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S 1T20 19-00021 • :. ' : wl s FL. w §, It' ,." 5H . lid 3 � . .ilia 4 I�f 4 / //,‘.\. . �� .nir �- ,ems ; / 4.41 �` 19277 if- ';� \„..N.N/ ,47 a ., iii liniiiiiiiiim, , �'. � ��d�� - qel'� '.: .. �lr►. • r';,�� �' �-�,.,i"�' � .. �. � �� � 111111111 SI1111 dll I '41111111111, . 111, II ' E •, � lbw $ Atlirt6pg sc) , A .� � � g ... ''',.„.:::\ s.. ;�:�. : -, � . is ."' � ,\ �" , ',\...., li lik T ._,_ , „no '€ 3' 7.e.,ALF111 .' 4. PIE ir r __.. ., c - 4 111*4 *--f . 14 l'i' * 07 z 1 -. 4 �` s ES 12/31/20 -. .. ,. r te ° � E ' III - ;' �r SIE II' , \ . !'',--; Q I`� �I o �' ° „ a I !idM '�:.., .,","• `+ - Y,t. . _ a_ g ,,,:: 1 -A' . ,,,,„:„. , . ,,,... ,.. m:�r:fi \) &N , - ‘ .1,-.4,, *- 1. I I I e Li. it :: - (</Nziz, -,y- „ "�iJt•! UV q+w. ✓rte. ,i.` -.r .... .. �'°e -,.,; y w.,., .. RECENED lui:' -� ` ti 1•6% -li ' .,.. 4 , :: me ^ate T -fii - r.,... . - in- * i .. �4. _ • igi 11. iit 1 1 IN FEET ' ; �� SCALE CH 2U ' � l _ � ll, Z. S 2019 �. M�' "' Ig _ • ., SIG ARD .. ■■ yt :«: Z �p1.4:14. 'i �' 1111 ti ...i k , I-- =ill,reiril" kilgikklli :" . ' - . -ge .' '' ".A:. fa All -- 'ii a 7r�4;_ 'as •� ..• . 3� , � ' . i. it -dj • i „, 7/ 1 c ' ,..la 1-- 11111.ntatli" - so,-..... '..,. .. AP I a . .-7--- , zeiTH, ,.., Z 7;.,- rdiniiii .4/0 - ifig.1,40 , 1 ,. ,,„: \ . i c W ' / " / I \ //- \ % , CC a o I. " ' � OF PERMIT Q aimam •• W 4 :.. �: �, ISSUANCE OF A PERMIT CV in iii; THE S : - r ION Z N ' �: BASED ON CONSTRUCT MOM Ill ill= MU �� `� ,. �-` �,� � e::• t � � ' .�� t'�,:�• `�:�a. ,ani �.. f MI it um � .". DOCUMENTS AND OTHE o� El • ' lie �1 R _ II 1 wink" a .._._ `` ,e�`x EVENT +� �� - II: . 411 / DATA SHALL NOT PR J m , e Z, , cc .cr ir tip _ irL„ '�..: : +; s:.� .;- ° . , :;f ;'; - m SHE CODE OFFICIAL FR LLJD �. 'air ,, - mew r G THE CORF ECTI CO ,, ip 14 t* - s - �. i t ': s r ' mss % RE IV ' ' . . 14144`‘‘' ' - .1 - . 1/*, / 0 Z -N. � �, OF�ERRORS. OSSC rn 11�� E_ t ..; 5 „ • .1 ,:'...,., s46. \\\ \ \ O a EXIT 291 i 71 - ,,e yy WCO 1!A!1 .- r." -LF-IrL'-' - e:11-' .. mss-- Jy� o., m W::�- IL.-,:t . '$q # «; 3' 1.2%''''4 F ,t _,_„r ,. _..4.,- Af4- .:: :•-•-;--,'il. 4 t.a I a s '^f �.�,>14, . �:.. R ," 1-1" ,: .: � ., . . �� _ ° � ., _ � X177.`:- � ,.°. PROJECT SITEa I Al ." _:- C ;� .. ". < per;:... } Cf") . . . «d, 11411r. { gay.. .` .... ._. , .. ".. i.." 1 7. n 4, s a fir MIR' ♦ ® O 11 '",+11111: ... a 179, . I lit♦♦e 100 r 111 c . , r I i . 