Loading...
8185 SW HUNZIKER ROAD-4 M 1. V 14 IE ;E 113 LJ I I= I INI 1: 11VI k 7r EE IFI I L I I C: w z 4 & Z F- cc P0 W W � 0 W W 1� IEIEIE147rA14v' 20 SALm17rIEoC a CLO ZW � O Q > � TIGARD OREGON (� J WO W W FE R ARY 1992 W � Z PREPARED BY: eD 20 DAVID i VAN: AND ND ASSaCIATS, INC. ENGINEERS, Sl,,'VEW'. :, -iANNE:RS, LANDSCAPE ARCHITECTS 2828 S.W. COFtBC:T AVBNUiPORTL1IND, OR 97201 (503)223-6663 GAS: NORTHWEST NATURAL GAS 220 N.W. SECOND AVENUE: PORTLAND, Ott 9120S PH: (503) 226-4211 —r y POUTER: PGE 14655 S.W. OLD 504OLL5 FERRY ROAD BEAVERTOW, OR. 91001 PN: (503) 643-5454 TELEPWc E: GTE NORTHWEST A ' 1 198 N. 19th AVENUE P.U. BOX 541GENERAL AOES z g CC7RNEL IUS, OR. 91113 � PH: ('503) 351-3632 �r I. THE LOCAT',,, : OV EXISTING UTILITIES SHOWN IN THESE PL*48 ARE SAN. ;SEWER: CITY OF TIGARD :y APPROX"' ,.,:',;- t XiLY AND ARE BASED ON A MIXTURE OF SURVEYED 13125 S.W. HALL BLVD. IT-ORMA'7 Ir,d4'' AND INFORMATION FROM MAPS PROVIDED BY THE TIGARD, OR. RFSPECTiA! UTILITY COMPANIES. PH: (503) 639-4111 > � N U ;c 2. THE CONTIG,+':TOR SHALL VERIFY LOCATIONS OF ALL ca EXI6TING G•I!LITIES PRIOR TO CONSTRiiCTION. ALL WATER: TIGARD WATER DISTRICT EXCAVATOR" PERFORMING WORK ON THIS PROJECT MUST 8841 S.W. COMME}QbCIAL CJ!iPLY WITH ALL PROVISIONS OF O.R.B. 151.541 TO TIGARD, OR. 91223 1 _ 21 151.511, INCLUDING NOTIFICATION OF ALL OUNER6 OF PH: (503) 639-1554 sz A7 le l f UNDERGROUND FACILITIE" AT LEAST48 BUSINESS DAY 2/ HOURS, BUT NOT MORE THAN TEN 110) BU61NE88 DAYS CITY OF T1()ARD BEFORE COMMENCING AN EXCAVATION, Approved..................................n..n....,... . ............ Conditionally Approved ....................I.................. 3. OVERHEAD UTILITY LINES ARE LOCATED ALONG S.W. HUNZIKER ST. INDEX For on:y thn wait as des, d In: �Y CONTRACTOR SHALL MAINTAIN A SAFE WORKING DISTANCE PERmirT NO. .,SrC� Q FR )M THESE FACILITIES Sealant • P:_11�5' ................................. ......... ....L NO. SHEET Attach......... I !• Q 4. THE CONTRACTOR 15 TO INSTAL-L AND MAINTAIN ALL _ •�e� Job Ac rcis:�_ t�g21�C'� , ��' o EROSION CONTROL IN COMPLIANCE WITH CITY OF TIGARD REQUIREMENTS S �F- -' 'ANN ? SEE EROSION CONTROL PLAN AND DETAILS, sNEET 5. 2 S� DIMENSIONING PLAN By __' S� 5. ALL CONBT'RUCTION SHALL COt4OR'1 TO TA-;ESE PLANS AND6� C Ic.,� AND STORM SEWER PLAN . � v � 4Q 'C)" THE APPLICABLE REQUIREMENTS OF THE CITY OF TIc+ARD. 3 GRADIN ` 4 UTILITY PLAN � 7 • `I 5� �`QwC 4.�1 I�JYiRBI OFFICE I A r N 6• ELEVATION DATUM 10 USG". BRASS CAP IN NORTH HEADWALL " ' "" ' " '" ' Q F- I I OF BOX CULVERT CARRYING RED ROCK CREEK UNDER HlsHWOI'%y 5 EROSION CONTROL PLAN AND DETAILS S I L / 211 (ODOT X-614, 1968, EL 158.443). TEMPORARY BENCHMARK CF �-+ CnN)IT,C`p''%LLY APPrdZ)).i"-D - 6 I 1 PK-NAIL AND RING IS SHOWN ON SHEET 2 , EL. 155.45. DETA•IL.� ArPROVAI )i S IR NOT AN APPROVAL OF 7 DETAILS 4 ,bc.'iu1LiM13. 1. CONTRACTOR SHALL NOTIFY CITY PUBLIC R1PROV'EMNT INSPECTOR N.T.S. (PH: 639-4111) PRIOIR TO PERFORMING ANY WORK IN THE RIGHT- OF- 8 LANDSCAPE FLAN - SC?l1'fH ----- - .�, WAY OF B.W. WL NrZKER STREET. Li 9 LANDSCAPE PLAN — NORTH 0 10 PLANTING DETAILS j CuVICNW MAP N, .x k Q _�____ w - /- c� x �` 'i1) � PC SES � w O n n � rytia;� �: '��� � � ,, ,r •�+ ;t��p� ,,�., ' ' ILS,'�'i:> C �..r�rya I F • D 5` •C 4 L � 1 � Y f 4 i c u :,u t � +_ t i 'Y # I ,�-. 9y2 W i4: •�" � .,, , x.. - .. a .�:1 -.rr k.t„ Y a'^ry�,.'. • w. y .. Y. wJ 1 I _ L FEE I .1 C1. 7 l M i 1 .� _ .�.. ,�. e. , .._,� ', �, .r. ..f_ .: .�.. � : rt ...,. ._,. ad,. r ... aa,. -.. �, � � .� ��,`} •+�II`.. ,. I�C7 � a= �' .t« -:-. _s"". e. [>- '� �a4 r ,e..q'� � 'ri- f ... . '..� -..,}. !!"',:.-:....� ♦.. ,.� -'�'� ..r,.. - a. k�4`.' rTt" ,. ��� �J 1 III j 1 ,. '' . ``�'- y . ., 7. � ..�',..t� •,, `���`;� »� ay , .rt a ,, '. �„ � 6� .i''� _ � ��, �r k ,. �,�+ .. L ....-.w,.+ ai,Ws�+°.MMr[#�MlM"u.�•a,y«.», ,..,,._. ..,......w+.w�ern7wrMNtttw�MrvM-�., �e y ««� ..,..,«. :tiRfM�Re.r.Irh/M►.- �'t/1�� 41��' ���an�lF.n.,�f+Q`�' '.,k"JAM' ��i_ 4�Uf.MMIrYI�V1�r/W.'b.�'�1 �,Rl �M�1'YMt..,-..... .. .,....♦. •.r ,,Ev'A'�'Ir'.,.. ..... ., .,..yA,�, .rn.,a.,., ... ,w. - ...[.. ..,.,�,,," t IF THIS DOCUMLN`I' TS l I�ESS , 'TIIjIIf 'IIIIIII 111111_1Illllll IIIIIII 1111TIT 1I IIII III 1_--I LEGIBLE TAN 'I' lIS NOTATION' 5 -I_I_I_I_I_I_I __II�I I III II_I I III III II�I Ill1jl il II III II II II II II ill I I APRIL ,9 1994 IT IS DUE TO T11L QUALITY Or No.36 THE ORIGINAL DOCUMENT. _ -_ T ti llitlillilill 6Z >;Z �Z iZ OIZ 6i 8I Gx 9i Si t iEi Zi ii i 6 8 ! 9 Si 1� 6 Z iII�IIIIll�llll jl�� I�ii.11ll I►Illljlj IIIIIIIII�IIII�Iii� ILII III I I�IIII Ilii ��I� Ij►I�►► 1�� filll I ILII lllllilll ►►►!Illll�llll l �l «I11J� j �� u� 1)i ul< ul� u��uulut� � l� «< Illjjlljj!jrjj I i� i/ =j ILZ 0 � zw / 0 � / L a or, / a 0 U?/ 0 m w (57 I 4 / Z WCC 15� it Ju ol —D— v I — — — -- — -- --- — -- EXISTING GRA VES CUT 'INES \//\\'y l 11 / x L �N cj 0,0/ O o a ozool — -- — -- — — -- /� REMOVE 18° AL CASING / -- — — �, — AND GRATE I — — — — — -- -wow i PROTECT AND PRESERVE / EXISTING WATER METER / REMOVE EXISTING 8° PVC PIPE I i !l l / z P-�- PROTECT AND PRESERVE REMOVE WALLOW TREE$ I �/ EXIST. GA3 METER 0 / , p ~"� F EXIST. EDGE OF PAVEMENT / cncn o -► ADDITIONAL SPOILS PILE TO BE RELOCATED TO OFF-SITE MITIGATION / / z o " / AREA. � � / �� / / a EXIST. EpGE OF PAVEMENT / I Er l4� > T ) / / / / o / / // / � r A Lu .77 EXIST. GAS METERI I gAWCUT-- / / , / I REMOVE EXISTING I I *- zo 1 EXISTING GAS I CATCH BASIN j ! METER j / w w 1i I , / EXISTING U.S. NATURAL 'RESOURCES BUILDING N 1 EXISTING KNEZ BUILDING F I I REMAIN C D / xi TO I / SCALE: ill-20' u W L Ts II A 1 1 / N PAVEMENT OR CONCRETEI u I ' / AREA TO BE REMOVED c a A 'v ' � 1 1 ; (I _J / / � G r CJ I,, i fill E X Y / e x A Y :', rv:+. r > r,{/� .:..r�Pw. r`�A' r.yC. ...«..+-....�..w•�.amnrrr ya.r;x wn... .wrM7�M:r.,.w-.w q. r .. ._... _.,..,..,_ .. . 'Mw4M111e.7N0.siu"�'-,y.'�.aMMN�Mva.•—... IF TIIIS I)OCUMI';MI IS IrR,�S T f f I I I III 1 1 1 1 1 1 III I I I I I 1 I III f 7--�L f 1 1 I I I1 I I III 11 Ijr' 1 � 1 I I � ( -� �LEGIBLE THAII 7'11 1S NO'l ATION, j 6 1APRIL.