVIEEC 12_C6 Our comu1tnosl is clear. u In _ CONS I ItuCJ1ON F ALS-INC. [RI V '.lit lr" - • C'j tib 0 ELw 4 ; MI-- MATCH YAM- ac RADE 6„ �' Face Cr Cine LA. �v�` .9 CC' cl t> 1, 1►'attrr Quality Swale shall be c vt�r c�ccauatcd and filled t4 f��l g -adc�;i h 1.li3ch azTlendrrd S.re L 1,44 1 owcm z n © � z LL "` 4 > topsoil. Topoil ami ndmcnts shall be garden compost,not conventional fctilizcr R;1,v UNE a- a., w I�, a c t7 �- aE C N U' t _' t II Q _ o a almendlts. �1� !', �'-.. :-.JE 1- IES t Sea: lo:: s __.. `c � - a v_ ` 1 A bJtxiegruLkble Erasion C.otitrul Mulling~hail.be placed over the topsoil thrt)1}&,Bout the _ `- � 6• I%curial trxpct:t+rerit s �v �., ' i . �:' sualc cross section,fabric shall be held in place in accordance with the manufacturces �_ - f Surface ex P+Irt t. ���� �1 fo cti5" dv11Pi 2.a IDEWA.. -�'� v installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. d a. Treatment aTc - high-density jute mattingGeci tc Plus or other approved equal) f. b. ..''1 t tattier iim - Its +'-i k nsi joie matting(Econojute or outer tied equal) r ca c.0 _1_1 1 tt'ilti#, . ra �Y 3 .11 _,.-- Sf.E \ Nit,� Zo �', _ N I l +;r` l� {., 3. 2 5-3 inches of 2"4" river T In rock shall be placed over the matting evenly throughout the t_A''JGSc AP1 �, NOTE 3 --LANDSCAPE 1 3 fr^ t� F ,TP,IP j TR1P � ' co t- Length and width of the Swalc, E NC°°1.E r 4 1 .71 ti t q w`, "•., t .0v 4. Plant mater als shall be placed in accor'danct with the plan and plant Table a_s shnwn on 1 i'`` \.N. '6` :,: . ` -- .¶ b LtJ -Jul v. z pF f1 ' q m. Aa; Ek�3C Courrc • Z w Li 4 t4 < approved tl ��t1i . r J d � �+. �S U Ill S. The water quality swale treatment area plantings can be deemed"substantially complete" A o 0 o (..? '� a 0 " onec active g1. n growth has occurred to an average growth of 3" and plant density is an 2 3' V AK o _ •--ire a ."i 'C '' .4_ ---1°-[ 6' 41 r E _-.41-- -� i' a 5 r 8..< average of approx., 6 plants I(tnilntmzlm 1-inch plugs or equivalewnt)per squaire foot. 10' MIN c� `";c, c ac,+ 6. The facility shall be deemed acceptable lu begtal the maintenance period when plant growth S;awc..t-�,. �.-sawc,.t 05 • u( '• 16-�.y, 15' =* - densit r marz:lies tlit:cngurcer's dcsigu as sl3ccrivcl on tkte approved plans and all otl1Y ELAN. R/ t ,r ` Lu I ' Y- A =� .� requirements have been met. The engineer must certify the facility to be functional. in 6,. �R,l '..1111-...---. ics; ��--�--- ' T 0 e ►- a o'* accordance with thea mired 1a,n designto be in the Iwo- r maintenance enol. Pi"0J`C T-C TCP v a es .) �' r- ry Imp PY P 3 f4 0- MA}C -'� i� r(�e ��tirade r�oelete Per ►u co - Guru( a 51 Ear z - • CLiPg � `ray c. 0 u +t+un wind d.12r 00440. 2:0 4.1 44 < '-4-41 .. .,, `'z 4I 1 ; - _ - ..�` l�tY 13rrri ftk I`It>1.sh - , r, -�+ � MAINTENANCE 1 a `•..fl N DETAIL A z a ,,, 'to # 1 x;;w I. The pcnnittce is responsible for the maintenance of this facility for a minimum of two yearn STREFT f I ,.-� .• w ■i gall I i Jj,�i..a 2. Earotiriskin JOIIIa. o 0 z N. .1 t ` vt�+ fisllowing ccin�tr elt:tie)n stntl asac;epta3Tie a tIf thiti fltt:i ltty per C'hlapter 2. • I•; .rt l I •. J.-q l,`*� a, To EMI h�r�+t eti: a U =(p W s Z �: j �+ +� •1 }rlt'r �,.' •• a• • « ''+!`Ii {' � I) alt len Cold Jai. P C� i l� n ? Irri ation is to bI: Z7. E N 4 -- ",,�- u I i- ly I?rClN.idtC pCt'SCpB[til i.I'fig klt7fl[3 dEt aS Aj7QCa1 Cid. �,L.� � •.. .. l �� 2 i A•.E°rc3�r t t+d iii Griwestays. W `I. 4t Frf*Sklr Eat Iniet St rtcrae_ c� T•c°°F 4 Note: lrriga iQtt needs arc to be met using a temporary irrigation system with a timer during v o 0 °,1'..),Q 1,,r�aC*. -, . t T4.7rr. .1 O - '� o�., :► a ...co.-, w I Eio t'getr y Writ!Curb. Ill W t3 §., cvi n w p d. the dry season, Systems should be wirntcrize.d during the%ve"t Season to assure longevity(arid t,n,^ k.'� L..", i t r i t '' I;...•.I -14-1' `. .4t I txat ani fieriswry 1t+It.-Jt 5 ring in?t1'i rrrt. n x 5. ‘1,3X a1.TO Se Pre-!til.AsPhait 1mp•evnacsd, rl:n-ExtrucIlnv, co © �' r v,,; o a git:InI angainit.image from freezing temperatures.'star source stall he as shown on the �, Ith A Thidc-ess of sn Enth. y ,_ " iii-it 7 H --- '� l 4G sI,_G4tt: „ f •"` =, a ' IA4u. _,; °' approved plans. SECTION A-A (3/4- al :';CrMPAC':TFr) I. (tet atnn ante - w I- - �, .s. - . f Rr r f Ca u1. �'' `r 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice A. 5cac1ng TO Be Not Hare Than 10 Feet. -'. art t?-s .n x;:-., r a. The k.sth 4rThe'ant SI'ail Be At Least 113 Depth OF•.ancre_c: w .',t.it„ ` , WItli xcL c. A " annually(Spring and Fall), 'clic landscaping shall be evaluated and replanted as necessary c. we reivi`o ae Cent a MTh Csrtnction :dlnu. 7 ,k fit .1...d La 0 W I g w 1•- NOTES: D. t\'�eyi�e�rs Tu t e Lu etr 1:.�tSus►s fir Passible Tu Rupert.*E I las. eF (,at F to - 7 11.,.1. to ensure n minimum of gO%Survi VIII rule of the resit irEd�;egeDdie,n and Oft%aerial SI 4. Base Ruck 7o 3e1-1J:•-0"Or' A"-0"Comaaced-a100%CfAASHFC ° t.+ p `"'y cr CL vef3ge. lrlolt-tiatiye,iltvasive plaalt species sltal l ! reattoved whtil u�,cillrying mote tilalt C;CNt;k=1 t CUl►iPRE` `.,il vt SIRING IH SHALL b.. A M JUR1UM LW . i. 01.) 1•".1 Ah I L 28 liAYS, ILI C j ...._ . r Z P.ti;w s r,���`� 20% 11.3')And 5ra8 BeTo 5tlt;pr ie. Street 5:v`turC.Cr 4" tr. Depth. U _ -:•C -r.,LP oftltc site. ',A DIL/r v,r L.Gctaltr Anti Extend A+yeast 12"Beliliid Ti•u Curb. a "� z ,, 't v �'K_ Cry 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth 2. IUI53 JUIN I SHALL 1 I tiLANUUU WI IH A MIN 1/2 -ZADiU`;; ALONG I AC:F4 Of CIJ1�'.3. z t I • to t 4.;L..r�. is 5. Crrii.a;�.e i •:Jk_ut © en- a �...___ < " occtar-within the twn_ve er rnttintennnc:e period. A. Lel:.Ilasutr 1w"With".:^up1l'0_ cn Q . ' XPAI�SION & CON I KA;;IICN .,LIN 1 a S 4L'_. El.. i/ PtiaMOLIAL ASPHAL 11bMPli:',N41 t.L Q in V �- 3. Dcat. Roz h =rTsting Cu-tf Snag 3e Cine Cr11ed Cr Cur b Saw C7 jy ss�� 2 z c' r1. , MATERIAL. OR EOIJA.. EXTENDING FROM SJBGR!►OE TO :FINIS-I GRADE. at kcal,IS" Ea[t'Gide Ot Drain Aid Rept-ured Tr; Full Cepth _ _ of.Cud,:see Cetaii-A). w Lu Q WATER QUALITY SWALE a w 'v f'A TER Q[J A_I TY �)liVALE CONSTRUCTi N & MAINTENANCE NE TESppir-------_--- CITE' �` . vio sHiN TON COUNTY VERTICAL CURB U � T'Itr1C�S C dil I �I OF '""""� "' NU SCALA t)tP�iltl Lhlt a1. l�avuel A EMERGENCY MOUNTABLE ell..6,ati tOCHAEL A. STOSE, P.E. .. _ ,- T`RANS;OR.TA•TION j Ou r oomauiment is clear. O camautdtcut it chair, w STANDARD DRIVEWAY = - Thr INFF IIIc:Sr-grime SHEET NO. L�FiAI^!i`1 t; V� a�CM��_ 12-C& 3ETAtL r�l-,�. 710 PE',ISE 12-+,6 k...A.INu. Nl:W17K1Y OW . NO. `"Cts r•'J. 1C3C' t air VGIP,3x p • Pr`A[J� x ALLBIIEPAVDF v( PLOT STf:'1P:Ct;'23:11 3:48P K ..Li EFFECTIVE DATE! WASH,CO, r Ise.;g�.eaua BLVD. 3 1$ 20 f 7 i u.atcu.usu.-u .piss L ■ SC FE P / :OVARY 313 � 1.�.a1#�.7V��"t� �R�f .7� 4 1 CAD: 2_2�t33.GWG � ` +�.Q20 I- ',•I D miCE kirk)•v3Aut _ ` Z - FAN. WJJp(-7:11 AP .A=ASE W CA C7 A 2w tY U CO JOB N0. U CGC-03 /.. .F .•. ♦ • • • .• .. ♦•\ • ♦ • ' • 1. +• t• , 0 s •• " / ii• V\ a • • . •• 0 s t . ••• ••••••••••‘....i.:.. •• • : • • ••1( ..* 0 . .. .• • . 0 .•.• • 0 : •• .•• ..., '. • 0 : • • • IN , •:. • . • • 0 :* / . , 0 .• • • • • i • 1 • •.t •, • ' r . t / •ti • y♦ ti '• ' 0 / _ ..• . 0 • .SO SO S .• EL ♦ • y• • • • • T+— . Y Q• .. • N • Q q • . •/ I <r •1 ♦ � v . • • Q1, i •. . • , .!. . Y• i�• • . y• • . - ` ` i : W •' • • ..t ♦ • •4. • • • • • • ` •p 9 ° • a g ° 'p a A . a - & ° � a ° ▪ a -a a : a a g a a a SSEE SHEET L1.1 FOR t . ° ,i SWALE PLANTING • sy Oz Om , C , :° • •' • • • : • , ... 0 • . • • • • • • • • • t. • / / Z 1== l" • // ' u• • • • • • • / C '. / < • • - :;� CO t. •• • • a � , � ow�• \„� • , �• • .• Qi/' . of'r y .. ! •�'•' • • r ace i iW / • r ? • • • • • • • :. Ili 4t: O .; :♦ ♦I • • .. Ow .. ..3Ewoom s . ::• '`./ / (/*) // . 0 ! • • v •• : . 0 • .' :. • - • .. ... ...• • -. ., ., .. :�• • � �. ` •r• •. ` .. t T M • a.`' . y 7t”` r,. . O '.0 . .R Q u,"r , O i 'E'8" ♦ • .. : / • • • • • / if `./ / • %t' a •,°„ , ♦ LII • .• • Ol g N1• ♦,• 4:10 • .•i '•• 01 le f!a",,G�t. •. .n .. : `•• '•• IF e O '. l y ♦• • Ogg .� {'y�) fp 4 I ,. •• I•; U N • ..., 0 •° u •gig ( .J • �'`�a '♦ `I I tv, 0 I N M1•:• / 3' ••a : ° • OW DEM 01119 ,:" Ogg Pile^.. I'•$ ..• ♦• Y•7 '? td9" '•� �" :• i :.. !•-) • : g • /) HD / Z ,y, gli • .E4 •. ki• pa, ® 'a a f. °a, w a Im .a a 4 p p �' ••q p p1 p •• p 1: p1 •0 ° •• a p '� , A .°°n ° :° •• °1 •l p •••A ° .4 , ••♦° •,•°p1 ° '9 ° ''� °1 ••m ° ••,:9, p ••••• .... °m ••' ° ••t•L 9 •Yb •0 +'�, '••�e /•'•Y 0 20 40 80 CD n, O r , a' a y■ a a a 5e M a Aq a •`a ,a art a •,q a' •°" a a a ui °" •ail • ai y w ce °I ., •3 r/ -'i i- { O V ,,,,,,,...,.,,,,,,,,,,,,,,,,, r r r rrr ouuutr umxc ruii rmumuimurrraiiioJrmmrrmaio .mm m uuumaiva>arawiimw��um oom ..ra:uruririuuimrw,,..,,..,,,.,,»,.,.,..,.,,..,,,..,,,_. ♦. .y yY. ••.• .. .. .• Y'• INEMNIIMI e_i .4 • • ...u.,,,..�-,., .z��murur.�umrrrurrruo.Niura� urivaimmuuiiA m�uruua�iArrioiuruuur'.J� �uvucuuio�uiduiiom .,,,,..�..-,..wrnm.,�,,,�.,.,.,�.v,,,..,..,,,,,,,�,�,,,,.,,.,�,,.,,.,,,,,,,.,�imimb�urmsrui�ouiumiour3riu,�urrrrrrrrrurrourirmurruuuii.r �iuoi� rrur ,riire� rrrurrruu�.�� muua umD'.�r.osra.�r ,nava' murrumruuouuuuuuui muwui ur �" ..\' •..•'. •,. - :t.. •flue' — — — — — — — — — — - - \u. / / cil '�r.' • •�` DRIVEWAY ACCESS SCALE: 1" = 40' c� p ”161 - i 5 : Z g w C") 1 .•:• 5 / NOTE: '" < a) M TWICE WRAP WIRE STRAND AROUND 4,0 _ Lu . leder NOTCHED STAKE AND TWIST ENDS TO PLANT SCHEDULE I N SECURE (ALLOWING TRUNK TO MOVEAMC Z < O M 3" IN ALL DIRECTIONS). POUND TIE TREES 1 a o ENDS INTO STAKE TO CONCEAL SHARP L1.0 _ Iw a WIRE EDGES. - SPECIFIED PLANT - ' N a 1 Fraxinus pennsyvatica 'Marshall' - Marshall Ash j i ON CENTER SPACING 4" CAL. B&B, WELL BRANCHED, LIMBED TO 6' AS INDICATED IN PLANTING LEGEND 2" DEPTH COMPOST, 1110 0,,,,,,,,, SPECIFIED TREE - _ KEEP CLEAR FROM BASE OF PLANT � 747 • , / 1"W x 0.125"TH, HIGH DENSITY 8 Prunus x cerasifera 'Cripoizam' - Crimson Pointe Plum POLYETHYLENE WITH UV _. "... . I , ,> _. , , .. , , _ ,liy,,• 2" CAL• . B&B, WELL BRANCHED, LIMBED TO 6' INHIBITOR-POLY CHAIN LOCK . � .� �� ��� .2, � ` WJE E P. CREEL TREE TIE, OR APPROVED EQUAL '�` ,A'`\ '\ �'`\ ',\ I m\ f.`\n •.=ii!: AlI1�I_i - .i 1 FINISH GRADE 7 Pyrus - 05!13/11 T2" _ _::�.i .., ji` .: i2_... i■n fr sl O yr calleryana 'Capital' Capital Pear 2-No. DIA WOOD TREE STAKES ;,. ; .v. ; //\ ;'_; / /\\:.:.�.:.'/\ /\ ,.... • /\ /\,':.`. ;:\/\\/ \/\\/\\/\\/\ 2" CAL. B&B, WELL BRANCHED, LIMBED TO 6 \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \ 05 P us calleryana 'Jaczam' - Jack Pear a = CI. N SPECIFIED TREE, SET /\ /\ /\ /\ /\ /\ /\ // /\ /\ /\ /\ /\ /\ // /\ VERTICAL .X\X\X\X\ \ \\\ � \\\ \\ 2" CAL B&B, WELL BRANCHED, LIMBED TO 6' _ III III III III II II II II .I I III II II—III III II Z _ 2-No. 12 GA WIRE \I III— I 11 I 111— I =I 11 — 1 I— 1 I I —III—I I - 7:1PREVAILING WIND III III I I II ' ' ' I 1-1 I w -' 1 STRANDS WITH 1/2 O.D. -III—III—III-1 I =NATIVE SOIL I I I I = 1 Lu — g 1 �^ REINFORCED RUBBER — I I I — 1 1—III—) I I—III=11 \-I-1 PBOT WQ TOPSOIL ll SEED MIXES L o a HOSE TO PROTECT TRUNK I 1 I—III—III—III—I —1 I —III I —1 I SCARIFIED SUBGRADE o . o 2-No. 2"fi WOOD TREE 1 1 1 I I �=1 1—III_ I I I—I 1 1- ' Z LBS OF PLA/ co :.r. :..