1;4 ' , fira „mg LLI irse mit . # :ft r 1 a 691 - m / , 4. 1� �r,xl lel 1�1 . ��;,.. - ! !-31".tf. -: , i' . 11- .... • 'nil" ., ini :0-'4" 11-1' tta ,:: - . .„....i:. �,� � � :�� i - ,. .,... Asa . . . xi .-,.s., _ .. .. ..:.. ; �{.lir ,a ._.. .�'.: , t0�O�,:. . - :__.�::. :_ a «... � :ti , : ?�[ : :� �iN. OT .fin•1 '.;'. 17 : .i r pn Gt1III lia R .: :.- 4, I a .44,_ Iii a A ISPi@t ynsi_ , M''M a � btst4d rfalow A a1 n !s 4. a • o �. J5. 110 r 0Q 7"..---' I' '-- \ . 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AC mow „- i.:r t447. ; >- I� .__ � ' t • ,(/ :' ,° iy- . � _;.. l' - . > � >z minas ; 121 it 1 . _. la. ._ % ��RMlRs • IL == _._\\ � ; , "":'' c \ CITY CSP TIGARD �:.. . ._ ,s " DE COMPLIANCE iffruipsum! \,. ''''/;\ ,/,\V\ w .D FOR C0 fp ,.is. ,.. ...._.. :xr-+, ;: Y' -i *" t.L:.I :IIS i: Z 0) i w 4 � Apgmvcds i viXi < 1,..*; *� !II. .� a � . � � _., � .. > �{ OTCs o s. _es M sr f = 7. LI x„ Ad S 800 pie Cio ,s -r N w„ �' Ifs dr o1� �. ' . ......141/ Date: i m , Y' . Z (1) alo„,1 V1.11 <4, - -.. 4 quitsd -.A.,-i,,--, ,,...._.„---- - 7' of / ' -'-' 4-2 Nit. 0 ..,211-1 - I 411C MI: U s i ,l'''''''' . . y, 2 7-- - v,- CC •91.-•-•i°,71,- ,,..‘„,„..:1 .._,w - a , ,,, 1 t„,,..,, ,177TRE im, Tam bait i I_ ,, - .a , aY`•' S. _ Yprong -99 NI am, _ W CD D - . VICINITY SITEw o o � MAP MAP (---2-) CITY' OF TIGARD `/3 .� SCALE: NTS SCALE: 1"=20' G1 Appr®��d b Planning Date: �� - REVISION • Initials: , 1 . CONSTRUCTION NOTES • GRADING NOTES STORM DRAINAGE NOTES 2 3. 1 . ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST 1 . THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN 1 . EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS 4. REGULATIONS AND CODES AND O.S.H.A. STANDARDS, CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. NEEDED AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT 5. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT AND DEBRIS. 6. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES OFFi OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING �� DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS THE PROPOSED IMPROVEMENTS ON THE PLANS. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLAN SHEET ARE BASED UPON FIELD OBSERVATIONS BY THE ENGINEER REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO AND BOUNDARY SURVEY PREPARED BY WESTLAKE CONSULTANTS INC., 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT 3. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE RETURN IT TO EXISTING CONDITIONS OR BETTER. DATED . THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK PORCHES, SIDEWALKS & RAMPS, PRECISE BUILDING DIMENSIONS AND 3:1 OR FLATTER UNLESS OTHERWISE OTED. 3. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, DATE: 07-03-19 IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR EXACT BUILDING UTILITY ENTRANCE LOCATIONS. MANUFACTURER'S VERIFICATION OF MANNING`S ROUGHNESS COEFFICIENT SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF 4. CONTRACTOR SHALL ASSURE POSITIVE DRAil INAGE AWAY FROM BUILDINGS N=0.012 OR LESS. THE SITEWORK WHICH WOULD BE AFFECTED. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO FOR ALL NATURAL AND PAVED ARIAS. THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED, 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. G 1 3. CAUTION - NOTICE TO CONTRACTOR 5. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE 6. ALL ON-SITE PAINTED STRIPING SHALL BE WHITE, 4" WIDTH, DOUBLE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY 5. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 AND PEAK FLOW RATE OF STORMWATER RUNOFFl FROM PROJECT SITE. ALL NEW INLETS. AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, FOR ADDITIONAL PAVING MARKING REQUIREMENTS), 6. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES 6. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE AND BE CONSTRUCTED TO SAME. CONNECTION AT STRUCTURE IS WATERTIGHT. • , / 12,17 � �' �G I N���• I "" , .� 19277 . ' N''''-'\,* 0 ____ _ 7 if ir rip-, .. .T... 1..---L---1 -, /4-2 a' -..--0--0 A Y15. 1 # f 181.89 LAC w I EXPIRES 12/31/20 I 181.83 JM,a-i- „---"---• . ,- • \\\. 7'\CD, _. N Co ., {{ 'N / \,.------ • \ ' \=----- \ '''.-„ 6 .,/- - ic , _--- - -,0/7„---„_;_----------- \ . 1 , OAC I -NiNti . i t ink } t3 181.11 1 1 j. i IIT Et Ti 0 P 3E ❑ ,,,, in l • 21 3 0 3 w oN \ I 0 ,i.. Z m cv j} • i1 / . � U t Q/0 D (il . --/ ) I/ i ® — N'''''''N-, _ _._ 7 , a ' 6 ----.--4_,I, _r ______ . ' '''-1- f;"1 _i<cn: F co 5 5 O I C 8 IQ4 1 ,i,__\.,_ 4, r . A ✓ .,. s `� T { • CL a ' _,,,/\\ ..., 180.43 .\ \ 1.,. .:7- ' '-- \\ \ \\ \ 0 3,16°- . .. . \'1 - -', 0 N., , ,, ., \ . i i , r \,' E \ ��1yj :';‘,T1'°\,179.16 a,,, G\ ,., _ ,.....„ � . - a ILI 11 •--- ._3.92 • a �w g \\ \ It�1 0 . .. ......