- �:. d3 19X34 IIIr _ — — — -- .__ —IS DUE TU111E ()l1Alrl '1'Y ()1-' - — -- No 3s *�.;,,..... THE ORIGINAL DOCUMEM-F• — —�—'— — — --- -- -- -- -- — -- -- --- - — -- — �,,uiilmtl �Z 8�ZL��T, 9Z 96tB [ Lt 91 6i £i Z�i �Ii ( T I g ZlhllillIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII�IIIIIII lillllll IIII IIII Il �68�I 'll llllillllllll llllllIII IWlll�ll II d w Z N 12' 15' 281, E 516.90' / ¢!// (0 44 - - - - MJ J J - 4c D. � CL Z a CONC. Cl'RB AND GUTTER Z 14.83' 33.00' 36.00' 1_,\ 5 r �i �o 0 100.5 --- I o 0 l W W110.00, W IL `� C•ONCRETE PROPOSED 4' DO{. t DRIVE PAD - A.C. DRIVEWAY� `� mi.,,� w o I � A 68 � � Z t3 ! �_ W Z W fr 107 J W � 33,23' R / " � 33' _ 122'-0" W I END CONC. % Z 4'-O" CURB AND GUTTER / r/ —PROPOSED - NOTE, 4' DOOR A !BUILDING 18 TO 13E LAID OUT PROPOSED 4' DOOR i FROM EAST PROPERTY LINE. PROPOSED KNEZ BUILDI1JCs -� PROPOSED 28' DOOR 68' 1 .154.3' CONCRETE 10 DRIVE PAD BOLLARDS + S' O.C. — -- --- — _ - - PROPOSED b / �.: NEW DRI V WAT 28 DOOR // PER CITY- °.NANDA S o �" � �•� o c7 '`J .• ' 2STANDARC CU}� I < w N R , � �� SEE � ua x � 6� DETAIL ,' 5 N 12' 15' 28" E 110.00' -_ R•112 E % •� Q'rJ �, �TILEEN POINTS FAD r101 — ----�— _ —LOADING DOCK I r ;• 312' a 3' PROPOSED PROPOSED DOOR _ 18 DOOR � 2'-0" PROPOSED DOOR Is'-011/ PROPOSED 1''RUPOSED 21-0"--,%, O -' 4 O ` I CONC. C443 AND GdnJTTER DOOR 4' DOOR CONCRETE CURB PROPOSED 1 8, O 2 Q �' 8' 6 -LK AND GUTTER 1 4' DOOR — / I I ( I / ,i CAI I! -7 C-UFO15 t TER a " a PLANTNa 5TMw GRAVEL PAD _ 61DEWAA-C - _ - 4 .�„ ¢ 1 ,, ' END CONC. 17 C`RB AND -O �, - Jr - GUTTER 22'-0" SP ES 9 4 5 dD 19 S ACE + 9 ■ I'?, 44-10 fi / tn I SPACE A C. PAVEMENT 5' R - 5' R / — -- EXISTING — --� Fi I D 4" WHITE LINE (TYP. WHITE, PAINTED � rid � DRIVEWAY < - CURB ;� MEDIAN \ STANDARD CURB END WHITE PAINTED CROSSWALK o WHITE, PAINTED r A.C. DRIVEWAY � �Zu 2 CURES 2 MED IAR: 4' R 6 — STANDARD CURB to END D CON _ _ ��1 STANDARD CURB \ , — GTT" sRIP 2 R +�3�� - �■■ +■wi R ----. ���■����+■■��r cam 2 R ' P S • ■ . 2 / r/ cr b?.9' 1 _ _ r v ' w1 ■ �. -- CURB STOP5 / % I _ n1/ 1 / / r �w•����+�������+w. ���� �I m - --- - �� �� �� m p MATCH EXIST. PAVEMENT / / / 1 LAS — `Z i - 34.0' 11.9' SAW CUT AND �r f SAWCUT LINE — — - STAIRWELL 3'-6" X 23'-0" MATCH TO I i r CURB STOPS E>cISTING A.G. 114 k > i d) (TYP.) I / x I •y L`� � v m 4" WHITE ILINE i (TYP.) EXISTING U.S. NATURAL RESOURCES BUILDING i I HANDICAP EXiSTING KNEZ BUILDING I EXISTING A.C. / - EXISTING SIGN � I / DRIVEWA� / IFF■156.0 1 N I SCALE-• I"■20' UN r i ru LEGEND= A XPROPOSED PLANTING AREA u i I • 9'■ 4' ' / L— 5EE SWEET 8 �1 x A V PROPOSED SIDEWALK, GUTTER, AND CONCRETE w s■i���������■��■�w��a��•��e I mss+�����r������■��w�����n��s����ewr w������w■■r������w� I � .l D RI V'EWAT' x IM4L-- — -- --- -- __ - - _ po i4 STALLS TO BE STRIPED EXIST. EDGE OF PAVEMENT -- b g WITHIN EXISTING PARKING LOT �r N q ~ (S' XIV) ON WEST SIDE OF / EX18 7IWs KNEZ BLDG. x r f. 4M• x .,....--.. ..•.r._ wew+H s - d�f- Ilile,MwrraM►.Me•...+M . , ':.. `sf<, 5. __ ' .. "' �r..+e- �. ' dryr '. .• :: •. r;ae• I ,,. ' _ _.._ _ .._..._ �rsK• 4 . . •'1k�: .:,'rrr.,. ,.w,.rwew+wvaMN.d* #IMIlkri4leuua.•wr.._...e,,......._..........._.w.. s.ww1WMW1EsYJi6M.ri.sra.+►...+.w....w.••iM.gra/Ra.,.w.nqi "Mrr,-.„witnw.+wr.+r+ws+.w,. +. .r-a....,. —_ ._- ..r....wb,rM►n .wcr11•„Nwsrw,MM.9YW1+e,+Ms••71►r6w'�M•siMl� IT 'Pfil - DOCUMEMF fS I,ESS Tlr�ilr Ili� ill IIS IIS IIS 1I1 yJ111 iIiIII 1�1 ri r�r 111 III ! ! 111 111 III T�f �i X11 111 I � I � � I � � I � � I � I � I � � I � � I � il � ii ' � � I I I I I I - 1 ( Z 3 I ' 4 I I I �. II I j� I J,_ '� APRIL 23 1994 ' l,t:clLl_. THAN THIS NOTATION, _ �- �_ _� _�� 6 I LS _ �.__ 10 _ 11 122) I1' I S DUE 'I'O 'I'lI E QUALITY O - ------- No.3g gj•-�.�ny..... !.,.'-.. . '111E ORI(�I N A L Dt W UM E N'I'• ,-—-T - -- — - — -- 0 - ,---- - �— -- - — - - -- �' I -T-11------ -r--- 1 �E 61Z 8Z LZ 8Z 4Z 6Z EZ Z IZ Z (3I 8I GI 9[ �I bl E[ ZI [ T [ 8 8 L Ike i► FI - li�Mi3w IIIIIIIIIII!►Illli!IIIII III! IIIIIIIII IIII illi IIIIIIIIIIIIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII ' IIIIIIIII IIIIIIIII IIIIIIIII IIII IIIIIIIIIIII IIIIIIIII IIIIIIIII Illllllll Illllllll I11111111W11�11111111Illillllllll�llii.�1lll11llIi�III1L11iIIlll�llllll►IlllllllllliIIII IIIIIIW!li 1'�' .. .{� , ', •. ,: ..6 <;Y; q"'`ie::' say. fi;.;tF•�.,..,,.._v;4' - .„a.xt"b,.�A,,_,.,...,J',ti'.r,.,: ...f"-.'-... . ..4,, .-,�.,r:...�T_q"y'';:. ,.tl✓ :. M'. a. tr�... 9�.:,i'V -•. .< :#'r.. , - t, . 6r- .M.•.. * - ' 'n,-,:....r,:�.4 Eilr......,v.- .,�•..bpr' ,-,...i,J, "M�'Y Y-.-u,e.i,...-..��a•j'y..s�:,_`..,1 e...r<I':«I5ry,.'yy{I...„<"4.Fl.•'�}.}:f... e t ..,t'',.ry,...nr 5 ",..Y;�r!',':...1..,lw„�+F:.z<+d.�'SC,.„,..,,.+1#hTf.,'As7.S'i.1 ,m--,r dhbt.:,�.9.'....,e r',4. ,f •v#_l',4R y S�'_!:111.!r'0!. e`Y„l:. • :•..'� �.'� `�Y offiRt t 4,a•.M�'$ �p ! ■...i MY�:ti..7y'iwJ•�dC' t.'r�pO�+FM,'\,Hiy AY7wy xi.i Afi. - y , x x. 4rFlS��y$ S Marr TNOTE THIS AREA 19 EXI6TING RED ROCK GRADED EXCEPT .* CREEK CHANNEL FOR TOP 9 GRAVEL WATER EDGE. w sw w SPREADER I'-b" X b" _ Jl - ......-,,...... . __........ ..---._...._........_....._. 149 �... 1 . ' � 1 14'1 .___...,....._._......-_.....-......._._......_....._. _..-......_..._ a 4"1 :._:_ _...._. _-_ 14"1 ..._..........._ _.. ...__ ......_....._. ... 148 .-._._....._-.._._..._............._._._...._.............-.. _.....__w..___........... _._ i .. . _....._..._._...._ ..._--....�.. _..._.................._.______.....__..... co a• _ Dow _ _ as Now ow W / 40111101 STORM R. )kms _....._.._....__....... __....... _...._..._..._.._...._. _ . ..._.....__... ...._ .......... 01 J �, J W _...__.._._ III►Ca _.._..._...__._.....................__..____ ..._.. -...... _ _..._...-_...__.._... .. ,.._--......._....._.__.,.. - E. i _ 6 - _....._._...._....__._ ..............-_.._.._... / _ i 4 . 52 . 5 . .._....._..._---_..._....______._.__-__-__ ...._.._._._....___.___...._.___........._._..__......,. .............._._.__......