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11140 SW 68TH PARKWAY-2 r T., t' I, V, ; sr• / H �tH i t y qN gnI Q- Tfw„�aJ F e <' .. ..: ....u.++T �,T..:t., ,... --+,lF .:,1-,..... ,,. .. ._::.,...._:: ,._.-,.. ...-oa ..., aur> )1•,1,•."i1kWAwAJ..'r'° - ,..r..i....awe.YbY�Yli�liWifYM►++-.w.-tea.--+.. - :"..wu..,wl�u..u..........,,..._..•.-- ,.�,�--- uvMUJ..,tm.uwu.W+,e.ww ri:w.+...........w•+r .r.w«� «sV 1..A. ;... �� �..\b,A1ll...:�..l�s�:. "•...�..�IIrahw.n.�..urwv.c:,,-.._._.r.w.........-._�c.....,.�.�•r.r.�+lrw•-�.--..,�.,.-...ru�,.,.ahrs®rtiYi,iVfi4TAM ,�.r,rl -s�a,�..,".,...e.:.„. .. GENERAL GRADING NOTES: . . • S T U D 10 7_ C-GRADENOTF.S - 1. SOILS REPORT PROVIDED BY C'ARLSON GEOTECHIblICAL ON IN THE EVENT OF DISCREPANCIES BETWEEN THIS SHEET AND THE S01LS •� REPORT, THE RECOMMENDATIONS OF' THE SOILS REPORT SHALL GOVERN. / R��� ! ,CN _ RECEIVED • 2. ALL. GRADING OPERATIONS, EXCAVATION, FILL, COMPACTION TESTING AND S�_\7-�...�a�l N G b ECCE D BACKFILL SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER. • u NO FILL SHALL BE PLACED PRIOR TO APPROVAL OF THE SUBGRADE BY THE - - -;54_. EXISTINC CONTOUR LINE E&SL ffs • SOILS ENGINEER. COMPACTION SHALL BE DONE IN ACCORDANCE TO THE RECOMMENDATIONS OF THE SOILS REPORT. NEW CONTOUR LINE ® ■ CATCH BASIN CITY 0i-TIGARU " �"�-� ►may BILILD ING.D=91101V• :'• r 3. TNF. CONTRACTOR SHALL BE RESPONSISLF• FCR r'Y ADDITIONAL COSTS @ • MANHOLE • INCURRED FOR INSPECTION AND TESTING OF SC) c� DUE TO FAILURE TO COMPLY NTH THE MINIMUM REQUIREMENTS OF THE. SOILS REPORT. EXISTING SPOT ELEVATIC'i� CID_) �, FIREUTILITY POLE .;° : %•% �•• FIRE HYDRANT 4. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES �1-54-.5--- NEW SPOT ELEVATION R METER ARCHITECTURE ARE TO BE THE SAME AS ADJACENT SIDEWAI..KS, CURBS, OR THE OBVIOUS � PROVIDE STAKE. SEE SF--:'C'S V UTILITY VAULT I N C O � ' O R A Y E � GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADF- ARE GIVEN. ROUND OFF SURFACES, AVOID �.�� SURFACE DRAINAGE FLO1W TRANSFORMER AND PAD ABRUPT CHANGE' IN LEVELS. 'GH GRADE TO ALLOW FOR DEPTH OF ® ® VALVE BOX COVER tiAlaQr�� I4 1 AR "WI4410 CONCRETE SLABS, WALKS, AND 1 .,IR BASE COURSES. GRADE FOR PAVE DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND ELEVATION 0* .�� LIGH1 PULE h��mm B.M.PROVIDE FOR SURF-ACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS OF B.M. BENCH MARK id PACING MATERIAI_ TOC TOP 4F CURB WALL MOUNTED LIGHT ;'.ISH GRADING: AT COMPLETION CLF JOB AND AFTER BACKFILLING BY OTHER BOO BOTTOM OF CURBFIRE DEPARTMENT CONNECTION CRAFTS HAS BEEN COMPLETED, REFILL M_ COMPACT AREAS WHICH HAVE MH MANHOLE } SETTILD OR ERODED TO BRING TO FINAL GRADES. Ce CATCH BASIN GRADING TOLERANCES: . T.O,W. TOP OF WAIL ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: t0.1 FT. FINISH GRADE PRIOR 10 PLACING RNAL SURFACING: #0.03 FT. B.O.V►'. BOTTOM OF WALL 5. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO d 56 PE SIZES AND LEVELS SF,OWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL.. { OREGON, m EXCAVATOR(S) MUST COMPLY WITH U.R.S. 7--•7.541 THROUGH 757.571; _ EXCAVATOR(S) SHAD. NOTIFY ALL UTIUTY COMPANIES FOR LINE LOCATIONS 72 �� �� ►s' 2�� HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTFD AT THE CONTRACTOR'S EXPENSE. 6. EFFECTIVE EROSION; CONTROL IS REQUIRED EROSION CONTROL DEVICES MUST tXPIP,ES: 12/31,/t�rj BE INSTALLED ANO MAINTAINED MEETING THE CITYS REQUIREMENTS. THE CITY P MAY, AT ANY TIME, ORDER CORREC 9VE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. r111�I1No ► ?. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTrtOLLED M F WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE O1NpAr � PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTE61 ARE NOT M ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE I ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE • � CONTROL PROJECT If 2W4-1© 8. ROUGH GRADES TO BE HELD 6" BELOW FINISH GRADE IN PLANTING BEDS AND 3" IN LAWN AREAS FOR PLACEMENT OF TOPSOIL. ROUGH GRADE TO DAM 04/14 FACILITATE ALL PROPOSED DRAINAGE PATTERNS AND SLOPE AWAY FROM ALL STRUCTURES OR SITE FACILITIES AT A, MINIMUM OF 2% GRADE. ROUGH I GRADING SHALL REMOVE ALL CLODS, ROOTS, STONES OR CONSTRUCTIONS, DEBRIS IN LANDSCAPE AREAS. 9. STOCKPiL" EXISTING TOPSOIL ON-SITE WHEN POSSIBLE FOR USE IN LANDSCAPE �A S AREAS. THIS S•T,)CK-PILED TOPSOIL SHALL BE FREE FROM STONES, WITHOUT CHIM. ADMIXTURE Of SUBSOIL, CLAY, LUMPS, NOXIOUS WEEDS, GRASSES (SUCH AS: HORSETAIL, QUACKGRASS, JOHNSON GRASS, OR THEIR ROOTS), OR MATERIAL DETRIMENTAL TO PLANT GROWTH THAT HINDER GRADING, PLANTING, OR MAINTENANCE OPERATICA`S. PROTECT STOCKPILED TOPSOIL. FROM EROSION AND x DO NOT M( VE IN A FF,OZEN OR SATURATED CONDITION. -.j ' 1C• 5% MAXIMUM SLOPE 'EXCLUDING RAMPS) AT PEDESTRIAN SIDEWALK CONNECTIONS FROM PUBUC R.O W. TO BUILDING ENTRANCES. 11. 2% MAXIWk! `:LOPE AT ALL HANDICAPPED PARKING SPACES. x1165!bh ROCK Wild_ 5 j 8" IRON ROD WITH r e' sA �s��� -� r - -- -*��5°�_- :_';-x��' - i ,%41 p LAS FIR p3 /YE:LLOW PLASTIC CAP `-�16_ _ `3• e�6A k�� �.5� 6? ¢''% iy ? _*�'",�s`�}� r= �i ,' rr f-y�i i r AK �r '\ l'\ �` ,'' i r1 1 1- r -./'Sl T UGA1 PA.pP10�A ,' 9, / ---------- - -- I{.�� \ r r ' / i'WHIT 0, t„�/.' ♦ \ .i 1 -T r , a7 Mi.S! DR! '116 l�ll COPY aA. - '+ L, .? i , r !B/lG'i:.5 Lhld_., ♦ ♦ h 1 t , 1 ' ' 28 (�j` C V �• __ __- 3C1 T, .ISA 1 -A- ' ' i * O 'F -26 4!0..' 4' ' _ �� .