_.....,,...... , ii.l. -,-,7_ ,:,,,,,:i ,, l ;� ,, \ , ..., • r,, irz ff \\ , , , , \_.„,--- . , . •„. .,,,, , , , ,, ,_ k\ , , • , , • , , , OD \ \\ \ -,„,„ i. 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C't *,1._, ' ' , • cldwci'' L L I m: '\.,,, \ . \ • :°8 P613 L'AC \ Mr - f \ AC` 178.55 6Q°0 ❑ zq 173. 9 t 10' D 5' 10' 20 ., . \ \ - \ . . >-- _,„ . / 'l 1, _t \ , REVISION ` \ \ \ . 1 SCALE: INCH = 10 FEET 1 . • .,--''''''' . . f_ \ 3. DEMOLITIONC4. PLAN 1 5. SCALE: 1"=10' D1 / 6. DEMOLITION KEYNOTES SAWCUT AND GRIND (OR REMOVE) EXISTING PAVEMENT. PROVIDE CLEAN ® CLEAR AND GRUB VEGETATION IN NEW LANDSCAPE AND NEW SIDEWALK AREAS. ® REMOVE ALL LANDSCAPE MATERIALS SUCH AS BOULDERS, RAILROAD TIES, OR STRUCTURAL EDGE ALONG SAWCUT LINE. TEMPORARY • DATE: 07-03-� 9 0 DRAINS. PROPERLY DISPOSE OF ALL MATERIALS EXCEPT BOULDERS. BOL LDERS TO BE RETURNED TO OWNER FOR RE-USE. OGRIND EXISTING PAVEMENT MARKINGS TO BE REMOVED. O REMOVE EXISTING TREES 9 1 � � RENIOVE EXISTING HANDICAP PARKING SIGNS AND DISPOSE OF PROPERLY, CONTRACTOR TO DEMOLISH EXISTING CONCRETE PITS TO SUFFICIENT DEPTH BELOW O SURROUNDING GRADE TO CONSTRUCT NEW PAVEMENT SECTION AS NOTED ON THE CI REMOVE EXISTING CURB. PROTECT EXISTING CATCH BASIN TO REMAIN. D1 SITE IMPROVEMENTS PLAN. NEW PAVEMENT TO BE FLUSH WITH EXISTING ADJACENT 1 o ASPHALT PAVEMENT GRADES. O SAWCUT EXISTING WALKWAY ALONG EDGE TO PROVIDE CLEAN CONSTRUCTION JOINT. REMOVE WALKWAY. 0 SAWCUT 3' AND REMOVE CURB TO PROVIDE OVERFLOW FOR LANDSCAPING. / I ` r \ • \ ...,,,,, it _ -. f --...,.... , L•3 \ -,‘„, „ , _.,____ ___...„,.. ---z-:---,- 4.1c._1_...._ _.,..- , ) _._ ,,,,, - -A / iir E s w rPgre / \ :;;';'-'71' # ._— N LtLY 15, 1 �' F/4 0. PIEICtu‘ EXPIRES 12/31/20 SAWCUT LINE, TYP. C.) 7 9� © C3T \ -•••, ,,, 1111. TYP • ,,,, (e) ',/ -7"/' . CO . • 7 4 �.• ® o © ® T © © ® T® ®• oo o ®f_i_ w \ , . • Om cc(NN • i ,/ ' C)/Os ,.. 0.„ .___, 6 6 C6) 0 z 1 . v z i cu � 3 0 O co . ilD op(( l' , 1 11it a) ,, \\\ \ ,,,, , ,. tip i. _i_ \ ......'"'.". ... uh- C\irry("Pi CD1.0TT , 0 . \ ,i1 /1- ,;.• . ,. ,,,,,,,,,,:>: ,,,,,,,,___... -,, ---- --------- -„,„‘„,----*---„„„---„, -•„„„,---•, -----•,,..::--------„,-------„.7.-::,,.„,i.-,,„-•-,,,---„,.-----„., „ ,,....„ ,.. --...„. ..„„,,,,,,<„ 1,•••••,.. ,,, ... ., , .. ... „ . ,, , .,. ., ., , .. „ ,, ,,, .. \ \ i, • ,,,,,, \(:):') I kr ,.<e ,r, „ . .....,,,, � ,, iN \ ,- . \\ \\ .... ........ ,. ,: :Eti a -- , O7 :',,, N I; ;11, K., —3.92' - ,,A _... . .