•••: SEED MIX 1 (LAWN AREAS) PLS 100SF o W STAKES, NOTCHED AND Festuca rubra 'Gibraltar' 10 0.364 v W SEE DETAIL AS SPECIFIED, STAKING GROUND COVER PLANTING • Festuca rubra 'Silhouette' 10 0.364 E5 �`' (2) TREE I I I 1 4 I I I I Lolium perenee Delaware Dwarf' 0 5.563 1— Section Section w ct NOT TO SCALE NOT TO SCALE Lolium perenee 'Amazing' 40 2.696 o SET CROWN OF ROOTBALL TOTAL 8.987 u 0 1" ABOVE FINISH GRADEcn 4" HIGH EARTH SAUCER NOTE: NOTE: SEE L1. 1 FOR GENERAL PLANTING NOTES z M 0. AT EDGE OF ROOTBALL PROVIDE 36" DIAMETER MULCH OR ON CENTER SPACING SHALL BE AS zo vINDICATED IN PLANTING LEGEND. 2" DEPTH COMPOST COMPOST RING, AS SPECIFIED. a 0Q MULCH, KEEP CLEAR SPECIFIED PLANT E2 0 z FROM TRUNK OF TREE KEY NOTES co ,,�.,:_ J,i�;T., SET CROWN OF ROOTBALL ON CENTER a — i��ii�.°�;.._ -mt. U - 4,0, . T _:ilii_ii�!1"-- - ,--. aiiI!II_' ► . ::0 AT FINISH GRADE SPACING LJJo - I I � `° ''' : .: \/\ ,, - ®® �w I 2" HIGH EARTH SAUCER AT Ol OWNER TO ROLL AND AERATE LAWN AREAS FOLLOWING IRRIGATION >— 1-1 I 1\ \ \ \ TOPSOIL J� SYSTEM INSTALLATION BY CONTRACTOR. RE-SEED AREAS w I \\ \/ ; .: .:,:..�•, ''. ' ; '; ; \ \ EDGE OF ROOTBALL DISTURBED BY TRENCHING AFTER ROLLING/AERATING IS w -\ Q�- /\/\ ' '•... . ;•::''°: "•:. \/\ I_ `TILL DEPTH TIVE SOIL TO 12 �� U - — m + \\\/ _ :_ ���� /\\\ 2" DEPTH BARK MULCH LIIIIWI41 ¢ + ` + I + ; + ( � + COMPLETE. COORDINATE WITH RE-SEEDIGN WITH OWNER. �� o -o FERTILIZER TABS AS - u '_ . a_•- `� � -- �' o ICC o` \\\\\\\ / \\\\\\ III= SPECIFIED I�w.� _._•�- , _ ii � E!=_=:_•- FINISH GRADE o \ �� h \ / \ i \ �u� =�■iiia:: :iii!, w _� ' \ \ \ — 1. _ \\/ \/\ 1- / <v� w U - /\\ \\ , > \ 1 _ -REMOVE ALL ROPE, TWINE \ \\ .: ; " ,:_:` -. \ \ z c� ( V 1 i c� I I— \ / 1 I I 1 11' ,�i ,\ \ I ,\ \ I III A I / LOOSEN SUBSOIL TO DEPTH w v c v =1 1 I-`I I \\ � I 11 III—III—III \\/\� I AND/OR WIRE FROM TOP / /I / /\ c� �' Q \ \ I I I ::••_.;.,•;::;`'.;; .' ' III I \ \ OF 12 , ENTIRE SHRUB BED , `'� SPECIFIED PLANT o /�/ o =--T-11 _ 11 —I I —I I \ I I = _ I I HALF OF ROOT BALL ,\\\\\ : • . ..t ,.:_ I I I /\ /'� r EDGE OF PAVING —III—III— I I I I— 11-111111-11111-11111-111-11 -I I I I_I I I— I--SET ROOT BALL FIRMLY / 1 1 - _• - 1 \/\/ Peor wQ TOPSOIL �, - — - — - — , } 1 I III III = = =III 1 I _\ 1= ON UNDISTURBED OR ; \ / \ \ \�-w \\/\\\/\ N i CURB OR BUILDING W -III=III= 1= I I- I 1=III=III=III=III-1 =11 \=1 11= WATER SETTLED NATIVE \\\\ \ \\\/\\\\\\, \,\\ \ \\ a + W I- \III III=III-1 IIII I -I I I— I —11 -7-7_\ SOIL \/\\\ \\\\\\/\\/io W _III—III- 11 I- 11III 111 II I I—I I I I — ,\\ ,\ _ - \ I_ I 1 SET ROOT BALL FIRMLY ON 1 ' ' Irl ' I ' l ' ! ' I TI I ' I I . I ' I ' f 1 ' i i T ' i I ' I ' I I it UNDISTURBED OR WATER ` i ` I I 111 —111—� 1 � � � ISI X11-111 u-- , I � � I IT ' i - _,\ =mr= � 12 X ROOTBALL DIAMETER 1 - 2 X CONTAINER DIAMETER f SETTLED NATIVE SOIL 1 1 1 I I SHEET N0. —_II\1I \_\ —III—ISI SII\IIII;111 III 1 1 I 1 I I—,1 \ 1 �I1—I w U) L 1 • 0 w DECIDUOUS TREE PLANTING SWALE SHRUB PLANTING TRIANGULAR SPACING � 3 I I I I Section 5 I I I I 0 re :Sul Section I I I I Section NOT TO SCALE NOT TO SCALE NOT TO SCALE JOB NO. 0 CGC-03 PLANTINGS ALL WORK SHALL BE IN CONFORMANCE WITH APPENDIX D OF CLEAN WATER SERVICES STANDARDS AND SPECIFICATIONS AND ANY APPLICABLE PERMITS ISSUED BY CLEAN // ,./ / ,1 WATER 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 WITH NAMES ACCEPTED BY THE NURSERY TRADE. PROVIDE STOCK TRUE TO NAME AND LEGIBLY TAGGED. I PLANTING AND MAINTENANCE PLAN: W � 9. OWNER IS RESPONSIBLE FOR MAINTENANCE OF VEGETATED CORRIDOR ENHANCEMENT FOR A MINIMUM OF TWO (2) YEARS AFTER FACILITY HAS BEEN INSPECTED AND DEEMED v�'7:7710.44//44;1; 1. CONTRACTOR SHALL COMPLETE CLEARING AND GRUBBING OF EXISTING INVASIVE sr, /; s SPECIES PRIOR TO PLANT INSTALLA TION. COMPLETE. W ,,-- °) i /r f// /// 0 10. APPLY SPECIFIED GRASS SEED AS PER INDUSTRY STANDARDS TO ENHANCEMENT / // i2. CONTRACTOR SHALL USE EROSION CONTROL FABRIC MATTING AS TEMPORARY PLANTING AREA. Ca w////////://4(:"1.17//:. // � EROSION CONTROL AT THESE FACILITIES UNTIL THE SITE IS READY FOR FINAL PLANTING Z /7/ / to � e3. CONTRACTOR SHALL ADD COMPOST OR OTHER SOIL AMENDMENT TO THE TOP 12" OF11• PLANTING IS TO OCCUR DURING THE COOL SEASON MONTHS (NOVEMBER TO MARCH) I12 - / � ® //� TO TAKE ADVANTAGE OF SEASONAL RAINS AND THE GREATER AVAILABILITY OF PLANT z III O il� DE-COMPACTED NATIVE TOPSOIL, IN THE VEGETATED CORRIDOR AND WETLAND MITIGATION // ������, '� /'r// AREAS, PRIOR TO PLANTING. ADDITIVES AND NATIVE SOIL SHALL BE WEED FREE. NO MATERIAL. OTHER PLANTING TIME, IF AUTHORIZED, MAY REQUIRE PLANT SUBSTITUTIONS < c.?- Of / // k����� //� COMPOST OR OR AMENDMENTS SHALL BE UTILIZED IN AREAS OF EXISTING VEGETATION TO AND SUPPLEMENTAL IRRIGATION. 0 a ./f/ REMAIN0 , WHERE INCORPORATION WOULD DAMAGE EXISTING ROOTS. Ci_ Ct 12, PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON. IDENTIFICATION TAGS TO/ /if, / :/// /77/944:4!;:41:::.097/ �� REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING PURPOSES. WI%-r 4. PROVIDE QUANTITY OF PLANT MATERIAL AS NOTED ON PLANT SCHEDULE. J C� ///" /941,401,40:toy:: 1 CALIPER, 13. ALL TREES AND SHRUBS IN THE VEGETATED CORRIDOR AND WETLAND MITIGATIONF`-5. MEASUREMENTS, BRANCHING GRADING QUALITY BALLING AND BURLAPPING AREAS SHALL RECEIVE 3 OF WOOD MULCH AND WOOD STAKES WITH PAINT BLAZES FOR,g / // �// �;' ► SHALL FOLLOW THE AMERICAN STANDARD OF NURSERY STOCK BY THE AMERICAN -7/ // / /' ASSOCIATION OF NURSERYMEN, LATEST EDITION. MONITORING PURPOSES. Cl) L //r//0914 ` 44109//// I� 6. PLANT MATERIAL AND LOCATIONS SHALL BE INSPECTED BY THE LANDSCAPEHERBACEOUS PLANT MATERIALS IN THE VEGETATED CORRIDOR AND WETLAND MITIGATION I1/ ARCHITECT OR QUALIFIED ECOLOGIST PRIOR TO INSTALLATION IN ACCORDANCE WITH CWSAREAS SHALL NOT RECEIVE MULCH, BUT SHALL RECEIVE WOOD STAKES WITH PAINT ~•J/ //� ���� // BLAZES FOR MONITORING PURPOSES./ / . / STANDARDS. W / /^ #� / / 15. NO TREE, SHRUB HERBACEOUS PLANT OR SEEDED AREAS WITHIN THE VEGETATED / .�� / / / ////� �.��`' �*� "!�j/ / � � 7. MAINTENANCE IS TO INCLUDE REGULAR VISITS BY THE OWNER OR OWNER'S CORRIDOR OR WETLAND MITIGATION AREAS, SHALL RECEIVE FERTILIZED. /// 1� $... '// ,•� REPRESENTATIVE AT LEAST MONTHLY TO THE PROJECT SITE FOR THE PURPOSE OF /7/ //// 00.4407.-.;.07///y► . r WEEDING, SUPPLEMENTAL WATERING, AND OTHER ITEMS NECESSARY TO MAINTAIN PLANTED16. CLEAN WATER SERVICE STANDARDS AND CORPS OF ENGINEERS AND DSL PERMIT / /// �40 // TREATMENT AREA AREAS 1N A HEALTHY CONDITION. WEEDING 1S TO CONSIST ONLY OF CLEARED AND REQUIREMENTS MANDATE THAT THE LANDSCAPE ARCHITECT f� �'/ ® / // 6' WIDTH MIN. MULCHED AREAS MAINTAINED AROUND EACH WOODY PLANT, AND REMOVAL OF EXOTIC Q EC AND/OR ECOLOGIST APPROVE O. PLANTING MATERIALS PRIOR TO INSTALLATION.4fr, �� :��147/04r629 SF SPECIES SUCH AS BLACKBERRIES, SCOTS BROOM, OR OTHERS AS DETERMINED FROM THEe RESORTED OR CREATED WETLAND AREAS. / 011// �� IRRIGATION i // `'/►�� / TOTAL SF ALE AREA8. CONTRACTOR SHALL INSTALL AN APPROVED IRRIGATION SYSTEM IN BOTH THECONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR THE WATER QUALITY /� �` ���,�� // 3,415 VEGETATED CORRIDOR AND WETLAND MITIGATION AREAS TO WATER THE PLANT MATERIAL 0 1,�// 1 ®�►���i® // �� 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 3 N / // ��illiv +� � `// '� CHECKED BY OWNER OR OWNER'S REPRESENTATIVE TWO (2) TIMES A YEAR (JUNE 15 AND AS DETERMINED DURING MONITORING. PROWDE WATERING AT A RATE OF 1-INCH PER WEEK -� N R // %1 ••• "/// 0 SEPTEMBER 30) FOR DEBRIS, RESTRICTION AND SEDIMENT. PROVIDE DOCUMENTATION TO BETWEEN JUNE 15 AND OCTOBER 15. UNUSUAL WEATHER CONDITIONS I.E. DROUGHT OR 0 I N +� // / THE OWNER AND CLEAN WATER SERVICES { � a I o ������ / "�/ LOWER THAN NORMAL PRECIPITATION) MAY WARRANT EXTENDED IRRIGATION FOR PERIODS (V H �„ ; ��� / / BEYOND THOSE SPECIFIED ABOVE CONTRACTOR TO COORDINATE WITH TUALATIN VALLEY Q) .,� z I o / / // �� ���� // f/� STOF?MWA TER SWALE PLANT SCHEDULE WATER DISTRICT AND CITY OF SHERWOOD FOR CONNECTION TO THE EXISTING WATER ;-+ •�-� < 0 o 7" /// ' 4"...v. fil// 1 )= A SYSTEM, METERING AND BACKFLOW REQUIREMENTS. j �,, 4 I. : oiLt i , ,•, // /4A%0 S." 0/„, 4,; // /r/ / 0044400//// / AS BUILT DRAWINGS �, .mi' PRIOR TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY JEFF CREEL Q "' < 0 ////ifij�,� �r��. /%/ ► ! / 5 Alnus rubro - Red Alder : _ W cn/ �,/ ®� / / 2 GAL CONTAINER, WELL BRANCHED, 2 TALL MIN. HARPER HOUF PETERSON RIGHELLIS (503) 221-1131 48 HOURS PRIOR TO PLANT , G / ♦�� / / / / A INSTALLATION. Ail / , / // / �,�� // / AT TIME OF INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL PROVIDE A LEGIBLE a ;c21!". RECORD IN RED-LINE ON A PRINT OF THE PLANTING DRAWINGS ALL CHANGES MADE TO .< `81) ; IRA // /f / ///// i / i/ THE PLAN TING SYSTEM LAYOUT. PROVIDE PLANT MATERIAL RECORD DRAWINGS SHOWING 0 Mir IF SHRUBS (TOTAL AREA OF SWALE (3415 SF) X .05 = 170) elle ACTUAL CONSTRUCTION. SUBMIT THE RED-LINE DRAWING TO HARPER HOUF PETERSON0RIGHELLIS PRIOR TO FINAL INSPECTION. vcra, !/ // // // % ` //f/ 132 Cornus sericea 'Kelseyr' - Kefsey Dogwood 747p�� / // / f 2 GAL CONT FULL PLANTS, 30" OC GENERAL PLANTING NOTES fr*�""�-f JE E P. CREEL / ewe/ // //y 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT CITY OF TIGARD os 13 11 STANDARDS AND THE WASHINGTON DEPARTMENT OF ECOLOGY WETLAND MITIGATION A 4111138 Viburnum onus 4'tum - Spring Laurustinus REQUIREMENTS . [� / 5 GAL CONT, FULL PLANTS, OC 'Y' / / / 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. 0 0 'n / / GROUNDCOVER ® CL.-) CI-= -, `- SCALE:/ ' \'-"----'/\ -,-_.--," ..___. N., 1" 10' 3. ALL DISTURBED AREAS SHALL BE SEEDED. y 4. CONTRACTOR SHALL MARK AND PROTECT ALL UTILITIES, SITE FEATURES, AND VEGETATION TO Li a 3j 774 Juncos patens - California Gray Rush REMAIN IN PLACE. z z ••• 1' X 6' CONT., FULL PLANTS, 6 PLUGS PER SF 6 g 0 al PLUGS 5. CONTRACTOR SHALL REMOVE ALL WEEDS AND INVASIVE SPECIES PRIOR TO PLANTING OR Cl) 0 0 U 1 d • //.'f/' 603 Arctostaphylos uva-ursi - Kinnickinnick SEEDING. - o U ���//! .5 GAL CONT., FULL PLANTS, 24' O.C. 6. PRIOR TO PLANTING, CONTRACTOR SHALL TEST ON-SITE SOILS FOR SOIL FERTILITY BY A v CERTIFIED TESTING LAB. IF NECESSARY, BACKFILL SOILS FOR TREE PITS, SHRUB AND GROUND COVER AREAS SHALL BE AMENDED AS RECOMMENDED BY THE SOIL FERTILITY REPORT. u) I-- Lu LdLIJz 7. ALL SEEDED AREAS SHALL BE STRIPPED OF VEGETATION, SCARIFIED AND RECEIVE 4" OF TOPSOIL NOTE: PRIOR TO APPLICATION OF SEED. 0 cn 0 g 1. PROVIDE 36" DIAMETER MULCH OR 8. ALL GROUND COVER BEDS SHALL BE SCARIFIED 12" BELOW FINISHED GRADE AND HAVE 12" OF u) COMPOST RING, AS SPECIFIED. TOPSOIL INCORPORATED TO BRING BACK TO FINISHED GRADE PRIOR TO PLANTING. v o o ROOT CROWN LEVEL WITH OR JUST ABOVE 0 FINISH GRADE. NO MULCH OR COMPOST TO 2. REFER TO TREE PLANTING DETAILS E FOR TREE PLANTING 9. LANDSCAPE INSTALLATION SHALL INCLUDE PROVISION OF AN AUTOMATIC IRRITATION SYSTEM TO 1- E 0 ca BE APPLIED. SUSTAIN LANDSCAPE PLANTINGS, MEETING LOCAL AND STATE BUILDING CODES. U TAMP SOIL FIRMLY TO ELIMINATE AIR 3. SLOPE PROVIDED AS RUN:RISE SEE SECTION A-A / SHEET C4.0 0 - wPOCKETS IN PLANTING HOLE. FOR SWALE PROFILE, DEPTH AND WIDTH 10. PLANT MATERIAL INSTALLED SHALL CONFORM IN SIZE AND GRADE TO THE `AMERICAN STANDARD a_ 0 P''-' 1 NATIVE SOIL ° c�, FOR NURSERY STOCK" CURRENT EDITION. cn >_ 2 `�ri�. SPECIFIED PLANT, SET VERTICAL o w -� :;:•: :;;•;:: �� / 11. THE QUANTITIES OF PLANT MATERIALS SHALL BE AS DETERMINED BY THE CONTRACTOR IN v� 1 i-- PLANT ROOTS TO BE STRAIGHT AND SET CROWN OF ROOTBALL - Lu i- 4 • .