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Tualatin Lake Oswpo Clackamas © GROUP MACl(EN(UE 1999 r• nsc:'• t. a bra l .AU RI ARE RESERVED THEE£ MANANGS ARE T1A PRORE OT TO d' �. ri < VARNS CROUP R REPRODUCE N PERMISSION ' rz; Cly USED oR R wiTHour Rion R[T IN ANY MANNER, �- Nl9sonvlls YI C--- ' ST vARNSS( SITE REVISIONS: T INDEX OF DRAWIN SREVISION EDITION -C FR CVIS 1G DATE Sw T1.0 TITLE SHEET SANDBURGY F C1.0 EXISTING CONDITIONS •"' ~`–�� r :, -ST _ C2.0 SITE PLAN --•r-*�"""'; C3.0 SITE GRADING PLAN C4.0 SITE UTILITY PLAN C5.0 SITE EROSION CONTROL PLAN ' 0 100 SO Fed C7.0 SITE DETAILS k TYPICIAL SECTIONS "•*"'�"iy C8.0 SITE DETAILS & SECTIONS ♦: , a. } r ,' LOCATION MAP IVINI� MAP L1.0 LANDSCAPE PLAN { w w 7 : N.T.S. 4 ---r- L2.0 TREE REMOVAL PLAN SHEET TITLE; TITLE ) SHEET y' �.,� 1 M. l .i,•. ♦ Vie. 1. 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WASHINGTON COUNTY TAX ASSESSOR'S MAP AND I:DITI D CONCRETE CURB `CTURNS TO BE 2.5" RADIUS UNLESS NOTED EXISTING AREA 41.370 SF C� OFFICE 3.9/1�p 23 4.9/1000=202 95 61 Q 17 40 239 25101A. . TAXLUTS 3200, 3300, 3400. Ir 3500. PROPOSED AREA ••87.877 S1 AL OFFICE 2.7/1000=236 3"4/1000.299 134 138 S 7 0 . 284 A. C;WCPM XDEWALK SIZE DETAIL 5/0.0 SUBTOTAL 398 501 229 15d 11 24 60 = 523 .NOTE: PARKING MAXIMUM DOES NOT INCLUDE CAR POOL/FLEET/HANDICAP PARKING COMPREHENSIVE PLAN DESIGNATI � ,4 14111tWfrLK RAMP/HvolcAp AC(XSS RAMP WITH TACTILE SURFACE SEE DETAIL 4/C7.0 **NOTE: TOTAL ON SITE PARKING INCLUDES CAR POOL 1 /F EETJFiANDICAP PARKING ON S. 1010",1TNlC C1.NRR A SIDEWALK SEE DETAIL. 3/C7A MUE, MIXED USE EMPLOYMENT 7. NSTALL b' COKRETE WHEEL. STOP SEE DETAIL KE DETAIL it/D7.0 d. HANDICAP PARKING STALLS AIh!1 VAN ACCESS SEE DETAIN d/C7.p ZONING' DESIGNATION MUE. MIXED USE EMPLOYMENT 9r 40 WHITE PARKING STRIPING 4 n 10. LOADING' ZONE STRIPING j i„. "'� SITE DATA -- - _ -_ Q 11. _ WEST SITE DATA _ EAST SITE DATA TOTAL SITE DATA (WEST AND EAST)PROPO4'EO AC PARKING LAT EXPANSION LANDSCAPE AREA M 30,099 SF (28.blX) LANDSCAPE AREA = 52.097 SF (22.481) LANDSCAPE AREA = 82.,186 SF (24.407) 0 19. RUBBLE RETAIN6'�G WALL. BUILDING COVERAGE _ ''2.504 SF (21.397) BUll.l)INC COVERAGE = 37.027 SF � a (15.9870) BUILDING COVERAGE = 59.531 SF (17.677) I& EXISTING 5# plt C SIDEWALKBUILDING AREA NOT- x,174 SF ( 2.07X) PERVIOUS AREA NOT= 6,097 SF ( 2.6370) PERVIOUS AREA NOT- 8,271 SF ( 2.82X) ti ( IN ALLOWABLE IN ALLOWABLE IN ALLOWABLE . w w 14. PUBLIC SIDEWALK RAMP AT CURB RETURN. SEE PUBLIC IMPROVEMENT PLANS I -NDSCAPE AREA LANDSCAPE AREA LAi10SCAPE AREA dC 1'.I. ',$TRIPiNl1Z SEE PUBLIC IMPROVEMENT PLANS V10US AREA 30.429 SF (47.9370) IMPERVIOUS AREA 136,509 Sf (38.917) IMPERVIOUS AREA 186.938 SF (S5.117) iR. NOT USED MAIMING) W/11.K AND AIDE WALK AND (SIDEWALK AND _ PAVING) --_ • 17. 112:CtINgT4ZUK:T EXISTING DRIVEWAY SEE PUBLIC IMPROVEMENT PLANS TOTAL, AREA105.206 SF (100.001) TOTAL AREA 231.730 SF (100. � - _ 1d. 4 SPACE RIBBON BIKE PACK TOTAL TOTAL. AREA 336.936 SF (100.00!) 19• EXISTING DRIVEWAY TO BE REMOVED. RECONSTRUCT CURB TO MATCH EXISTING SEE PUBLIC IMPROVEMENT PLANS 21& NOT USED 21. STRIPED CROSSWALK. SEE OFF SITE PLANS 22 20'x20' CONCRETE PAD FOR PROPOSED TRASH COMPACTOR AND DUMPSTER. CONTRACTOR TO SUPPLY ELECTRICAL POWER TO COMPACTOR. 2& EXISTING COVERED WALKWAY TO REMAIN ' 0 f 24,, CHEMICAL STORAGE SHED SLAB. SEF' 7/08.0 %BI,OG. BY SEPARATE PERMI';) 4' _�-•_• •„� CFM 2a STORAGE ENCLOSURE (BLDG. BY SEPARATE PERMIT) M _-w-. -._. __._...,.__.__.... ......... _._. Raj kaki •(; ?•d. CONCRETE PAD AT ENTRANCE DRIVEWAY T - - _ , �. 27. T 0 REMAIN. -- -.-...,...•,.------- ._ �uM�x c� -......._ _ twy oo __. S. _ PO F _ ►I. - CONTRACTOR TO CONSTRUCT NEW COMMERCIAL DRIVEWAY. SEE PUBLIC IMPROVEMENT PLANS t'Tti - �� R '- .-' _- -.... . ~_ • 2a b' WIPE CONCRETE PATH 42• 26' 3 -- - _ 1 { - _ 30. DECORATIVE -CLASSIC- 8' BENCH 1� SIM. .- . _...._____._ , . • ~-��- - - _, GTE 31. DECOP.AT!VE ' _ _ r•'p• > , CLASSIC 12 LAMP POST s Inon ll� - tti _ rna 1 - 2'Ir' 3t ' _ 32. EXISTING RAISED TR �t _. 6' 4� - S 87'28'26"E 3 I.IM TRAFFIC OIirIDER SEE OFF SITE PLANS FOR RECONSTRUCTION • ' a2C"so S 87.28'26"E it8"s0 •�`' - _ _..., / 33. S' PUEILIC S10EwAUK _t; ;,s a, -_""��6�s - �� ....��s-- ---- - _ 44s:9i' _.., '� a 1 �' Q PC t 9 �o T --- _ _ .__. . R.O.W. D .34. MINUM1M 340 S.F. TRAM ENCLOSURE • 3.22 •27"So 21'00 z5"so n s iii ) •3 20 TYP _0 36"S� 24 J0. PROPOSED Q. t S 752"Sd0 31 { 20 • f� 12•"F• vi 26"sw • +s3.,t2. •• - ' ALK PUBLIC SIDEWALK 4"S qp• R=25' a"s c QO R 5 'Q • R=30' .n + Project 30 31 4 9. 2a's Mi I I 7C 20.94 • 20".,o J J 34. ADD VAN ACCESSI�E DESIGNATION TO SIGN I •24.50Ju .z >t r 1 a' 20' TYP f 9 •2"So "'n`�'"` A, S� _ � s' 3 „ 13G 1 n Rffi10 !� J 9 ,) M 37 EXISTING LIGHT TO BE RELOCATED. SEE LIGHTING PLAN BY OTHERS A' R=10' TYP 3 c;, 6.87" e r • SO i R;��• Ri5 1� N N 5 -- --- - 511C • 51 g' 1 �." l • 15.S' 26' 15.5'1 6 ' 15 - O 9' 9 L r�YP 9 6.5' g' 9• g• 6. `�, 32.5' 9' g, ��a : 11 g , A ' 36 • I f _ 20 Rm10' I 11 " I I I TY 9 , I • 9" I - 3 v� 'y R 20 8 a -TA fl J6 YP. it PARKING LEGEND - �, ,, r 5 I 4 4s h H ,H ° 7C ... ...�.• . .•. • cH ® v 9 -Q- 9 /8 Nt1MBER OF STANDARD PARKING STALLS IN PARKING BAY J 9 o0 4 1O 1' • 9 r 8 TYP 2F 12 02_12"0 t 3S 3 11.0,E , -., 1 15,5 _ 27.41' 7 36 20"OAK /C NUMBER OF COMPACT PARKING STALLS IN PARKING BAY � 08.0 , •. • LUST R J �, 3.5' o s� • •2' 3 r 16.5 1s.5' 26' �- _ _ _ .. w� • 2a"5E0 `' �.: ,c 08.0 i• 19 _ '''- 15.5 __ 28 , a ,�1f �� • .t r ON NUMBER OF HANDICAP PARKING STALLS IN PARING BAY � S w I :t --•1 15.5' o• e • FL; 'F7„EET PARKING' (1' HIGH WHITE LETTERS) zK • a �• r ,. , f.Y • f�• hl I7 y `enMq,4 /CP 'COIR' POOL~ PARKING (1' HIGH NMITE LETTERS) 1 CP ,f �`' I -TYP. 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Sp A' N 11 w �A� • \ R=20' • " ._.. . a .__ 41n SC • 4 014 C6leNG DATE R=15' la f ,; !'`:.A ,� 0 µ R=20' to"o�15"0 91 90 8,0 100 i r^ 1 t' 1 ,p rtry 26'S �:.� �-�t 48' 9 g, TYP T 1p 010' •1 "0 -- o► , ! ! • 2 t ir)� 1'F'r -20' 9. g "a . ---•A-*--r 2S < a 2 P• .^ lc "7 ^ •24"SO • �8 5 1 RAJ 1 ��' • 1 . 4` 1 !_ X �, 24.35 R=30 2g ._ ,, 0 � � "14"so -�. , M1 I 1 �R-=Z'_5' 70 � l ' 1r R=1 5' ,b� 4� N o 4S R-10` I 2"4a 6S --+-"«--+-- v T •-��/ i +'+ �`' �' 33_83' rd '1 •t2 •t4"0 .. 014"° 9 ^� ^_ �n • SS •1 0 •22"0 • 12. 9' �' , `'}� v _ �► fa R=40' 14S w r u r R 30' .5 ;n a r,,x 14"0 • 14" R=25• TYF R= t�' ', ,, TYP 9 , 165 2A -; • t 5.0 • 0 SHEET TITLE• q R' 9 in J z. 11' TYP R s_5� R 15' I •16"0 • t ;r_: NO I110S N = I SITE R=5 j n - 25.04 , 11 9 6 I R=5' R=30' 31.5' 9' H 9 6' 9' N 1 ;c 11 •1 'o t "p�t2 i PLAN f >w M 31 M Ito ,la'iR•1n r+I'p f� �'y 4" •20_SO -- !tjTj , r►'� 8.5' N 1 a 2..,.'14'0 9 �/ N 1 S �' • ' sc>0 0-30-SQ 29'S(4 s>��s�3o.so •22"0 lip9b �t.�, - 7S LO I RR25s� Y TYP 14; R�5 • UIN FarW N j •, , yHr • yy-' 7S • ,ci ,o in 1 r:. 1 inch n. I R=20' 4o"s 24, 28' �5,5• j ° 1 3.5 2a- 15.5' 2C 24, ry ��ee: •12.0 �a �' < + ze cw L- 'Il aAa•,I�c1r+Goo l„ • 13.25' R=10 "vA j 1 � � � ;r+ -- � 1 � 2C R=25' � - 9C 26' t5.5, 92-t2"0 11 ...__ •' obi oa8 • 036" 5 • 8.5 v 9 `i 9 FL R!+2 w _ A 0 , 1 T • , 0 3S - ,,. • YT�IP STORM PION/ R=5' 20.09' i �' WATER QUALITY 'r t 1 1 a • • _ __1 o'(t- N 8.5' g 6, 5' 9 N 1 9 � .. _ Ir i 6.71' 1 9S GATE: 11/22/99 7.7J '•' 2 � fi 1� 6 O05Y $'- 8- 8-36�' '2 -��•••� _• ..r. a-_sr F I r �,`7 v, v„",, . . _......._...._.__. Y Is�e•AAc4A 1Mp I 1 •� � � �' FL , A Ww.- ...__ -....... O 2018 f . . DRAWN t'M,(,��J, ,.� ' '4+ 111.1• 'I' ... i .-••__. r. _._...._ ..._._...«.. »,,...__ I I • -- •,r- •_ � .• t 4"n f 1. �'.ky_ P ..t ''(3. t - 1 i , ,, -----..ter••• . .. `_• 1 C • 1 r� S 88'36'27"E 506 18' •"' ` `_ -• wS`� CHECKED Y: }k>t i�q,l as}�A1 I � e r � • •_• ra__ 9D.