\ • ,,,,.__ .,77”- \ / ! ' a , - - -,k \ ,, _„.... , --.- ' ,-- a ,: • , .. , 5i AL ,,, , \• .,. g gy , . I N Z CI_ Fff O \, - I' 0 < I- 3 0.., ,, , . I J p� ;, , 'ate ' ,. [C } 0 I1 I .� I.�w� '' {} CL 17, EL 0 \ --------------- ----,,, \ t.......! 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MINIMUM 0 GRIND AND INLAY 0 WIDTH IS 8.5' 0 NEW ASPHALT CONCRETE PAVEMENT IN ADA SPACES SHALL NOT BE SLOPED ' O CROSSWALK STRIPING, 2-4” WIDE WHITE STRIPES, 6' APART. MORE THAN 2% IN ANY DIRECTION. 0 INSTALL NEW CONCRETE FLUSH WITH NEW PAVEMENT. NEW CONCRETE O STRIPE 14 NEW PARKING SPACE, 18' DEEP X 9' WIDE. ADJACENT TO ADA PARKING SHALL NOT BE SLOPED MORE THAN 2% IN ANY DATE. 07-03-19 DIRECTION. GRID PATTERN 2'X2' ON 8' WIDE SECTION AND 18"X18" ON 5' SECTION. ® i ' INSTALL NEW 5' WIDE SIDEWALK BEHIND EXISTING CURB. SIDEWALK TO HAVE A ; . . . CROSS-SLOPE • OF 1 .5% SLOPED DOWN TO TOP OF CURB. 0 INSTALL NEW CONCRETE WALKWAYS AND CULVERT, SEE DETAIL QI t I L . 1 r O INSTALL NEW CURB RAMP, PER DETAIL 6 gar . NEW GRADING IN LANDSCAPE AREAS C 1 ® PROVIDE AND INSTALL NEW ADA HANDICAP PARKING SIGN AND POST. O INSTALL NEW CURB, PER DETAIL IV 0 SAWCUT AND REMOVE 3' OF EXISTING CURB TO PROVIDE OVERFLOW FROM LANDSCAPE AREAS. ::S. ..• 0 _ - ..... .. ..... . 19277 0 , tiv, ........... .......... . Y15, 1 �� 41 �� 0. PIE��` 0j EXPIRES 12/31/20 f 0 o 7 00 7 0 rib 0 �o �,�o. z o , 1��p 110 �Aoo UJ W O if �.- 5 X X 1111 Z N / T (, vo <1/4. oo °� ��� 0�3 �,�`� roti �o� z o A F\ Ncb X � 4 O � z n 1 z Q ci n w �cc o• . O r2 d D o ® o • • . r fl a , . a , , • • • . a ,.,,,., • • D. , . T- a Om . . :b.t.k �U ti0 ,� �O O� •�q�, tion ^AO SAO �� )(N XN 1 .0 N XI\ )(1\ >< _- O IA �� =� 0 D 179- CV • ° 179 \ X179— 180 w a �- 0 �— —179 O O 3 ,.. . • ai— f 0 �� �� pp gip° 178 --�� �°\- ���° 17a— —1,��,� ,�78 ,� cc 1E O o0 � 0.0 178 - ,s .-....._..... NA(1)) '. 17$ --\ ............. 01 ..,+. ......... 0178 p`�' �` !t - 178- D .j. �,`� G� 1°5. 'SG 4. - Q / �G� , G NCO © -- Q� Q� '� 0 179— -� P P �— 179 • 7 � ,ii,� : / �, © 179- 4 � �..� . _ _ _ _ rv���..;� M..:.:.�._ ...._ _.�..-_ ___.:w.... . _....._. . �... -4. �� _..�� _ � �� -1 ,_.\ ...:. i-1-----7-17-' - ' - ' ' .,-, , )1 .,. ,.-- ,. V- �' � GRADING r© --------7,--:":_:,____ -179, • ' PLAN r ,. i r ;�.... � �_— -- —�^$�1- . NOTE: VIEVVPORTS ARE „- , 3 _- SCALE: 1 --5 C2 z, — �� ��` AT DIFFERENT SCALES � � .:\ ,•,--- Clait -179- ,, - •.,_�. so 0 < - I 1-.1 g p 5' 10' r E \---L I cy 1 \ I -, „:"C.,,,, .,._ -7... .