•• ././ ACCORDANCE WITH THE SPECIFIED SPACING OR LOCATION ON THE PLAN. MATERIAL QUANTITIES 3 III UNDAMAGED DURING INSTALLA TION. 3. life::._ AT FINISH GRADE /\�/\//\ /\\j\\j\ w r 411 1!l�:::�� ,,/,\j\/\j 1 +t� \/i\//\/i\//� SHOWN ON THE PLAN ARE FOR CONTRACTOR CONVENIENCE ONLY AND SHALL BE VERIFIED BY 1 U "I = I I ••i��i�!!':-`-.2:: /� 2" HIGH EARTH SAUCER AT 7,\ \ / / /\\/\\/\\j\ 1 I I= III __1 „:�_ 40 ���j / / /\/\\/\ �f1'� I�� 01 ` qI r� /\ \/\/\/j\//\//, THE CONTRACTOR PRIOR TO INSTALLATION. SURPLUS OR SHORTAGES OF PLANT QUANTITIES i [ . :•.; -�!/ / ,/\,,,/ / / " �+ + 1 x+114, t 11,1141101 \\ \\ \ \\ \ ��s "- '1111`.. - :_ '- DOWNHILL EDGE OF ROOTBALL -,,,_r/\/\ \ \/\ 5 l.N r 4 `F �: ,;,,4 „0� / / / / / / /,€,- SHALL BE THE RESPONSIBILITY OF o ;; : ... -III- ! p� �:.:�!!:_::: �\ \ \\ \ \\ \--°..1.074,4,,•145. ,.", Ips fid+ l� t''Ai !1� '� } .!It�, ij,� / // // / // / / , _�3 THE CONTRACTOR. 0 1 I� .... - 110. /._;i1 : ii !; ��:I�3 X 0 3 1//�ti/\�//\�//\\//\�//\\//\\ \\ ' ' ��,�._RILa"s��'...?r14Le�r ,`,�' ' '.,�// /\//\�/�j/\\//\/j�j \,\\--1'1 \ \ \ \ \ \ II-1 III" III I I ��,:� ,t 1I '11E1 I I-'\''\///\//%//%//%//%//%// // // \\ \\ \\ \\\\\\\\\\\/\\\�\/*\/\/, I I 'I I '1 I' 12. LANDSCAPE CONTRACTOR SHALL GUARANTEE PLANTINGS FOR THE DURATION OFONE-YEARw - - -III- - .;, �� �'111 2„ DEPTH COMPOST MULCH 'ii--- 11(-111=11(. \\ \\ \ \ \ \ \\ \\ \\\ / / ///i// /// ////i />A11,,l l 111-_-1 - - __ , i6;;_ -11=1 I=f/,\ // / /0,‹ // /\\�\\ \. ,,,, )(1\\: _11)=1 1 I_-I 1' ' WARRANTY PERIOD AFTER FINAL ACCEPTANCE AND GUARANTEE ALL PLANTINGS TO BE ALIVE AND o U - -1 I III •1 I-I I •�i�+!:.. EXISTING SLOPE 2: 1 OR FLATTER 7111-H I=A 1\, \\\\ \\/\/\/\//\ \\/\\> / / / j/�1�i �_ _ z W 0 .... , - - 1;_, ;'L / / \ \ \.1'�r-I -I13_I,}- !N SATISFACTORY 11 _-1 .•:•::.:....: 11 - =111= ' . . ' ': ONLY -�I I 11 -I f i-------'11-=-_'1/( �`f ����'���\(`� I i=l I I=I 11=I 1 HEALTH. _ -;1 ; :I 1 I i i 11 I I I �- -err -ESE -11 _ - - -_ - _1 I-I I -" ��, 1-I 11 III-1 I-I I I--�--1 I I----I � I :'.. _- --TILL AND PLACE TOPSOIL TO 12" 12" MIN. OF "'=1 I=111=111=111-''' 13. ALL GROUND COVER BEDS AND MASS SHRUB PLANTINGS SHALL RECEIVE 2" DEEP MULCH. I ^ 11 I - I 1 1- � I ' . ' DEPTH AS CONDITIONS ALLOW IMPORTED TOPSOIL Q 1-- 1 I 111-111-1II= i 1 1 14. ALL TREES SHALL BE STAKED IN ACCORDANCE WITH DETAILS. o 11- -1 11- -III=1 I 1-1 11 -1 1 � I j j ISI TIME RELEASED WATER PER SIDE SLOPES: ECONOJUTE \ v NOTE: III , III IIII I 1-III ` MANUFACTURERS GRAVEL BLANKET TYPE 'C' EROSION CONTROL Lu CREATE PLANTING HOLE BY DRIVING A STEEL SPIKE OR DIBBLE -I I 1=1 1 11 I '- RECOMMENDATIONS MATTING TYP. EACH SIDE NI- INTO THE GROUND AND WORKING BACK AND FORTH. BACKFILL TOPSOIL SHEET NO. 0 2 X CONTAINER DIAMETER SET ROOT BALL FIRMLY ON C,DUNDISTURBED OR WATER SETTLED BOTTOM SWALE: COCONUT FIBER OR GEOJUTE PLUS z NATIVE SOIL TYPE 'E' EROSION CONTROL MATTING Lu 1 co 0 PLUG PLANTING 0PLANTING ON SLOPE WATER QUALITY SWALE � � ! Li . w Section Section Section 0NOT TO SCALE NOT TO SCALE NOT TO SCALE 0 JOB NO. U' CGC-03 DEMOLITION NOTES _ 0 IRRIGATION MAINLINE TO BE REPLACED, TYP. CONTRACTOR — — +. i � iii � _ ii � — I I l I _ ._.._ � MAY CUT AND CAP AND ABANDON EXISTING MAINLINE I 0 I I 1 I 1 AND/OR REMOEXISTING MAINLINE TO ACCOMMODATE NEW MAINLINE LOCA TION (SEE L2.1-L2.5). I I I $ i I 1 I I 1 1 1 VE >- 0 DISCONNECT EXISTING MAINLINE FROM PUMP. PRESERVE / I POINT OF CONNECTION FOR NEW MAINLINE. ', 0 / 0 / z w 0 DISCONNECT EXISTING MAINLINE FROM EXISTING LATERAL /� 1— LINES PROTECT EXISTING LATERAL LINES IN PLACE 1 1 1 I I I �,/1 J pII © 0 r w 0 EXISTING LATERALS TO REMAIN IN THIS AREA. CUT, CAP I I I I I I I I 1 I 1 AND PROTECT IN PLACE. 0 0 1 1 I' I I 1 IX I Ix I I , . } w 0 REMOVE EXISTING IRRIGATION VALVES, LATERALS, AND / / I 1 — HEADS IN THIS ZONE. i I I I I I I 1 1 I I I Et i. : 0., _, w 0 O EXISTING IRRIGATION ZONE NUMBER, TYP. 77 ..... ,I - I ..._ E MIMI I I t 1 I i F I ii _- i .. _ Ii I _ _T _ i _ t_ - — -1T , , I [ 1 I ,. R_ — , I ,/ / I f0 E if i i j$ rpi I u /1 1 I 1 ,I - _ .. . - ...= ...____L___ .07,CIECM. ! :71_ t olte 114). I: I JTh :L—f4 rI__ 1 _ : / i Z CD 0 4 1 j , i Pi I i" Os. I ........._. ,...____ 1 F 1 ,____ 1 I ,, . , , 1 i • MI IIIIM I I x ......_ .- 4 o 1--- ------{E I— 1 LLI QC I i l i ` It / © I e F ; ,1171:'-----4— - t <f i I I � ' ,I anm i i_ ,ie 1! ll I I Iim. i1 ;rI °i eir [• I + ' l 1I I I _. �11 — -_-J _ � _ ta'_.:.__ 0'` i I L Yi 1-11_—.. 1 , . ...... I I , , , • ___ r I y' - ;II • r I — i -1 -1(1 • _ I_— 4 i _ j 1° .111111111111.1 "MI -l —F r� � — __ -r i i -1 i • - . ._._.—__—. __ — _. ....,.._... _. � �I....-.....__............ - . _ ' -~ ce— 4 1 CO .... � I _.. —_. - ! C_ ! k 1 I /i et i - • — u ' r�i :li ;I 1 . 1 _._ -i __ � € ._—i +- { ff I ■� 4.rWt :I i I el : ' . 'I / /iEll.kJ 0 !i 1 1!I i I r g._- ' :1 1 I I r l _ f-- . I - ..k I_ _ E 011.........._II / -I 1 I 1 I `,', vi 4.,4,4„. f:: , 4,, . 1 [_......_____I 1 1 f -.." - 1 f i 1 1 I -I 1 1 ! F----- ....I _..i.."--_...ir {.... _t_... k____1 i ......;21 =7_17-- 1 -1,, 7_77' i-77)---- F__:.7._ fa / o i — f/ , If iI--- -� f --111.E.1-.1----;::: T ::_=------r-'1.1- ---:::..1_-----.1 f ��— --� _ - -.-1 I __- I Y --t__—, __ o ,'I I r , Mr I I ; ,P _--i . ; i _ _ __. , =i ir, :I • . I• 7---1: _- II ° 0 .111111111111. ' I . i , i 11 f I ! !:115.71 E — rF - f ■n. _ i i ta tv - 't,--I 12t E NM tf 1 EMU I 1 ! ; ! 3 • . • i ,i . MIN IF— CO I N -- [7- I 1 I j.._..1 coN -4 C2----„, / 1 i , II I „.i: -F . . _I I = (t4 a!: 7 t I 11' I 1 r , _ .:1 Efilli ,_. Cr) ILI xi—( u ji Q MI I i is ii ( __ rii I I � _ _4 I I l 1.1 1_.. __I • : _ , i 4 0 co :1 MINE ---1 1 . 11 F.,_ _ a - ! T � A z F ~ f � -, ° -- YI t r ---1)! 16 0 CI 14 • I 0 0 "(7+7)) 9 0 (7 ) 0 —04- 0 ® 0 1.) ti-i (1) ....1 i-- c5' 8 0E-IC c9 4 Y A EXISTING DRIVEWAY - 1 0 I I I I I � 0 � 1 1 � ` Y I 0 / CL g N I Z U ; O M lkk I1 is AO �, � in o I 0 © W . // In a E3 I 1 / ' / , - GO N � 1 siz% 11 „,, 1 ` 747 , , 1 1 • JE PEEL 1 / / OREGON CR 051131!7 g 0 1cc >- I 1C1:4PE ,A11" L J try 4.1 / 4.4f ic:F 0 1 11- ItZi C'; / a_ a_ CL cs cq z 0 0 0 0 0 0 1 N 6 tr t cc Z z 1 LU v w 0 1 �� I � O CI 6 a 1 CDU . a0Eh_ g EXISTING DRIVEWAYAr r LU e e [1 \L I C 0 0 0 0 0 0 4 fa GO 0 ,,,,,f 6 a 1 r Z U " i r a 0 0 0 0 0 0 0 0FeI I _ l w o 0 1 UJ r 0 / o — w i `I o D c..) f .� _ I / : > r z Ce a _re," I CO CO 1 1 -- I 1 11.1 (4-----4 -rp-I I 1 LU /1 CIc) I 11.1 1 SHEET NO. IF c, I 0 I r e 1 ,_ 1: =::c1==-.) 1, r 1 ...._.„ PQC r EXISTING IRRIGATION PUMP LU co _.,...,,,, _...... 1 2 . 0 * \ 1 b 1 0 20 40 80 ix 7, ,,,,,,,,,,,,, y,,......,,,,t) c.) *: IMMIIIIIIMI11111 c.) I 0 1 , , ,,,./. • ' o . I SCALE: 1" = 40' JOB NO. CGC-03 CONSTRUCTION NOTES o 01 IRRIGATION SYSTEM SHOWN OUTSIDE OF PLANTER FOR DIAGRAMMATIC PURPOSES. ALL IRRIGATION SYSTEM COMPONENTS TO BE LOCATED BETWEEN CURB AND PLOTS mio AND/OR BETWEEN PLOTS. HARDSCAPE CROSSINGS INDICATED BY SLEEVES. COORDINATE LATERAL AND MAINLINE LOCATIONS WITH NEW DRAINAGE LINES (SEE CIVIL DRAWINGS). o A 6-2 i- .- - LL] ` 11119 © Z LLJ J l CI- LL[ 0 �2 z > I,,,00••••07..___„ 0 0 0 °, Q 0 0 0 n SD r ! 1� DRIVEWAY ACCESS 3 W ?.1 • °, 000.00000 41.54-N©'p sa Tic/ ©P 11 C * / k k 1RR 1RR "—i---)gibbinir...,..0._ a . — — /RR -IRR --Sp 1RR mik 0 IR©CCS (I) IRS 1.1.1 4 rim`, 12 /MIN U * t 'i .14 ...........-:---_ , 1 1 \ c\l',0 i , n 11 .##.:*#: ° . c I/ '2' I i'+;\ 11111P l . II®®®All : : •:• ://61/11 .�9 I 8L m cnNr ! 1 1 0,- � � CIIV 1/ / Si al 1 M /// / 0/ (5*1.1'. 0 ' /:: ; f I I Q� 1 V ° x • N' Cd : •.e)41 "'') ill .ii,1,1.. pW 1111111111111 0 _ t i-�/// e : W �' Ev® ./ ' /,,„: 4, , , �� J r 1 �III� : l r� /�ry [I 1 _ a NW x Ami $ w cn Cn in oI fr® ( 1 r 4/ / / IIII I I i �+ oIf / ff a z= 25 25 I m I () J -I N .[ Ii i t 1 I $ØSTL% i e h I /ir Li/ S® I I .'-,,&. JE E P. CREEL OREGON I J I ! 05/13111 I/ N.44111111111w4 .7 ID i Vii.. ,.,., i 4 v v co n.. 0_ a Q ti d cc 1 - e 25 I 25 1 G r 1 (n 0 di e = I I I 0 o g I I E.-- i I I 100- ILI1 CO Y_ ii 1 �► 1 E MI a SD II ! , II i I ( o 11 cv� /( 1 1 ! riii, I 1 d C3- 0 I 1 : ! 1 I w w 1 1 11 i 2 2 ,, 4 O IbOk 0 Iff;;.--- vir eteaMlIrl-Wilk k I al ik \AY k — r w m 9 11" 1 1 o VIP VIF MIF LU gl P 110 I v 11 - • 0 a U rapt °� II/We z ce q 1 I Ili I- 87 / ik W/7 a U SHEET NO. w ` I QP © C G1 Ore i\ ®� z 1IF 0 10 20 40 w irmimm w g SCALE: 1" = 20' L2 ■ 1 v 0 1 i e NM= ^1' ® �M OMNI =NM mm• �d IMMO MIME MOM 1111100101 ..0. WM= ®r R1 MO n , MATCHL NE SEE SHEET L2. 3 JOB NO. CGC-03 ..., - .- .. ,- ,,. ._..„...,, / 1 c) il 1 ri,„,,,,, 1 1 ‘414ftis / IX X X X X ,''--------- --* *44 %‘N ; * T n` C x * WI m. m °r 07 e °T 0 • + LU e / 0 z.,/‘' 1/ / j / Z LJJ • p Q U 1/ i -113- ct ? i I el ii © . ° 1 Z >. ... • Q m o i �, t O O R W$.J i �b,f;. -�- I. LL Q 2 2 / m..� m /41, / /// 0 0 C9 v m / m vy i :*it , F— 1(I I I Mr Mt IRR I M IRR IRR mk, 0 li 4ili 011 —DaZ / IRR IRR k k mr,AuffkAourr..,, wour:dommormeamommi74• Embeimma.liemprimum.ALianomiW",jimmimmitiolgi I wi i DRI V D WA Y ACCESS � 1 1 1 + + LJ.! o v� 1 ©r, ® ©P I I a� 0 a® 1 1 © 1 1 q� + + a vv QCD/ Alm giiil ok 7.-APVIII Ak iti i LLI -11:=0141F-4 11111-------w eillipmmingwanviritior- g—Iiriplirmirimm----ININ-i—roAN NE i--hrdaiNr----ii )4 - rown,,, , 1 (..., Nal. pm. .... .. 4. i\.) 1111111111101111 1111111111111111 111.1.11.11 IIMI I II am , ma , _ iiiiiiiIiiiiiiiiimst. .simum _ANNE '-', 1 aum nom= miumuml umiiiiii lummumitrir ' c3 i w.' MM. M11111.11111111 will. rIIIIIIIIIIIIIIIIIMIMMM ., MM. 1 ! 111111111 M11111111111111w Bill w 111111111.11111 wlIllIllMIIIIIIIII •, / I MINI MUM i IIIIIIMMIMI =MIME =MEM 1.501111Mtl= nal IMM1111111111 11111111111111 III -4-Air-- / .-o-/ ....... ik / / g ,..0 . e.„, © , MINI IIIIIIIMIIIII EMI 'w oball 111111 MIMI .... liglIMIll EMI 11111111111111 1 ° 1 0 c...) 1- 1Q.-4 111111111111111 MINI 111.11.11111.11 11 11.111.. 111111111111140sommom Nommium mom= mom = . . . , g - iimin .....m. •iii ...: munium mon * nom aimmou mu ^l . I 1 , ...... mom ammumi am4 _.: i. cit Pim' 71, ....T,f1 , 1 I � 1 err---II ., , °' _ 1 1111111 IIIIIIIIIIIIIIIIEI , 4=1 vToo--- MK , = IMIIIIIIIIIIIII 1111111111111111111111 IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIb iiMiliii.i MEN N 0 jj : Z g Lij i(X311 r) ' NNE MI ME -lbs i' -;-: 1 -!.,! 1111111 _ 11. 111111 ammimillIMINIIIIIIII imilli lila IIIIIIIIMIIIIIIIII 11111111111111111111111119 MI / / / 01111.1.1111 Mal MAI .�..... / 11�� 1.1 MIIIIA1 Q Zw— 7 / ai °' ...; 1 1111111111111111 IIIIMIIIMIMII 1111 1 0 iil o M EMI I 1.1111 MI OENi N 1 — 111111111111111 �_ i , 1111111 MIK illi= MINI \ �_ J i z I MIN MIN I I MEM ME= 1.I. ' 1111111 MN 1111111111111111,, 40 J/f ._. �" - - EMI- 111E1 1111111111•11 1111111111111111111 MUM11111111111111111 � ; ' TE% , 1 747 ' I y " . � I 0 0 MINI MIS ,� _ �, ,� �_ mMilo aiiii.. MN , MN Milli NNW_ iiitiiii � a 6 JE E P. CREEL , p 11111 1 _� ►� OREGON 4,_,_. I MIN MIIMIIIIIIN 1.1111 6MIMI 11111111.11111 MEM 6 111.111 NMI � �- dS/13/7! t'Ll—. ' 1111111 1111111111.11110 1111111 MEM MM. - 11111111111111. 