�t9 r„_ " 8 SHEET r• rl,�. 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' :"•.•..,MA•Ir.•4+,_ ..:•-•.. .,`...,•, ,,,- ...,Y ♦.,w+. .w[•' A••- M•11.1•A-V•••+••I_•14 _• /.1_ . .. ,.'�' -"•'w,,,'IF• •YUIWI,V'•`--w.�• .....•... rM•i•• ,.,yN '7 •',* "'1 . ... - s•^•• . wIM_,+ ...._.. -. • ,_ X••.. F..YnM'VI.�Y•M1•'MI• .1..•:M+"ni,v4•.Mf.v.'w.. ..MY1.YIM.,.. v....n......• ...i W YK, jL, is I Y t1 .1y{. 't•• 1 ( ". !�)'. .1 ,In „f'r. , � r'.i1 , .{, •t .. 1 ' f r - `_ J{. >.II! Y •."Aa': Iti .�Y`a r l e Y 1f >tA' 1 / •i t.'. y1 A � ' r �' 1' ,,`. ( >�• �j +�4 r> � .111 '• 4Y r 1♦'yt, $f� r>"'S�,`7'"' 'IG`y' `% �, 4j::;•, '. .. � .. V , •F '! ,�1, �s YY�d1Y , 'w • g I, r ___....._.. EXISTING CONTOUR 1111..✓..—�"""""' PROPOSED CONTOURUm • PROPOiEn SPOT GRADE PRW"I ED RETAINM WALL. OFH GMDING NOTES o ' y! •f ,t`,^h��} 'A�,�'Y 1� nil i. • a` Yd„ n r x1� f Ilk z. . rl pN'VII' - - - S.W. HAMPTON ST 1. - ®MING ALL FINISH GRADIS TO APPROXIMATE LEVELS GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES TQ'K. THE SAME AS ADJACENT SIDEWALKS, CURBS. OR THE OBVIOUS _ ...... ,r,"Xl, y .. _ ___._,d"�� _. ...___ . ,._. ,.. I x,,a' 22 OFADJACENT STRUCTURE" GRADE TO UNIFORM LEVELS OR SLOPES ! 4 POINTS M3iEdE GRADES ARE 1 ' -' _:':-._•_. . : ...r _____.._. ._ _.. . ..-._ ......._ - _�__----;' ....___..a. _...__. ... ._....,_.. _._ ..__ r'{* � GIVEN. ROUND OFF SURFACES. AVOID PT AN _.... ._.._._...._ _,_._ ._, ..._. ABRU CH GES IN LEVELS. ROUGH T OW FOR DEPTH OF - z� -- GRADE 0 ALL DEP . CONCRETE SLAB' W AND THEIR BASE COURSES. GRADE FOR PAVED 5 .-- •- - -- ____. . _ t i'. 26"SO •18 SO •L , ...1 �.. -+ DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN ;: � ........... - ANG PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS ; �„J� a, — vfs`s •" � �_ 1 i '. OF SURFACING MATERIAL I s �° • ? r ' 36"0 3s-Scy -- -- -- u.n -_--.. ... ",...�-, --"• ...' r------- - EWISH 9&A= AT COMPLETION Of JOB AND AFTER BACKFlWNG 9Y z43- ° ,n>: 1 • 25"sQ • 28-SQ• """"'•'3" •- -�••r•'•�.... ; �.. 1� •.7"SQ 21- • , �, I �"F• 26-500 ) Project OTHER CRAFTS AS BEEN COMPLETED. REFILL AND COMPACT AREAS WHICH 27 Sd• i 8"S HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. ? 1 i^- • � " Q• H --� �y 24"SO i r z ;ry 020"SO 28"SO• >v t, TOLERANCM- a GRADE AT PAVED OR LANDSCAPED AREAS: *0.1 FT. 3.2"SO " O iE BL4 DM FINISH GRADE PRIOR TO PLACING FINAL SURFACInG: *0.03 FT. f • Sq `; s j ';a �; ! • ��� `'+g �"s \-'.r� yG�EXCAVATE FOR PAVING. AND OTHER IMPROVEMENTS ; 1 42"SQ TO LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND I• ': f I / 1 FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. J• �' � ' I EXCAVAT S MAST COMPLY WITH O.R.S. 757.3'41 THROUGH 757.571; EXCAVATOR S SH NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS r ; j �e"sQ �Q �Q � `� - "� /F 7Z FIOiJRSM ►1rtUM PRIOR TO START OF WORK. DAMAGETO UTILITIES SHALL RIE CORREC' @ ATINE CONTRACTORS EXPENSE. U.S.A. SAN. Ac STORM) 1 _'1?41.22 Cry LOCATE AT 381-704,k / I ,!• a -a— 1 2 •r r i j I -v- -12"AS •, 02-12 3y EFFECTIVE RROSiQM CONTROL 1S REQUIRED. EROSION CONTROL DEVICES MUST �� Q" • ' iyi , CIS �� 247 a CE INSTALLED AND MAINTAINED MEETING CITY OF TIGARD AND THE D.E.Q. � 'I �✓ i , ��;i s •• '12; ; REQUIREMENTS. THE CITY MAY. r 25 0 • 1 aJ:J; to � u'::: AT ANY TIME. ORDER CORRECTIVE ACTION AND � � • • '•' � I i � �/ `/2ae - ¢�LUfiTE STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL -•� 4. EFFECTIVE DRAINAGE 'CONTROL IS REQUIRED. C/RAINAGE SHALL BE CONTROLLED _ j � ' 00 r25 "s I. FI • ; ; v, 25 S i. v v • WITHIN THE WORK SITE AND SHALL BE SO ROUTED T14AT ADJACENT PRIVATE + PROPERTY, PUSUC PROPERTY AND THE RECEIVING SYSTEM ARE NOT ADVERSELY r z4 eQ ry„> i / N t ; IMPACTED CITY MAY A ANY TIME, ORDER CORRECTIVE ACTION AND I • N 28 00 EFFECTIVE :. 1 y I / 1 1` I • - •14.0 STOPPIAQE� VK>RM CTIVE DRAINAGE CONTROL N :,\. ,: �° .ze"sEQ '• u 51 NAM" '.l14K Of 2X IN HANDICAP PARKING STALLS AND LOADING AREAS. f.F ELEV. ti . N c ' 1 "ASH !o- . h� 1 S. 6E A MAXIMUM OF 6- IN HEIGHY AND A SLOPE LESS ! t. r =246.i Of �- • s 4 , 1 TMANI Tp, a cPBQPQSED BUILDING 124"SO 924"SQ 21 14"00 > �, • '^ y I • .q ♦� N 2X 'a( ' ' N 2 SO • yi t • / Al 3 I N y O 020"SQ •26"SQ J-20'0 • ,�. III •b Q 026 0 • " ; I 1 ••• 924-SQ ro • i 0. j 1 f 0 •24"SQ cr • t I + • , 6 ' 0• 4o CONTRACTOR TO •24"SQ "o � z " zn"o •REPACE EXISTING 16"sQSIWALK • -12 0 • o r f1• ♦�'�IlI7N P1 S •v• ...' 6" e 1 2 10 D 24.. D n CH }8 Jt iO • 1 1��� i r: ry v is rye. •'L' ,Mo Ao K� '� Yl: • I ro, b r,• + D140 ` . 1 I • � . ! ,, t \ •ti. . " �I� ems',•:r i�. ;a f� 1 r •ie �. RES: 12/31/011 18,0 27"S Y�i •e • Q 5/ GROUP YACKENZIE 19D9 O. • ALL RIGHTS RESERYIED .14"Sq• j tr, ; R~� _12"p •33"54 S� 36 Q S' THESE I FA DRAWINGS ARE THE PROPERTY OF k: & •: j . ' ��� ay < ry • --- • • GROUP 0l1COUP MACKENZIF AND ARE NOT TO BE I 3A`� • , !4 0 ''" USED OR REPRoEP IN ANY MANNER, • ZX a i WITHOUT PRIOR WRITTEN PERMISSION •µ , N I 1'i� .. , f I � t it 1 f , 1 ♦2 ryb za•so As�,9 - --- .> REVISIONS: : ?' • �' ! chk i�'11L�; �, � 1 • , r'.' ;J,�� ♦,a Rim •> r 14 �, CHAIN w 1 , n Icy '"' 1 ( t -. •t8"SQ �' 249 • 0 .14D 0 REVISION EDITION Ori r' r.: 12"P 12"I; , 014 y CLOSING DAYS .i a i'a .n(1NA I 30"S 18"SO • ' LS �yftn4;a��a d r v I �:� • •38" 1 • 248 14"0" 5'08. ' N°'v''• O .i I 1\2"P• \ •24"SQ • •l4'SO .248 + � > --•--�--w— al 1t �+ttir:' ' �¢ 'n f a¢r._ ,.{1I°'`�Y 13,`,�'44.•y:. +( . l �i23�•DO CR \ 1R� •d 'rIr 6� •t2"0 • ttt•"1o• •. •7ro0 14.• r t •• LS 1 EET. TITLE:t4"o' "��. Z 015"0pSITE - 1 GRADING e Ms �x I � i t �A s • z ; , PLAN 40 •20"50 r. N \ l 216` 1 8 i�f i. 'Wyld S,�'',t..�r ' •,ti�. I , o .. Q r _oza so 1 1 i .L. ,• � _ •12'030 ` • SOO ;0"C . '1• ? I I e. _ -241 242 2 O O y 1 1 1 N 028 CW �\ + 1 .;y 239 210 2 O, 1, a r npty • t fin.` RIM-237,.50 i ( ? � �' r 1 I r —238 \ • , rr'r '1,? '� 4 ?, y` j }, "4�l�r. .°w•��Rrn , ) J� �' HkUSH �: 237 � t44 -2.3,9, • I fir; ' �'' 3 ►� t, 1 `�• WATER QUALITY/Dr-IF-14110N r r y. • ?.1 FACILITY �� • r• 4 .. ' s"4' ,� r,..n. re4tr l .j,Cr,..U.tr. y �+y< i.,tar:. f (, _s`� 9 _ -� i I 1 I ,a 1 F� C _ --237 6/O 700DATE 4j244 4"� DRAWN BY 2 / 1 g z4 ',f^, .. .. ' , . ........ ... . ..a - 243 UT ,,, 1 �jl .Ier,'t'`\r n•i,5 1:'+l '[{Ina ''M ',. '� 1 0 1 �... .... r...� •. � `1 Jr f ' —.____,_ y' ^i. :j.. """r'1 ' ii', i r"1°'F Y• 1 y •'"+4 {'.1 Y�1�4!1r0$t I ,; 1 r ' ', I I .'S I 1 rif3 17 - ' •• `.' ', SHr' ' +^"y tL, '.t ta�,'��I w,14 t;, �I�kt,,1 „ i, i>z - 11 ` ! • ' 171M /4t)4'S . *r. S ..'k•F'� .'�rIL- .....!$' .3. �' R� a .9¢-x,1 -n; kt'�ljY{57;". ! N ' BLDG C3 * 0 t y + l hwA 9D K F _ 4 .. .}} ''2y't'J[7 C /�.l .k •Ix< v y. E" t.5 •�' O d '%LFSI! ,,kkk „In•M,n ,Jo9 990 29 AdkdbP 10 12 14 { e i * :: + t1!< d !1111 innll�l�IIrIInIallaI,lllnlll - ALIudonhnl�hil�I�il11�IIHII�i�uul1l �Iudli��null �uobIlxl�i�IUlliRi�Iin6�i�ualuil�0udil��nu61an1uuhl�l�i � f14.' ' � � '� ,tk -" ..'V.••yl�lenvt+.....•.rrw^—........:•.rw,>•" to r .. _- - , _. 1 1 r 1 • , ..wlr.+a..r.....+n.re+.r•'.•.n.,...r.wr... .rr.a.+.ter•....+r..+►, ...•.wr+.._.+s.- ..._.r'r-.+a ruw.n...+_.r: .....rwr.wl .r+ra-.r.•.rir.:y __m.;....r.r.-w...rw.,... y Yi.n�il�•'!... +•np'w1�; b�lr.6_.-rw-x' ..;a rwwv'.. .•... .. ..rMlp .r•'v 1 , ."w.bMUlll..well/M.Y►MI�1.+ 11,.. • 3•{,' p,. r. . l• r ' ' y MAY RE UK$ am Ica Q ''`� � � � <. ? • 1 xT A , Y/ UTILITY 111m AMO vv C� NOTES :i(•,+•flil.l� E CONTRM V`OUENC ' "� r PWISAR• DI ilE1IEL LTNEAYI .� ,_____�_ ' II . SASiCh CONTROL NATES +P d►�, 'u, t Y ` ' �• •" 1. 1Flt>t SEDIMENTATION MX PLAN M M! +'7 •' ,'shY''�, K'i°`. '�, il:,i * .,` 'ra '..LF�•� •'A ,t. V, '�� e � }w.a-. .