---77"..-„, •-•.,...,2"---,,,,, ,,,, I i _1 . \ 2.5 i ,,,---:,...„--:„ ,..---,,,....,----,,. ,,,,,,,:,„.... ,,,,,,,,,,,,,,,.., ..,_ . • CL :fi-(c,l3 � >. „....... ,, ;' " I <0 SCALE: 1 INCH = 5 FEET L, C111.1. \:, ',\ I i 1D., 1 ':i:' ,E,''-6:':-,... 1 f c° i 1 ! '' . <c4 l CO N c I 600 °CS , •- I 3.92' O '� I Z ro Irtyy�W--- Z -',. 0 ,n• 0 5• ,�• 20• � 1 1 GRADING KEYNOTES m N ' : 1 INCH = 10 FEET 1,1 I VE LINE TO LANDSCAPE 0MATCH EXISTING GRADE WHERE SPOT ELEVATIONS ARE NOT CALLED OUT. < Tn- p a) � SCALE ' � � (© � ... _---- ,� O LOCATE EXIST. DRAIN LINE, INSTALL 12"X12" INLET ABO V < \ / AREA, RIM EL. 178.00. .. o i i ` ; SAWCUT LINE ....._,I i LOCATE EXIST. DRAIN LINE, INSTALL 12X12 INLET ABOVE LINE TO LANDSCAPE c. • u 0 0.3o � HALL NOT EXCEED 2% 1N ADA PARKING SPACES NOR IN WALK AISLE p `r P. , 1, + "`�. ©• AREA, RIM EL. 178.00. 9 GRADE S o I I� .� p. BETWEEN SPACES. AFTER CONSTRUCTION, THE OWNER SHALL CHECK SLOPES, I 1 ,,, ' BOTTOM WIDTH 12". SIDE SLOPES VARY SEE ANY AREAS THAT EXCEED ADA MAXIMUMS SHALL BE REMOVED AND REPLACED REVISION © RE-GRADE LANDSCAPE AREA, MIN. -- `� AT NO ADDkTIONAL COST. -,.. : / ,2c)(19''\ 1 1 , KEYNOTES 4 AND 5. 1 , \\\ w. O '.� 1 GRADE SHALL NOT EXCEED 4.5/o IN ADA WALKWAY. CROSS SLOPE SHALL NOT 3 3 p ° 3:1 SIDE SLOPE 2' . '\\--, ---,...,_ ;, 4m ►� Q 0 EXCEED 2%. AFTER CONSTRUCTION, THE OWNER SHALL CHECK SLOPES, ANY 3. \ ` J 4„. , 2:1 SIDE SLOPE AREAS THAT EXCEED ADA MAXIMUMS SHALL BE REMOVED AND REPLACED AT NO 3 �� I a "` © ADDITIONAL CO 4. ` , `; ; y,�' . SAWCUT 3' OF CURB AND REMOVE FOR OVERFLOW. LANDSCAPE GRADES 5. �^ • I I O _LI _- 'I SHOULD BE AT PAVEMENT GRADE LEVEL. 0 INTSTALL 6" CULVERT UNDER ALL WALKWAYS. SLOPE TO BE FLAT. 6. • tti: N.-- -,... l 11 3 @ 1 , ' 4 DATE: 07-03-19 �r \ \ I I i.N- \ 03 1._. 3.97'--- 1 - I \ O € 36l.... • '''''-`,.,,, \ \ if - i 1 \ ''e \ `,.::.''' . . '''', -'9,44' '''''''-'''",<-----2' -- N -• i.;- : . 1 ,!..!i 1;::31 . ", l I a ,, GRADING — ic ._ \ I - I.1il PLAN r 2 C2 . , � 0 „ ....._._ ,..._ ___. .. - __ .. SCALE: 1"=10' �C2 PLANT KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY DESCRIPTION PLANT KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY DESCRIPTION TREES GROUNDCOVER TRf ^ •z 1C Ut 1'{;rNT al : I " - 50 SPACED 2d" ON CENTER HI LJRIQPE SPICATA CREEPING IDLY TURF I GAL AGER RUBRUM 'OCTOBER GLORY" RED MAPLE 2' I BRIGHT RED FALL COLOR. SAME PARKING LOT TREES .