1.11.1=11 MIN i = MummilliMill imIIIIIIIII _ to , II as i to ) I III I E 11.11111111.1I I NL UZ6 —)C: 6 ` iile _ c) / r--: P Z 't1 ' MOM 11.111111110 EMI ' s' NEM all. 11111111111MI 111111111111111 io aus / o''T ,s, Et NMI IMMINMEI IMIIII , ' EMI da MINIM 111111111111111111 III ! __ • MOP1 1c73 gIllt 0 a s Cl) MIN IIIIIIMIIIIIII MIN NEN 1111111111111111 1111111111111111 NMI m e & / M 171 1.111111.110 o BEIM IIIIIIII o 0 ° ° IIIIIIIIIIIIIIII EMI k cT) Li if** 11111111111111111111 u) a � � lr � MEM 4111111111111111111 G 0 / A mom ENE simi ummon mounmi ozZ g -1 < 1 mom immoms am Ems am MIIIIIIIM 11111111111111111 MEM= I 4 / iiiii / 8 c75 1 > MEI 111111.1M1111 NM. II= MUM 'a' I MIIM !MI . ' MEI , 211111111111M micagam 111111111111111E 11111111111111111111 ...... 013 w 1- w >t �k 0 � u� ,, tri IRR IRR 0 IRR ,�itt�tl f w ' ' i 9 TIP / U 110it' w 6 i c, / 1 z ce `nCD CONSTRUCTION NOTES 1 Q w ( IRRIGATION SYSTEM SHOWN OUTSIDE OF PLANTER FOR 02 INSTALL LOW VOLTAGE LIGHTING. QUANTITY 4. SEE DETAIL .1111 / Lu DIAGRAMMA TIC PURPOSES. ALL IRRIGA TISYSTEM 1/L2.3 AND LEGEND L2.5. CONNECT TO IRRIGA TION TIMER. 1 a woN COMPONENTS TO BE LOCATED BETWEEN CURB AND PLOTS 01——I w 17 AND/OR BETWEEN PLOTS. HARDSCAPE CROSSINGS INDICATED 0 INSTALL LOW VOLTAGE LIGHTING. QUANTITY 3. SEE DETAIL 1 r BY SLEEVES. COORDINATE LATERAL AND MAINLINE 1/L2.3 AND LEGEND L2.5. CONNECT TO IRRIGATION TIMER. SHEET NO. o LOCATIONS WITH NEW DRAINAGE LINES (SEE CIVIL 1 0 10 20 40 ix o DRAWINGS). E-- w SCALE: 1" = 20' cvn l ,�/ 1 w Essen LEI ,C-2 , miso + MIEN MOM MINI RIMS SIMIIII WOO= === MIIIM MOW U MATCHLPNE - SEE SHEET L2. 4 �, / JOB Na. a I g / CGC-03 i MATCHLINE — SEE SHEET L2 1 a 41 iZEZIn t7:6421126 1040/41 =NM ii.i4 WM= MR= =WM IENZZI Mt= Mg= =a= *Ztra r- - MONA MeXata MEM Mradgn mar= mon um= E023= ME= 452=4 4=14S44 SWUM ORME =UM MA= Vigara& Ma= Wei =MAI MOM 144MSM 3421=1 CAESSIS En= 34245= MMIZ 142=Mil WIS=2 MOM Itil=1 WM= MMUS nom wawa mows nom WEE= MOO talgt14 an= =CZ= EMIR= 04=411 raga= Emma + Emozn Zeman Cam MODEL HFS-400 I PWR 1 MODEL FCT-400 W )' 4 VALVE BOX AS SPECIFIED I— MIN. 18/2 MAX. WIREWIRE TO ACCDISTANCE POWERRUN MODEULEOF1,000 . FINISH GRADE W ' o 6" MASTER VALVE 2.5 1 MAIN LINE PIPE Z W S e e iJ (K f ©p 1 z E110 1 1 1 I % g -4( rzilk a / / :CI n=iii 1*- 011 0 0 a . * 1 e - ,-- - Q ,__ . CK I- NOTEi I i ■�11��,i ■I■ 4 INLET PIPE LENGTH OF SENSOR MUST BE - J . ■ MIN. 10X PIPE DIA. STRAIGHT, CLEAN RUN j�� W 1 ' OF PIPE, NO FITTINGS OR TURNS. OUTLET '' ' 0 ...yr• : % • . I,�� -!" j e• `'+ /� w API t• Virg �•� �- ��� g ❑ 1 PIPE LENGTH OF SENSOR MUST BE MIN. 5X 0•. �•. .woo•'•', i• , '• .• ��• .'•� . pt:� �. • r i CD e Q � - is 0 --4 �►�:; 40;i - is.� • .�, i ia :, Asn •:. PIPE DIA. OF STRAIGTN CLEAN RUN OF • V• ,•. i �. T . .- •. -..y, . +• .+/, �� C J TIP ,., n i PIPE NO FITTINGS OR 'TURNS. • ..II• •. . i• I, • 0 r'• , .�• • d • • -icePose ` ��. ,.��;. � j0,0004$100��� �.� ji • fes• 1�,� '' . t WI 4949 I 2 40 1 1 HFS FLOW SENSOR C.3 CD 1 1 1 1 Section NOT TO SCALE O - TN k giAlr IN 11,24) to �' m . _ • :► p Q p o p p CO Q it ofr.00 1\ \ IRR IRR IRR IRR IRR IRR > IRR IRR IRR z1 - > -o ...fr., I 111 railp 7,4„) \ /\\� �, ORI VEWA Y ACCESS iii r.r m•mm ,_,0 p 1- a , IRR S IRR IRR 1 : : P1"41 w L7 CC i-r Ig Z41 t'r Q1 1 , C9 `Z ; eV! / / / / / / Q , LL! ,, r� in/ , I, ... , , \ 1 Z v, o / 1 1 I o rsis. / 11 i - 1 / 1 4036.144) / ♦ 1 . r W 74jorro :7 • ✓ Ifr----1 I , 4 CONSTRUCTION NOTES TE P. EE / i I FX LUMINAIRE DEMO EXISTING MAINLINE, T?P. SEE SHEET L2,0. OREGON am1 \ f 45 1940 Diamond Street 1i San Marcos,CA 92078 Iii / li? / �� I Main:760-794-5240 0 INSTAL NEW 6" MAINLINE (SEE LEGEND) W CCAPE/ Technical Support:760-591-7383 V J / www.txi.com O CONNECT EXISTING LATERALS TO NEW MAINLINE - / I VERIFY EXACT LOCATION IN FIELD. I a ce a CD 1 _ a. o N / �\�� 0 CONNECT NEW MAINLINE TO EXISTING PUMP ,� a ti w z -q 1 / 1 DETAIL LEGEND Z 6 o / 05 1 L a� O FX Luminaire FB fixture. See plan legend -J LU i w CNi / for wattage, beam spread and accessories. _ _ a a c� cp o / , ' O Aim fixture a minimum of 10° off vertical 0 �, 0 ; / 1 to allow water and dirt to drain off lens cap. 0 11111111111. Cri / , I } O FX Luminaire Past Mount. w W _ / 0 Finished grade. co 4 ci, C07 / e 1 O Concrete footing. Depth per local code. 0 i A .. o / / / / . Q. kDirect bury, UFIUL, copper, low voltage _.� z z cable with 3M DBR/Y 6 direct bury splice kit. a „a rf o C7 , Leave 18" minimum wire loop coiled below --1 �� 0 4. fixture for service. z 1 .1 E . 1 w 1 ,' S 1 NOTES 4 a c� co re .1 N A. Installation to be completed in accordance �. i - - with manufacturers specifications,ci Lu ( I0 1 �, B. Accepts 10-15 volts-AC or DC C. See plan legend for LED board option, beam Lu v1 spreads, and accessories. to lar � '.':...'.: .. :. ....:.... o � D. Always refer to FX product installation notes t. ) - z Ce cn z prior to installation. 0 ›-- 1 U niF7 0 * 4----.... • cc il5 1-111 LU Ilk Lu 0 M Ili 0 1 FB UP LIGHT U li �' © POST MOUNT NOT TO SCALE Lli © ® SHEET NO. ce 44 I--- �� IRR - - z �R �R _ _ 0 10 20 40 UJ 1 co / / / / / // 0 1 SCALE: 1" = 2 L2 • 3 U / / / / I / // / / / / // / JOB N0. 0 CGC-03 I V ATCH L \ E — SEE SHEET L2. 2 iIf r „> ���ma m o�� �� rm � � A �� � ���i � �v Fav �i � , 'W/AA WA ,iii,. �i,� ;, �� w ,,ir 1 / / / / >.n Ct I W s ILI g 1f I I I 8 1 1/ /I/ I 1 Z W ,f Q U r A g 1 f & 1r' I z O O ,ar' / It f y LIT' t.i. M $f 1 424 g V p g 1 E f 1 E U 1 W 11 11 I 1 v II/ I I ei a� /1 / 11 /4 i // /I ig ,1 I _ • © O© © • © I 11 1 1 f CO o I 1 crN � • N w1Ocn IRIIiRR IRR IRR IRR IRR IR IRR IRR IRR IRR IRR IRR R IRR IRR IRR sg Q w Ct i Nr g r1 , o il r . d ACCESS DRIVEWAY II i a) I-- o 0 I CD g E— w � N a y^,,., J C'ni��' n • 1- °yr' sem, m Ct 0 .� — ° I f #f / 3 • rl LJ PLil gN / ; x N C3 ' O M 1 Iw . 1 .� ca ! W W P 1111 / ` 1 < ' O ..2 w // f ! (NI a f i 0/STE% p IRRIGATION GENERAL NOES ;$ g I ti ki„,/ g ® 747 W I II IJE PE CREEL 1. THE CONTRACTOR SHALL INSPECT THE SITE AND VERIFY CONDITIONS AND DIMENSIONS PRIOR TO II 1 OREGON = P / 61 J CONSTRUCTION. 05/13/11 2. IRRIGATION PLANS ARE SCHEMATIC DRAWINGS ONLY. PLACE LINES IN A COMMON TRENCH WHENEVER fI POSSIBLE. FIELD ADJUST LINES TO AVOID CONFLICT WITH UTILITIES. COORDINATE WITH DRAINAGE AND I -cif WATER PLANS. Q Iff fes-- f 0 ate. 0 o s's F '•.. 3. IRRIGATION IS COORDINATED WITH THE PLANTING PLAN AND SITE IMPROVEMENTS AND IS DESIGNED ' WITH HEAD TO HEAD SPACING. COORDINATE IRRIGATION HEAD LAYOUT WITH NEW PLANT MATERIALS, 1ff z P LOCATE SPRAY HEADS 30" FROM BASE OF TREE. DO NOT ALTER HEAD LOCATION, PIPE LAYOUT, OR 1 - I I II 0 VALVE LOCATION WITHOUT WRITTEN APPROVAL FROM THE CONSTRUCTION MANAGER. NOTIFY OWNER'S gI z Z W Z cc REPRESENTATIVE IF DISCREPANCIES OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. i gI c� Li � w i- c i 1 4. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND PROPERLY ADJUSTED TO I tg 0 0 v o PROVIDE ADEQUATE COVERAGE AND MINIMIZATION OF OVER SPRAY ONTO WALKS, BUILDINGS, PARKING 11 / I CD AREAS, ETC. U / II I in 5. ALL PIPE SIZES INDICATED ARE MINIMUMS. CONTRACTOR MAY NOT DECREASE PIPE SIZE. LARGER I°PI t 1 w PIPE SIZES MAY BE USED AT NO ADDITIONAL COST TO OWNER. 1If5 gg gg Lu 1 / cn = 6. INSTALL ALL IRRIGATION PIPE AND CONTROL WIRES IN PVC SLEEVES BELOW ALL PAVED SURFACES cn (,) UNLESS OTHERWISE INDICATED ON THE PLANS. INSTALL SLEEVES PRIOR TO PLACEMENT OF gs 11 0PAVEMENT SURFACES. COORDINATE WITH PLACEMENT OF SUB—BASE. g I1 II g � Z o 7. COORDINATE IRRIGATION POINTS OF CONNECTION AND LOCATION OF AUTOMATIC CONTROL VALVES f I r f z 0 0 WITH PROJECT MANAGER. COORDINATE ALL WORK WITH OTHER TRADES, I.E. ELECTRICAL, MASONRY, I' CONSTRUCTION NOTES o c.) ETC. II v z 4�1 O1 DEMO EXISTING MAINLINE, TYP. SEE SHEET L2.0 w 8. CONTRACTOR TO PROGRAM AUTOMATIC CONTROLLER TO ALLOW FOR THE EQUIVALENT OF 1" OF / o wo WATER PER WEEK, OR PER SITE AND PLANTING NEEDS FOR BEST PLANT HEALTH. 11r / I O2 INSTAL NEW 6" MAINLINE (SEE LEGEND) wi 9. ALL PIPES SHALL BE TRENCHED. PROVIDE FOR POSITIVE DRAINAGE OF MAINLINE. PLACE MANUAL / 0 CONNECT EXISTING LATERALS TO NEW MAINLINE. I— I DRAIN AT LOW POINTS IN MAINLINE. LOCATIONS TO BE DETERMINED IN THE FIELD. IDENTIFY VERIFY EXACT LOCATION IN FIELD. — 2 LOCATIONS ON AS—BUILTS. I 10. CONTRACTOR TO INSTALL CONTROLLER AND ACCESSORIES PER MANUFACTURERS' SPECIFICATIONS. co 1 CONTRACTOR TO FURNISH CONTROL WIRES FROM VALVES TO CONTROLLER. GENERAL CONTRACTOR w (.0 SHALL BE RESPONSIBLE FOR COORDINATING 110 VOLT SERVICE AT BUILDING AND CONNECTION TO g g 0 CONTROLLER SERVICE. / I U i I z cn 1 11. INSTALL FOUR (4) ADDITIONAL CONTROL WIRES AND GROUND WIRE FROM CONTROLLER TO END OF I Q MAINLINE EXTENSIONS. - f 1 1 I i LU I LL 121 Lu . ALL SPRINKLER BODIES TO BE 12—INCH POP—UP TYPE. 1 w ]I/ _ w _ � U 13. INSTALL 1 ADDITIONAL CONTROL WIRE AND GROUND WIRE AT SIGN. SEE PLAN. g oP 14. INSTALL 1 ADDITIONAL CONTROL WIRE AND GROUND WIRE AT TURN—ARROUDN ISLAND. SEE PLAN. / II / / ' ,g SHEET N0. ct z I°1 / I/i w ff j g 0 1 tI L2 • 4 Cl)CC A1 //1 fs / / 0 10 20 40 U ; 0 1 0 1 II / SCALE: I" = 20' JOB NO. 0 r CGC-03 SPECIFIED TOP SOIL TOP OF BOX 12" ABOVE FINISH GRADE SPECIFIED TOP SOIL IN TURF. 1" ABOVE FINISH GRADE IN TOP OF HEAD TO BE /2" - 1" ABOVE FINISHTOP OF BOX 1/2" ABOVE FINISH GRADE I II GROUNDCOVER AREAS GRADE IN TURF AREAS - AT GRADE IN BEDS IN TURF. 1" ABOVE FINISH GRADE IN 10"0 ROUND PLASTIC VALVE BOX WITH ■�■I■� I --_ GROUNDCOVER AREAS 1 I' ' I I . 'I LOCKING LID 1 ; POP-UP ROTOR I fl 10 DIA ROUND PLASTIC VALVE BOX I ,.1�� Y III FINISH GRADE L WITH LOCKING LID w PVC SCH. 80 NIPPLE I I „ I I FINISH GRADE 8"0 PVC VERTICAL ACCESS RISER,I \O fl ISI � I I LA �� � SCH. 40 PVC STREET ELL �����������'�`��'���'�"`�•"�''"""`�'� � 1 - �� �� • `����>�������'��'���:�"� NOTCHED TO FIT OVER MAINLINE LLJ SCH. 40 PVC TxT 90 DEC. ELL _ 0 i r - �^ 8 DIA PVC VERTICAL ACCESS RISER, " - COMMON BRICK, 2 REQUIRED 180' �- 1111r SCH. 80 PVC NIPPLE ......... '- �/. � _I .. .... . .. .. .. Il ....T .......... %2 NOTCHED TO FIT OVER MAINLINE ' w I '� �/� 3/4" X8" MIN. " I I J ►L - ��i Lim APART SCH. 40 PVC STREET ELL I `� rib ��. i 11 SPECIFIED DRAIN VALVE IRRIGATION LEGEND I �� i - < C , =I 1 I COMMON BRICK, 2 REQUIRED 180' APART I iI I I=-= I I 1 1 I- v r EQUIPMENT SCH. 40 PVC - TEE OR ELL z..4. 97...-_ ., ;wail W = ---'�• '►' =� SPECIFIED GATE VALVE I- - ��- _ MAINLINE w O SYMBOL DESCRIPTION DETAIL �, AT LAT. LINE ~1 0���li PAM =1 I I III-III ��•�Te7-1,. - 0� LATERAL LINE I , , I- �-MAINLINE1 I = I I-1 ! : _ 1 1PVC SCH. 80 ADAPTERZ QIII III= I -1 I I I —'•Iii ►••.�� © III-�te-fillgslil !VOr.-1•�I4 SCH. 80 NIPPLEQQill H BALL VALUE - NIBCO T-560 OR APPROVED EQUAL. PLACE AT ALL 1111 1 PVC SCH 80 ADAPTER I I I I r.ALL HARDSCAPE CROSSINGS 1=_-_-1 . •II 3/4" ® I —I — I —III �I• .�~c D - HUNTER ICV- -FS-AS-ADJ SIZE AS _ I- s III ;- ��:�•j !+" 1 12 CUBIC FEET OF WASHED c 0 REMOTE CONTROL VALVE G , © -III � 4" MIN DEPTH OF /4 WASHED GRAVEL �/•�� •.�� GRAVEL Q v SHOWN REMOTE CONTROL VALVE. ® I 711 ,_ I :;���!�. I 0 4 —III • / -. 