__._..._.._.._.. 153 67-4 11 c - - _ ___...«............__ _ 1 _ ._...-_......._. _ .._........._......______-- -------- b - - b -.....__......................_ _......._ _ .-__._-.,.- ----.• .. '--'- � `fib � � W / _------ - _,. • ul .. --_.,,,.,_�- _>�• ,.,�, •, 1;�-..�, . -�,_. '- , it \153-50 T.C. 153.13 T.C. _.._.. ......_,.,_...._...- ._- _'-_ �.- -- _ - - - --a ,- __�_`` __ �/ 153.55 T.C. b 153.00 F.L. 153.23 F.L. _ OHO• 14 4 T. _ - CURB DROP 153.05 F.L. �0 _._ ..... . 153.52 F.L. b j l w ti I 4 T-G. 154.Z4 T.C. \153.83 T.C. / / / J • 152.9b T. �' 153.14 F.L. 153.14 F.L. 153.'14 F.L. 153.54 F.L. 153.33 F.L.- ' � ! ! ! N a J 152.46 F 154 A.G. DRIVEWAY - °I' `,F - \'• / ! !/ Z UJ ( - \. / ti p 2,32 "•-• _ r $� / i 4 LF-e"_ or) a *--+ CONI HOLE ? b" DRAINPIPE �: RIM 154.00 'S3 .� I.E. 149.40 WZ ^ I.E. 152.52 6" DRAINPIPE I.E. 150.20 NW ... p W 153. T. `-' I.E. 150.40 � I.E. 19.40 �,! �i � ! / co f. 1 152.19 F.L. CONCRETE _ I) 153.00 �/ / � / � 152.50 ►- � / / // INSTALL � IN TA ATCN BASIN -•'' I II 6 ''=� � � ! V ti 'r I T.G. 154.00 CONCRETU5 RIM ii 6" DRAINPIPE I.E. 150.16 b b PROPOSED KNEZ BUILDING 5 $ ' I.E. 151.48 % 1153 1 ! / \oJr FF•154.3' b 5.C. / 153.25 F.L. yGv 154.50 T.C_ 154.00 F.L. {• I r/. / / J l cj�� S, yl� " DRAINPIPE � ! / / 41 d' l I.E. ■ 150.61 - '� AF'PROX EDGE C)F ` I / ii l I _ 'n c `~ - i � ' \� EXIST'G GRAVEL PAGE _ 153.4J /J J °'- ` / F. 154.15 0.9� 154.30 F.L. J ---3 .. 154.30 F.L. a' � `` 152.28 � ` � �• p / / Jd 153.91 F.L. / P ! W 153.80 F.L. ~� 154.20 F.L. �� 1 NSTALL C ATCN BASIN O % 154.20 F.L. e i� .. _.._... RIM 153.98 ' _ _ _ / i EWER \ �' _ 154.10 F.L. _ �- ......... I.E. 151.96 / STG7Rlf"I S • ' •• R► I - ✓ b" DRAINPIPE � OUTFALL w 0 I �S Q - �' -� 154.10 F.L. , / I.E. 149.10 I _.- I.E. 151.51 _ / !'� J j v ot ¢ GATGH BASIN INSTALS GATC�H BAgI�. 154.80 T.C. 154.80 T.C. } 154.66 J - SIDEWALK \ 154.30 F.L. 154.30 F.L. 4 F 00 T.G. 154.02 Y.C. 153.8 / I , 00- <2 1% I Z?1'1�T R!M 153.52 � RIM 153.30 7� 4� __.. -• ...._.._.__ .. 6/ i \ I.E. 151.01 6 I•E•...I$l.lZ `�/ / I.E. J ! J Q 8 14.1 F. v S.p. - � � � .•�, 13.98 F.L. 15:61 ! r , s o '�R QUALITY 7p W ? / ¢ 12.0 - WA CONTROL MANHOLE { - /�.= _.-_ -..`i 5� �/~ _.... _ r RIM 154.36 _ . - 2 _ ¢ p,06 - 80 LF " 22 F N I.E. 150.50E _� p ...-._._....._....__..__... - � ■.014 S•.005 5 LF 8" 4 LF 8.. .._._.. . 0.50fi. �i 0.50'X. 8" _...__. -...._ _ I.E. 150.00 S I ____.. -- �_ - ob A.C. DRIVEWAY GLEAN OUT 4 .C. DR ' - - -', 1 ", --� 154 CLEAN OUT I.E. 150.00 N 155. _ - LE.•150 41 /5q 5 LE. Ib0_92 1 bG 151.86 / �� / > ED ci 00 I \ f - p , l w m -=------ ------ --- --- - --+----- ------ / 13 CD LF 12" o I I S /'� 155~-------__ , /V 154.54 T.C. / i J/ L� lJ J / C s 11 S■ 005 r°- ���`���._ � v is 'x' p f " "-"``� "�; 154.31 F,L, � � $ �1/ ., `'� >'`• � � �' � 154.60E v� _ STANDARD MANNO 155 -- /�` 9 C 155 154.90 F� 1 / Z. -7 RIM 154.2 _ ------ x x- - x _.�___, _-___.___ x -_ _x -__ _- _�____ - / J , I.E. 150.30E 6 /-�� x - _. --- x ----- x --x --- -- x - 8.. SAN.,'S R / I.E. 150.35 S � 1-- --- -.-.___--- - --____-- -----------.--.--- E ISTD -�-- - TBM . I.E. 150.��0 W S 194.1 ExTNY,o I.E. 150.35 N l`14rr To �tw 1 ■ www I k nw�■w��w w w a.• ! \, DOORS ' I I I • 155.10' 1511 T.C. 3'9 • 155.90 156.00 F.L. J I I 155.'10 T.C. SAWCUT ! MATCH ! / I - -� - -- - � Iwr� ��w.o.w w�w w w / ' 155.20 F.L. l /i j !l / N z DOOR / I I 156.15 T.C. 155.60 T.C. 156.50 T.C. r 156.00 F.L. I 155.ba F.L. 155.10 F.L. EXISTING U.S. NATURAL RESOURCES BUILDING 155.20 F.L. 156.50 T.G. 155.95 156.00 F.L. /� /� 156.40 T.C. � , SECTION A- A I 155.90 F.L. i 3. ie- 3' / /! �) .\ / ' I �I EXISTING KNEZ BUILDING � EXISTING A.C. J J 1 l NOTE: u I. GRADE SWALE s 1.009: ''- �/ ! SCALE. I"■20' V2 I / x w � 2. SWALE MAY BE MOVED LATERALLY SLIGHTLY - . -.,•- �' /� � , k ^' TO PRO'ECT EXISTING ASN TREES. J , z Q � NOT TO SCALECu u I �■�.w w�ww w�w w w����w�■��w.���■w w�w���w w w.�w ww���w � , J , / M o - sof 0 C ILL X // ! w 1 1l N - U] A �, _:.._.._. - .... „_yx,:rnA.l. ..Xxe ene�17.M�I1P1+U1MW�-+2 ., .e•'sF#:+FdOqIi:RYnb•.,.,.,,..*..-.".e.,.vrss•.nry-::•.wma"'MMFr.MrWt.rr.-o , •+wm. M- +eF 'y,gi;•Mlr,•,�,d,Wy119a.- w,rrw .w ._..r. .. r , . iri «oc�" r,na w x.«'ft•:lbr,..�,y„ ,-a.,rA4.1M+se<fnh cry 4'411.M• 1 .,su.�. ":,yyR•yrgx,r. -. ... .,., .,.,.w•w.!r+.. ,++1rMw+w•res.aw.......rr. ... _.. wr .aw+tY♦ «r+erMawr:+we•w.wrr•r+'ay�a�►. +q,♦ �* '=P r;'�• a��NMriiiM .ewMnkaNM� a!M MrwMtl�Y#Krl :... �e +w.n.'.. tt-'«wM6'1n.e,s, •.:w.::, ,,.,.. .w+arVwdr e/IM'-1kv:CdaewR;:a!rxn.+arr,sMb ... pIM�'Mllk'e"� +�Mr.ruM•Nre+r+11M1rhq/r.NRioh+.kM11111rMIMns,•+ewUMIY'R+<1NG�J�'•Z' M..+.... _ _ _:.-,..,.r,,, ,,.. �w"d,'q...f�,ry.,...r-.. . . , :'MrcLf ,yY,LSIf, IF ';'HIS nC�rUME,N'1' I T (� I I I III I I I I I I I I I I I I I I I I I I I I I I' IqlIpIIIIII111 l l ll ll l l l 'I I I I I I I I I I I I I i II I I I I , �I�FGII3LB 'THAN 'I'HIS Nc�'I'A'1'I�)N1 Z I I ' 4 5 � 6 7 8 9 0 11 1� APRIL- � �3 199 • IT -��- �`�- --_� -------1 - IS DUE 'I'(/ 7'HL L)UAL I 'I'Y (1!' No.JsTHE ORIGINAL DOCUMpri'r - -- - _r_ , ---- --T- --- - -- - - - -- --- -- ') eIZ $Z LZ 9�Z SZ 6Z ET Z iZ OIZ 61 8i Li 9�I �S1 1 i I✓i Zi 1i i �6 8 L 8 49 ib� �E Z� T]iY13N� i IIII IIII IIII IIII IIII illl�llll iillllllllllll IIII IIII IIII IIII li!I �!II IIII IIII IIII III► IIII IIII IIII IIII IIII IIII IIIIIIIII IIIIIIIII�II IIIIII IIII IIIII►I►I IIIIIIIII I!IIII►IIlll�lllllllll�llll(lll►I�Illllll►-� lL( 'I''ll►1 llIi1JIU111J111111111111ll1 llllll lllll111llllll-II III�WII► /i ! air w/ o& ' 06 coot - - - - - - - - - - - - - - - - - - - - - - / / J mj CLZ I.E. IN 146.10 Z ... —J 1 i� / Z op MJ MCC f / (00 W WO ! UA / PROPOSED KNEZ BUILDING 0= dao � � N FLOOR DRAINS TO BE DESIGNEt> BY BLDG PLUMBER NOTE. f�y i 'k ` 1. A STREET OPENI s PERMIT WILL BE ��QUIRED pp. ! FOR ALL WORK IN THE HUNZIKER ST. RIGHT- OF-WAY. J 2. A TRAWIC CONTROL PLAN SHALL BE SUBMITTED TO CITY FOR REVIEW AND 4PPROV•AL sTARTMCs ANY U0W IR NJNZIKER STREET. FIRE VAULT O 3. STREET PAVEMENT SAW CUTS SHALL BE SURFACED F- OL WITH HARD PATCH IMMEDIATELY UPON COMPLETION OF UX)RK /4 t' �l it / 1 N574LL 1I » C/ ,l 1, VAL Q_ LIN % I l /� / u� o E if s PROPOSED i I EXISTING GAS NEW AS i `- CLEAN OUT ; WATER METER raga I LINE / i / t j l ,l `- ,( i - °," 1 GAS EXISTING GAS SERVICE n EXIST. 