¢ �} I�X USED AT PCC 240-241. L IUIt PACHYSANDRA TERMINALIS 'GREEN CARPET' JAPANESE PACHYSANDRA I GAL. SO SPACED 24" ON CENTER TRUE SCALE: GREAT TREES FOR WET FEET OR DRY CONDITIONS. „.„. 4” �� .� et, ,� RUBUS GALYGfNOIDES 'EMERALD CARPET' TAIWAN CREEPING BERRY 40 SPACED 18" ON CENTER 0 CORNUS FLORIDA FLOWERING DOGWOOD 1.5" 4 TARGETED FOR THE BIO SWALE APPLIGAT€ONS. SMALL HABIT WON'T CONFLICT WITH THE BUILDING, DECORATIVE AND FLOWERING. tl 5( TRACHELOSPERMUM ASIATICUM ASIAN JASMINE 4" 25 SPACED 15" ON CENTER ''r' r r' CUPRESSUS NOOTKATENSIS 'GREEN ARROW' GREEN ARROW CYPRESS 6-1' 6 STRAIGHT AND NARROW UPRIGHT GROWTH. VERTICALII Ar"CENT PLANTS ACCENT. 1I GRADE LANDSCAPE GAREx OBNUPTA SLOUGH SEDGE d 120 SPACED IS" ON CENTER SHRUBS SITE IMPROvEMENTS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 3 GAL 14 MONUMNET SIGN VERTICAL ACCENT - 5EE 2/L2 Y j JUNCUS PATENS 'ELK BLUE' SPREADING RUSH 4" 120 SPACED IS' ON CENTER O CORNUS SERICEA RED TWIG DOGWOOD 3 GAL 21 LARGE UPRIGHT BACKGROUND BLD. ACCENT -- SEE 3/L2 UPRIGHT HABIT WITH PINK FLOWER. GREAT FOR WET OR O (35PIRAEA DOUGLASII ROSE SPIREA 1 GAL 25 CORNUS SERICEA 'KELSEYI' KELSEY'S DWARF RED TWIG DOGWOOD 3 GAL 106 BIO SWALE BORDER APPLICATION - SEE PHOTO DETAIL I/L2 DRY AS A SIO SWALE ACCENT PLANT. Q HEMEROCALLIS "RUBY STELLA' RUBY STELLA DWARF DAYLILY I GAL. 25 SMALL GROWTH HABIT. BRIGHT RED FLOWER. HARDSCAPE O HOSTA 'DAY BREAK' DAY CREAK HOSTA I GAL. 14 FULL SHADE NEON FOLIAGE FOR THE NORTH SIDE BLD. all) BOULDERS NATURAL GRAY BASALT 2-3' DIA. 21 LOCALLY SOURCED - FRACTURED STONE O HYDRANGEA QUERCIFOLIA 'PEE WEE' OAKLEAF HYDRANGEA 3 GAL. I6 SHADE ACCENT TARGETED FOR THE NORTH SIDE BLD. MAHONIA REPENS CREEPING MAHONIA 2 GAL 24 LOW GROWING EVERGREEN WITH A CREEPING HABIT. ., RIP RAP DRAIN OUTLET RETENTION GRAY FRACTURED ANGULAR STONE 3-5" 4 YARDS SET IN PLACE ON GRADE AND "LOCKED IN" TOGETHER O NANDINA DOMESTICA FIREPOWER' DWARF FIREPOWER NANDINA 3 GAL 46 EVERGREEN ACCENT PLANT TARGETED FOR TIGHT SPACE ANGULAR CLEAN CRUSHED ROCK FOR CLEANLINESS if BLD. BAGKSPLASH 314--1" 3 YARDS 24" WIDE BORDER, HAND TAMPED IN PLACE PENNISETUM ALOPEGUROIDES 'LITTLE BUNNY' LITTLE BUNNY DWARF FOUNTAIN GRASS I GAL. 26 LOW GROWING CLUMPING GRASS o RUDBECKIA HIRTA SLACK EYED SUSAN 1 GAL 15 STRONG PERENNIAL PERFORMER. FLOWERS WITH HEAT. O ' SPIRAEA JAPONICA 'GOLD