7 O QUICK COUPLER - HUNTER HQ OR APPROVED EQUAL. Mr 1 Z LL LLJ ® MANUAL DRAIN VALVE - D ROTOR - SWING JOINT ASSEMBLY ISOLATION VALVE I I I I MANUAL DRAIN VALVE V NOF I I I I -2) Section Section Section I I I I (n NOT TO SCALE NOT TO SCALE CONTROLLER - HUNTER ACC-99D WITH 2-WIRE OUTPUT, DECODERS FOR 8 NOT TO SCALE I�' I EACH VALVE, SOLAR SYNC, RAIN SENSOR, ROAM XL REMOTE AND FLOW-SYNC. NOTE. U VALVE BOX WITH LOCKING LID, TOP OF BOX 12" ABOVE FINISH 1. FURNISH FITTINGS AND PIPING SPECIFIED TOP SOIL GRADE IN TURF. 1" ABOVE FINISH GRADE IN GROUNDCOVER WIRELESS RAIN-CLIK - HUNTER WRC-INT NOMINALLY SIZED IDENTICAL TO AREAS Rc NOTE: MOUNT AT 10 FEET ABOVE FINISH GRADE ON 4"X4"X14' P.T. POST NOMINAL QUICK COUPLING VALVE TOP OF BOX %2" ABOVE FINISH GRADE BALL VALVE, LINE-SIZED TO AND FASTEN POST TO WOOD FENCE. Q INLET SIZE. IN TURF. 1" ABOVE FINISH GRADE IN MATCH REMOTE CONTROL VALVE VALVE IDENTIFICATION TAG GROUNDCOVER AREAS SCH. 40 45' ELL ® FLOW-SYNC SENSOR W/ MASTER VALVEREMOTE CONTROL VALVE AS SPECIFIED ® 10"� ROUND PLASTIC VALVE BOX WITH VIll1+ II�I IIIV I I'1 LOCKING LID SCH. 40 TEE AT MAINLINE SCH. 80 NIPPLE TYPICAL OF 2 1 I � � . - - - - - SLEEVING - 1.5 X LINE SIZE MIN. 6 I ; FINISH GRADE00 N I I I I I r PVC UNION TYPICAL OF 2 I o '' - - - - - ® . j III I I I AAA I FINISH GRADE o ............... k,1.I I li thi. I I L - V.�I��I�.AIM r N adirriirr C/1 e-( _ QUICK ICK COUPLING VALVE MAINLINE 6 SC VC ........ . INLI H 80 P ----SPECIFIED® I- PVC SCH. 80 NIPPLE (LENGTH AS REQ.) - ; : : ED TOP SOIL Ini , .s in -2 TYP� - i�� N � ` � .. I III I I II PVC SCH. 80 NIPPLE (LENGTH AS REQ.) :::: :is:�:a::::: is:i:l: a:i::�.-1:: :�;:: : :�: ::�. 1 C/� LATERAL LINE - 1 SCH. 40 r�,..�. " * 1 1 I I f 1_I (0 o 4 _ 5-1 / ® — °�/ /._ 4" MIN DEPTH OF 3/4" WASHED GRAVEL `D a 111 4144,0 !' I 1 _ I I II lliftWOQ d- '--- _ "'I.0:4 flitI '��I:'- PVC SCH. 40 TEE OR ELL � �'_'I `�� � II' � • LATERAL LINEEo a y LATERAL LINE - 1.25 SCH. 40 I 1 MAINLINE �- :�� �� 3 gikI -III III II :MIK, �. �• �./•.,* .; ;,;:.0C� I �' 3LATERAL LINE 1.5 SCH. 40CO • o../ . COMMON BRICK, ONE REQUIRED A T EACH CORNER OF VALVE BOXPVC SCH. 40 ELL -III III- °3 Z=I I !��jO a—p.I ! if::::..,::::..; JF---'---1 1= 1 .-' Q 111— MAINLINE I /• j . �. �` • _ � �• �, M 1 I I _ PVC SCH. 40 STREET ELL �i�.+:.�,.j�•�. • •�/ _ s ' , LATERAL LINE - SIZE AS INDICATED, SCH. 80 PVC - II i i I III-III- • •/ �� .._ /� _ " ® NO. 4 GALVANIZED STEEL REINFORCING - 1 - - 3/4" WASHED GRAVEL ' "u I N 0 I o M 1 1 . BAR (DEFORMED) WITH 2 STAINLESS -III - I - I _ a o STEEL GEAR CLAMPS SECURED TO -I I 1• I -III= - = hal ' (4 _ 1 w 1 z v QUICK COUPLER ASSEMBLY AS SHOWN. -11141 ( 1 1-I 1 I �- 1 - � � � I o a -III-I 11- I-II - III " � � � IIII I VALVE ZONE KEY QUI CIS COUPLER I I I I Section REMOTE CONTROL VALVE Section VALVE NUMBER 4 5 I I I Ies,,,,,,,, NOT TO SCALE NOT TO SCALE 1.5" 45 ® 747 GALLONS PER MINUTE CONTROLLER LOCATED IN LOCKING 5:V.Iitei-g.00NREEL VALVE SIZE WATER RESISTANT STAINLESS STEEL05/13/11 SPECIFIED TOPSOIL CABINET C " ,�Q` HEAD SCHEDULE p�`-' PAVEMENT FINISH GRADE DETECTABLE METALLIC UNDERGROUND � � JUNCTION BOX WARNING TAPE CENTERED OVER a Ef. a SYMBOL DESCRIPTION PSI RADIUS GPM - ° PAVEMENT SECTION HORIZONTAL LOCATIONS OF MAIN AND 1" PVC SCH. 40 CONDUIT AND FITTINGS _ "' ��•� av ��. lip LATERAL LINES [ TO POWER SUPPLY; COORDINATE z HUNTER 1-25 ROTORS �� .•.k /•�•..or••-..0 .ow CONNECTION TO POWER SUPPLY WITH ,•���:j•��� ��•�`.rj•410;0.!, DETECTABLE METALLIC UNDERGROUND e ELECTRICAL CONTRACTOR o 0 ••.� FII G D w WARNING TAPE CENTERED OVER FINISH GRADF 0 1 • � I. _ .1 c.) iii - 60 VARIES - HORIZONTAL LOCATIONS OF MAIN AND L.0 0 I-25-6-SS 6 SS (F, H, & 7 9.2 <n 04. Q I w � _ Q 0 0 N N -_ ,:..::..::.•::..::.•::.•�-- III LATERAL LINES � LATERAL LINE U - — SCH. 40 PVC CONDUIT AND FITTINGS J — o —III—I v HUNTER 1-40 ROTORS o1 — " 'I = III I = : ;-1 I -III III I I ti i IIII 0 .. _ "• . • . ..'.'�` 1 -III I =I I= SPECIFIED TRENCH BACKFILL :: :'f.. SPECIFIED TRENCH BACKFILL ':t.'':': ' :t':' '• c.) _ I--:ft'.;:.::::., ;:.:::::.:::.,'.;::: .;:::: - - _ ': 'i _ :t= CONDUIT FOR IRRIGATION WIRES l :: 1 � a _ -: •...• .• ; : .. .-- I I - ti .a :.�..:.:::•..:. WIRES TO REMOTE CONTROL VALVES I- I-40-6-SS-ON (FULL) 60 VARIES 13.2 - 28.9 I 't��A,:�l;: III- - III MAINLINE iw ,_ .t; , t::.- SPECIFIED SLEEVE _ _; .; ;::::?:.'•:::::........:1'.'•::: :::: 11-t a - -::::•:.. I1 -I MAIN OR LATERAL LINE I— ::• ':•:,: I u) — •,�.'•::::' —I I 1=III— — t' ` •4 : 1 ' ;-- CONTROL WIRES BUNDLE BELOW TOP ; ° / o HUNTER MPR40 HEADS W/ MP ROTATOR NOZZLES =1 I 1 = :VIII 1 I " = I 1 n : -: =I 1 - I OF MAINLINE g I I I LII=I I I=III-71_,I1 I =III— UNDISTURBED SUBGRADE I - `�A•�7' " 1 I _ _ = 1=�_�-I I -I 1-71 111„III I MILS I =1 6 z CD _ III- II III 11 - F- B Q MPSS530, MPLCS515 & MPRCS515 30 5X30', 5'X15' .44, .22 - _ _ I a -I1 1 I I- : YP I I—III c 0 z I II- II— I i.13 C� V ® i MP1000 (360, 180, 90) 30 8'-15' .75, .37, .19 = UNDISTURBED SUBGRADE 0 - w • 0 MP2000 (360, 180, 90) 30 13'-21' 1.47, .74, .40 SLEEVING TYPICAL TRENCHING CON TROLLER 1 (6 8 I I I I I I I I I I I I - w Section Section Section w • ® � MP3000 (360, 180, 90) 30 22'-30' 3.64, 1.82, .86 NOT TO SCALE NOT TO SCALE NOT TO SCALE c.> > co O o w 0 U O z a oc w LIGHTING SCHEDULE o w 2 v # 12V FB UP LIGHT BY FX LUMINAIR - POST MOUNT PER DETAIL SHEET NO. 0 1 0 z w oco L2 . 5w v 0 JOB NO. 0 CGC-03 CRESCENT GROVE CEMETERY 1200CN - EROSION AND SEDIMENT CONTROL PLAN i STANDARD EROSION AND SEDIMENT W Progress �0\-CSS CONTROL PLAN DRAWING NOTES: THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS I- 6 # ' y�< s ESCP AND GENERAL CONDI TIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE W ,l Q 6��0 "' ¢ 1. All permit registrants must implement the ESCP. Failure to implement any of the control measures or 1200-CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN 1 < -' o °' C� v OWNER practices described in the ESCP is a violation of the permit. PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. W w v C4/1,y,, Oc 2. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. W ' < o u7> �'-, CRESCENT GROVE CEMETERY During the construction period, upgrade these measures as needed to comply with all applicable local, v 9925 GREENBURG ROAD m ; < LSD TIGARD, OREGON 97223 state, and federal erosion and sediment control regulations. CI) ORMA�TIN LN `-< 503-639-5347 3. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific W (,) / •1 91ST < AIN CONTACT: NANCY FELTON conditions. Submit all necessary revision to DEQ or Agent. IZ AV 4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from w o Washington NANCYC�CRESCEN TGROVECEMETERY.COM O > BONDERS becoming a source of erosion. ST BMP MA IRIX FOR CONS IPUCIION P/ IASI- S o Q IVANA _ 5. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation Square c.) -CT LEHMAV ST ENGINEER including important trees and associated rooting zones, and vegetation areas to be preserved. Identify 0 / J) U o_ Metzger vegetative buffer zones between the site and sensitive areas (e.g., wetlands), and other areas to be 0 C9 _ co rn = g HARPER HOUF PETERSON RIGHELLIS INC. preserved, especially in perimeter areas. I- (kJ ST 205 SE SPOKANE STREET 6. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when 0 I'-' SW N z> PORTLAND, OREGON 97202 practicable before and after grading or construction. Identify the type of vegetative seed mix used. REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF 0 Z J, rn LOCUST o< (503) 221-1131 7. Erosion and sediment control measures including perimeter sediment control must be in place before y > 1,i CONTACTS: JANELLE BRANNAN, P.E. vegetation is disturbed and must remain in place and be maintained, repaired, and promptly AVAILABLE BMP'S. W 111 1 �� Q IC Lu. _ JANELLEBC�HHPR.COM implemented following procedures established for the duration of construction, including protection for U COQ ,; active storm drain inlets and catch basins and appropriate non-stormwater pollution controls. MASS UTILITY STREET FINAL WET WEATHER Ur)^) 217 OAKWAY- 8. Esta• • h _ . _ -t- r ••. • e o•_ e - e•- •. •- .a ••u .r-. o or- .-.• ••. . c - e work. VJ ST PERMITTEES SITE INSPECTOR: Direct all wash water into a pit or leak-proof container. Handle wash water as waste, concrete CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1 •MAY 31ST) n `co W Q OAK 0)/ ST A disc arg- to wat-rs •f t e s ate is p ohi.ited EROSION PREVENTION < I PRESERVE NATURAL VEGETATION �� �� ���\ /-1/-1 o NAME: MARLIN DAVIDSON 9, Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as `n COMPANY AGENCY: HARPER HOOF PETERSON RIGHELLIS grading progresses and for all roadways including ravel roadways. GROUND COVER ( ** A ` � COMPANY/AGENCY: g p g y g 9 y HYDRAULIC APPLICATIONS v � - ����� `-��� __7_,:t-:...___ ��� IF - PHONE: 503.221.1131 10. Establish material and waste storage areas, and other non-stormwater controls. PLASTICSHEETING I \ SHADY FAX: 503.221.1171 11. Prevent tracking of sediment onto public or private roads using BMPs such as: graveled (or paved) exits EMAIL: MARLIN@HHPR.COM MATTING and parking areas, gravel all unpaved roads located onsite, or use an exit tire wash. These BMPs must DUST CONTROL X X X X DESCRIPTION OF EXPERIENCE: ODOT INSPECTOR CERTIFICATION NO. be in place prior to land-disturbing activities. TEMPORARY/PERMANENTOL SEEDING c te 48968. 2 YEARS EXPERIENCE INSPECTING EROSION AND 12. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. BUFFER ZONE SEDIMENT CONTROL. 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment OTHER: fueling, maintenance, and storage; other cleaning and maintenance activities; and waste handling SEDIMENT CONTROL NARRATIVE DESCRIPTIONS activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as SEDIMENTFENCE **X _ _X X X X VICINITY MAP X well as debris, leftover paints, solvents, and glues from construction operations. EDIMENFENCE( ERIMETE 14. Implement the following BMPs when applicable: written spill prevention and response procedures, STRAW WATTLES X X X X X X �+ j o NOT TO SCALE em to ee on and sill kits in all vehicles, re ular FILTER BERM O • 0 , rn EXISTING SITE CONDITIONS employee training spillpreventionproperdisposalprocedures, p g maintenance schedule for vehicles and machinery, material delivery and storage controls, training and INLET PROTECTION **X X X X X X cn '''- ; O MDEWATERINGTHE EXISTING SITE CONDITIONS IS AN EXISTING CEMETERY. signage, and covered storage areas for waste and supplies. /� � � � � ; ,.�::;15. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. / 1\ "' ' `' CD w c. o( NATURAL BUFFER ENCROACHMENT •� C/) 1DEVELOPED CONDITIONS 16. The application rate of fertilizers used to reestablish vegetation must follow manufacturer'sOTHER����� '�^�recommendations to minimize nutrient releases to surface waters. Exercise caution when using RUN OFF CONTROL $ 1 ay , Z c•• aTHE PROPOSED DEVELOPMENT INCLUDES CONSTRUCTION time-release fertilizers within any waterway riparian zone. X X X X X X �.{-� oCONSTRUCTION ENTRANCE *OF DRIVE AISLE, STORM DRAINAGE IMPROVEMENTS, AND 17. If a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for - N PIPE SLOPE DRAIN ( o tU 3 - -;---' WATER LINE IMPROVEMENTS TO THE SITE. sediment or other pollutant removal is employed, submit an operation and maintenance plan (including OUTLET PROTECTION �Q cn '� �rs.. r� 0 : .-.P* �t ice« .s s x .:. Y i :�:}.134�._ -t.a.,:ti: ,`00 1, "��a _ tit `'s = _ system schematic, location of s stem, location of inlet, location of discharge, discharge dispersion device SURFACE ROUGHENING C F k l .[.-T."�-i.,.?�''s�,�4 A'�._P.r� h.i�: $.� .43::���$.:�t:;'�;'��:�'�:�'.:i i:3-}:$:o-�t� }-+ ' F _.