� ' 1, i!� *`' t �1 ''�, i �` :� � b -+�`x "':.. + .�,-. z �� t •„ �..........__..._.._.. ,�f1LB! � RI�1 CONT TOiDf61) YO iE UTH1� AS A GUIDE TO CONTROL TN! OF LOOSE SOILS PROM THE PROPERTY THAT CAN CAUSE WATER UE it011DW IS SEQUENCING FOR PROACT COM MICTWa F THE CONTRACTOR Fil!DS CAUSE TO �aa 1 AL STATEMENT: ALL EROSION PREVENTION AND SEDIMENT CONTROi MEASURES SHALL CONFORM TO THE QUALITY AID NIRUrf�' S OUTSIDE ( ' TILE C1t>f151T1KICTION ANSA AM FRIOM THINS SEdIJOKING, THEN TNF '.ONTRACTOR SHALL PRO49 TO THE pNo�I1���, MR Rl"V W ON PREVENTION AND'QUENCDIG PLAN PRIOR TO KOM 04 CONS MVI. t EROSi P � p ' AiPtwvAl. AN ERos+�aa CONTROL i'. TRIh: GENERAL �. SEDIMENT CCNIROL PLANS TECHNICAL GUIDANCE s r•� t y,, 1p 4. 1. HE CONTRACTOR SHALL, IIECOIIIE FAMILIAR WITH, ANO CONFORM TO. THE -w4mmGTON COWTY , Ing EROSION CONTROL. ORIDWANCE"`. I. BEFORE ANY 0ONSTRUCTION ACTMTY COMNENCE'$� iNE CONTRACTOR SHALL BWALL THE EftmoN CONTRO. '.'1TER FABRIC FENCES. 11VOMION FENCES AND ALL PERIMETER DkISION CONTROL DEVICES. x. ' ? k APPROVAL OF THIS EROSION IMENTATION CONTROL (ESC) PLAN DMS NOT CONSTITUTE ���� < " Iti s - p ( t CONTRACTOR SHALT. CONSTRUCT ROCK ENTRANCEWAY AND WAMMMN/LAM" AREA. 1. TERMiNE CONSTRUCT! k TIMING ANDr-MOR CE. i,a, ,' 't• AN APPROVAL OF PERNANLNT *DAD OR DRAiIi M DEWON (to. SITE AND LOCATION I�E a� • OF ROADS. PIPES, RESTRICTORS. CHANILS, RETENTION FACILITIES. UTIUT�.f. ETC} STA6l.1°,,ti PRIMARY SITE ACCE5.�r POINCONcTRUCTION TRAFFIC (GRAVEL CONSTRUCTION ENTRANCE). 3. CONSTRUCTION SHALL WAN AT THE L.OINEST POINT. ERMON CONTROL DEV{ ARE TO OIE IDENTIFY BASE MEASURE PROTECTION I01NG SEDIMENT BARRIERS A7 TOE OF 121STURBED AREAS AND 1 TILE IMPLEMENTATION OF THESE ESC PLANS A11D CONSTRUCTION, MAWTEIIANCE. CONSTRUCTED AT THE DESIGNATED -LAWN POINT' PRIOR TO ANY SOLI DLSTLJRBANOE WITHW THE SiTE STABILIZED CONSTRUCTION EPITRANCL`5 (USE ERAs'�ON CONTROL MATRIX FROM CINtRENT HANU800K). REPLACEMENT, AND UPGRADING U THESE ESC FACILITIES IS THE RESPONSIBILITY OF 4. ESTABLISH MAINTENANCE PROCEDURES FOR EROSION CONTROL MEASI.RES CONTRACTOR TO INSPECT BASE . CATCH + T t� _ CONTRACTOR UNTIL ALL CONSTRUCTION IS COIIPIETFD AND APPROVED AilE1 yEGRTAT1Ok! i. THE MATriR1AL GENERATED FROM THE 9UiORADE EiOCAVAT1pN OF THE ROAD AREAS WHICH ARE TO ( .A 1 �,,f l BASIN LANDSCAPING 15 ESTABLISHED. is vae0 TO RAISE THE LOTS SHALL iE PLACED ON LOT AREA'S AT THE TME OF EY,CAVATION AND MEASURES F01.LOWiNG STORM EVENTS). AREA DRAIN— 5- THE BOUNDARIE3 OF THE CUEARM LIM11S SHOWN ON THIS PLAN SHAD- BE CLEARLY NOT STOCKPILED. ALL DISTURBED WITH SO E SURFACE AREAS OUTSIDE OF THE ROADWAYS SHALL PE STAYWZED IN A:X:OROAIi(O~ WITH NOTE /7 L.F EROSION CONTROL NOTES �A..d�'� jRihC GONSTItIW°TION: nAOG0UED IN THE f IELD PRIOR TO CONSTRUCTION "No THE CONSTRUE BION PERIOD. NO NTS OISiURNANCE BEYOND FLAGGED CLEARING LIMN/t SHALL BE PERMITTED. THE FLAGGING S. ATTER INE CONSTRUCTION OF THE STORM WATER ORAINAaE SYSMK PIP04 MID DWS. THE 1. CCI NTINUE TO IDENTIFY THE NEED FOR ADDITIONAL SITE BASE i-'IEASURES AS CLEARING AND OTHER SHALL BE MA114TANNM BY THE C04TRACTOR FOR THE DURATION OF CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO L;RECT THE CLEAN WATER DWICHARGE FROM M TRAPS TO DISTURBANCES QCCUR. INCLUDING STOCKPILE PROTECTION AND SEDIMENT CONTROL ALONG SLOPE CONTOURS. ,r �t TiE STREET STORM WATER INLETS, INLETS AW TO BE PROTECTED ATM STRAW @ALE *"-T 2. ESTABLISH AND SCHEDULE WET WEATHER MEASURES, INCLUDING GROUND COVER OVER EXPOSED SAILS. to •. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN t)ON,�p1CTD{)N�1MjI�TH ALL !R•T BMRIERf MiQ GiECTEXTR.E JILT FABRIC. (WET WEATHER MCAS�JRES NOVEMBER IST THRUJCH APRIL 30TCLLARING AND H). 1►�' �..` . ST�ANDARDTSER DO NOTADING �ENT VITIEk AfAQwA1NAG�E 5�1r51EM OAR VIOLATAS E INSURE Ur'ALimLE WAlhJ1MENT AT THE END OF THE PRO�CT AFTER Al DISTURBED SOL AREAS RELATED TO THE CONSTRUCTION NOTE: ALL SEEDING APPUCA71CNS SHALL BE COMPUTED PIR TO SEPTEMBFR 1ST. XV�. O Pip �,�, ;.. OF TiE ROADWAY AND ALL PUBLIC UTILITIES HAKE LRD! ST/OIL.RED. THE CONTRACTOR ft 1,JOVE J. MAINTENANCE PROCEDURES SHALL BIE THE SAME AS BASE MEASURES. A ALL SEDMIDIT SXT AND EROSION CONTROL DEVICES FROM i'11E JOM S M ALL THOSE FA ATED A7 \AOA A FLOW 7. THE ESC FACILITIES SHAIMN ON THIS PLAW ARE THE MINGIUM REQUIREMENTS FOR ANTICIPATESO K POST-CONSTRUCTION 11EASURFSsin CONDITIONS. DURING THE CONSTRUCTION PERIOD THESE ESC FACT ITilES SHALL 9EOOIIDITIONS AS MDIC/► THE ORADMID PLAN � TF1[ PROPOSED OR PREOEVELd1ENT -- � �9 UPGRADEDATEROAS NEEDED FOR UNEXPECTED STORM Ea£NT� AND To WSIktE THAT SEDIMENT--LASEAI 1. PRIOR TO FINAL ACCEPTANCE OF A PROJECT ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES $ FLOW - �- WATER DOES NOT LEAVE THE SITE. SHALL 8E INSTALLED AND FUNCTIONAL. � O N 0, THE ESC FACILITIES SHALL IdE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS ` J I> L I ;x NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. .,� Nh ' i1. TFI�_ESC FACILITIES ON INACTIVE SITES SMALL INSPECTED AND MAINTAINED A MINIMUM OF Y TO 4' . _ .: ONG1E ` A MONTH OR WITHIN THE 48 HOURS F A STORM EVENT. t - QUARRY SPALLS �` 10. AT NO TiME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A p�lOVll)E MIN. IV LONG BY PLAN SECTION A—A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SNAIL BE d.EANEI+ PRIOR T PAVING. TIE "MING OPERATION SHALL NOT FLUSH SUAMENT LADS► WATpt INTO THE 6 t>� SEDIMENT TRAP � �o`N�E�/E WIDTH AREA DITCH INLET oSwNSTREAM SYS M. AS T 4 NTS '—' ti. AND Y MITAINED FOR THE DURATICONSTRUCTION �ONYOF THE SHALL CT. ADDITiONAI MEASURES, MAY REQUR 1 2 ITER EACH INLET PROTECTION o • t-c►+rRn / N.T.S t-NaAc w 0 ,s xo so In L U.S.A. HANDBOOK DiETAL DRAWING 3-7J '`' IN ' '+J.a ,w it.l t .„a rAa i I inch s IL i FIELD LOCATE AND CONSTRUCT "tell, O� CONSTRUCTION ENTRANCE AS tt ,', R. `' `�. NEEDED PRIOR TO ENTRANCE OF ,' - r.y � _t __-._.._. ._._ ....... . ..._____ ___..._._... ..._--. .. ,__..._ ........____.._..... . ENTRTING ANCE PUBLIC ROAD ING LOT AND iOR rrt : ,, . _. _.__.... .. _.__..._.._..__.._. ..., __. TO EVER n �� -a' -------•� _ ' _ SEE DETAIL 1/C5.0 HA .. T OR WY S.W. } _HAMPTON . . ._ - , _ ®N' ,.. _._.._..,...._..,......,..._«. '..?'!!!.y,.r L"��..`...-..^-•_.dry=.. .. _... -- «,.~=.N,' _ $d (MOOD POST AT �4' O/C , 1 .R 11. • 17 STANDARD OR BETTER ` ' -�' - - _ .,•_ _ 27 EQUAL ALTERNATi : ✓_ �1 _. _ __�...�.__. _ ....._ .. r•�—......_ STS. V FENC; POSTS. PI.ACIT. .... _.._._. :- POSTS AT 8 O/C M t ---�� 243 _4F7 / - 18•SQ 1°� + j �..•• ._. ... ..• -. - a r,.' f �11 • �•• FIIyTER FABRIC FENCE ( .r •+, i i ?AS • Jo WIDE ROLLS it I 243 `Fj.' •� •25"SO r� , i r 1 0J6"0 28"S •Si't• ..•�.�,�� tie `-•" `�" _J\ I ____.-� _ 21-% 27� Cie S "FO I .b/^`+•`.'.- _. •24"SO • �:; 820 SQ 28"Sr• , ,.`: 11 SQ, ,.Soo �"'• .::q,;;,;` � Projflct HT1 T >i.%' NAMMIN OFF= SULDW so 9 � I r jl4�-SQ �s? �T � (, j � .• .. ,. 'i'1 � ,j'. i r f , NATIVE BAWILL �t 101 BURY BOTTOM OF- 40 ` I 1 t t p ' ,, �11•so FILTfR �IATERLAL MIN. I C:a241,22 CB '� IN 4 x6 TRENCH. 1 + I p` '`' p r tJ� ` 1\ i I i t� •-e- -12`AS 0��• - 02-12 TCS!! F � w a J\�� j 25 :247 91[ 1 t�r1R'UV r��E:1�I� °• 1 ► I 1 1 E�►iNC[ ! a ! s / T :�. IBIOFILTER BAGS AT ALL "OAK I 25 s `r A v iI PROPOSED AND EXISTING USTE S^ 1 t' "' CATCH BASINS AND INLETS • 24'SEO - I N SEE DETAIL 2/C5.0 (TYP) 28 •2A-gQ F.F. ELEV. •,4• y. �� cZ• <,, , :�, r; • i =246.10± F.F. ELEV.=252.1 Ot 24" � 20"Co 04 A Q 14"O , I s t\ N F.F. ELEV.