1 ,l ! l a . . _�� 5: Q5 IE IN �iip �l i l/ / / �_1--- -----5------� 43 EXISTING 8'`...___--- 3-- — —!S._ _.__.. _ _._ EXIST. 8" SAN SEWER s •O.004'/FT. I.E. IN I 144J.6 ,�;�.�_• :,. �s�_���� I.E. OUT 149.8? ! �o__�i r r��� � .;, � r < ! / ►- , � / hu t o-r• e' / , / d ui i EXISTING Gros 1 / n METER EXISTING GAS METER ItIt / 61 _ i EX16TNO KNEZ BUILDING y EXI ING U.S. NATURAL RESOURCES BUILDtN3 1XI EXISTING A.C. w� r r / SCALE: 1"-20' N i N' ru u r. � C) ra . EXISTIAKs FIRE o HYDRANT LOCATION 1 It , ' o (APPROXIMATE) ) / Y ... ' r1�tA�/Fw•.+rwA�,uwwrw ,w►�:' +�t1*rrriwrww.+m;u+rk+ssr7tlA1MWNlt, ,. .._. .wWgMsMUM!-•• .s +.w.n•-.,.sr....,,..... .,.w«•.-...r..weAuw,....•views....wenws•... . ,.•«r.. ^ItMIAIMM1�1111Y11urY1I�N +'•.., t'bglawrAlMa•„'riMM..rMYMrIYMAI'vIKVN' ^�MINer'N,dlr. WCa I r�MMw NMl�4*e"kr�.', _ - i k'NIIIIiMNy11Y'�Mn..a0. �ewnwM,vw JL APRIL II'' THIS DOCUMENT IS LESS 71tilll �Ill� llil � ll � � l � III gill ljljijI IIIji I II-TTrTI �Trlt�llrftll�f I Ill � lll I111rl( ll � lll II � � I�II � III IIS SII II. III III IIII 11111 ill1111 � � � 111 ' ijllill 111 III ill - M�IZ�L 2l� 1994 I. :cISLE THAN THIS NorAT[oN, ��� --� --_ 21 �___ _ ___ 4�-_- _I I-- 6 I _!1__ I_ �_ I 10� 11 I'I' IS DUE TO THE QUALITY Olr rvo.3e � __ THE URI:GINAL pUCUMIsN'1'. ,--,---T---- -___ �$ 9Z g`Z 6Z EZ Z IZ � 0!+; � SL `` 8j[ Lt 8�t St 6t >j11t `` Zt It 8 4 8 L � g ' 9 ��fi► IIS II � [ „.," IIII IIII IIII II illl IIII Ilillllllllllllllll IIII�IIIilllll�ll Illil�lllllllllllllllll llll�llllllllllllli l llllllllllllllllll lllJ��lU llllllllll►I�IL�II Illllll 11.1 llii��li`I�I�II IIIIIIiIII IIIIIIII �IIIIIIIIIIIIII II�IIII�IIIIIIIIi�llll IIII�IIII IIII�III i i� .:� ,i' .�•:;:' r` , SP. �'v. M�'li 1.-'. �.:nff` `st�'N1�111-.4 7'�`'_? � ?F'�, F:,;,. tt1 d •" a :dry w + . I STRAW BALE SEDIMENT F3A.F:RIER5 ALONG SLOW=SEfROSION CONTROL NOTE6 � 1. This plan sheat Is to serve as a guideline only. 9 / Contractor shellrovide erosion control methods c p - � GRAVEL WATER s ✓- as clrcumstances requires. - - - ��^--_ . _ � SENFADt � 2. Implementation, construction, maintenance, replacement ���'' ��'j / V and upgrading of all erosion control measures Is thcs ___....._.........._........_....._.._......._...........____. ....__......_..__.... p9 g _ -- - ___ ....._.._ _ _ - _._. _ ... - - _ �_ .........__.....__.._.__. _.._. sa� _... __ ......._ _...._�.._.......�._ . ,,.�:..........,.__.,,.,,,,, res one(bt Ir t of the contractor unt i I a I I constr�.ict ion ---- - - "--•••- -"�- tu .. ..... . Is completed %nd approved and all vegetation/ \ landscaping Is established. _ .,. .� „� .� - - - - !' r► Z SET BALE INTO 3. The erosion control facilities on this plan must be EROSION CONTROL 5l. T ___ i 2- 2" x 2" x 3' � constructed in conjunction with all clearin and - _.....__........ ... ... - _. �iP f�AP NOTC1-1 IN SLOPE J g -- - PEGS EACH 15ALE gradinactivities to ensures that sediment-laden (o water does not onto.- the drainage system or violate •- . .._ _ -_--- "" --' / / / a applicable wet standards. -�� __ - /� / �■ _. . , / 4. During the construction period, the contractor shall ........... _ / 1 -- ��� L E v I E� ratio and maintain ata I n a I I erosion con r� facilities e e needed '_ , -..,.. �,•..•---" HAY FEN-E upgcontrol faclllti � � � "' I BALE ! / For unexpected storm events and to ensure that -. ___.._.. 5 -- ! / sedlmsnt cion water doeR trot leave the site. ul 5. All erosion control Fa_l lltlo& shall be inspected dally , � ,.. +.•r=----------------.�. . � �; ,,,■,,,.,�,M ._ - ;hy the contractor and maintained as necessary to I ' f -.-- -" r' _ 1'`t Z _ J ensure that facilities continue to function as dosigned. I - 1 --. f '��, / / /`•, ii 6. During Inactive period& on the site the contractor ` / i CL must inspect and maintain erosion control facilities4 eJ 0 once a month or within the 48 hours Following a / storm event. I PROPOSED KNEZ 5U1LD{NGZ UJ Wo / 5• •t r.:,° •. 1. At no time shall more than one foot of sediment be ;,�� / f / cc ■ allowed to accumulate witnin a trapped catch basin. ` A I I catch basins and convoys ace I I nes aha I I be ��, .� `1 ': FF 154.3 � � '''t i,'` • • `, / ' / cleaned prior to pavin! . The cleaning operation &hall y ,,, ! "'s� J W e1,t¢. I / not flush sediment laden witer into the downstream � i ��✓ \ ;,„ / /, / 0 system. St --- ..-_ Y 8. tblllzed construction entrances &hall be installed ,r � / / / /, '' Cal UJ at the beglnninq of .onstructlon ar•d maintained :'or ` project. 4 o'! the duration Additional measures _ / •�'"""""' � must be taken by the contrac+,)r when necessary to , _ --1.•.�.a�r...,....: N ensure that all existing paved areae ares kept clean ^ / �--- FLOW i For the duration of the project. /�•,•' � _,..,... ...._ t S. Hydrossed, mulch and fortllize all disturbed ground not , \ , ........ -"--� /!� / Z receiving hard surFAc-e at the earliest possible time. Use seed mixoe and rates as per "Erosion Control t'Ians: _............._.....____ _............._.. -. yI t - - Technical Guidance Handbook" producod by Clty of hortland and Washington County. _..._ _.-_.._.._.__...__ _...._.�... _ i J FLOW 10. Clear plastic "sting &hall be installed on areas seeded 2 _ 2 � 2 � �� j / ; Uj between Nov. 1 and March 31 and will romain until vegetation — - 5 is firmly established. /•, 7 / il. Areae to be covered with 'Curlex' erosion control blankets are to ■' NOTES be prepared, fertilized and sodded before blanket* are applied. When unrolling the blanket this netting should be on top and the EMBED BALES 4 TO 6 INCHES. fibers In contact with the soil over the entire area. In ditches and water flow areas, apply blanket6 In the direction that waLor flows. .�..