�-�:-'-`� Y Y � , "itS1402*.rft,k4 4*IE � = : P: t Yf= . x ::::- '_* fi:: i P:= rM` desi n and a sam lin Ian and fre uenc before o eratin the treatment s stem. Obtain Ian a royal CHECK DAMS . MSI MSI �/ Lf .. f , . p :.,.MT:t 0 x 9 P 9 P q y) P 9 Y P PP Z : hal Y; `2_ :.a.: NATURE OF CONSTRUCTION ACTIVITY before operating the treatment system. Operate and maintain the treatment system according to OTHER: I u. c s ,' POLLUTION PREVENTION 4 Z 4 ., I manufacturers specifications. ®� - �, • AND ESTIMATED TIME TABLE 18. At the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must be PROPER SIGNAGE ' ' - C,424341HAZ WASTE MGMT z .s4 cl r r�. % / implemented to prevent discharges to surface waters or conveyance systems leading to surface waters. _ ca ; o r., • • CLEARING MAY 2016 - JUNE 2016 SPILL KIT ON-SITE LU o ( ) 19. Construction activities must avoid or minimize excavation and creation of bare ground during wet CONCRETE WASHOUT AREA0 W • MASS GRADING (JUNE 2016) weather October 01 - May 31. 1110,1„' OTHER: _ a vn o // UTILITY INSTALLATION (JULY 2016) 20. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height , o ' - - STREET CONSTRUCTION (JULY 2016) and b e fore fence removal. • FINAL STABILIZATION (JULY 2016 - SEPT 2016) 21. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth above ground height. and before BMP removal. v v ` �/ V �` /V1).4,4/4. 22. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. �Q� s TOTAL SITE AREA = 21. 12 ACRES sediment traps: remove trapped sediments before design capacity has been reduced by fifty percent ande ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. w� so cy�at completion of project. w o or' Z23. Within 24 hours, significant sediment that has left the construction site, must be remediated. o"a- z >- `�TOTAL DISTURBED AREA = 2.0 ACRES o,0 _ o .I I AA Investigate the cause of the sediment release and implement steps to prevent a recurrence of the \ I T T Idischarge within the same 24 hours. Any in-stream clean up of sediment shall be performed accordingR /� IIOI V /l1 SI /lIM� I V I P \, ,;i wrIto the Oregon Division of State Lands required timeframe. t� ��///11 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or J�, lip w / RECEIVING WATER BODIES: dry sweeping and material pickup must be used to cleanup released sediments. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS NEAREST WATER BODY: THE SITE LIES IN THE FANNO 25. Provide permanent erosion control measures on all exposed areas. Do not remove temporary sediment BASED ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION // CREEK WATERSHED AND DRAINS TO THE SOUTHWEST TO control practices until permanent vegetation or other cover of exposed areas is established. However, do m 0_ m o AN UNNAMED TRIBUTARY OF FANNO CREEK. remove all temporary erosion control measures as exposed areas become stabilized, unless doing so AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMPs WERE NOT CHOSEN El= with local requirements. Properly dispose of construction materials and waste, including BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION = N sediment retained by temporary BMPs. AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, Q L. - - - - INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, o SITE SOIL CLASSIFICATION: 26. and vegetative seed mixes are specified, seeding must take place later that September 1; the type o AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A z z percentages of seed in the mix must be identified on theplans. Y //i FROM THE GEOTECHNICAL REPORT PREPARED BY CARLSONP g NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. � (-) � 27. All pumping of sediment laden water shall be dischar ed over an undisturbed, preferably vegetated area, GEOTECHNICAL DATED SEPTEMBER 2006; SOILS ARE DESCRIBED P p g g di w g x IZL- c) AS SILT WITH SAND TOPSOIL, UNDERLYING NATIVE SILT WITH and through a sediment control BMP i.e. (filter bag). o o o w 28. A I e..os-d soils . us be coy-red dur• . e et ,eater .erio. 0 tob-r 0 - a 31. INITIAL c, SAND. 29. If water of the state is within t e project si e or wit in 0 eet of the projec boundary, main ain the OVERALL SITE MAPTHESE SOILS ARE MODERATELY SUSCEPTIBLE TO EROSION. existing natural buffer within the 50-foot zone for the duration of the permit coverage, or maintain les U 65 1" = 250' EROSION CONTROL MEASURES WILL BE INSTALLED BEFORE A than the entire existing natural buffer and provide additional erosion and sediment control BMP's. CONSTRUCTION BEGINS. INSPECTION FREQUENCY: i, ci, E- 65 SITE CONDITION MINIMUM FREQUENCY w PROJECT LOCA TION PROPERTY DESCRIPTION CA) /WEEKLY WHEN STORMWATER RUNOFF, INCLUDING g 0 , RUNOFF FROM SNOWMELT, IS OCCURRING. �, a. 0 9925 GREENBURG ROAD 1S 1W 26CD, TAX LOT 100 1. ACTIVE PERIOD AT LEAST ONCE EVERY MONTH, REGARDLESS OF o TIGARD, OREGON WHETHER STORMWATER RUNOFF IS OCCURRING o _ LATITUDE = 45.4497, LONGITUDE = -122.7786 --..)i-- 1.11 o 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CC co U IN ANTICIPATION OF SITE INACCESSIBILITY. CONTROL MEASURES ARE IN WORKING ORDER. a_ w ANY NECESSARY MAINTENANCE AND REPAIR co w uU -i 'R OR 0 A G H SI z - o wro- 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. (14) CONSECUTIVE CALENDAR DAYS. cc P _....."._ ,A, __.", _"...._ ..", ....,, ..", ".. .". ...A., ". ...,_ .". ..", ,A, ./... ,./.. ..". _.".._____"____."... _", ,A, _...,._ ./.... ___,._ ) ATTENTION EXCA VA TORS4. PERIODS DURING WHICH THIS SITE IS IF PRACTICAL, INSPECTIONS MUSH OCCUR DAILY AT w v RELEVANT AND ACCESSIBLE DISCHARGE POINT OR OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION INACCESSIBLE DUE TO INCLEMENT WEATHER. DOWNSTREAM LOCATION. z cC v0 CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090 - . - cn 5, P RIIDS IUR NG WHI H IISC ARGE S 0 THL . R SU E ON TONG IM DIT TEL U 'ON co YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF UNLIKELY DUE TO FROZEN CONDITIONS. MELT, OR WHEN WEATHER CONDITIONS MAKE YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST CD } IIS HA'GE LI LY cc NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL A. A. A. - - A. - - J A. - A. ALA. A. A. A. - - AI. L1.7(w w 503-246-6699. 0 LU * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO c� DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. SHEET N0. > * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. ct * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. o * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR w w THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, EC1 c� RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. w cc 0 0 JOB No. CGC-03 n: WASHINGTON SQUARE ROAD ' 0 AV® .- ;rjt /r` / / f i ! /f I / \ f\E•-��_ 4".....-",-.. \1\ I / gS 19 f' / 1 Ij i tJ / 7 r i l // / f ' 1 , 0%� i ; Ir — — t ` \) 0 .0.'1 '40 / // b J IJ / O " :`' ixr r // $/ /lx ,` x // x '� �` © !/ �\ \ \ \, 1 �� / 0 x 0 c\I j 1 (y 0; , f /t J 1 / x * 7\ 11 /.i %, r i j I I f I. + I; / i" 1 i 1 1 ; ` •r `� A, ` /� (v I I I' ! l I / ° 0 ff I ' I f / �-�� ♦ °/ �. }` I !t z f f / / / 3 I /// ' ! x1( ! 1 /PROTECT EXISTING VEGETATION / / '' t 1 / \ -'- l O Lil „„, // / t / ! �! I I ,' �J j r' 1k... i IEf /' Jtt t j 7 f `, '�� �, / i !' 1 I I ; f / i I /.J ;' t r / f ! ' / 1 l I x \ f I t s �0 / f / / ; I I I / I /t; /• J r J,, / J 1 i ! —_ ' { I \� J W J J f 1I , 7 1 f xi J I' / t t I I / 4 / , / �/ \ * ' O • f ...am,OM UM ii IIIIIII il IIIIMMI GM 0.'" s Sala', ...- / 'N' •/ / \• I / / / / ,l / / \ \ / ' V #* �� / // e f ����� f ;` ' Il r• i i / \ / 1 ; 1/ /1 / / / 7 / / 1 �, \\ �/ �2s� / o 1 ! t �Gr._I F-_-.--1- i ...I.....1-- -- - lj —rte �� - — — Jt . /r i J ! /� 1 1 ter.-.a...........-j 17—I I I I I I �- �! / f / �r f f ' \ x • Z ! I f t t • 1 / ! , I i I II + 'I 1 1 I , F ti ( /( 1i1 im. 1 I 1 - Q /.. i DEb. I• `t :` 7! or aoEa/ I � ,�•D I..... , L_.._........_....._._. ...1...................� .. < _yam ..._.._.... ......... ........ .._.... .__._.._fi n•JD' ! L11 t- Y.... } �I- / fI •,� J<T I �xI I. r _._.a i f' - - I !..... -— �— IF:..._ -1.- — _ __s-_..._......; r- --- t , i J I ! ' _I : 1 1 f . / -o-/ ! � I 'I 1 f i! ; � 1 1 II /I / ' ! I / r � }- -I � '.._ ! _ _i r { 1 , ! ; I _..t i ! ..i_ .....r......_r..._ r--�D4•��DE D._ L.._..._-_ ; !i S , I I i f I { I !, � ,, ; : 7 � I / DB'DEdO. I b ..�_ .....i I ..t.7 .__ �_._—. � f i , ! I ---r- i CK I— of I w __..__...—, L_.__ 1. I --t------' --- --- ___ __ _. _._.. .............. _._... / r , ! ;I , I f ; ! I ; ! I I I , I- O ! i I , ! {{' ._ li I_... __i , i I ,..^ 'j~.`"`._Yl-� ! I /� ' r /1 =mum , I I i 1.,-- I : I t 1! 1 iI i T I j , I - -- - _ (..... -- - ... �.................-' ---..._._'`.:'lam.-..--' {-------'-.......---... ,r' „ / I !t ( ! i ! _._.._... __ r _..__L _. .__. ! '_ ~—�f r _ _ I _........ '___._ ' ... 08•D aD. ! i.. ..i i i._ �.... j I fI ! i , � : i I L i .._.....__�.__.... I i , i I i i t � , : f i i i_. .. : •�..._._._ (-�-- i i .„./..m„ r— J •-•-"•-i ....._ _ _ I ..�__ ...._ _ / / t / i i � / �: , , / i ! ; ! t ! f ! -{ r ! I i ! � ( j � i I _.w1_� ! i.... ..t� -} i ‘•••:•------1---, ...... �,, 1f / i.._....._..._. i I i I ( I 1 , i i / I , /1-1----r ! — - t 1-) — r - i / i ! i, ? ! 1 i j.. �; 1 2oiu D..._ ! J! I i ' ! I r I 1 I --..__..i..22,_ LU / / ! / -* ! .. , !, f I I I I I i / t , ,I r Jr i / , f.....�. ... _....I ! .y _.. CZ1NIF. r i i f i -, ! .Y' t i I 1 n • / 1 1 I t I I I f + • - U ! :I I I ! I , I, ! t , ! :; ( ( i ! i i i / r , __ f. ..._-.jr ......___ ( ._.. ...7"' _1'". _� ._.r.... -- -- - -- - - -- f—i i - _.. f , ( j i ! i f i.._ _i..... , I , i j I I ,,. �.- jr_ -r_ I_ ! ! •DEdb. i Ih..._i_ _if // / t / I I i! t iI DEd. 1 , I :! C 9 DEab. I "(L.. 1 i 79•oc_ �._ .... ,`. j 1 l!1 .� ♦- .. t_ t �• ! • , I> f a �' -! Oi � I i i I / 1Y � .1 tr.( O� t , � __..f"" .-.�, � _1 ....i , j}_ ,,� t.._ _'J}f .-..'I_.- Dr 04_,.-_ -..._. .,..._.._....._.._..._- i�-...... _ ...... J / -a € i 1— f : ! © ¢ 08•DEdD.. !..... ....i I /r i ._ _ / / 1/ I / , � , I ( ' i !i i j f I I I I 1 � � `T , f i `i.�� � ! ,c �.. { j. I_.. _._. ....j _._ _. f______._.._-� _....-1 I-._.__i._........__ / i I ( I � I j ; I �: J p 1 f -----� - ---- ! ---� i � . fI /I ... .._.i . . . . -Ill . ........./ / , / , ' , ( !. .I ! f I Ii 1 1 ! D DEdb.f .� ! i 1! {{ 1 +f ! .I - - - - --- - - _...I L_.:-......._..__. ....-- ---- . �^I! I r/ / / / i I ! !! if 1I ! I / i 1I 1 1 ! T j ! f I 1 I (�� ��j��,. I j _ I I i._.. ... ... _...-1 —-.. W` `_..___II ! 4 ! I; ,Ii i , / ii i !j !I / I ' j I I EDID I �'S°^'"' r ...., - ... __ - } ! )`i /,f / 1 // I i ! ! 1i : ; ! : 'tt- ;� ( ii i I• i I • I I .. I ; I I I j i t / 1 I ! / I I ! I / / ! ! ff ! f E ( ( L_. ._ i.. , fj •I r I /! i i / , / ,, ! Iw Et - K+ i i 1 • i 6'-o�a4: }. j.... a'coNif: 1 1 ,,,j h i � ! / / i ! , I I 11 f,i / ! I / .. t r -i-;..... .._, IL I 1 / ! ..i i i , ! it,/ C) I i i ;, i i I: 1 / I -- ...f. , -i !' I i i" -, • I '"i -4:---1t:::::::-I, I / I I I I • _-- _ / �i I I i I) I I I t ur oEaD - - I I ; f i: ,! ,I /(! 0 , ; II ,! ; !, ,/ 1/ i ! or ioEdD.'. I _ _ , _ I_........,, I i , i - —r--' - --� ,i / I / ! !; I / 1.... ! r 1 i / j1 �. 1 1 i , ® ` pp / i I I / ;I € ! ; ; i I or-44: I...... _..; -- i ..............................................