=243.50 '®I < J' , N so 4- N I \ • A i I N ^1 O • *26*SO 3'20-0$ 620 • • cry SQ 628 Q •._... ' 1 i •0• • 024 $O •i8'O, l . ___. "' TER FABRIC OVER C.B. f • t' T Q. .24'sa , 1 GRAVEL FILTER !' Aa I � � 4= • a� 21"O f; .S3O -i /�?s? o 20"00 o ! zo-so; -12oa '' i • ' a \ • I V1 � X1911! e • • • 16" MIN. 1 f', j sl I I i �e ;i �, i ' '' r ' w #0 • ,a� 4 � 4 << 10240.08 C8 mtl I ( ' �t ti c 'N "S0 •. �� '•� 1 1 1• I � '_ , 1 •1 � I WI :: .; / �� ti� ti' •O - .;:t • � .., ORSdI►A S lif��i I-._ -. � :� j � �,� � . . ; m; �^� ,. 12 � ••" •#r __ • ;� »' '� "oma 'Ctl, is �� b � ! • BIOFILTER FtAGS AT ALL yt I i 7 I ^' PROPOSED AND EXISTING •l9 Oe-O I CATCH BASIN '� r' 3h � • ' -1255 �XPIRI:S: 12 31 Ot w�'•=.• � ' � to CATCH BASINS AND INLETS 'i I. N f• •�'i `' � ;t . 1 ' SEE DETAIL 2 C5.0 (TYP ' t. f �� 4 N $ , • `? ^' 8.0 ALTERNATIVELY INSTALL ) ° ' r� ) 2•s v' sl 4, FILTER INSERTS IN CBS I ( + ' '•�. 1 •1s'o I GROUP MACKENZIE 1999 &” '1 •. a SQ• 0� •33'•S¢I ALL RIGHTS K%RVED SE DRAWINGS ARE THF tY a 3q"�� N • �3S • f GROUP MACKENZIE AND ARE NOT TO @E i NIUE.. N • ® + I ' CONTRA�:TOR SHALL REGI°..ATtLY INSP'�::,T __� ! I � USED OR REPRODUCED IN ANY MANNER, [ I ! 4"F J �,- - ----- + WITHOUT PRiOR MFttTTEN PERMISSION FABRIC DARRI'R /'. ! CLEAN OR REPLACE 4 / ! AS Y N0 MAINTAIN EFFECTIVENESS. gp INS CONSTRU -- , ;; �; r, l 24, ��' 14 `\� w4Rfi0 1 d.1r9 -w- 4- t 1 TR CE PER �ETAtL 'i ;x / , ::,�t,,, :�, -7- CATCH ""'�- ttEVIS[ONS 4 CATCH � .NT 8A►RF�R � 1/C5�r, � ; t :, 018.5 012.0 1z ��„�, I A . I \ Q' 2a So REVrsIaN N�ITraa \\\ p 12"P 2••p •t4 CLOSTHO OA1[ • \ - 1 • # 248 1 PROVIDE CATCH BASiN SEDIMENT BARRIER AS NEED NEW INLETS t LOCATED IN LOW ARES AND --y--+--�— I ��,� � i •.y 1 �+r � AWAY FROM CONSTRU�ON TRAFFIC r, i SEE DETAIL 4/C5.0 (TYP .112"2-P • - — ''9��' 1 • � 24"so ig s \� -INSTALL CONSTRUCTION � r ¢ y ^ + ` , i «. ± r i A,y NA Q 4"sa ENTRANCE PER DETAIL - i F /C5.0 ` t �.. [723!?.rr�+ ro \ r , ; ,� 6 •; 12"0 �' '� ? o —^_`` `\ • 8 t 02'x"0 •14"0 �� �\ 1+ , i r' ; t. . \� ?g ?g V 24 •T4"o •14-o SHEET TITLE: 11` OVERLAP- NOTE: I ?g� I :r �- �� G ?q ,� Nl•t 5"0 SITE. TYPICAL PT A' MUST BE 8 I t �o� I •� ` •19 0 J I L. •-T ;��, MIN. hIGHFR THAN 1 �. j 1 - ? l M '" ' ` PT. 'B' t 1 i I I •, ; �\ ?g 4� INSTALL STRAW B,�LES �g g ERASION f •,� *• ' lap i �TLOCONTA RUNOFF • Pt. NM' ..' '"�-240 0 • 1 N \\��zgs ?4 SE DETAIL 5/CS.Q'` CONTROL I r• •2o"s . , T$R oi 30"SQA j f« Py •14"S ! 1124 er \ 8 , •. ••. ; �; s,?41'sp'ss•S� r�30"Sq • .O i •i , .. g? • \ + LAN . _ 12'O . . M1�11 Iq -•+ . •. �. • • 111 li1=111- 111 III'` %, •2t1 W 1 +..' 24" _._ 1 —242 •2-1 ,,t i ti:, ; Jg ? j i''• i ,W,I 239 ---__ V • I , i! %.a_a I ? �- .Jg _ `� I �`• r I __,_ —238 � • I .. �H I=I l i• _ I J N 244• i I11� 1 != 111 111- W - STRAW BALES 9� c'1v j i i / ZgZ �"�? �' ` f 2Ae DATE: 11/22/" 1" x 2" WOOD _ _ - 4 2a� :r, + 2JA, e , I • (NAVIN BY: A ' "cW • APPROVES .. •�.. �-�-.��_— 4 i•'1 StAK65 OR I I I i •• .. -• ..."�,�,��... - AL j G NECKED BY: • ... • I EQUAL PER BALE I 1 _ __._.-_ 1 , ••'-- -• !, Q t ii OI I>; 1 H � rea � � I I iNSTALI FILTER FABRIC; tM NT - I t i • � n .. ••- I SID E 2a, a ," MEET NCE ALONG PR TY BOUNDARY `;. ' it "5' aL SEE DETAIL 3/Cy(TYP) INSTALL FiL^EF< FABRIC SEDIMENT { FENCE A_ONv PROP TY BOUNDARY I ' SEE DET41. / .0 Y' ) -ewc *mss � 3 CS T � ,t, r i C5oO JOB NO. 990295 y M,rti. pig W ..".-,..«..., ....w..,."-..... � EIT1000�004d 4d Q owl , ,, •. r - ,• ;,.. d ..r, .mss.,;,,, "'�-"-"`M•`,"T''� / �y'-' _-. _. , .: pg.,ir+, tl , Ili iil��� Ihl+li��iJlliIiIIJ1111111111�I,�llllll lllllllllilll�lEl'�ill VIII ' , ,"��� �' `. •- 1�,,, � ilillllll�l :�l � IIIIIINIIIIIIIIIItIII i ( i I I •. .,, VIII. Illllll�illllll il�illliillllll Illilflflllllll III(III�IIIIIII IIIIIII(IIIIII! 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'{ Y. -r., ,r.� l-:.J�..S. . . 7 t : c ,• :'Y - ... M -'S .. ..y.. y.r A .- ,. ,. , .. ,'� .:, '9 ,;3 R ll+�` CURB RAMP •,'gyp J. a. V. ct t ,• . . , rf f' DETAIL 119/C7.0 t .., „„ }� ' Irk f• c ., r1 r . a ,� l i•,. , t. . .. N R. . ., _ :5., .,. _ , ,,..'. - ..., 1p' ,, ,. v . . .., 9,. r. .,(. :.t :. e.,r' I'.' r •- �, '� '.(. 'v, .4..r:.. . r � .r ,<. .. ..,., ., ,. ., . ,a .. .,. ,. ,.�• ,x• '� ;� a CA N ACE � . i � , , �. 5,. _ •, ., f ,, , ,r.t, , .+� ,. LL .. .� „'•. ^. ,fir : . .„ ti •�; ,: , I PL .;: i i 9a. Q,1„ n.,�Y+ ,.. nF'� : .. > 'a - - sl... ,,."rza u , r S`•" I�It , T' r t f r r'l.. r. r x M. {yam `i. '..�•:.'" r. ,. •,, ,, `'�. CURB BEYOND 99 'R ,3. Y y '. a :C,T• .. ,. .,. .,., �. ,.5,,.,r .. .• t .. ..., .: '+ ':. d, d .i .'� .. - __ �.�__ % b• 1 .,t„t ,, a. '�' w7{+.�.. i L 1'1 ,( *o•.2 •. •! FIN. GRADE M R • 1,11 91'h a (( ��. , r. f, 4�r>•fF. '�. F y.,r,y• �1. .. ,.• rrr , t... 'I'r 't' � .i.: ,EP'I'r -�.,,L,r- •• Y,, N»�Y .r 7 C' �.'4���' e 7 rt.• t.>. ,'s r+'. fy� t .`�^ r,yy"R,!-i .t. • ,I' '�, ?,.! ,'1 �_*�i e -' ` �.,,r k• 1 I r ,, �T+P *, a+�:,t '• . . • i M ---TAPER CURB SLOPED CONCRETE RAMP -PAVING DISABLED SIGNAGE PER STATE NT ASPHALT AND Y t �i11MMPSECTON SEE SLOPE TOP OF DETAIL S C7.05 EDGE CURBr_4 * N.T.S. Rmr-s[c CONCRETE TO °cTw •rn, OF SIDEWALK TO BE FLUSH WITH PAVING r $ Q AT 2-It OC TYP. 4 1MJIT STRIPE • . tl t _-�� VARIES -- SERE SITE PLAN � r 2 F' 6• TOOLED JOINT --CONCRETE WALK - 30• TYP. TAPER CURES AT SIDEWALK Rf1MF RADw - 2x CROSS SLOPi, / _TSD EGtt)f • A OJ OR END OF CUR® � ; ) gP� FINISH I + OTES `,' (OR AS NOTED ON PLANS I. Al 61 1SABLED STRIPING ' ro - r EXTRUDED CONCRETE CURS �� \B �, 1;,iw::,I 1" LAIN. �27_C�CRS TOOLED EDGE EACH SIDE AND SIGNAGE TO COMPLY r i F"0111 0409 d SET IN EPDXY CEMENT : N • �- -- SE ISABLED SYMBOL. WITH ORDINANCE. � ..• �"' - 2 SANG OR 3/4 -Q CR. ACC. .. � 447.233. � RID ►^- .. Ig' WHEEL BLOCKS. \ • ' s. -. � • � OREGON LAM' SEE 2. DISABLED SIGN TO BE -ASPHALT PAVIKC - - 1 SEE DETAIL �� • ---- , \ UETAILS7/C7.0 MOUNTED TO SIDE FOR M:'; � ?• 9 -4--CAST IN PLACE CURB k SIDEWALK. rr SS LOCATIONS ASPHALT _ 'l VAN ACI:EBE CENTERED a -4' WHITE PAINT �i,(' A � �'• • �. `�: ,r: � � AND MAY ` ';rr T / NOTE: N ' . I FOR STANDARD DISABLED - - LORTR COMNAGTED FILL SPACES. • } ✓ REBS'• 18' LONG �j . + CONCRETE TO HAVE STRENGTH OF 3.000 PSI IN 28 VAYS. 2' TO 4' SLUMP. (TOR TQ INSURE THAT A t STRIPE ) PER WHtc: BLOCK. t0 • SEE SIDE WALIt LAYOUT S"TE PLANS FOR JOINT PAttERN. MINIMUM OF 30 CLEARANCE BE 4' CQNCRETE WITH CCNTRQI, JOINTS �- ( ) MAINTAINED AT OBSTACLES. AT 3 O.C. AND EXPANSION JOINTS I� SEE PLANS 45EE PLANS �+ / /,•.� CRLISfNFD ROCK BASE �'�'� i CONTRACTOR HAS OPTION TO POUR SIDEWALK AND CURB SFPERATE. AT 20 O.C. OR AS SHOWN ON PLANS. NG am 2 PRECAST CURB STOP 3 IC CURE AND SIDEWALK s CONCRETE S�EV�i'ALK _ a AP p �;• C7 N.r.s. CSllIBST� T.S. _• STALL STPoPIIVCi 0 a xTwee r ocTINlE -III C7. 'a' T °cr r-,AJX C7 N.T pp[� N.T.S. y� • 'S' O(TINS[1.riA1x \E19J DISABLED SIGNAGE PER I STATE REQUIREMENT `. +FE DETAIL 97.0 r-TOP OF CURB TO r t ` 1tir"^ T, • VnTCH E'ACK OF - - � « - 6' TYP. 5' MIN. SIDEWALK ELEVATION PARKING MATH 090' ALUMINUM SIGN PLATE AER4DI 1Ts%"y WHITE BACKGROUND I' HIGH s"us°L CT°Rr0 n. ti r ✓ • .� AND BORDER. To�Ncs uN°pR n • t ,4y s n �� BLUE LETTERS AAs ,1 e2 �o A►I° ME UP TO ( BAKED ENAMEL T r �'•; UN°ER . a s ett tsts. S r 'J II HANDICAP SYMBOL WHITE- WITH, WITH BLUE BACKGROUND PRA DE TACTILE 3' O f TAPERED CURB WARNING PER A.D.A. - SEE DETAIL 10/C7.0 VAN ACCESSIBLE S;GN------ = t4 CONCRETE TO BE (WHERE SHOWN r4 PLANS) FLUSH WITH AC z r ;'. 6 7w DISABLED SYMBOL. TAT 2'-0""E OC TYP. • I z PAINTED PER RAMP TEXTURE '+ TEXTURED WARNING ' • OREGON LAW SEE 2 DIA. SCH. 40 rALVANIZEO io �- (SEE NOTE 1) SURFACE � Project ` DETAIL 7/G7.0 30' TYP. SOYY47A 053D GrIDDEN 1 f' io / -�-- .