��� I � aw������-- DRIVE STAKES MINIMUM 12" overlapping them at tris ends and aides by 6" and then / � d stapling them down. On slopes, a pia{ blankets either horizontals or I I I / / Z�� INTO GROUND SURFACE. p 9 p � , y y00 • ve=nt►ca I ly to slope. a c 12. In staplin erosion control blanksts use wires staples .U9{"� In , � diameter, 'U" shaped with lava 6" 1n longth and a 1" croup. Sizee and I I ! / gauge of staples will vary with soil conditions. Drive: staples EXISTING KNEZ BUILDING ■ vertically into the ground. Use four (4; otapies across at the start EXISTING U.S. NATURAL of each roll. For Slope installation, coritinvea to staple along the RESOURCES BUILDING ' I I I / � � / length of then roll at 5 foot intervals. For ditch liner, stapis along I FF=156.0': SCALE: V'-4,7 the length of the roll at 4 Foot intervals. Another row of ataplas in the center of each blanket should be altsrnatsly spaced between EDGE OF SITE each side for either slope or ditcht Use a common row of staples CLEARING/ DISTURBANCE on overlaping blankets. PLAN VIEI,U 13, At thcs upslopes ed ee of each biankaeteed area the ad a of the erosion control blanket is to be lour i ed to a depth or 9". ��_���■��_�—��■ ■�_ _��+—■����o� _�� ——--� ! �` Berm spillways are to be blankaeted From the Fr.�ot of the beim on the upstream side to the foot of the berm or, the downstream side. STRAW SALE 5' 12IMENT 5ARRIER The blankest Is to run to the crest of the berm on both sides of the NOT TO SCALE spillway where, the edges are to ba burled to a depth of 9!. ✓) EROSION CONTROL FLAN Q � DROP INLET 7 a a WITH GRATEYJ w Z STAKES (2" X 2" X 31) ? ra W y � . . p... -. NOTE. Ca THE MOST UPSLOPE EDGE OF 'CURLEX' EROSION CONTROL BLANKET ' EROSION CONTROL BLANKETS STAPLED WITH 6" OVERLAP Q _._, ,.... ,.... . _., .._, ,..... ,�.. IS TO BE BURIED TO A DEPTH OF S . - DIRECTION Or- WATER FWATER FLOW / WIRE STAPLES .091" DIA. & ° OR LARGER WITH U SHAPED ,-- .-- \ 6" LEGS �Co'�` p ° o �• FILTER 'FABRi17, r r ,--, �\ STAKES \ v0. v.o ��,. .o° v n . a 0� •O ' FILTER FABRIC v Q ° v p v� ° o. STAPLED TO FILTERED WATER NO-. A . 0o o, STAKES 1 - DIRECTION OF Q ° loo Q 0 o V.p V £1 WATER FLOW R 25 MIN. ° o: o d o � o . 00.° Q v° o�0 ;�• �s CURLER EROSION CONTROL BLANKET. CLEAN PIT RUN OR 2"-O" CRUSHED RCGCK \ 48" WIDE, 180' IN LENGTH (AVERAGE) "OR- WATER WITH SEDIMENT 18 LBS. PER ROLL*, 80 SQ. YDS. PER ROLL= ° �7 � �.AQ ' �,loo• I _ ' SUBGRADE REINFORCEMENT ° STAPLES IN ALTERNATING PATTERN GEOTEXTILE, AS REC.JIRED Q) � ' t5 APART 3 �jl 0 0 0 Q O 4 STAPLES IN ROW ALONG END all U Ln U �' 4 I N c' Z Y BURIED FILTER FABRIC BURY MIN. 4" BELOW GRADE all2 TYPICAL FILTER FA5RiC INLET 5 ARRIER 3 'CURLEX' ER05ION CONTROL 5L�ANKET DETAIL 4ru ' GRAVEL CONSTRUCTION ENTRANCE _ NOT TU SCALE NOT TO SCALE X NOT TO SCALE � a Z Y .p.a-M'eak'n.zl6lYreax'"`t 4�.ib!2�:5�'y..,•'�,.;.:ww,.aT_. r ..i L-. .os 3r. ria.. _ a.c.,wn1+� - � .w � w-.,. a ;.y..�'t!�"!41'kAf1Yr' �A•a.:rT.,< �1�r�'ai+plMwWw O` �, (rA .,w ilK,'MF. 'fkd►.'�rtY1iMMry�'R t,iLiII1IM r,. _ .. .. .. ., ` Tinlielllllilllliillllllili T TrlirisllilllilT" IIIIIIIIIIIIIIIIIIII � � � III � IIIIIIIiIIIIIIIIII � � II � T i rH T s uc�cuMENT Is LESS101 1 12 APRIL 1994 ! LEGIHLE 'THAN 'PHIS NOTATION, J � 21 no�eQTO _ `,...,.. _.. THE ORIGINAL DOCUMENT. � - "` - �£�Z i 8Z LZ 9Z 9'Z9'Z �Z £Z Z TZ OZ 6I 131 I LT 9t 9t I ibT £I ZT Tt T 6 8 � ;L Q_^-19 I T�' £ Z I t�iri�wl ILL 111 .I1 U11111i11 I I I I 11�11 I lull I I I I I W III 111 Ill I Illl�llll illi Ilii l Ill illi lll llllll�ll I 4 11 I IIIIiiIIi III I I l�ll IIiIi I l �� Ii Illi II 411111111 Iii 1111 iI 1111111111111f1 H11�1{II 1111,11111lI�illl�llll�llll Il11�1111111.�11 11111111 FACE OF C''.45 _WI HOF ;rs?EET b ff FAGEQF t,? R 1" R -- 1/2 R T- _ ------ I RADLINE • _ ROAD SURFACE STREETWIDTP - - --- --- a -___--- A " I3 4, BATTER EXPANSION b" Xb'' -,I,. E,"_i_ JOINTS10 GA. ME!4? '' / �- - 29� � _ 3 ROAD-. - -- • I ' 1 n e r CONTRACT I _ _- _• . _-�'fe. ! • -e I 13%z .._ a JOINTS 51DEWALK f . � • ° • ` • : . - ► • + -- - _ u- a r 11"2 CURB JO 4TS---- • _ __ - 2" - 3/4 O GRu5NE✓ ROGK J ° r • Y i , - • � .° • n �p CURB - - .. - �COMPACTED SuBGRADE OLZ� ° • a d FACE OF CURB 0 ° • _ --_- 5'-O" 20'-0" 20'-0" 5'-D" co CRUSHED 1�20GK- - SIDEWALK ADJACENT TO CURS MJ co �-- - 2�'"-------_-_-_--_ CRUSHED ROCK -. a - • 000( cpo(F USE EXI5TING EXPANSION JOINT OR SAWGUT AND PLACE COLD JOINT. I" EXPOSURE M -- -9� ..J 10 1 CONCRETE SHALE o-�aVE A BREAKING STRENG rH OF 4000 P.S-I _J AFTER 28 DAB'S, AND A 5LU!'1F' CF 11/2" TO 3"- ljE CT I ON A-A 2. EXPANSION JOINTS I. CONCRE--F 5NALL HAVE A E.REAKING STRENGTu OF 3000 P S APER 28 DAY, A TO BE PROVIDED _ 10 GA. MESH AND A Si.UMP OF 112" 'O 3". pp I. CONCRETE S#aALL HAVE A BREAKING STRENGTH OF 3001 P.S.I. AFTER 78 DAY, 1-1/2" ABOVE BASE ��} 1 AT EACH GOLD JOINT. ANDA $LUI`1P OF 11i?" TO 3". 8`�- - z 2. PAtiE' S 'O BE A !"MAXIMUM T 2. AT EACH POINT OF TANGENCY TO THE CURB. _1 OF 15 FEE SONG. 3 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEFT 2. EXPANSION JOINTS. B. "1ATERIAL TO BE PRE-MOLDED ASPHALT IMPREGNATED, A. TO BE PROVIDED; STREET 3. FOR SIDE.I)ALKS ADJACENT TO T«1E CURB AND POURED AT THE SAME TIME W NON EXTRUDING, WITH A THICKNItSS OF 1/2 INCH. 1) AT EACH POINT OF TANGENCY OF THE CURB. � ° AS THE CURB. THE JOINT BETWEEN THEM 5"ALL BE A TROWELED JOINT 2) AT EACH COLD JOINT. 46 WITH A MIP . 1/21, RADIUS. 3- CONTRACTION JOIN-S. 3) AT LOCATIONS NEGE55AR'�' TO LIMIT SPACING TO 45 FEET. 2" OF CRUSHED ROCK W A. SPACING TO BE NOT MORE THAN 15 FEET. B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING, 4. FINISH SH,c,LL BE LIGHT BROOM P''NIS�+ AND EDGE ALL JOINTS. d. THE DFPTH OF -HE JOINT SHALL BE AT LEAST 1-1/2 INCHES. WITH A THICKNE55 OF 1/2 INCH. SECTION 8-•8 Z 4. BASE ROCK "O BE �i"-O'' COMPACTED TO 95% OF ASTM D &W 3. CONTRACTION JOINTS AND SHALL BE TO SUBGRADE OF PARKING LOT (8'%2" DEPTH). A. SPACING TO BE NOT MORE THAN 15 FEET. I. AND A CONCRETE 5r-BALL HAVE A BREAKING STRENGTH OF 4p00 P S.1. AFTER 28 GAY, B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. AND A SLUMP OF 1'%" TO 3". 