- .. {{ t f...- - - __ I.._ !- -- - ! I I _ • }} 1 1 / ♦.� ! ..—... , ! , , ! ! / I :, ! I / : ( / I f 1! 7' -* l'-' 9 roEDw -- - -- -- - - - _...,,,,---— -- - --- -- - - - - I - i,Vr I! ! ! , , ! I , , / ,; ! •CDIVIt` f I ! ! DEdb. I/ ( 1Y DEdb. ,�....:.':>,.. , i 18�Dtdb. t- ...i iIi I i0 / / / /i �� I 7 ( f J ' ' t ; ; , r I..... t { { 1 r _, rtII__ / Iii t .... _ r I i`r I I f I ! I f! 1 i r 1 / 1 �_._...� �. _ } 1 I__......._._._._......._.1 _.._...... ,_.. .___-_-_-, T--- / j. / r ;; fi ! � ! ;i + ! ,, , Il; I ;; i r � � t -✓� t :�... _ , I � � 26"..DE•• 8��, -- _......... ............._.........._ --_-,--___1 11i , I I • 1 I ✓ 1 i 1: , 1 ! J ,. I J / / ; I { j :1 i..... i r f / +, !f i ! I I ' , I ! / , ! I ,: I i iI i I ! i ; I f. _ I... r....._ I.__ ..'... ;_. ....; 1 1_ 1 , — II 1 .. I J ,l I i 1 ! fl . -I -- I — I I y r f ! I - -- I- - �- 1... _.c L....,.:•-........... ____ ---...... , r ! I 1 { i I.i 1 I / f / / / I i / / p D r / / ii r' - C__ aPi j ( r t I !` 1 i-i— _7 Ii."..:::::/::..._:::114 , M'°E I J I j i �_.. .._j i / / f , I; I j / -17-_t-.. CII� j ! ! t , I _�_ 1 J _Jr , i� U , I / I ( i / / / / _ / 1 I ! , `i j -� I- ; o 1 (NI l� I, I 7_'4.1. ..__.. .'i....tj/ -1 _.._............. I, 13 , 1 1 (, IIIj!i I ..._ _..._.._ rti ' i i T- __ _ __ __ .._.r_._ -' _ __ __ ''—._i I I i I ._... ! - ._r L._......_..._..___._.._a _ f, ri1j/ � NI I if 3 I i / i II II ,-,/�. ',1.4?: I _.__._"i ,! I ! ! i i I I I II , I ! , 1 'I T I I �, I _ _.. ..._ _ /-- __..a r-_ __ ___...f p 1D i i L..._ _ 1 I I -� f I I • I (\ r-i i I l f_ I! • / i { ✓ �•�. � I ; ; I I i I I ! 1 ; I i i! I i r ! ! I { 1 _ _ .._.I _ _ :.__ _ _ __ __ __ _ i i i f (,�! � II f I ( J 1 j /. !.. i t i ♦ . ♦ 1 j I ! I � iI I: 1 ! I � I 1 1.. 1. t ! I / �. } N t I— I , I / , 1 //, , I ! t .. i :: / 17 DEgD. 1 .- ,t _ i ....._.... __ ;� ....y_._ _ _ _ ___ _ _.._..�-_..._._._ _._ __. ___..._ __ ._._a __. _.__ _ '® {!j Ix I i / 11, / i oe•o I ,o DEaD/i Ir t> ! ! te•DEaP. I 9'Di .... j.._. i_. �:9 LLI A9•DEQD. 'DEq. 8'D.. , `., i i P EdD" f ! —` __. _ _... - I- - !-..._..J �._._._..._:r _fir l0 1 / 1 F 7 ! I :Q___.. _ + 4 - _ — —.. C3 / i— 1 u / L . i I ( / i / i / .. ..j.. t ^ 1 , _ i rt , i , / to ' f / II / li 11 1� I r, - 1 /� l� ,-.4144:1 . .-..._. .._._: :1 ; , 3, , , , ; 1. t� � ! st f-J I i _. ._-- --9 't---._..._............... ......... .. _...._._.....1.._........_. .............. _....._.. _...........__....__.__.. .............. j••: t � 1 ; , I -,('‘)I V , 1 /: I i :i ! � I'0 I , i�' I , I- i -i • C!7 , 4•� . i I ^ I //* •--- --I I t' 1 1 I ( ( / I ;/ i ;; ! , I I/ ,r' �, , • } a I I� � I I � - - - - _�__ , - - - - - ---+ L.._ .....{..... �._. ; /: I - ! _ I r ! y11.................1......._4_11„.................... r; O" I f .' F - iI-- ' —- + i j— - 1 I'�I iI % • l.. �._. . _1 I 1 1.— .1...._._.._._..., i...._...._..._1...............--I }}. 1 0 4� o {� i C) (1 Y ✓ / e ELI -g, • Ll1 I , (--- (1) - c)t // /'''y H -__._......_�.._..._....._._.... .._N Irmo 2 •,-4 71111# Z : g Lu Qcd ..- LLI ' . % ' / st 1 i III \ � N1 f � O 2 ' � o I t IrQ " w ;; lI tli Q I l' o ,°q ® I N !3 / 1 1(. i1�_ I f l I [ // D�p� _ NbN N CI #1 I m H � w I Ii cD s���� IDy� CONSTRUCTION NOTES ;- c� m m ICV I �/ a 1 I O INSTALL STRAW WATTLE SEDIMENT BARRIER o = ti PER DETAIL ON SHEET EC4 J F\ a 2 INSTALL INLET PROTECTION, TYPE 4, AT Li LlJri - EXISTING AREA DRAIN / '`1 c� v rii Z z w — — — PER DETAIL ON SHEET EC4 // ,7----- / t �oI o o 0 o o _ — O3 INSTALL TREE PROJECTION PER DETAIL ON l It / • " \ 0 SHEET EC4 i ,, / V \ ..' r _T - -- ., - - En O4 INSTALL GRAVEL CONSTRUCTION ENTRANCE PER �� w 0 EEI DETAIL ON SHEET EC4 // \\ i f f/ I u) O INSTALL ORANGE CONSTRUCTION FENCING AT I 1. i ��� MASS GRADING LIMITS o /////// J o / \ / e O U / • It / 0_ o / • \N �. •-J "'-/ / E O PRE—CONSTRUCTION. CLEARING AND DEMOLITION NOTES ;/ t �i� �, } LEGEND __ _ Z w1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, / ' ~ 0 _ Lu T_ _ GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND l w / / APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION PROPOSED j r 0 C.) ACTIVITIES. 1/ `' % 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS 204 EXISTING CONTOUR _ 1 '' v / I CONSTRUCTED OUT OF MULCH, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR GRADING/CLEARING LIMITS _ // w c) � OTHER APPROVED MATERIALSINSTALL ORANGE CONSTRUCTION FENCING ,- -,� L) ' I 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND so 0 `J 0 0 0 TREE PROTECTION fj. a z w o0 _ ��� / RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE r t'�. cn / * CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY /t 0 VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR FLOW DIRECTION !t' i> w * p BEYOND THE CONSTRUCTION BARRIER. J' 0 LU 20 40 80 0 -' -- ..._t t r w 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF t * 1 CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL SEDIMENT FENCE l U D 7 } MAY BEMEASURE REQUIRED TO INSURES INCLUDING, BUT D THATT ALL LIMITED PAVED AREAS ARE KEPT CLEAN FOR THE /TO, STREET SWEEPING, AND VACUUMING, ' . SCALE: 1" = 40' 0Lu INLET PROTECTION SHEET NO. o ys- DURATION OF THE PROJECT. / I 41. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TOAli wpm.lig/ f BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF lb • • • • 1 GRAVEL CONSTRUCTION w 41" CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK ` �" ''` �'` �'` �' ENTRANCE a 4 — — — - EC2 - DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. �� '�'�'�� ,�f ' / •-- -- — — 0 I I IT Ti'- ---R 1 d JOB NO. C7 ' CGC-03 0 ..747, ��� ,7'�� ti:r1. rt. - ,.r�1 r1..y�������.V•r1.� .,r i.1.���-4� _T-i r1r.�. i s1.�� ._ .. - ���.���. �� z rz. a ens-���•����.� /" ? f A '7 / rsiiiI . / / / ��,� I I 1) �,e� • Ski x x I a ;� �f �i /R �; 1 �i 1 { ° / CI) >-- / N x \ • -..<76 `�S9 W � 12 � N rn' rnJ to J I ,n �.� ,n rn / rn N rd in #n y N v, 1 v i ,,e, / V) ; V i < VIII _II= 1±1 il - • , 117 1' , , ; i . / // I x; rn rn J \ `'. _ / Tag- r - •J y- T-- l-J I W I. 2 • I�-01W.---- - -®®M_ ilt,__111114 __ _L7.__ Irlk, ,/ // I Q U LUJr 'i MIMI _M j lam r -t ! _ _ 411WARMiglik - W Ntifilf f / 0 12 _ ` i• �� ! / {� 1 ! T'- it ,_.-.�� / ? (ammo lexasei seasamse x III. �/ r _ P7 / ; .4 �� f I :; / 0 EqD. ! I jT DEaP. i / ! I t'y - 1 20•DEdD. i . DB•DEgD. 18 DE, I • 1 09:IDEgD 19'DE• , j ab. / , ; s i / /- • i E I ! 1 I i 1 ....1! D$•DE D, I .._L_./_ .1.. 1 ' ..._L... I .....j..._ ; , ! ! ! i 1 RR ; ! l f ...... .......: ! : ' sv . � -�� � I: I ; i i ' :: :: .: I !f i , -1 j , � ,- .._Y� ....r -'-i _ �. _- _2j_ .CONI. -o r , r ; .<. © / / , ! :: :: + , / 1 , , t I: I' ,( � -t TA I j j� ! i"- ___ - - • - �.I..p4•...F)E D.:::. _ _ _ f +� I / I i IC7 j ---II �, -Hi / '/ 1 F I r I dD. .. ..__.._;. .. ...... L_- ..._! 's{._... ._...... ___.1..... _-.� -- -...Y..._ �..... _ .............:___._.... _.....i.._........._.._f _--._.... ..__....... J, • 0 / -_�_.........1 _ .,.. -'--•! , I I sYC${ / ! / �! t I fl. aE { ( flEap. j (.. �. f I. I I er ;�/ / ' , , I i i .. :! ! /i ./ ! r , , }. --I.- _ -i __ _ .t._ _._r_ �... _ _ _._., .._.,_.. L.... ___ i-._._.._...I _____'�°"....__...... .___ _.__.. ,.r„ ei , � 1! E 1 ;: / it � (( 0/ � � : � i � -�.. li Fl.;/:____I....!...:........1.1; 1, 3 I --_ _ DEtiD.._ ',1-,,____-_] _ __-- 1 �..._ i __ __ �__._ ---__L-----7-...........-;:-..1:_""-ill _-_-_,_1-----....._ /,� _ : ti / ( l 1 +ir: I1 i 1 i rsowWM ! ' � v i ._..11 it, 1 . rt.? ! , • ,..,,,..21 FA oi 1-;-1„ _ii ,.1-_-_-._. • ... ....--___-- ._..,,i Li:- i ii i ..../.. . , _, ; , , ,„.., , . i ; i , , . , , j , 1, , , , f____,,____i r- t- i rcy 7/ (\,'`) . / ,. ! LLJ I j?� N /, i: , :, I i �, ! Ii/ �.._ j'- .CCtlli':--I/� -•- , , 1 ,/� , III ' • ! �'�� �-.'"i 1 / IL - -- [._...__._..____-_ . _:_.F._ � _.X ;__...... _ it._.___ ! E- -J : { 1 I DEO 9. ; -1---f-.1 I DEab. L, _,/ '19•DE.... i _^/'rte I._ I I . t I 05 I B ...�..._ 1..� CD ..� DECD. 1 , J 1Y 7 //// ' / , . I t j r �' i i I , / I I I i I � �... i �..... ,L� :.�� � { �__._...�..... • 4.. I V J III / . , . : : : :, , i ' / !- ! ! � , . ;! l 1 0�•DE'gD.f � f { i I' -..�... , _ ,..... , 1..._4_,..0_......_ ' ! /II ; LLJ r / • [.........iii i ,, t 1 1 r { + + r } - -- --'---i i.._..._....... -- -,_ _ _ a9'..nedD._ _ _�._..-' -- - ! -- -- --- 1.__________,I ---------- !-._._ _-_+ / / , 1 i ! i i � t/� ! :, ( ! i, :r ! ; r-17...............;7_1 I ! T t- j I - - .....� L....• .._.L... :._ /Ai /// I 1 I /!I 1I MI I . a f , E. - /l , ! fi ' mliii j I F.1 ; ,; I , 1 i!/ ; 11 i i I i i I Ii 1! I /i ! I [ 7 i , j 28,,...DEgD. �, ;._B•CONIE`- ..,Jii ii '! I I , ! ! i ! i 1 i I I ! f f -I ---- L3 [ :Li_ .1 -- ._F... C , iI: , : i / : i I I: :: = I- r' i ; .....I _�..L... i I i (( Vr i ,.....:...... _ LLJ 1. ,1...e.............! i ! t... .._.__ , 1 . .. - _-- _ _ -. ._. Ii I :: .! I .:1 Jr ., .. F - Dr-#GID...- - Xce►lt� _ _ti� _. i :: ,: 1 ,, ,, ; >/ , ,fiI _ 02'DECID._. i i , I i , 1 j { i i I ......"/ `.r i ! i : i i ' !: j 1 1 ; i i.._ i i I ' i : =/ i if / / U7 I ,I / ;I I / :I : ,.! J ! ..I t..... _ .....; - -- ..; '...-- -_/ '... ....t. y • ._j:_:" - , •.. ..j i 1 I �; it / I i 11 -fir h I 1 � :.; � i ! 1: I ,: , , .. , ! I ) � i / ! I f �i ''� DEgD. � � •DE D. 1 ..... ..I._ Ed(i.` - - ! i i � :: :I ••••17 / � � ! '. . .. .. ;/ ; ! . '�• 1 -I :15 DEan. �... w;_DEai._ ! 1 ae•o • I 74 . ' .__.:. _... ' __._.._... _ ! 1 77 1 1[ ! • Yr / 1 ! I i 1 i / I Liz.:-/T.."4 r + r l r i ; T 1 1 ,1_ ; i i' i ! 1 ( ; :fr t ii, , .. I ;, � :: I I: j / .I .1 i /If l T �� } ._� _ :-� .L ,- .•/ -• y _:._.. _ .i •____ ......... _.___ 18'DEgD. L..._._! _....._, �... _ l___'! i! ' I.) i E , DEEO., I i / ! !, 1: I ! a 1 !I / ' 1 f r f I ._f_.. -...{ ....y , __�..___....i �/ il / II11 j +! ! -1 f I FI / ! 1 1 t ! ( Ot I I 1 I / iLLI �' I i 1 i - 65`DEctt:_... 1 • - _._ / ctj ; - , , I I II ! i i ._••••• f... r jf / I f J _ I n J i {i i t /I I o i 1 / ._.._........ :: 1 i 1 : .. I �: ! ; __.� / - I--'T-- - -�( F-- - -- - j _..i - - --/; i --I i-- I I i ! _._.11----- -.__ ._._'-j i l .-I • ♦ 1 i E 1 ! I I i I I ! ! J I , L.... _._._ .( , I I I i i I 1 i I :• �` I N ; 1 I ili.�� �1 I I I 1! I ,: / 1 / 1 r r f_._ i /.�F V 1 i T J 1 I 8 1 I d I . il /1 _1 1 _ r=4 CN1 , 1 : 1 i ,: :' 1 ,: : / .: : .. / t t / .}..__ i9...DEaD." , i.map. {.._. 5•DECi(T" (-._.. .�. r • .r � .. i .. : l :: � ,: E, OB•DE..• .,; i! � 10,0 DECIDJ: � ;21 D�D. ! (� �18.OECD. � �19'D��. � -I i cr ›1Q M , ; � C. •.� Vi ! ! 1 ! , .: ( ,. / / 1. r i i i 1 1._. ./ L. ....(moi.. ._'. ..IHi• Ice:1, E ;I , i I / ! 1 .� p fxvi ,^V�i � �,l��. .......................}.._._:! ; i ,�1 I I, / i , `J:: I !'V ! � ;I : t� , , � f _ __ _ ; I _ ._.e_.. -----1-....--......1 ......-..-i-......::1 • (n ! 1-! 4-y I. • / E I 1' i �1 upi , a ;, ,' r 1 I it - - v i_ _I_ I I , - - - , ..................... M 1 . r / • ~ y dF ISI ISI i- 1 / � • ' 7"-2_..._._......�......._........._...�_........ .... . - ......1011 Z hal h+� h�+�l u' cM� I W 1 1•• $ ,._.. % "r ?l t GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: CONSTRUCTION NOTES r] zLti ! " 0� � / _.