• fINTiON T L- -SMOOTH TROWEL T•r :,,{, ra 3 WIDE PAINT I. ALL tSABLED STRIPING ��_ 6' Q ��� x FINISH • STRIPE TYPICAL AND SIGNAGE TO COMPLY _ 5'` ��� •-�OIF I I i -_-:!t% N WITH ORDINANCE CONCRETE MOUNTING FOCTING t° RAMP TO BE FLUSH 6 • • i *- ORS 447.233. WITH PAVEMENT • NOMINAL 6 5' 6_� + NOMINAL 2. DISABLED SIGN TO BE TED TO SIDE FOR � NOS_ DIMENSIONS SLOPE 1:12 SLOPE 1:12 CURB FACE DIMENSIONS MOUTHAT SIGNAGE 1. RAMF- TEXTURING IS TO BE GONE WITH AN EXPANDED METAL GRATE PLACED - +-- I PAINT STRIPE Q VANNACCESS LOCATIONS PROVIDED COMPLIES AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. 1. RAMP TEXTURINN;, IS TO BE DONE WITH AN EXPANDED METAL CRATE PLACED AND MAY BE CENTEREO WITH ADA, STATE AND n 9'-O' (TYPICAL) FOR STANDARD DISABLED LOCAL HANDICAP CODES THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. SEE PLANS 10' DIA. CURB. GROOVES SHALL BE " DEEP AND - WIDE. 4 10 L ) .�. .� SPACES. K THE LONG AXIS OF THE DIAM(�10 PATTERN ?HALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE )6 DEEP AND J4 WIDE. : N PARKING S� a HANDICAP P STRIPING 9 HANDICAP PARKING SIGN 10 SC)UARE WINGED HANDICAP CURB RAMP HANDICAP ANDICAP CURB RAMP 1 OETwlET"snw U7. N.T.S. xnNsi�r l C7.0 N.T.S. DEiINSETS1Ylt C7.O N.T.S. nerlNs"E ;° C7.0 N.T.S. °t n:' r *i 1$' �4,r 4 CONCRETE LANDING (SEE PLAN FOR ,.� --0" II TREADS oL ( TYPE 11 ARA �!/� r DRAIN (TYP) :� ��x/lam NUMBER OF STEPS 1/2" R 1 - DETENTION 239.50 .. _ ... _ --ANTI SKIP NOSING -PAVING SECTION. CRUSHED 28"x2' CAST IRON 16' ROCK BASE OR LANDSCAPING ( 0 HOLES EVENLY / S ABS / I 1/4- P RAIL TO CREW IN ---� . c A SPA _ \\ �OUT MEET ADA REQUIREMENTS GRATE WATER QUALITY 238.25 OR WELDED GRATE CEO AT BASE COURSE �_4- _ ( TED TO EACH RETURN CONCRETE FRAME CASING HINGED TRAP MIN. A80VE INVERT ELEV. L-!n2 - ALL gHE1lE AP H RETURN CLEANOUT FRAME AND COVER CAULK PIPE INTO HUB OUTLE"� PIPE.) - 2'-5' 2 1 2' SQUARE 237r00 -4' ABS PAVING - POND ELEV.- o l N# r 5► 1 /- -� 'e 2 �l3 NOSE BARS •4�1`i171�� POND BTM.-2 .50 ...- r % �3:"rb •+�� ` w3ar3d?Tl ? e o l Z fi ]� BASIN: WELDED 10 GA. �� J/ / I d � .. 'I" '• rJ.11^ GiiC�•STEEL, COATED ALL � - SURFACES WITH ASPHALTIC PERMANENT' , /�' 31 12. OUTLET BACK an �'Ft a T l » OF [ F --10 GA. STEEL ALL WELDED ao IE --I" 051N W z � PAINT. POOL /� '• 4S' ELBOW ac -- z REM : > i -- DETENTION w CK EX 1RES CK 12 31 01 4�( I±g CONSTRUCTION. ASPHALT Z GRATE: WELDED STEEL � � 1• w m i7S a < 15 -IN BAR GRATE APPROVED SEWER LINE ; EMULSION COATED INSIDE > i DIAF : .cit r • i AND OUT. 24 SQUARE OR ASTM A36 J�- °r ./Ir - . y , i �• WYE ROUND.) a CRO�SSABARS: J¢xxZ" ��R; � © ALL RIc►+rs ResERVED it ( IE 236.25 caouP MAc►cENZIE 1999 " INVERT /7- N O 2 O.C. - THESE DRAWINGS ARE THE PROPERTY OF ' ELEVATION-� !t E OF PI BIKE STRAP: )6'xt' CROUP MACKENZIf. AND ARE NOT TO BE %ti �� �T ?<`�j SLOPE ANO LE. VARIES ,,>, NOT 2' TYP WATER DUALITY USED OR REPRODUCED IN ANY MANNER, SEE PLANS 2'(TYP) ` WITHOUT PRIOR WRITTEN PERMISSION �A SEE PIANS 1 MIN. 2'-0' COVER ON ALL PIPE IN DRIVE AREAS. SLOPE AND SIZE 3'(TYP) ORIFICE \ n REVISION: VARIES SEE PLAN 2'-0' --COMPACTED FILL 2) LYNCH TYPE CATCH BASIN OR EQUAL IE-236.50 C CUT CATCH BASIN t� FIELD INLET POND OUTLET DETAIL REVIIN ITION >a 99bogTE STANK DETAIL • Ixrw trl*ti N.T.S c-oAs1N N.T.S. F-INLETCLOSING GATE C7.0 N.T.S.NTSIso C7 N. • ' LYNCH STYLE oETINLET-I:t C7.0 oenNSEr.tat, OUTFLGW DEVICE oeTlNseiS:iaPT t Arlt.'"• .'A �"�•i.. , INLET OUTLET DIMENSION VARIES v4TH NUMBFIR REQUIRED -� c' 21" GALV. STD. PIPE-- PAINTED s4 SWEET TITLE: SIZE r PLAN "' - 9 DETAILS AND STEP REMOVABLE WIATERTI�FNT CAP TYPICAL Ww WON, lo SECTION" PLASTIC OR DUCTILE IRON < S DETENTION�239.50 .! ^ I •...I a ' {» 1 d 1FT �'� y,•; rTu^ % + y 1 WATER QUALI rY-238.25 {I INLET --x •,L"1"1" rc. , - * ,� FLOC CUTLET i- DAT E. :x -- ; . _ PE RM,INENT POOL-237.00 7C ?, -------- _ - �. N •i `� vtr o DRAW1'l BY, N R SECURE TO MH WALL WITH STANLEJ'i 6" DIA, CONC. FILL FINISH TO BE THE CHECKED BY: BOLTS BANGS (MIN. 2' WIGS} AND )� R SAME AS ADJACENT ---- •� SLAB ' IM :_; WH 1+1. TO_BE DETERMINED_$Y SIZE OF Ol1TLE1_ QQ,� SNEEY �' ARMACTURERS DIMENSIONS VARY. CONTRACTOR TO VERIFY THAT BIKE RACK TO BE INSTALLED WILL FIT INTO T W SPACE PROVIDCD. "n � MCI" Z ED MAXIMUM SI24"t MH A. T BE SIN 5' k NTS, _ w BIKE RACK C7 N.T.S. ^ OETwIET-1:1 �p pCTw� .1:1 C7sO dry`.1:a + �.+a r;•ra�,r4` MULTIF /a.. Y_RESIDENTIAL -22.0 !� . a y� COI k:1 INDUSTRIAL -94.0 CF ACREor F DRAWING N0. POLUTION CONTROL.. s •WATER QUALITY Joal N0. X90295 w* ,' 100-ST MANHOLE �� "� d r .. see I will;I OW • r �,'.',rlr..�.:!}.r ..� • .. per-:mow AFI ""-� - '..'n1.Imww-.,--.- _ �-_ 1 "f.. - , .vr14. ih, 8 ID 12 14 16 t v l (!i kt, (IS 1111 111101 lull1111111I,1I0111 II 11111 IIII ,11� niIIIT nm null n mill 10"11 rtnllIndlni�Inlhnldllilh 1 Pllrfii nmll�nnlni��11ET�llld�iuulilfi�l Ilt�ndilfl�wdl�i�Inll�lu111tTri�,�nhi1imdnl t naP111�IPmhlydnna4iilodli�ili . ' - rr-.,., ..:,...•... ,. _ "_ _s z .- «,.,_-..�,.e....,�........«-•.�•.....r.....•,...nw..,.......�..+..w. w....•+•.....•...n...•r.. ✓...I`IL•. rl >..... «w,.. -,,. � ....,.... '.+.,•,.,,,w-.f'. ..'+e.a.- •L�• � K ,tf •�� '� ,'�i!: ♦• . ,. •+,•,••w.. .... ..,,. ... .. __. '..... .. ,wno.Mar... m•M•r.r.r..•,•r.,r..m•„•.v ..,..,,..«,w^.q•M,p.•.:._,.q„I.,,,•,.,,run.rw, - .. •.rr•„A•+m......,. .., ... •.wwq,,..«.•.•✓.•'..r•••+.•«►- rr,.rrwwrMw...wr,+t.wr U 1• Y. 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I�M'.J.Lq'�dp••..,�"'�t' 'ri!�.ik}rl.r,�,t(i7kt'..:�1t,,l���•.R.7 fWjj,j:.•pp�' rs„y� //,////(f////i/// /'1''/' f / t�t t ... b 'r la. .t�1 1•YS,._.FJ',�:}-?_,'t�;9�,�,��n!1 r.Bn d:17�f}l't.7r �t;i'�'`>+t•:firvT•,ty!"dia',y,. �N4 1t4 %w + ” J I Cc �, •-., / /' '/ •"t J •. _ - .✓. ►I11. ,� 4, 4 f �f , •.5'nd`� .'+h�.• II� r`� '•.t 1 i Rt r � "- ,r . qr t a !i t k '>v t�,r,•' jw Ile 1" r •,+ / /'^/� ',., ,fit,;. •1 t r Hf,�, I a ,i • S / / // / f / / r ' '--- 1 !' q t t h r a r , L' ,t i* w +.�. I `, ,. / ✓- III KEYNOTES 011 1. 7 UNIT RIBBON BIKE RACK 1 j' 2. EXIST. TREE 3. EXIST. BUILDING % ` j- r0 4. NEW OFFICE BUILDING h. 3. CONCRETE JOINTS TO BE LAID OUT AS SHOWN, 6'-o• f; r MAXIMUM SPACING T 1 r 6. POSTS OF EXISTING CANOPY TO REMAIN. CONFIRM VERTICAL CLEARANCES PRIOR TO CONSTRUCTION. } 7 TOP OF 1)4' IL EXTEND(RAIL PER U.�1E o ' / /r % i / /✓� 120 AT TOP AND 230 AT BOTTOM. SEE DETAIL 17/C7.0 WS SLA or NEW CONCRETE B WITH 04 AT 12. OC. ! ` . UNE OF EXISTING DOCK ® f //` ,,' ✓' / �= 1 11% NEW CONCRETE DOCK EXTENSION 00, 00, Ile 40 r .., �q� I P/ , i } i 5 EOUAL SPACESHOA OAUXW J '• 11 i.rw� I'� / ,q www Entry ° g South Entry 3 East Entr :r •rww I� _ 32'-6- ;,,:. T - 6 s I� WIDTH OF PRE—FABRICATED 1 6 7 / ' RATED STORAGE BUILDINGS ' TYp TYP 3 / - SHED BY OTHERS /i IDN / ON j/ - HOLD-DOWN ANGLE xs / / // AND BOLTS BY �NI7R j f ON / / BUILDING MANUFACTURER0+����.. / 41 / N / � ,/ f/r j/r / j/, ✓,;/ j'i 3 i :' EXPIRES: 12 3101 GROUP MACKENZIE 1994 • /4 BOTTOM © ALL RIGHTS RESERVED B 8' CONCRETE SLAB W/ /4 O ��ENZIE AND ARE TA �NOTR10 BE AT 111" C.C, USEO OR REPRODt10E0 IN kNY MANNER, '� " Exp. 5 Stair Exist B WITHOUT PRIOR WRITTEN PERMISSION 1/�r •� 1" O- • s Stair • Exist. B 7 CHEMICAL STORAGE SHED SLAB I f —o- .,x, REVISIONS: � II v* ��r�{ 1 ;,. :'�f bq C:S.O T a •• 1 —o 1/2''C8.0 = f'—o• � I REVISION EDITION CLOSM DATE , �7 % _ �- ,., 1 10 ;77"7 _ 7-7r 01 7 . 3 0 / / /�r / //. i' / / / ' �' ✓� PIPE BOLLARD IF 1W STD. PIPE ----- s'; / �,•, / /,� // �/ 7 DOCK—HIGH GUARDRAI 3 ON L .-- -------- _ r.