5. CONTRACTOR TO SUBMIT TO ENGINEER FOR APPROVAL FIROP05ED 2. CURB JOINT SHALL BE A TROWELED JOINT IIJItIf'� A MINIMUM 1/2" RADIUS METPOD OF KEYING CURB AND GUTTER TO CONCRETE PAVEMENT. 4• BASE ROCK TO BE j�a"-D" COMPACTED TO 95q. OF ASTM D 698 ALONG BACK OF CURB. (2" DEPTH). 3. EXPANSION JOINTS SHALL BE 1/2" PREI''OLDED ASmHALT IMPREGNATED MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRACE. 4. TRANSITION FROM THROAT WIDTH TO EXISTING AT 3: 1 WITIa ASPN.4LT CONCRETE S. BASE ROCK TO BE 3/4-0'' COMPACTED TO "I OF ASTM D 698 AND 5.4ALL a ao ��� Q AI BE TO SUBGRADE OF PARKING LOT (8" DEPTH). off' J� 1 CU ANDGUTTER2 STANDAP.D CUA K,3,N� COMMERCIAL DRIVEWAY 4 STAND Aim SIDEWALK / NOT TO SCALE / NC T TO SCALE NOT TO SCALE �V fQ NOT -O SCALE Z _I . , STANDARD CURB E BOLT DOWN IN ALL FRA`IE AND COVER X1, AND GLITTER ---_ A r "• 24" ,,1AX UNLESS OTHERWISE SPECIFIED O EXPANSION JOINT TOP SLAB AND MANHOLE RINGS 5"ALL CONFORM TO A5T1"i SPEC. .4-18 . y (F2� 24" STA ER S 2'-4'%.�� 8" 1 '• / -1/2' BOLT (STAINLESS STEEL) E 6''X6,"XIO GAUGE MESH ` --J (WITH OVERSIZE NOTCH INLET FRAME - ---- / „ INLET CATCH BASIN) FOR BAFFLE, 1 1/2" x 11/2" ABOVE BASE ---- p VIEW F,, 0 7 FABRICATED CORRUGATED CURB AND GUTTER 1 1/4" EACH SIDE. • ' 1 _ ALUMINUM CRO55 W!TH TURNOUT RETE SHALL HAVE A BREAKING _ -- "$TRUTt CH" STD. - CsATE, SIZE 45 REQUIRED. - GALVANIZED CHAIN „ =r, STRENGTH OF 4000 P.6.1. AFTER 28 S - FLOW LINE .'' �� r CHANNE._ GONG. 200 LB. CAPACITY SLACK > _ - 51 Y b' 2_-0116 DAYS, AND A SLUMP OF 1'%?" TO 3". -� INSERT NO. PVC106N •D Q r' -T OF CURB WHEN GATE 15 DOWN �`+ GROUT 2. BASE ROCK TO BE COMPACTED 11 L:j OR EQUAL, EACH > .. -04 .. TO 95% OF ASTM D 698 AND SHALL - SIDE. PIPE .d 5 -- BE TO SUBGRADE OF PARKING LOT ----- ,• •• p 2OR 2a A REMOVABLE HIGH - •° (BIS " DEPTH) �4� ' �--- _ _ ---' DENSITY POLYETHELENE 1 .. •BASE ROCK 3. JOINT PATTERN TO BE SUBMITTED BY NFT �- --- - - 30" MIN. ---- - - --+ - - -- OUTLET '4 • . + !. CONTRACTOR FOR APPROVAL BY ENGINEER. RECTI C-G ^*' BAFFLE. 11-- 4. BROOM FIN15H, AND EDGE ALL JOINTS. �/� I_ � 3 1 CONCRETE ;PAVEMENT 6 A N.OTEsi: �p SPECIFICATIONS FOR CONCRETE AND ARMCO MODEL 160 0 FLEXIBLE COUPLING r MISCELLANEOUS MATERIALS USED IN rURNOUT GATE TO BE CONSTRUCTION ESHALL ONFORt`1 TO MAr.)E WATER TIGHT IN c Y - THE CURRENT 0.5.H.D• "STANDARD F'LACE WITH MASTIC. o _I I T fNVER ELEVATION n i' ' k� °'f'>��"• m° - 1" CLASS "C" ASPHALT PER O.D.O.T. SPECS. SPECIFICATIONS FOR HIGHWAY (ALUMINUM ONLY) c I I(�I (SEE PLAN) CONSTRUCTION" ► ,". y1«s", ' ,w,. _ - ATB _ 2- ASPHALT TREATED BASE PER O.D.O.T N ,. s, .._O.. SPECS. ALIGN BAFFLE TO OUTLET PIPE J DIAMETER CALLED z PLAN •' -- 3. BASE ROCK TO BE COMPACTED NORMAL - PER PLAN VIEW. E -I + OUT ON PLAN { � 2 1 _ _ - �C 2 TO 95X OF ASTM D 698 AND SHALL BE PAVEMENT' _ _ r r --2„ — C.01 1PAGTED GRANuL�►R s 01 a1�"-O" TO SUBGRADE PARKING LOT (11" DEPTH). SLOPE - - — ' `• `BASE ROCK, _ --_ - I - 4' `n _�- -O" MIN. III- MAtERiAL 0 SIC •� WEEP ` . • �- MANHOLE AND EASE l 6B ASPHALT PAVEMENT bB . ;.- y - �.: _ SUBGRADL HOLES --III - PER STANDARD t 6 STANDARD �'�`� �• NOTE: MANHOLE DETAIL , • • \ CURB ROCK� _. �, \`3„ , USE PIPE IIIRAP TAPE, 5EC1 ON " BACKFILL /� w 6 MIL POLYETHYLENE 3" ALTERNATE ' iv -- �.� PIPE �, ��'�,,,�i� ' Q / �� • ,' MANHOLE ACCESS 1. CLASS "G" ASP(-(ALT PER O.D.O.T. SPECS. LOCATION } / FROM ABOVE ATS 2. ASPHALT TREATED BASE PER O.M.O.T SPECS. •' °+ �� • s, "_ " __"'_'� - ------- - I" DIA. NOOK HOLE -� --- ► - -• -- / �; • . a O 3. BASE ROCK TO BE COMPACTED -E-7 - - - --- �-- - -- / GROUT , TO 95� OF ASTM D 698 AND SHALL BE _ MIN. • _ IN BAFFLE ON CIL -- 'E- E P,PE 1 I ! cn • ° t0 SUBGRADE PARKING LOT 110" DEPTH). •' DEPRESS GUTTER 1 I/2" NY -}- /� co IL -O I BELOW 1'.JTTER I wl Y SEC I I ON A - A BASE ROCK Y 6" 2'-3 3/8" is" LONGITUDINAL SLOPE 6" 2'-4 1/440 ° 6" AT INLET. WARP GUTTER INFLOW LINES I �I 3 -3 3/8 .-_- _ 3'-4 1/4" WHERE APPLICABLE _ _� -_- E TO MEET NORMAL GUTTER ---- }� � m 6G ASPHALT PAVEMENT 6C _ _ SLOPE 3 AT EA.,,-.t4 END ( -- _ _- - ;ECYIO ,A-A OF INLET �ECYI 5-5 p,2E�-�;5-" ^^a�;,•�'�_F_ � s� � CD NOTE. LOCATIONS S+�OuJN ON PLAN. • RItiC1 © nI x o )! ' \ r PLAN m CUA DROP- � )FAVEMENT TI i TRAPP EIS CATCH 5ASIN.�.._.� ONS . , UJAT QUALITY CONTROLMANHO NCI TO SCALE /!, NOT TO SCALE � NOT TO SCALE � -„ '-•- e NOT 5GA-F CJ x .y,o. 1 . '• .q ` , MIP ' k ��. . .. ..-•"-'--- `..-.wr.•,..rYirf•-YW.•..'.y.^aii.:...._.. ...»,...w..•- .- .._..-+.Y.- ... ,Y... ..__ —. .w.-rAr, ......- '.-"_ .Ji...r►.... ...-. - - _ . - - — _ .,.-. {.-..___,.W, . '' -_ - ,�-. _ IF '(IVIS nOCUMI�MT 1 �; 1,E;;S -r1111111111III1 III III 111111 111111 VIII LII 11T rjT(!'�T rll�llr 111IIJ1 1IIllII IIIrTr �IIIIII I � IIIL! III ! II ! � III � I I � III � I ! � I III 111111 ( 111It11 111 ! � I 111111 ( III lllll � !II - �P�b� 2r .._ 9 r.Ec�I>3l,tJ T11AN 'rIl I ., 14()TATION, 1 ( 2 3 I 1 5 1 6 I 7 I 8 I 10 I 11 1 1 � 1 '•994 III' IS ) I '' �_ �_ I � __� -_ ___�_ —. ��1—.__:_ _ r.-- H' l(1 '1'111'' 1-IIIA(, I'PY O1' - -- ---- -- -- __ No.38 8.,«.;ry....., , T11E 01?ICINAI, 1,I �Il1r�i;r�'1'. III-III ,— - T-- E Z Z Till-311 '111,111111 7 SZ �Z E T, 7 Z [� 017 1 6 [ 8�- L T 8 T I Sli t, E i Z I T l I I8 S I I---�--_ lg I Z I „IIII I11Il III III11III111 (IIll1II1111111►IIIIII�IIII (III Ilillllll�llll 1111 (III IIII�IIIIIIIIIIIIiI IIII�IIII (III (III IIII�IIII 1111 111 IIII�IIII IIII�IIII Ill1 H1111111111[ 11 1111]]Iu u�1��11 I11►�Ill Il��l►iii►iiilNIII EAC4-I AREA IS 11v3 OF i ? TABULATED TOTAL AREA 4" DIA. GAQP 'I," PLY UZ-OV OVER FADE OF BOLTS M CLASS II)II CLASS ACTT TEE PLUGGED CRO55 WYE PLUG OR CAP 4" DIA, 5CHED. 40 I� 1 1"10UND EXCESS NATIVE MATERIAL - POST z OVER TRENCH TO ALLOW FOR SETTLEMENT 'Al - EXISTING BEND PLUGGED CRO55 a Z SECTION 41h. PLUGGED TEE Q°°• oo° ° b"�� ; cLASS A NOTES: o0U 0 I BACKFILL ----T- // .'NATIVE I CONCRETE TEiRU3T BLOCKING TO BE POURED AGAiNS' UNDISTURBED EARTH. �' Z O S'ANDARD CAST RON R60oC O MATERIAL) ? FINISH GRADE COL / � UJ 00 O \/\/ ? KEEP CONCRETE CLEAR OF JDINI AND AGGESSORIES A.C. PAVEMENT , yIRAMS`C WA<R R P, ✓E�*E Tc�`"o O° p \/\\ \/ 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTioNS ARE OCOMPACTED \ OQ /\ \\; I SHOWN ENCIRGLEC ON THE F'i_:�I� s.y. 15 INDICATES 15 SQUARE FEET `'� SLOPE TO DRAIN � _ o o ° o o \\�. a BEARING AREA RF QUIRE. - _ _. GRU5HED -� I PAVEMENT GROUT -------- N & O 4" gIDE;JALK ROCK o W 4. IF NOT SHOWN ON P'..AN£� REQUIRED BEARING ARE a6 AT FITTING SHALL BOO.