MOUND' GOLD MOUND SPIREA 2 GAL IS NEON FOLIAGE AND PINK FLOWERS IN SPRING/SUMMER 0 WEIGELA FLORIDA 'ELvERA' MIDNIGHT WINE WEIGELA 2 GAL 3 DWF. GROWTH FOR COLOR THAT WON'T BLOCK SIGN - 2/L2 cn )- CD 9 o � N m o\ A s; � � m \ • ��EXISTING= LANDSCAPE TO REMAIN -) 13 O n o di y l Z � Q � � 1 L1_1 rz IL o \ / --MONUMENT SIGN PLANTING \ ` THEME PER PHOTO DETAIL 21L2 l \ DRAIN INLETS 1 OUTLETS PER CIVIL PLANS__ TREE ISLAND PLANTING THEME PER PHOTO DETAIL 5112 IM fln 3 RELOCATE EXISTING . LI 4.44:5A-- -___ �� SPRINKLER HEADS _ NEtUo d . '` ' � U \ ALONG CURB IN- ___ �- r SI©EWgLK EkTENSlO o �� N • WARD To NEW ° O1111,1? I 1 .� SIDEWALK EDGE -- RESTORE TIURF TO o j Y 0'' ,x /- NEW CONCRETL� tUORK COt"IODg1E. ° ) �� � � � 1111 1C DED a G tQ �_. ,:4 1 .� 1Y 1 as NES o con 0 * 000 0 „co 0 �SO - _� I a O" a 1( 1.11 Li..IL I Ll . CJ...L. � t III IIII I ;Iill ....„ rill (--) 11 Hill' ; 1 !f 1 IIU• • 4 +111111 111111 llI I ILII- I IIIILIIIIIIII LIIILLI-IIIII-IIIIIII II I O r►�llll� I ,---- --____ . .._,. �� �� O I,�� I � �, iICS .; t* 1 ock--)c) Um ,---7 , --- C) �1 � o ., 0 0'*''''-'*"--7/0"///////7:///i, o_. O 1 • • • �� O O l i I dill 11, o0, 0 X / f ://„ X • „:„ „..)4.„ ,.....n • .- � o :�.:.:.•:.:.:.:.•,•:�:�' �,rTTirrr, � _ � ��,-rrK�r:r ��r :� "� •�r€risrr�nti7r7�iirrrri� �triii MAI MI Mil �ii rTitiT'(rIiITT1irL �.� _rrrnT"rrrr• �� .� _ _ _ _ • ,. ; v •� � •II •_� {rt t, nr iiF71"t"ii1n�€�� de Pla CI otI 1111 00: 0-a 0 (R00 i/„ //,/, ill 6,.. \ 0,Th ah ;!/7/7/ V. .:•_._.. LL Ui QCOLLI ► Q Z \ ) \ _______-- • W. �^ o ..��r "• .fi 410 Z ooh r • All U- �! EXISTING TURF AREA_._ . / 1 #� o O 0 III u1 U.l �-- AND MATURE TREES yJ Z CalL 0 UILING ,4-1 �l 1i fir 004 / . � III 4,.. 0 u oa f \------ 11.1 oILI� � � CI c0 \. . C) i. ---�-- O 0 ID 's 1 i J. o 1 'o `� I 1 ►:�.� •+..4. ��:_ A.. 00 REVISION \ \ --_____ . •, 4 0Mr 812119 T'so X/;!:.:.!-;,',,•! _ 0 819119 '=?;` o c //' 0 ' ,{ 45 :„::;,';!‘41PA:::-!.:4i,. .7::,,,,':(3):4,_,,,4',.. Ai 1 E. L� w ,;,-•'-!4. N' :r _ `,, A�, , ,•- s� u-., Or DRAWN BY ; 2.4" WIDE ANGULAR CRUSHED---------``- o AAJ „_.--- \'15.4.'0111110, t ' h ROCK BLD, BORDER 4" DEEP �/ t 00 ' ANO EDGING) - SEE 41L2 oo I N C) At DATE: 819119 CONCRETE CURB CUT OUT FOR - CITY SUBMITTAL SET DRAIN OVERFLOW PER CIVIL PLANS \ \ BACKGROUND BUILDING ACCENT PLANTS PER PHOTO DETAIL 31L2 L... 1 LANDSCAPE PLAN ' ''S l0 0 10 20 40 PLANTING PLANS SCALE: 1" = 10' ��° � � � ' � .;