�- _—_-- ' __ SHEET TITLE: <-- 1,%" STD. PIPE---,: a.; ,' GUARDRAIL v.. „ 10 / / �/ S' 6• CONCRETE WAIL WITH MAX. ' SITE A e // AT 1 —0 0 C 4- I a E ,, / Ao ► / / ✓ 1.m AS SHOINN ON PI ANS PROVIDE (2) 04 AT TOP I., DETAILS r PLANAND ALL EDGES CONCRETE TRUCK APRON A N D TA.C. PAVING SECTION SIMILAR CONDITION)1/4 PASEC T N C GUARDRAIL TjSLAs I so 2" WEEP HOLES (SCREENED)—_ .I V) 2 P/: 25 MAX"SP ACING AT W-101" c 14 ' � TYp 1/2- ASRHALT IMPREGNATED FELT c PIPE OF FR •w.,` TSLAB ' BOLLARD 3 -6.. 8. EE DRAINING ROCK ., DAA �1 6" (4) #4 x CONT. i . DRAWN BY- I 6" _ /4 AT 1'-0- '.).C. I _ CHECKED BY- FOR Y- FORP/CC WA SET PANELS SHEET ON4 I THEN PLONST�ADS, BRACE ..,�. ACE FTG AS SHOWN. rr—r• 1 d NO EACKFILL UNTIL FT CONS, CLR 2'-0' X 2'-0' X FTG. THICKNESS L YAM REACHES 75% DEVON f c — S CONSTRUCTION PAD EACH JOINT AND ENDS C 8 ,0 0 CONTRACTOR SUBMIT PROPOSED PAIN. t> l1WNe1 It LAYOUT PRIOR TO CONSTRUCTION. for Enl��r ed Plan Exist. BI »�»» 1/61 1._O- -- �o I- II RETAINING AIN A � ,. IMS r '. .yr; ` • 10 , J � W111111 will I J I' t• y, ?P I Ll y1I I I I _:_ 1 1111 1 1 111 1 11 1111 1 1 Itl III 1 1 1111 III 1111 1 1111 1 N1111H 1 11111 )III 1 111•,Klluldliu t t_, ".((M1,'y ., .. . ,,. ^ .,. ' ,• I.e. ...r..r..,..+•..-...,•..-.,..o....,•...w..e..•.,.++.►,...,.r,..ri...«...,..,....r.....,•w,.w. .".,ew.r-rm.,. .......... .,,,� '. • ( ..,+s.w -.xrr. <v.•.•"...w. -+rwr+. ,...r..n+«w+......,..a.,...w.+a,w. • .-.c r ...++•w,ww....,.. ' ,.,..+...,.,..r»,....»......,s......n,._-....-,.+r-e...+.......rsw.w...s ..--.....-.,.....-.r.,....w.... -........r..".r+...;..+wr. r.w..v..,.+.....,•-.,,«.r.",a. . a.• -.. ..a...:..... ..... ,h.,_ w,..,,11AAWW ,,,... „+a.+ww�•,uM4 ..r:Aml+nw�'-...X.er1�It�. F11+. .1�I.r.lwr..1- log ..-. a.w.....+r".,. _.- r.- _. .. _ - _-,. nww«•..-w.....r+.r.rn,..u..^.n.....+.r..., ..... ..4.. "Ld� £q. y., 11 �'4 `C ak In mrIlOAT10N — - C LANDSCAPE LE IOTA ID I- o �� AVAILABLE IF REQUIRED NATURAL MIX AREAS � a m a TOTAL LANDSCAPE DATA - 3 � ► TREES CALIPER 24 6 IN INCHES 6 • i� Tl � 46E1,. CALIPER WEST SITE DATA EAST SITE DATA TOTAL SITE DA1A (WEST AND EAST) r t -!-_ 0 RHODDDENDRONS AVE28?0•,;• LANDSCAPE AREA 29,767 SF (28.2911) LANDSCAPE AREA 51.7x2 SF (22.35X) LANDSCAPE AREA 81,549 SF (24.20X) g 0EXISTrNNGDR%U VITH CALIPER SS�IZZEE uu or OREGON G'2APE t GAL. �������� 5�1� ��A/ YLI LOW REQUIRED INTERIOR PARKING TREES (1:7. 75 TREES) SEQUOIADENSFt01V GIGANTEUM GALL/B�IRLAP REQUIRED — VINE MAPLE MIN. 8 TALL MULTI,—STEMMED m � : Th,E DATA - PARKING AREA O PARKING SPACES TREES Ij 0 a ARMSTRC�I(, MAPLE REQUIRED EXISTING 2 1/Y s 1e.5' I �;� MOUNTAIN LAURELS S GAL I QUERCIIAIs RUBRA' 2 1 EAST 395 56 58 04 .0 C ^! i /2 3/ 77 1/Y Q FLOWERING CURRANT S CAL 9K _ � c TOTAL 325 75 Be 4D U � ti ! 0 YJIN PUCATA 'FASTIGIATA' 12 24' HEMLOCK 4' TO 7' -- _ (Y DIA.) 1 DIAMETER VARIETYNT.B.D. - 2" 12 24 # KOIJSA OOGw000 1)J;C/ aAMETER Q ACEl�`TRUBRUMA 2 1/j" F11 10 O Is �� w Ito 27.5 ( IN FEET ) 0 STREET TREE MAPLE 'CRIINBQN r 3 1/2' REQUIRED - l inch n 30 It 0 DIAMETER O I MITIGATION TREE, SEE CHART BELOW VARIX 29 264' VvV`3 AFH *,wq ____ t CHNAMEA�� 1 1/2' 16 24 W_. . __._._.. _ .. _.,..» .. ._...._.,_ . .µ, 1 .`w..- Y W:': .__.....,.._._.._ .._ p t 01 TOTAL 482 1/2`-. ,: ,..r'ori:, v, - ___.._.. _... _ ..__.. _ .. , .__-. . ._ ,.� W . _. LL ..... W" EXISTING AZAUAS - RH00 ENDR -. -W- EleMflNa Flim•-If�T ._...,__..._ -.»•.•-.,....._ _ T RELOCATED AT NEW EXISTING 8 RHODEDENDRONS . . . t 0 BE EL WALK 87.2 __... ..__._.._.. • ARBORVITAE _.•._. ».._.,__ _... _ _ ._. T 40449 ... OL _ 8 : ILEX '�" / ? /1 I.: 6" /� :r`j 1 • +• ••` Project ® CORNUTA 'BUFORDI' UT.3 / � ''' �/ /�•,!.>%� / , � ', � � �r' I �� �, wwww H�4AI�''TON OFFICE BULDINO ANNUAL FLOWER BED ;t r( , d f /�GI IY,� CC��77LL �� w • Y7 `W�v •Wv v SEE MT 2' MIX r - — - E. TO• VI O'KM ETC CHART �• � � 19 ({ SEE uuLl..L.•!r 1f LL ! �. ' W W OEDAU ETC CHART T 1� ®/ EXISTINGf —_— ! -' INLETTO MT 14 /; 2Ell �?:OaaI T � M'1 1 /•/ _ 2 / �?h' ..1 � // / 11� / F`' wWW�v WW�yw• - �w w• EKISTING —RELOCATE EXISTIN3 SPECIMENS rf. / / / BIRCHES TREES AND SHRUBS AS REQUIRED • • MT 8 ,f SM I / // // FROM THIS AREA •�'} � � w ww.ww FIS 1 VIT A ( T MATH SOME 2 • • w �u�� nG�.'�IN ! I ,•, ...,//./i/ // / �J„•lr�W •Y T 9 _ I / / -- yYvG WWW+ KK ��N ��NN Y� M rr y PAKINGIK>'l1W�STRI I ` 1 "ASH // IWWW�4,wwW 1 PLAMITING STRIP / •� w� `.rw+ •+ THE AREAS ARC WD BUILDING TO MATCHMT1 r + / �. ®; I )1 �;� !- ' yt , // TYPICAL NEW PLANTINGS AT OTHER BUILDING I : y�- .gyp TM p� PLANTED MT 71 OVERBRED HTIGATiON I f137 1 O OLS + �` r 0 FROM OWNERS SUPPLY DIAMETER SPECIES MT 6+ ./ � SM I ;y ! j /% / / / / / d• ,'' •`�`�`�� �+ 1 101 '•' � - w w lf�• w ww y�� r �w W w w i•' W � MT 1 8" BLUE SPRUCE MT 1 /.! T / ! �' 'ti .� '' ���' / / / / / / / / � , r1•Wwwvowww ww+ MT 2 ODAR CEDARMT 14 AREA TO MATCH f 1 MT 3 i0' DEODAR CEDAR / / i 7 NORTH END OF BUILDING •• r+ -+ / '� - '� MT 4 10' pEODAR (SOAR MT 19 , q / / //// U°�QUQ�UU�ODp 00000 0NOR 3 URGE Exls`TINc , / / / �r r01 , , , r.•�'j1�r 7 // / w � wwy w GROUP MACKENZIE 1999 MTS 10' pECDAR CEDAR MT Z2 / /�(/ '/p / RHODENDR S _ /j f /I/ 1l1> " ¢// / +++y�W tr� ►�rt. . C ALL RIGHTS RESERVED • 1 C - / / •ji EXIST PLUM X, AI�3�- !1 r r .✓ y . . W MT 6 9" 13LUE SPRUCE / / / / i . J2-P / ! s / /, w w w•4 W W THESE DRAWINGS ARE THF PROPERTY 0{ f6* CROUP MACKENZIE AND ARE NOT TO DE MT 7 10" BLUE SPRUCE ! •/ / / / / / / / / / / / / 11 v.. t + 4 + v USED OR REPRODUCED IN ANY MANNER, d WITHOUT PRIOR WRITTEN PERMISSION MT 8 9' PONDEROSA PINE MT5 ! I , _ „;�,/ // / yww► MT 9• 115' SEQUOIA (ARBORIST REPORT / 262) �/ I i•; / / / / / / / / / / '•r v K..�. woww ww+, _Y W �� wf` '� �' � REVISIONS: . I .!;• • w w w w w ,.... `� �/ !{� / 7 GHA+N LINK �/ r yvww w • w w�www+ I�} MT 1Q' 12' CUTLEAF BIRCH (ARBORIST REPORT / 263) /•, I SM fi / �/ 20' / / / / / /`!�" / / / .�/ / / wwvwwww �.wW+ REVISIC!N EDITION MT 4 1 ,� T / 32' / / / /. y./� / / / �. f; �w+r W W rwwww `r CLOSIN i DATE MT 11• is, NORWAY SPRUCE (ARBORIST REPORT 0 264) ' 7F r. W �Y. r. ■ MT 12 10' NORWAY SPRUCE r j 1, x r.- a.. "'' y tii v l w• ' MT 13• 16" NORWAY SPRUCE (ARBORIST REPORT / 265) � .� 7G w •r M'•w W + MT 34 I 1 � �k.. `�+� MT 14 10' BLUE SPRUCE ? ' � MT 13 S' BLUE SPRUCE SM r ,� " +•W w a r +« . w — r. f+• i w +• +• v w I 1 i a .. w ♦ ♦ wl +• w 1 MT 31 + - MT 16 11' SPRUCE r MT 32 /... + _ I MT 17• tY BLUE SPRUCE (ARBORIST Pt"T / 266) MT MT 16 a' SPRUCE r.. / j J SHEET TITLE: W LANDSCAPE _ t I I .''yWwwwwwvjwww MT 19 a BLUE SPRUCE r C,• I I f MT 20 11' NORWAY SPRUCE y� MT 21 MT 26 , ' - I MT a1 10• NOR�IIAY SPRUCE SM j•• I r PLAN w W +• w v w r +' Mrz ,� • % MT 28 W+'`�Y�w+w"t"Y+. MT 12 a' BLUE SPRUCE �' ;.. --- +�:r•..w+wwww. ,►•ww I .21 MT 23 10' NORWAY SPRUCE I I // ' / (( ;d / M 16MT 27 ! �3 �+�+••` t MT 24 10' BLUE SPRUCE /MT 0 ✓ ,�.. / , .� ti MT 33 .1 + MT 25 10" BLUE SPRUCE w ,; ) , r /: '/ M T 15 v +�•+ , . . MT 25 10' BLUE SPRUCE ` / - y w W w I W •1 k MT 27 10' BLUE SPRUCE L r W ■ ■ SM • -- +• +' •Y wri W MT 28 10' BLUE SPRUCE ! r' / / I I I / � + � '' °po� « " • +' +' " • — - I .. `..`• DATE 11/22/99 _ » W+ / t/ '� MT 29 9. NORWAY SPRUCE MT 30 7' FLOWERING PLUM �_.L J_..,, _.__.. • w __ 8'36'2 20.18' _ .a.. ,.. �!. SM �. "� - /� ./,/./../.!L .! /_ / ! �,... " ` �..�•����•� • DRAWN Q1w w MT 31 10' PINE __... I. t ! , s c + .' CHECKED BY: + r �'� S r8.*,,,,,,E ,. o _1 �'�•a-v +`� r e .. } ` • SHEET - MT 32 10" PINE I t ~ „r L._._.! i ;.4 ; Vit' e� ?� yI�_ �.. / �,� }. ..