> a. 1 j ', ' x I€1' ,f, ( 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE `t(' Q Z ca ' a.o I \. f 1 INSTALL STRAW WATTLE SEDIMENT BARRIER E- •'f '� ill! 11 I FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND PER DETAIL ON SHEET EC4 " ` w " z l 64 !i �� r I RESTORATION PLAN FOR APPROPRIATE SEED MIX. APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ,�• <z000,-, r ! o . ` I V ( I B. DWARF GRASS MIX (MIN. 100 LB./AC.) ACTIVITIES. O INSTALL INLET PROTECTION, TYPE 5, AT AREA - ` `�' " --• �' 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) DRAIN PER DETAIL ON SHEET EC4 I CD ;._..-_., -__.-.....--. / 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE IPI l I 2. CREEPING RED FESCUE (20% BY WEIGHT) INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN 3 INSTALL TREE PROTECTION PER DETAIL ON O�p�' ` Nby h C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) O SHEET EC4 1 - l fig\ �6• 1/ ON THESE PLANS. ,= t�, w4- _ so d 1. ANNUAL RYEGRASS (40% BY WEIGHT) m _ c, DI / I 2l i . TURF-TYPE FESCUE (60% BY WEIGHT) INSTALL GRAVEL CONSTRUCTION ENTRANCE : ,. z �' z 3. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO O THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. PER DETAIL ON SHEET EC4 0l o _ o J I I 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED E %?f I 4? �� v W I BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE 4, INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 05 INSTALL INLET PROTECTION, TYPE 4, AT � �� g ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. ACTIVITIES. DITCH INLET PER DETAIL ON SHEET EC4 � � 1 El 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT O STAGING AND STOCKPILE AREA illy VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. INCLUDING EQUIPMENT MAINTENANCE, J m m co FUELING, AND PORTA-POTTY. L. �'` kl Ja J I I 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH c = PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 07 CONCRETE TRUCK WASHOUT. /1, z I Ti SEE NOTE 8 ON EC1 AND DETAIL ON EC4. ' 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. © t / DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR / .I cf �_ o Lja Li; U STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. // `3 "' '- r'� 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING I LE ---: 0 CI 0 0 r ; j 0 �� v '- - AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, I `L i v OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION - ' EE-1 6 CONTROL MEASURES. n� - w I 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING LEGEND / . ,� z cnill I THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER I = \0 w u APPROVED MEASURES. CO o /////// 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND PROPOSED \ * // �,� z z o � MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT EXISTING CONTOUR \ 1 I o v 204........_.......... / v a LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE � -,//\" / \ o y / I THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT . - . GRADING/CLEARING LIMITS \ _ / z ' -1- ' co / 0 U - 0 C `/% I 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF TREE PROTECTION - -._ /, w Lu APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY 'f r�� / % INSPECTED AND MAINTAINED AS NEEDED. FLOW DIRECTION _ u' (r' Z 0 0 I- / _ _ 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT 0 v� v� - ww � � TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. SEDIMENT FENCE -- __`. w w / / 0 CC v ' * 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION '// / ❑ INLET PROTECTION ' THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE 0 ; I WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, - .- ,/ . w 1 1 l t !� f :''` C? / I SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE �` �` �` ��������� GRAVEL CONSTRUCTION E--3' ; WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT ••�1��•�1��•�1��••14�g ENTRANCE '. SD N Z Q '////, REACHES 50% OF THE CAPACITY. ' ........_- -I1 co co >- t. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM LU Et 0 WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. '' N N 1, _..._..._ _;/r, 0 20 40 80 �\� a w o * - . *LLI I 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER } IN U } I SYSTEM. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME DRY SCALE: 1" = 40 LU I * * WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION SHEET NO. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST ANDS o REACHING DISCHARGE POINTS. MAY 31ST. EC3 w * 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. ; I I - i / „,//// /////////(i/ �Ir,/ i % �,®, / I I1. t JOB NO. =' CGC-03 C NOTES: w MAY BE USED SHORT TERM .414=1111.101111MpplkI 1. TREE PROTECTION SHALL BE A MINIMUM OF 6'-O" ORANGE PLASTIC MESH AND BE SECURED W/ UTILITY WORK AND W/ _________--•• TO THE GROUND WITH 8'-0" METAL POSTS OR 6'-0" HIGH CHAIN LINK FENCE SUPPORTED BY PHASING OF DEVELOPMENT ='��=53.; CONCRETE BLOCKS. ill "1' fT _-- 2. TREE PROTECTION FENCING SHALL BE ERECTED OUTSIDE OF THE DRIP LINE ZONE PRIOR TO °i;,,. .� � •; ;'- ;: ANY CLEARING, GRADING OR OTHER CONSTRUCTION ACTIVITY. CONTRACTOR TO MAINTAIN iiiiimtuni„ Iiiiiiraii4 TREE PROTECTION FENCING IN PLACE DURING CONSTRUCTION. I1111i11s'Ii1ui pD _ :d "n • I'll; o Ilii,uuLoIup:: : w FLOW ::::•3,::::e.:.,: et : :;, uasl/11111n maIlit Qo��� 40 °° Sp. ♦ i "+i ; o' ' ► IIIIIIIIIIIIII1 r � IIIIIIIUIIIIiI I ;Iu1l11u111uu1ru1l I ',Il1lllm1uSINGLE OR SPECIMEN TREES U0-CSs stir i , nn!,►„ti! NIS rnnn„ J Ct QP ' PGG til/, * �1nMETAL SUPPORT POST O . .° --- --=_= llllllllllll ---- Illialll w -04C0-0 , • __ _ a nllum l_ _ ;. 111111 (ul TREE PROTECTION FENCING „sP ••p ,, o . . =__ va IIIIItuly =—_tea ._:;; 11111t1111', _-=_== ��. O Op v n -_ wuuwuuu imi nuwu ---- --- „ • ____ •• _ OUTSIDE LIMITS OF TREE '- _ / Q4 P: DRIP Q O • p.; • •°. . o• . 4 CATCH BASIN AREA DRAIN �0 C� a. oo p ( J RADIUS = 25' MIN. o :, ' D' o:�' I UJ CLEAN PIT RUN OR 3"- 6" CLEAN ROCK c(O 0 Fz �:'•�'41;1 I Z Q (� sI�G il�iliijii�iil, I `N�� ��' �� iiiiiliii, SUBGRADE REINFORCEMENT \�G * uuwIEI liI T w FA IIIIIIIIIIIIIIiI GEOTEXTILE, AS REQUIRED P� 1111llllp suu 8" MIN. I _ !1111111111111V I U 1;•���s��'!T NOTE: SPACE CHAIN LINK FE •E 1' I _ DEPTH I �iiiiinuuiiii';I IN DIAMETER FOR EVERY 1" I o �' I I`1°1° °j' FLOW TREE CALIPER /f/ nn�puuwi, *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL Inm�,llllrn EIbllllllllllll II 'I'i11111u„""" DRIP LINE ZONE ��IIIIIIIIIIIIII' �� 1;,,.11I1„I . U 12 i 6" overlap of bags. �,, V#V#4040400,#P 4+#3,01V4. .. GRAVEL CONSTRUCTION 1 " R. ► CURB RAMP dllllll'llIMP �� ENTRANCE Hai WIMP '•�. 0`' i 4.0440.4.41 '11111N�111111' �• ,�IIIII ;I ,,,./ 4,1� PAVEMENT PLAN VIEW .l'I'an,in, j I, 1 of �i.1pf1p1 CHAIN LINK TREE44k 46#44,1400,1",,,, 01.- . ..,,,, CHAIN LINK TREE '� a t. 9 a MUM *,- °: - PROTECTION FENCING e PROTECTION / inYL 4` _�1 4.; ='% < f s�.{ _ _ MULTIPLE OR CLUSTERED TREES i' t• _.. . t..• .. f: .:- _ ._. y:'>:y'•?.- a `, ._: OUTSIDE LIMITS OF TREE o I�►� FENCING - FLOW 1" 4 �� / /\\/\/\/\/\/ / / / / ° ..__ __ f— CANOPY I % vitt,♦ d11 / / / / / / / / ::` L DRIP LINE cat. II. 31METAL SUPPORT ////. //.✓/.\//.\�\�\�\� / /\\\%' ' ,. DfTCH BOTTOM N \ / , . s. 0 D •4 l'• > w POST, DRIVEN A P// i I C *0,, jrva, INTO UNDISTURBED SUBGRADE OR 0 j 1 �y f ��. SUPPORTED BY 0 i rn '' / I :01 CONCRETE BLOCKS O U >_ ' cvNOTES: o : 4 , I DIMENSIONS . - , - . < ..•. I I . ( � -� r I �, \I 4.1 41 I > : o SINGLE FAMILY DITCH INLET � / ; /� \\ ` -_� H _ _ — — — — —I — H _ — — Cl.) �"'� ! Lt ' g 20' LONG BY 20' WIDE \ f 1 —I I I—I — I I—III—I 1 1—III � I I I I I S I .� ' ` -" 8" DEEP OF 44" MINUS CLEAN ROCK. NOTES: \ I + I �,. / ' _�- =III=- I= - I=III-1I I—I I I—I I—_ I — I= I— -111=111=111== = 17 - o COMMERCIAL 1. ADDITIONAL MEASURES MUST BE := - / / / / -o_ I HI I== I=1 1—III—III III=III I —I -HI II I—III=II ,--.1 i H . , a 50' LONG BY 20' WIDE CONSIDERED DEPENDING ON SOIL TYPES. ; / / _ I - — =�—III III=III= =III—III— — — _ = = =III= o E 3-6" CLEAN ROCK, 2. BIOFILTER BAGS SHOULD BE STAKED - =cam I I=I 1_= 11 I=I I= I I=I I=I I —III I I II — — II-1 I—III=1 I C.H I _1a ! c "• GOVERNING AUTHORITY MAY REQUIRE WHERE APPLICABLE USING (2 1"x2" _ i I- 1 — H 11_111=11-111= 1 I I—I — I—_ 1 _ 11-111— 11- r 4 . �' ¢' GEOTEXTILE FABRIC TO PREVENT WOODEN STAKES OR APPROVED EQUAL PER BAG. \ - — 11= I—III—I la I I-111—,I 11--1 I 1 I I —III— —I — 11= I— I = I —I 1 bA - . s • SUB-SOIL PUMPING. METAL SUPPORT POST It ill-111-111—*+— =0i i-MAXIMUM-III— --I 11— I IIII O .,--4 x I c 111— III= —I —III—I II—I �, I_-III— I_I 1 1 I =III- I Ill w ., i v CO\ST�UCTIO \ -\TA\CE •••••...•-' 111_11{=III- III I -,I- I,;,- -I -111 is,,,,, 7 � \ INLET PROTECTION \ TREE PROTECTION FENCING TREE PROTECTION FENCING °' Detail Drawing 4-5 CleanWater Services TYPE 4 CleanWater Services I I I I III I N Plan Section x N Detail Drawing 4-24 NOT TO SCALE NOT TO SCALE I ¢ o Our commitment is clear. Our commitment is clear. MSI Ii 0 F !!x®11 0w v) o .0 ( (9 ¢. 55`O�p� ` �b4ti6 N SI Oe' - '1 cc CV,--i o c' _ z girt 07,,----'-',t%:.,-, 1' REBAR FOR BAG REMOVAL 1 �� �� a f;. e . ,,:: '-,. �_� ...�, ... ".,OPE .. � �iu � � `` i— CATCH BASIN GRATE Sl a 1 w I`` WOOD STAKE PLACE WATTLES ALONG SLOPE CONTOURS. CO PROFILE I m = COCC N ��1�A CATCH BAST 1. . ;01;. L I.I. ,.I..•�..�,A.- I .- z 4. Ell 4" � ii> , ,` I,' I ��O4*# Sp#0Ip�0 I, EXPANSION RESTRAINT ZU 6 Y Lai RICE, COCONUT OR EXCELSIOR ' '-; , ���,���,���,�� I/ !' ~ WATTLES --,"--,,::',..F.,7-..-_,--;-,,, ._.fM1 l r,-, ,- 411 1 .0 A,�,t4 1 A OW CD 0 CD LIJ 4. CD STAGGER : , U .�,�,�� JOINTS ' 4 F- STORM PIPE - ' Q V . .• . w SECTION �` •.: ♦ .e. ❑ STAKING SPACING 4' 0.C. ' •° d • } ° FLOW 0 2"X2"X3/4" RUBBER BLOCKS E FLOW ❑ FLOW 0 U - - - U Z ° Lu V' ° ❑ POLYPROPLENE 0 Q ❑ ° FILTER SACK (WOVEN) NOTES: co >- TIGHTLY ABUT ADJACENT WATTLES. 1. COLLECT AND RETAIN ALL THE CONCRETE WASHOUT WATER AND SOLIDS IN A LEAK PROOF BASIN. CC w 2. INSPECT FREQUENTLY. DO NOT OVERFILL BASIN. _ I I ❑ ❑ 0 WOVEN POLYPROPLENE SACK 3. RECYCLE MATERIALS. A. WASH WATER RECYCLING: WASHWATER SHOULD BE PASSED THROUGH A FILTER AND TREATMENT v SYSTEM TO REMOVE SOLIDS REDUCE PH. WASH WATER MAY BE REUSED FOR CONCRETE WASHOUT > o PLAN VIEW WATER. DISPOSAL OF WASHWA TER SHALL BE AT AN APPROVED DISPOSAL FACILITY. DO NOT DRAIN TO o NOTE: STORM OR SANITARY SYSTEM. LIJ 0 NOTES: FOR FURTHER INFORMATION B. SOLIDS RECYCLING: COURSE AGGREGATE MATERIALS THAT ARE SEPARATED FROM WASHWATER MAY V FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE BE RETURN TO READY MIX PLANT. COORDINATE WITH READY MIX PLANT PRIOR TO CONSTRUCTION. o U 1. STAKING SPECIFICATIONS: ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATERz CC a. 1"X2" WOODEN STAKES CHAPTER 4 OF CLEAN WATER C. HARDENED CONCRETE RECYCLING: ALLOW CONCRETE WASHOUT TO HARDEN IN BASIN. THE HARDEN CO b. ADDITIONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION CONCRETE MAY BE DELIVERED TO RECYCLING PLANTS. rn DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL Q HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUAL. BY MANUFACTURER. >- 2. SPACING IN ACCORDANCE WITH DETAIL 940. LLI H LLI WATTLES INLET PROTECTIONLIJ \ w C1eanWate\ Services TYPEC1eanWater Services CONCRETE TRUCK WASHOUT BASIN SHEET NO. Our commitment is clear. Our commitment is clear. O DRAWING NO. 880 REVISED 12-06 DRAWING NO. 920 REVISED 12-06 N. T.S. EC4I- z w U COw Et U U U JOB N0. 0 CGC-03