• o `�. °o,.• 0 `• 0 0 , . 000.� 0 0° ` 0 0° 0 0° °. �-TION ` / ,�\� b o b b a b n b o o BE AS INDICATED BELOW, ADJUSTED IF NEGE55ARY, TO CONFORM TO THE 000 0 8 000 6) 000 0 0 • 000 ( 8 oQ0 L 8 0 8 \ J Q C UND16TURDED TEST PRESSURE('+) AND ALLOWA15LE SOIL BEARING 5TRES&ES) STATED /\ ' \' \. \ ' \' \ ' '�/� --� >/ \ wA*ERtIGH' PIPE PL UG - EARTH W /�j /� /� // /� /� �/ // �\ 0 p°� o // v/ A I IN THE Sf'EGIAL SPECIFICATIONS �\ \/\\/ • \�\�\ �� 5\ \• \ W o° - o° \�/\�� I /\ , • 4'i�" DIA. SGHED 40 POST 6" MIN. I 6 ^SIN p O /X/�/ 5. DEAR G AREAS o4.ND SPECIAL 1°5LOCKiNG DETAILS S"OWN ON PLANS > ` / / / o 0 Oo Ocq �, /\\/\ TAKE PREGEDF_NC;E OVER BEARING AREAS AND BLOCKING DETAILS %Q z /\ • / Q mj SHOWN ON THIS STANDARD DETAIL �\ • I \ � 0 o° o$� ° //�\/� ' > �`, �/ - 12' DIA. CONC. COMPACTED FIE_ ---��/ D $ //��' _ BEARING AREA OF THRUST BLOCKS IN SQ. FT. \ FOOTING \\ I �� PROVIDE �i" O FOR A � c O /\ r- --- - \ //I/ - -I.,`� MINIMUM O b AROUND a 0 0° ° o /\\ 'TEE, WE, W DCPtD� TEE ' -- //\� FITJING PLUG, OR PLUGGED PLUGGED \ t �r-- 1%" DRAIN LINE //,\\/ \// CLEANouT uj v f 0 0 O° 0 O ° ° O '\\ 61EE CAP GRO66 ON RLN 45' BEND Z'1�' REND INV• DENS \ \/\\\ o° Al Al ,,. -0 CR�S.4ED ROCK 4 Lo L4 1.9 1.4 1.o "- -" --"- \ (('� COMPACTED %�i"-O o .1 Yj ALL BACKFILL SHALL BE b 2.1 3.0 4.3 3.0 1.6 _ -_ 1.0 ' 1 / CRUSE-IED ROCK CLASS "D" EXCEPT WHERE \ �/4"-O PIPE BErz)ING 8 38_ 5.3 l.6 ri.4 1.°.! 1.5 LO T 4" `11N. FOR F'IF'E SMALLER THAN 18" 10 _ 5 9 8.4 11.8 8.4 4.6 2.4 1.2 \ b NOTED ON PLANS. °0i0Oo.0 0 Or? 6' MIN, FOR FINE 18" -'VD LARGER 12 8.5 - 11.0 _ 11.0 12.0 6.6 3.4� 1.1 DRAIN / 0 0 0 8 ' o � 14 11.5 16.3 23.0 I .3 8.9 4.6 2.3 °po c-b 0 / 00 Ib 15.0 21.3 30.0 21.3 11.6 6.0 3.0 ROCK bo 0 6 0 /\ '' o . o yoo =o o .o'• .\/\�\/\ - . o.� .•.O .o \ \ \ 18 '9.O 21.0 38.0 21.0 146 1.6 3.8 win ZO _ _:3 5 33.3 41.0 33.3 _ 18.1 9.4 4.1 \ 000 „ S o j �a" O EkAGKFILL I-'ATER'AL r�CRETE ENCASED WY'E7 '•''O DACKFILL A ATERIAL I5EDD ING ?4 34 0 48.0 -_68 j 48.0 Z6.� 13.6 _ r 12 • / \ o �� / AND �-. ° NOTE: \bv.• oo . ABOVE BEARING AREAS BASF_D ON TEST PRESSURE OF 150 P.S.I. AND AN \ 000 0 8 b \ KT%\N5ACKFILL DETAILS ALLOWABLE 501E BEARING STRESS OF ?.0EN POUNDS PER SQUARE FOOT. 80■• 0o b 8` K4 5 CLEANOUT, �. TO COMPUTE BEARING AREAS F0�2 DIFFERENT TEST PRESSURES AND SOIL ocO 0 8 BEARING STRESSES USE THE FOLLOWING EQUATION BEARING AREA ■ (TEST PRE55URE/150) X (2000/50IL BEARING STRESS) X (TABLE VALUE). NOTE: SPACE BOLL ARDS 0 8'-O" O.G. 1= x � o 's 3 REMOVA5LE 50LLA=fqw4r-w'ft' DETAIL 0 - C4 4 o V2 THRUST 5LOCi<ING DETAILSti� B;;ILDING FEWER SEE ' FOR PIPE AS SPECIFIED. SIZE AS SHOWN U BEDDING AND BACKFILL MIN. SLOPE FOR 6" ON PLAN. _ PIPE 0.01 I/FT. z ELEV. SHOWN ON 4" PIPE 0.02 I/FT. MIN. _ �--- PLAN. ADJUST TO U EXISTING MAIN. - • HUB TO FIT SMOOTH TO STANDARD M.H. OO O SIDE 0,= PIPE AND r n • RUNGS 12" O.C. 7) = LOCATED ON VERT. SHALL NOT PROJECT d 61iZ" SIDE OF MANHOLE, O O NOTCH LID INTO SANITARY SEWER 45' T-T-P. 2:)I%' MIN. S WITHIN 24" OF 0 O O O FOR LIFTING MAIN. - d CAST IRON _ COVER AND FLOCK O O HOOK (T`I'P.) FINISH GRADE o ° 7b FRAME COVER o . �_ U: o , PLANT FABRICATED TEE, FOWLER TAPPING SADDLE r < > ° �-�' OR INSERTA TEE. HOLE IN MAIN TO BE CORED WITH x d o > � -��SET FRAME ^- � - O O o rooms'� TAP ABOVE SPRINC's LINE. \ v IN NON-5HRINK - 4" CONCRETE EXTENSION RING. O o °o;t •°o?•b 5LiPPORT TEE WITH BEDCING SRAVEL, MIN WIDTH 2'•-O" GROUTINSTALL AS RFOUIRED TO BRING cv m MANuOLE COVER AND FRAME TO • DESIGN GRADE - MAX. 3 RINGS OR 12" MAX. 5EUJI=-f;R - � VICEE CONNECTION, ECCENTRIC MANHOLE TO= 16 HOLES STORM SEWER COVER Z STANDARD _ --PREFORMED PLASTIC GASKET TL 48" MANHOLE _ CR15E'R5 -----� ,�° 243/411W �-` UNDISTJRBED EARTH 'nl ---__48" _ } VI RAM-NEK JOINT o W MATERIAL OR I Q m EQUAL. - ALT. -- 22 -� > Q GRCUTcy- �-- - -- - d -`-- COMPACTED 3/4/"-O 2�„ 4' o CRUSHED ROCK - -- -- 0 C=12'" TO 24" go�� }- rn r / CONCRETE CURB 4 GUTTER b ROUND RIVER .ROCK � rwITH CURB DROPS MAX _. i 3 0 ASPHALT OR I E - 4 i CONCRE-E >~AVE'-1ENT _ �- --- - 2.3 - --+I FILTER FABRIC - 5L0PEI 8rr MIN. ------------- -- 2 4 to-2 SE'r IN CONCRETE 31" r _ \�\ / ° u 0 0000°00, °a 000 °C 0V ,o 0 o 0 01018 C) ° --- AMD CsROIJT ---------------"_---_-__----_ �_._.-_-�. \ \ , \, `\ � \ ���0�� --•-r�-- 12' LAYER CRUSHED ROCK NOTES: /'� /� •/ �/ c°0°0 0 0`�o`o / MATERIAL (3/4"-C) i' I. HEAVY DUTY MANHOLE FRAN;ES AND COVERS ARE TO BE USED ON ALL ' ��\ �\/X\/� /��/ ' t ► MANHOLES UNLE55 �C7HERWI5E, APPROVE(') F3`r U.S.A. \ \ \ \ \\; N' NOTES: \\ x - N POURED CONCRETE BASE - 5 SACK MIX, 250C P.5.1. 2. CCvER AND FRAME TO OE r ACHINED TO A TRUE E3EAFRING ALL AROUND o AT 28 CP AS. 0 SPREADER TRENCH 830 LF t W' c�v 2. ;`ORM GROOVED INVERT AND MAKE 5UR=4CE SMOOTH C) TO DIRECT FLOW. 5TANDARD MANHOLE 6TAND,4RD MANHOLE I �RAVEL WAS 5F' AD� ��A�"'t� � CO ��� � CONTRACTOR SHALL CONFORM TO U.S.A. DWG. NO. 120 0 o 0 C) F X V W N 7_ Y .. .. ;,; ..,, ,_� , - • ... unn a• ,,. , ....,111,MTI,..w�rr,�,,,,.�,y M-:,'� _ aA�M4°°hM'��• J,AatOMMw rww. ...v,.....-... ,...ru..... �c.. - .. - - .... ...v.. ...• a.w r■•R� ��.. Me La � -,'� .Nl # �/'�",.f7iY il..'.Yl.. � ,.y' ♦ay.n,.•..fir " .:V J. .. Y'��.w.n++.'_-^"R4T57�CMw M�'4i.ul►�wMIY/F'f.� .� _. rY,o. h..�1. ,. ' IF THIS DOCUMENT IS TENS T11II1tII1 III �III III III 'III III III III III 1�1 T��jf� 1�1 (iI1 1�1 I�IIIII II11'I1,T,1 �I1 III III IIIIIII III III III III III III I I IIIIIII ' I�I I � i III I„� I III � II ! III III VIII 199 t LEGIBLE TITAN '1'1115 NOTATION, � � � � � 1 '� I I 1 1 � � I � � � � I � �� � � 11 � 1� APRIL C�- IT IS DUE TO '1111; OIIAIATY OF -._ No 36 e. �.�;...