� ' i ►Y �,x.Jl i � MT 33 8' PINE MT 311 10' PDdE ..._.. - •NOTE: TRANSPLANTED MITIGATION TREE. CALIPER INCHES NOT a CSI. EXISTING TREf� IN EXISTING ARBORVITAE EXISTIN(�6' TAIL p�pTINIA EXISTING TREES IN 0 INCLllDEO IN TOTAL ADJACENT SITE SOLID HEDGE I AT 6'-0' TO 12-0' D.C. ADJACENT SITE W TYP. ( I —QF i°B NO. 990295 I'�61T1000-0�OON� N AS REVISED FOR SITE PERMIT 9-28-00OW ell 0; • 4 6 C 10 12 !4 16 r `♦1 , f�11U'11i 1101111 VIII 1111111111111�111ilJl�foil f� " (IIIIIIII IIIIIII�I� -� . � ' �• , � 1 II�IIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIillllll IIIIIIIIIIIIIII I 11 I �` � I III 1111111 IIIIIIIIIIIIIII lllllllllllllll IIIIIIIIIIIIIII llllllllil all-------------------- 1 pl IIIIIItI !V11{ 11MIIthtllllllli � •' 1 ,�t,, LL"• ;� ••�,,,,�, ...„,.,. .....-.,..,,..._._.._.._ t_,,, ,,� W Ifilonh 1 nnlil�lnn6 I udn 1 onll�'1 uub Inl� nlll��nab 1 onlm 1 1 1 a•,h nu6 ,unlll�lnull u ' e.•+w.r,ww+r+www.•—..,r.•.+. ,w,._n.••rr•'. ...+•,.•r....r•r.w,,..•w..•.w.++w..wr+. � _ K -n..wr.••. r.e+..w+M�.•YI.Y.... ..ne•+.r:�ab•• .r•'r......— . ....rw .r .., ...�,••e.;rbt?AI� � '' .7 '•a� - � ._ .. .. _ .. .. ,_...r_w•w..w,h:.wM+Ylr.w»r+.r.gr,,..«w..+...__ — ,.. _ ... . - X..•., .r•n+..:..w.w....rw.•.w+•- Lw••«-..a•»•..•..•.r»„w,. w..+w,r.,ww.r"w..-_-...._._. -+.-.....�•»«... .r+.,.».Y,.+...•s.:......:ene.,ry H•..o.•• •.aw ..... +r»•^.awww..,:...^wwvrw,.,-..: .•.,..w... i1 } 'I. r, t' 1 r� 0� O N a� LEGE-ND _3 s EXISTING TREES vATH CALIpAR • SIZE 12' AAD LARGER TO Rf]MAIN Keynotes EXISTI• 1. REMOVE PREVIOUSLY RETAINED TREE. SEE ARBORIST REPORT SIZE UNDER 12' TO REMAIN ! NG ►ATM �A 2. FIELD REVIEW TREE AFTER PARKING LAYOUT � W 0 3. TREE INFORMATION :HANGED PER ARBORIST FIELD VERIFICATION 4. EXISTING TREE TO BE RELOCATED 4 N � EXISTING TREES EyTw �Ip� O SIZE UNDER 12 10 K REMOVED or-- to co, W xEXISTING TREES MATH CA11P�R SIS RE AVER tY YO 8E tLOVED 0 aH 1� � � a tID (•3 vii 1= �Z E pviAME LEGEND AS ASH 0 OAK SO SECUOIA Q P PINE ; I r t I F FIR s . _.......... _... ` SP SPRUCEW WILLOW 111i*)N. 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WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BU IL_DING: FIRE LINES(PRIVATE): DUCTILE IRON, TYTON JOINT CONFORMING TO AWWA C--151, N CLASS 52 OR PVC CONFORMING TO AWWA C-900, (SASS 200. c t; 10T,. TEST AND STERILIZE AS REQUIRED BY THE TIGARD WATER DISTRICT AND � per, UNIFIDRM PLUMBING CODE. d a ILDING TO BE CAST IRON PIPE, OTHER AREAS TO BE C+ PVC CONFORMING TO ASTM D-3634. IF MORE THAN 3' OF COVER, OR USE C-900. ILS) +^ 4. THE WORKING DRAWINGS A'tE GENERALLY DIAGRAMMATIC. THEY 00 NOT SHOW +' �Y UfFSE 4 BEND OR ELBOW REWIRED FOR INSTALLATION IN THE SPACE PR0%002 . THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE SECTION, JOINT OP. FITTING REWIRED TO COMPLETE THE PROJECT. AUL L.00AT16NS FOR =_ WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE. FIELDBEFORE BEGINNING CONSTRUCTIC,"1. EXISTING UNDERGRWNU UTILITIES As. LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING b0CH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. b. PROVIDE CLEANOUTS AS REWIRED IN THE CURRENT UNIFORM PLUMBING CGDE CHAPTER 7, SECTIONS 707 AND 719 NOTE: NOT ALL REWIRED CLEANOUTS ARE SHOWN ON PIANS. +?AN MH b TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING ,() MIi RIM 24i,b7 01 IE 240..17 IN N. 7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING C010ITiONS PRIOR TO It 47 IN N, IF 39.97 IN U. O J COMMENCING WORK. NOTIFY ENGINEER OF CISCREP�AFICME,. 9 / lr"• 239.07 iR!' S. S IE 1,1,87 Ir. N.W. G Mri IV 'x 41.9'7 IN 1 / HIM 4 7.4-9 I O b EFFECTIVE EROSION CONTROL IS REWIRED. EROSION CCNTROL DEVICES If 241,'}7 OUT' ,. , IM .1 IC 241.40 IN N. E MUST GE INSTALLED AND MAINTAINED MEETING CITY OF TIGARD AND THE -SO MH 1 j RIM ?4`:.a4 IC 247.8) !N f~ (() D.E.O. REQUIREMENTS. THE CITY MAY, AT ANY TIME GRDER CORRECTIVE RIM 242,31 v r r IF 2."'ci.2a IN N. IC 247.39 OUy S � L_ ACTION AND STOPPAGE OF WORK TO ACCOMPLISH 6W.4TIVE EROSION CONTROL IE 2i7 61 IN N D MH 1 �! W 238.44 '..U: n. r r PP IE 2WAI THRU E.W. 41m '4!i 44 rr .` ! _... �r. ,� • jAN MH tE 241.24 IN N. I WV r�v III. EFFECTIVE DRAINAGE CONTROL IS REWIRE_ DR ,WAGE SHALL BE ` r: CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT RIM 242.15 G IE. 738,64 :E F. ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING IE 254.83 iN N RN4 �5l..11 --+ • - - " ` ---------------- [1-' - EIgSTINO ' r E 234.3) (N E. Ej.. .._..._.__ _..._._. . lE 446.11 IN N. x,r SYSTEM AFT NOT ADVERSELY IMPACTED. THE CItY MAY. AT ANY TIME. ..34.98 iN .>. --•«__._. __. _._.. ` / .., ,_ r_ ..._... a '� _,...._..._.... .. ..._._,._... -•- � , � �-, ,_..._ IC 241.11 1N N.E. i ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH !(: 2:14.23 OUT W / I i"1 IC: 24.6.(1 GU'T W. 7 , I , SCI MN IQ UTILITIES SHOWN TERMINATE 5' FROM BUILDING. SEE PLUMBING/MECHANICAL •-- _ - _ ;r " 1"; 4'Wy T-t1QX 1 NIM 202•aS ORAMINGS f(at CONTINUATION WITHIN BUILDING, CONFIRM SIZE. DEPTH k 1.,, - ------ ` t cti �(' -- _._ c....._",._ ,._,,." LOCATION OF STORM SANITARY SEWER AND WATER SERVICE CONNECTION - - 1 r (� ^ <• _ �,Y _ -�E -. - _..,_ ,._... E. AT Bl'tl_DINI; PRIOR �0 CONSTRUCTION. - __....._..1 ?L �' ;.... _W _.. -_.. - - - S, W. MPT_. r� i -p _.._ ... D _... ..:' .. 0 IE 25 .5`'• �N N .._.... W IE 2 .. T ;T4 ..4 _ __....__.._._...._ W _� , -_- _._. . • -4 T 11 _.. OUT W. N. ALL RAM DRAINS SHOWN FROM THE BUILDING ARE TO BE CONNECTED TO THE _'--- -F: , _.•.- W \ .. __ .,..T.._._ ��-- � _. .. _. S STORM DRAIN PIPES WITH A 11r MMIMUG SLOPE. -l�• `; ..___....,,__... .- EU °+ ..-•-. _._""" ' ..""_,. _" - ' � 1} :. 5 ._ _.... .._ _.� " 1 T�'1POGRAPHIL: AND BOUNDARY SURVEY PROVIDED BY MEDDLE AND ASSI:CIATES INC. ..'-"-' a r »� _ ( .-`-...^". _.--...--.•.--......... ". ".'`�-..- -•, _ - - - _ Z W: Sfa. SHEETC1.0. • __� I O r »�L W RIM 227 W I& PR3YIDE 2 PVC DRAIN UNE FROM DOMESTIC WATER METER VAULT AND / " ' + ;S• ' - W__. _...__ NFK'� - .,.___. � ...F ..,..... - �_..,E .. _ _". ._ __........ IMAXROW PREVENTER VAULT TO THE DOUBLE DETECTOR CHECK VAL%£ (FIRE) '• ' ....,__..__..... _ _ ._.-...._. �} -- __ .. 1: -.. 7^,r` \.- . RELOCATE EXIS'i UNG r•-r T. PROVIDE 1 3 MP SUMP PUMP A7 BASE OF FIRE VAULT AND INS'TA+-L ...... - .r - r5 p •1'�"I• /' "" "�_.---.-.�,.� "_ _... 4 . ybl/it.r.,l ". n,._._. �j Y D LIGHT MIN. - -.Y �'ar Z" PVC DRAW FROM SUMP PUMP TO DAYLIGHT 1"/IROUGH CURB AT ADJACENT of I •.�.:����• •- - ---- _•••�). _ r� w ^.'a /// 3rFRUM BACK OF W T. t' ASPHALT /A SURFACE FURNISH INCH DIAMETER CONDUIT FROM BUILDING PROP D �\ X26 Sq t • 0 • i r n \ _��.. -. , .. CURB __ ""'w _ -.._ ____ _..__ 'w wv +4 y� 18 S ti Y ELECTRICAL ROOM TO FIRE VAULT FOR SUMP PUMP ELECTRICAL SERVICE �"'�"�f to �•! ��.. ____ NOTE: COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR FLOW SENSOR � : • a, S -' - r t r, INSTALLATION AND CONDUIT REQUIREMENTS FH w/8 x6' :a t LI, 36.0 �' - ------- 14. n _ REDUCER �y0 � ,�. \ 36.5 -Y �'------•ter.: _as.••='1:".::.:.:�.:.�.:x.;,:--r,_, • I ' • EXISTING - - --r.. "'•�(%,:�'�__..._,_ -. RED() 1 0 • •25"SO -' 14, CONTRACTOR SMALL POTHOLE VERIFY DEPTHS AND LOCATIONS OF EXISTING �- •27"soFM • ® 7 'R� �/ T�2"F• 8"S 26"SO• , • ' �� Project UTLITIES AND NOTIFY ENGIR& OF ANY DISCREPANCIES. 1 27"Sc� r. q• FH "� HAWTON 81 FEE'I t.' •2a'so • � � � ,., � •zo"so 28 0+ _ �,� I ( 311 . rn a w •24"SO i r 32"SO O / lflM- 31.25; \ 9 1u•... r, , • l OFFICE BULDHO I• • f 5(( RELOCATE EXISTING e /. IE-248.0 8 4• 3A D LI HT TO MIN. r, " + 42"SQ , I h i ADJUST OR RELOCATE- • 4.�% •0.6 CURB `''' • • ! EXISTING ELECTRICAL g• STM Z • r !,!242.00 VAULTS AS NEEDED jE�248,OQ (E-246.65(4-) \ ` ^ FIL�� COPY e / Q1i *. • r �. IE-240.00(6 6"SO -20' r I � 1 Fl Ior • T F RIM-2425050( ) I 2 =� ) SSM • i v „- �1 , r7s4 , ' RIM-240.85 • I U ;a � IE-24o. 4. 1►�/{ /..._ . 43.6 6' if �- -t 1 • 2-12"0 ` • r' 3 t CO • A '� �I PtJS�IC IE-23&60(67 25 0 ® n S G 3iI. C4 t j J 1 _._.._. W TERL.11NE NOTES C • _. . .: r O ' f 2D u> 1 J � F .r ,.... 1 IE-249.70 4 AKR ( 1 n 6 O 2>< ;j ) ' CLUST �l L'- IE-239.6 6'7 � � CONTRACTOR TO VERIFY ELEVATION 1 1. ALL PUBLIC WATERLINE CONST. SNAIL MEET THE REQUIREMENTS OF TUALATIN VALLEY I ;'' a'I A1IN•, ---�- OF WATERLINE PRIOR TO CONSTRUCTION • r WATER DISTRICT THE OREGON STATE HEALTH DIVISION ADMINISTRATIVE RULES n 25 SCI• •25`5 (El • S �a 24"�EO NOTIFY ENGINEER G ANY DISCREPANCIES CONTRACTOR SHALL CLEAN LP 1 CHAPTER 33 ANI? AWWA STANDARDS- I a I M- 4 _ \ j OUT EXISTING PERF. PIPE I (;LEY TIOARD • i • �. .•'. 243.60(4 ) .__.'•s 2. ALL DISTRICT LINES SHALL HAVE A MINIMUM OF 31; INCH COVER FROM FINISH (,RADE. • 28 e ; r r • ! f P f AND ENSURE PROPER ( ); ALL CHANGES IN DIRECTIONS GREATER THAN 11 1/4' SHALL BE SECURELY BLO(,1(ED ' * FUNCTIONING OF EXISTING •'^'"""' " ""»"'" "" """"'"""" MAIN 3000 PSI :ANCRETE. / vi y • i a O FRENCH DRAIN ADJACENT COB�o1+ .......•......................( ? I i o r o TO BUILDING tF S,?,` 014"0 c� 1trpRtM In h •28"SED r E.'.0 vE:R i E'(7 CI T Y A ,•ta.l4'i'.. 1 FOF A l OPERATION Of VALVES OWNEf) A OPERATFi1 BY TUALATIN VALLEY WATER DISTRICT I b r 1 "ASH • �° 1E-249. 4� �, 1 � SHALL BE OPERATED BY DISTRICT PERS04NEL ONLY. I . ! I G • ...................... ONLY. / • �+ 8w IiINIr 11r Fo60e�».. ( I � F.F. ELEV. ' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECK114G LOCATION OF EXISTING ' t^ UNDERGROUND UTILITIES IN COMPLIANCE W/(,*S 757.41 TO 757.57 r !:% . ��.6r. t', z i? 18"0• 24"'0' =246.10( 4 + f I ,IopAddlM• ..5'� . • • IIE-238.77 v 4 20"C1• - • O+ f+rlal F.F. EL.EJ.=252.101 ,4"Or DO & ALL MAINS SHALL BE CLASS 52. DUCTILE IRON CEMENT-LINED AND SEAL • 1- .9l1I �. ®a ; •24"SO -APPROXIMATE' (2F COATED PIPE. n Q •22 SO I EXISTING 6 _t 4"0 • ry�� ak S�- C.I. WATERLINE IN • 3. PRIOR TO BEING PLACED INTO SERVICE. THE WATERLINES SHALL BE FLUSHED. RIM-240.7 / y • F.F. ELEV.=243.50 I�, •20"Sq •26�Sf{ 3-20"0 ` STERILIZED. AND FINAL FLUSHED IN ACCORDANCE W TANDARD METHODS OF THE IE-231(45�b'� / .. • RIM-242.50 - I h' HEALTH DIVISION, DEPARTMENT OF HUMAN RE S. STATE OF OREGON. / I Y v :(• 1 IE-420.00(6") p ho • lc : 7. BACKFLOW DEVICES MUST BE ON CURRENT "APPROVED' UST PER OREGON STATE �� ,� � � � I �' `� i r_I� HEALTH DIVISION. A 6 f �. + •26 q •30"4 Q 14" IE�239.35(LO"Z e• • 24" I •1 j ( o o �' a I I • :•••2a"SO • O 11 .: b CONTACT DIS11tICT OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING OF E,4,0 • :' t lode. pppp 1 1 waft ? I = I x '�= ''• A6' 0 2S 21"D • O 924gSa ,�'�~?5 •. �1 0 20.00 F►1 9, SER/ PAID. OFF UNTIL SYSTEM DEVELOPMENT CHARGES AND 7Tl1ER 1 I` '+ �,U •20"SO• _..._ -12 0• ,� v `Q: �p i B # \ �� j r a • ' t 4 ; �1si1TA &CONSTRUCTION WATER MAY BE OBTAINED WITH A OEPOSIT AND TEMPORARY OR I I 1 ~s CONTRACTOR TO POTHOLE 26"309j a i�Lp j • N \ :. I ,`. K AND VERIFY DEPTH OFa0 014 HYDRANT METER �• 1 �_- _ , „ t EXISTING STORMLINE ' it B St1A • 5X ,�, PRIEOR TO CONSTRUCTION •3O"SO i� •'L' .O • 1�lp�l 7FIRpt. 6 3ioC4.0 H 1 SP CLEOR ANCE VV/P IFY r. • A14LN12MIlD0 0 iH ENGINEER OF ANY j � t • • �. INSTALL 10` CULVERT-� F; DISCREPANCIES j `rJo, - •1 X16" I EXPIRES: 12 31 01 N SLOPE DE AT -► ORNTt►..- s S = I , P r w> a vi PROVIDE 8' i St�M �+ N CT Tp_ XIST N •b • r I o • STUB FOR y �.. ! j'.^ X�g{VNG RP,N 27"SgAT� -l e" ''� 18'O -- j iv yg" FIRE WATER Imo___.. ' r-- ----- _� ,� .1Z� r ( 1; ZO • GROUP MACKENZIE 1999 °D `T' l To• l'.r, VERIFYSIZE AND LOCATION .,�' •14� •15"0 `` C LEGEND I `r 34" a ,�3_'Sq s Q All RIGHTS RESERVED 12"P ` 36"SO THESE DRAWINGS ARE THE PROPERTY OF " I B' TEE • ` PRIOR TO CONSTRUCTION t 0 r 1R •3+ V • 4. 1 CROUP MACKENZIE AND ARE NOT TO BE " '�+•• '�:��' •;?�:--_;•-._. .i "�1�.87 't" "t'rp USED OR REPRODUCED IN ANY MANNER, ff a• r - - WITHOUT PRIOR WRITTEN PERMISSION X1°6' I PROPOSED STORM LINE • I I 24"F \ +.IE 238 r-- _ • I Z' • 1 CB a"so .7 _ REVISIONS: -•��aw��e����w�-- ' STUB FOR Z _ PROPOSED PERF PIPE 1 "i r4 t 4 RIM-242.50 • RIM 249.70 ' } p� SANITARY SEWS � • �' rE / Q x r� \ IE�240.00(6") P ;:r,.aN t,UJk I EXISI� ,;2"06� �l SEWER IE-238. TIT'-' E J l r, i: \ I / •t 8"s4 i� IEr 4a. ,•- 1 • •1; •.U�,,, p * 4 REVISION EDITION PROPOSED ';ANIT.AnY SEWER lY STM • 1>< \ ]S.iQ 0- \� W 12"P •12"P LPI x -- •14 j CLOSING DATE g •3 S 1 . 3E' 18"SO x ! --+--•---•---- L ' PROPOSED FIFE WATER A C4.0 Y \ • I A 6 STY " 5.0 , �-+--- 1 C ". • 1x MIN. 14'0 , PROPOSED DOMESTIC WATER 8" M 0104.0 IE247.00�10' _ I 9.... • PRfJPOSED INTERCEPTOR GRAIN `� • ':,�,� •.ti, ,.. „` 1 .r w can" Irl `�..- '(� •49� •1 "0 1 \ I •12"P RIM•Y243.6 RIM�244.1'' 22 --- -- - - - - - - - - - - PROPOSED FOOTING DRAM -238.60 \ I I �; r i ;f. 12"P• IE-241.35(6' IE-241.Ll5(�6') 024"SO • •8 RIM.24S 2 ` IE-236,35(6') '•el i *r� • rn IE-24 -) Z4"5Q 0 PROPOSED CATCH BASIN A 6 ( , Ii �o i o 1 I �. - v, 14 •12"O ��.•, p •22'0 0 PROPOSED STORM CONTROL INLET 1 1(•14" s• + � i + 1 ` J f b' •S • w '"" ... O ~`' ,r OP •14"p •14x` 1 SHEET TITLE: 1 • I „> r s• • a I h iffe 4 •t 5"0 1 G7 -s PROPOSED DOUBLE DEFECTOR CHECK VAL r• I r 'r �� +� f r`' •1�"O l SITE t,• RIM-239.10 ,�� _�..� • .,� ,4J. UTILITY FH PROPOSED FIRE HYDRANT IE-23b.Y ') CB „ u .� - / BENb Lf n b ." ""., 1 W 45' S +p ¢ RIM-242.25 '�--T PLA N ® w/THRUST BL + I ?" IE-240.00(6"1 -2 t 2431 PROPOSED WA1T:R METER i I ; .�• IE-240.1106')ce �, "�' . • IE 235 +21 �� - �4 " CONTRACTOR TO VERIFY ELEVATION r �. i.~� n RIM-23b �_ '36 b7 < `� I OF WATERLINE PRIOR TO CONSTRUCTION ••. FIX PROPOSED RIP RM PROTECTION IE 235. j, �0 S • �9 •14'SO "0 a • '`•.,, NOTIFY ENGINEER OF ANY DISCREPANCIES •. 7 30"SO 28-SOO �30-SO • I 1a 5" • 8• ST NI •0.5fi .•, • tiL I • • 12"0 I b' 45' MJ BEND � 40'S 24" I • , �, Sa-� O a <4,5 •2-12 W/THRUST BLACK 2 [E-2M.261101 1 TALL 2 I '�{ RIM-24 75 O .' ` w W. X4 ) 2� II�236.QQ p 0 IE-240.25(6") 1 "0• b' DDCVi r PVC i0' STM •0.3(1 I 1 -23.►.�(10') 1• 1_ IE-240.4 12 er SAN Mlt« _. ... C - TtO _ OUTFALL _ i I 1 41FA >:Sg.t!5 3b'C •111 IE 231.73 OUT l 4 ^ _ -._ • \` IE•238.00(6') DIE 2�d-) I IE-238.85512') IE 231.95 IN E. I ' ' • • D /' aI y , ; I DATE TM A�7F ",1., ICALL-_-% _�, I 3` ,r.., I , /0� =' / REMOVE ExIST. .._...__.__..,._.. .� Pl1NQ OUTLET STRIM.TURE IE-238.00(12') -a CATCH BASIN RIM-231 �0 / <:_.. _.. 12 STM O lX • '..._-_ 1 IE-236.0► ',!") -.- .. A2 ".W _ ..._._.... SEE DETAIL 15/07.0 If+Z.K� � 1 I DRAWN BY. GLK -s.�..- FERLINE IN OONNICT OMNI;A A L 01 �' 23b 110 0 , RIM. S�__ __ -- •. 4" ., CHECKED BY 1 14" _..__._. RIM-238 8 r RIM-240.60 �-��.. e.....�.-.�..• _ 1 0 OFFING SA W AFTER IE-2 .75(6^ �-�w••rrrrr•• •• •. b� •2W MIR. ��••• \i M ---� .. IE OUT23B.1001) F }',•• r._..__ •- �-.�. ��..•rM.rr��rarr.. Tt TING IIID AL by X � / ,., ` l/ J L._ .I l �._ I RIM-2 - SHEET, fN4E T EXIST. SANITARY M- _Yfi W-FAULT IL�24Z b7 REMOVE EXIST. R -21J DOtTM1A_? ?VER 4 40. t I IN-234.7 • CATCH BASIN .• R A�r�L Z• MIM AND DC/ FOR - p�(b IE IN-234, 1 IN-234.6 1 RIM-243 7 ���,IE-24235(67 a` ao 0 le x eo +» CQ/nACT TO VVEARn IE OUT-234, 1A) �- OUT.231. 12 S1� � f IE-24Z35(61) LANOSCAK PLANSAN MN.._, , p� E� ,+v MH USA DT 100-51' CD U!+ -......- .__...._.,... i �'P UL t � - TO OONSTRIICTION ,� I+IM 241.4u 'It LOUT-2336 315 S 1ST. SHEET 07.0 It j3 �4 6. N RIAI 243,34 5 RELOCATE Y BACKFLOW' 2 K'1...7) 01; W. , DEVICE TO 11E USED FOR IF. IN ..35.94 8' N E. Cf3!•L1G ���CT TO EXIST. 232.&0 IN E. IE IN 23d.1t3 6" E. '. • 0 ( IN FEET ) 2" WATER R IRRIGATION IE IN 2-Vs,ilt I1` S,E. IE IN 237.()4 6- f• I Inch - 30 ft. A 11 l.2" STUB FOR IRRIGATION IE IN 23.4 SSI 8" O+J' W. Ili: OUT 236.94 !1' W, i CSD 4 OF o Al '"B NO. 990295 REVISED WATER LINE 01/18/0 -Est "AL ---� ..._., ......,...,. . . � •«TfIL'I61. 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