• THE U12IU.INAL Inlc'UMI;fJ'I'. - 81Z 8Z �LiZZ_ 5Z 6Z E`Z Z IZ 0 -- ----�-- - 7191 ( 9 IZ 16[ 8I L5I � ibi f T 7.i ti T 8 8 LII II IIIIIIIIt IIII�IIII (III (III (III III< <>� ll>ll�l �ll� ul��l►II �L«� t �ullui I��, �� I iII< <l L>i IIIIIIIii�wli� III III II III 11111 ► (illilill�llll Illi IIIIII.II (III II►I IIII�IIII I�IIII��I IIIIII (III 1 I NOTE: / SEEDING a•'48 BEEN INSTALLED TOE OF SLOPE, TYPICAL IN PREVIOUS CONTRACT. NEW PLANTINGS TO M INSTALLED --- TOIL OF BANK, TYPICAL IN EXNG ISTISEEDED AREA. DO NOT DISTURB EX16TING SEED. 1) SPIRAEA (150) CARER (3) CORNU$ N2) SPI RAEA i23) CCM" (52) GORNU3 SAGITTARIA _ IIQU) CA X 1�15LJGLAS!I –� OBNIIPTA STOLONIFERA DOUGLA811-- 5T SERA STOLONIFERAL.ATIFOLIA OBNUPTA / _---RED ROCK CREEK (TYP.) / - - INS z V 2 �.�•:••.�.`. SEED EN lELOI"E --� �• •r:• (�•• • . ::: ter. . • . . .. . . .r r r •. y. ..._ li-1 �•r, «�=s'{r�AL'!:.1 .f:•` I _.mss _- T---_ �.- r1r��rrr rr rr •• it r r amrAr r r rr� r r _ r- _ •a ------�--- c �rr .. . r r .n0= •• �w oww� o r'n �••r•2•- •2 / / e cc111 o O O o d cW Iw cp (D cp a I Z ACY'� cp f 44 W cc_ 220 - 111 j_ / :i -_-_--._-.�-----� �_____ � �-� • • • - . ____�- -- • ( ) ac RUM .I.J . / cJ -UF�- (11j11�11 II �r.1. ' / •� / ' • • • • • • • • • • • •_._•._• _•___•___...• • • • • • •__• • _ • • • • . 'QED SET' IL ( p CURB GUTTER • • • • • • • • • • • • • • 7 Q 04 01) ALNU5 RUBRA A.C- DRIVWAY • • • •, • • • • • • • • • AC705TA •YLO6 • F::,}- ASE iJ UVA.-URSI 'POINT REYES' (SO) R05A NUTKANA 1. W (120) CARER • O / mj W / OBNUPTA l ' I �' ---VEGETATED • NC ' GO RETE z I SWALE • DRIVE PAD ' _Of, OF F3ANK, 1 Ll1 •-OE OF 11-! � � r cf? • r / SLOPE, , ` • / / TYP. 1 Q_ • ll-.- v 151 ON • (3) ELtONYMUS �� CONE �p 0 L ,.[`3 • AL.�TA 'COMPACT4' PRO=05ED KNEZ BUILDING / % ' kn w °� (2) AGER (4) EUONYMUB — E is I ST CIRCINATUI"1 (8�0) CARER � I • ALAtA 'COPAGTA' 05NUF,TA ; • (9) MANONIA ($) VAGGINIUM h1 NERVOSA OvATUM PLANT( .• .,� • MA►40NIA 5 SEED ENVELOPE •y REPENS (TYP.) TORE .N • ;=% I 2 EX15TING � TDP of BANK TREES TOMNA •'• ': . . . :" / - ( RE !AIN 2) AGER •' =+ / \ / � � LATIFOI.IA r CIRCINATUM (TYP.) (a) MANONIA (6) MAkONIA (12) MANONIAU — (10) MANONIa (4) VAGCINIUM r / NERVOSA NERVOSA NERVOSA NERVOSA OVATUM L •-� S �r (6) VACCINIUMcri 1 L-4 Q F: OVATUMx Tx z � g (.�M-Aye A — NERvdSA _ SIDEWALK r > � (18) SPIRAEA � �V!SIONZU w DOLIGLA511 I I ( / a 19 GONE. /D t: jo (b) EUONYMUS (4) RHODODENDRON (3) ACER NYPERICUM_ � \ 7j � t \ALATA 'COMPACTA' 'MRS. FURNIVAL' CIRCINATUM GALYCINLIM (TYP.) \ - EX!5TiN j �o wz.�■� I PL ANTI 5 �■www���r -__--_-___-._ I Q TO REM IN c �=, c.==c— i tn0 l2) EUONYM O (6) (RHODODENDRON ' �\ �J AI.AtA 'COMPACTA' 'MRS. FUFNIVAL' cV 510N / CONE � .1 TI i I I � I Y 5 NC's U.S. i NATURAL RESOURCES , I EXI5TING KNEZ BUILDING ' I EXISTING A.G I .... N EXISTING I-IOTINIA Y ' � F TO BET 46PL AN D 0 �. TO PL ARE r r Q m WEST EXISTING EZ ' I BU I L D i"�1 I �. w C) ca U O ori- r w.f;_��������w.������s■i��� I L,�w�.w��...,.��....�������■.w�■�r wn u���■���ww w.�■�■��a.a����■�...w�� � , �, //� ' AA i it� I EXISTIWOPLANT pl d g MATER( TO EXISTING J L' REMAIN • PINES TO 0 7 O p -" REMAIN Z ( lI (( II I IIIII I III ! -frTrTi1 i� IIII II 1 lil li111TIf-11111111111 IIII IIIIIIIIF THIS DOCUMENT IS LESS rlI ( III�I IIIII ! Ijl �l lilllll lll,. i Iil I I " LEGIBLE THAN THIS NL)TATION4 APRIL 2 3 1994 IT IS UDFTO THE QUALITY O1" No.Je a-••: ,� , -- THE ORIGINAL DOCUMENT. E�Z �8IIZ LI�ZIIIIII9II ZI►II Il9il iltZ 7, 1- --ltZ lO� II8t-l-wll-l ilLt—ijil I I9t ► III ill� II II ilill �II Ilii 9tIIIIIIIitT+t lllllSll tIIII lu�Zl tuul lutg� ��11 gu►�I►«I�lIgu�-ll�iL �>-►I>9lu�lll, 9�1 buu�il SI�Illl�i�7iliiIiljljitilj�ldil,�lwlj l i� ill III► II II ►ill► i� - v .r z �i 0 Z Z z 0 Z 44 O ac - TOE OF 5LOPE, 'ryPICAL J lu -- TOP OFF BANK, TYPICAL > � w w a 1 FAR< 2 i-1 1 — - FOND RED ROCK GREEK — -- _ '7) SPIRAEA ca I?OUGL 11 �sA ° ♦ l:•.i:•: (50) CARE>,' _ l9) ALNU3 '�`'�` ° �' (/ / �•rt�T•r% - GPfiA RUBRA N /'� �\ ` `'`�'�• IY'a.� ..r 4n.... mood .a.. ..,. 4 . WN. ,r ...... ...demon=added ended common, ,w O �cl ! O O o. �rrr � w w• "do" r 9 GONSTRUCriON LIMITS --�` —� ... lu Lu 1 (14) SPIRAEA (8) SPIWAEA (12) COM" WILLOW STAKES (13) SPIR.4EA 1 NOTE: DCUG ASII I7— A511 PREVIOUSLY DOUGLA811 W SEEDING AND W LOW STAKES U INSTALLED HAVE BEEN INSTALLED IN F- PREVIOUS CONTRACT. <4 LU W `l"Ja NEW PLANTINGSPLANTED INSTALLED IN EXISTING TED ARfA. DD NOT DISTURB EXISTING PLANTS ` E— AND SEEDWs ALL PROPOSED PLANTS ON THIS 'n ►n SHEET ARE PART OF PHASE I Y,, N-1 W EXISTING PLANTINGS , c SALIX SPQ. U W3 JlvW 5tAk�a U) t /t4;tea .:a*'0-7e A; W ML AN��NCj c.F�4 "S.5 CIO- E a- �� � 3 � o� (i:%OuCG��6 •=Std": F...C...'cR 3EG+�."1�L:N!`�.=� GJY�7��S.:i��.1-'►►'vC ' j _..i:��!�:i /yR!fri toCJr .G.. �i 46;C-Acn 45RO57'6 EY"::R4T4 ... Nor l_CQ_=R !`LAWING AREA ' UPPER PL,%N-;vG AREA PROPOSED PLANTING.5 1 rFu J Hyl k1a� '., _ 1 I 0.4 b. t' 'm I 4.�6�.._... __. 1 -OE C�c TGIF Gx ti SLOPE f�ls�'�NC fuJ 1 N Z Y TYPICAL WE"I'1. AND PLANTING SECTION 1;C;ALE: 1" = 20' � NNOTTp SCALE t� fV U w CJ O rw� a U Y C) ry LL Y ui A 1� o*w ,. -�'1N31M�a:��iA�lt � ��,NNdIMnMA+w'atlpatl�lwr^.�vww.r<taltl�11A1MM'1�'Jda.^!M'IlIflMM�:..H,+aY/It�YR `, ... .�-as.�liaw..m+.�.r�.:...►.. �. _ . .a.»...r�r',.�wa�,±Wove.w,es,rv�..�+Rwrarrt.�„A�a:+Mtl!'nwrar+Mrr�t�• 1vr �Ik.s'�I+.++tMtlI�I IF THIS DOC'UMEN`T IS LESS -T11IIllillllll IIIIIIIIIII III III IIIIIIIII l 1TT7r�(Tj1�ir1 iIIllllfllllill 111111111111JTirIIII III I ,�I,EGTiiLE 'THAN '1'111 S NO`T'ATION, 1 2 I I 14II 5 6 7I p� � �I APR�l_ Lia 1 994 ........_ dodo IT IS E TO 11iL UUALII'Y Of _ No.36 &-f. :�-�'."• THE Oi?IGINAL DOCUMENT. ��_..._--r —_ -- ---- --- --- - - -- - -- — I I - — -- E Z f3'zi LLZ 9Z SZ 6Z bZ ZZ TZ OZ bI 81i Li 9T 6T c. U 9 I 4��I i' SZ tIIII Illi IIII I IIIIIIIII IIII IIII IIIIIIII IIII IIII Ilii IIII �Iillllll IIIIIIIII IIIIIIfII IIII IIIIIIIllllll IIII Illi�119�1 lt IIII�II ill IIII Illl�lllllllll Illllll��l111 I �1�ll1� �I ������ Ull��llll 1ll11111111111111Jilllilli IIIIIWII NOTES: PLANT SCHEDULE � - SPACE GROUNpGO`✓ER --_