` _ -------- - - - - - -- - - - - S61'48'4t"tN-500.54',(,S01'47'31 00.63')/ , I _ * �� , 1 y qg \ ,\9 \ gg�` \� r .` \ ts•- x2 ae.71� CtEGON AS►'� \ \� ----- \, `\ ---- - - �g} �---- - _ - - - '- EN , I W - Mr RETA kING WALL- f� , , .,END WALL ' '� ' '��1 'µ1��� , D`W L4L f ' ,\ RETAIL NG AIL W x ,C` l '�.T \ _t�� 0j18\ORI tee\ \ \ ♦ ♦ \` ` _-__ 28� *2' \\ ge IAze `♦ \ `\ \ \ �\ \ \x�• \ SWC..\ Y / ` `--- - ® - _ ® c� S. ® r �. 00 1 iy \ 'CR `'I `` �� ` *2\� \ `\ • �._, \` --_-_ _ 273: I �� f.~ , 00 ♦ ♦ \ ♦ •\\I 1 ♦ 'R60\ALDE ;�/ 't f -^ \ \ ♦ ♦ ♦ ♦ ♦ ♦�` iJ ' �� \ \ \� ` % ` ` '�� ♦♦ >`• \\`,- ' - - Iri'�� 1 _ '� • L , - - - -l� I / • 3.D ' I I 1,ti • , �� \ 8; r. 28.Z `�_ • �' 1 I _7` `\ `` ♦\ \` • \ ♦ \ ♦ ` \ `,� `\ t �R� A 60A �- aQ _ ti_ �' Z `I93� I --` 1 , �1r - A9 �' ''i >1�bQy ♦\ `♦ `♦ `\♦`\\ \\`\\ \ : _. xDEFtr-\`�" \`\ -YY ` \ T`B.N. y,�tiklf• � - - - I� �' _ 1, I - , a' ; .0. _ _ $ orae. ¢ x \ + ♦ \ \ \ `♦ '11l2u' UkIP `<. �-! _\ } ♦ g 39 I ;i a. , colv�c, AC ro vACT � K J i If J��I....�r, 1 c.� ,. .\+' \` .` . •\` \ `\ \`,3- � - `6-- \ �\ • \W /•-c\ •i� \, `-_ \, cOwc,Tcr c<am�^r cw T wwn.CT_Cow - `+`\ ` ` ` • X24 ` "`'T• `!'J \__ \`'1 \ '�--•..'•"_`.'. .\ ♦ EMT) WALL /r �' 1 �; , ♦0n ♦ gA ,�80. 1�': x \\`\` ` ``+``•` `\ ` ` ,` 'l`-�-' dp ,;�, H 5 �3;�� ` ` �'_g--- - - --- ° 273 - - - •5� ----. ,. �S - 277.2\ \ \ \ ` . .� POND 7. iy 27Q' h/ ' ', \ 9A a°Do N \ ♦ I \ \ZREQ - ..�` _ =t - STRUC'TURISp1 W \ Z� J - - -- 1 + '`*�9•";";;;;;; Ixg65l. WVL,. arpa� \� \-' `\ = - .t-- ` ' - IM 11.0 ? ' ' ` ' ' ' 2 7 E•iD WALL * CN ` 5.41. ~RED\AL R\ \Y j 1 W W �� ' �, Ei �\ ?�j! lig \ i x 1 \6 N 1i^, \`♦\♦\ \ ♦ ♦\\\ ♦ \\ x 26 1,.flJYUSV/hA _ ,,� >< 66. ? Rh(Y 1 � 1, - - j _ - ;272.!) n - 014 7 `�� ♦ \ ` `\ ? ` \ 1/(1l ' jt'!/(/ � �i 1Y0.'Tt7\Wl`R` \ 1 d �, 71. r - -- . `+`\♦ 1 t'QI(� ' y- t� 1 SANITARY EASEMENT'♦ \ `'` REQ AL n� t FITEPR ��:•��� * �C � oo, eon `R\ �A1\'GSA�fLX ALCA`.+ ` ``\, `j --- - - - T �♦ d/,WLS ♦` 1 `'..a;r�'�?y,I-'- - n`-"INF. _ `` ♦ \` `�'I �1' _ 275. N2'16.8 � ° REI) ALDER, �-_4-,'*e; J `x`7 \:.. 1 t 27 5 ^ arr_ �IuLt ? ` o '=.dam" _ ►��--. .e1 , , \\ ♦♦\ 272.5 3 275. -';�v' ,"�•E 48.37 _ 2e 1, r r W� \`� 2� 271.8 - - _-.. zi1� A \ 275.0 _ - ' "t/� 48.29 ) '°'�36 �u i i , " e��c�S' - j_.- - - - - - - - ASS SCRI W IN , r IRE4 (1::{ X03 6_--- -- ■2s .s �� , r 1 m �-` - - ' - - - - - - - '\� ---- `\ �C 'O .Jf \! O ` A a-y 2 Jx11 1 `1 \\. ^ . � d I i ��� 6' � 3 SI�EWhLK 1 \\F�:?' N,S• `2 7x1.7 Lu t tt' -�--- , , �, C O AREA DRAINREA DRAIN �. 71.73 ' 5/8 REC AL-O ,- , , _ / r^ YELLO'N PLAT{E;4�� -- SIB" IF20 RaD IIWIIfH 0%, i i ' ' ��� _ 1 RIt�0272.2\' RIM 272.3 -_ 3 ' .•:�` r,R1 e, W PLASTIC CAP / ��, r * `x�,. , 275.53:%" . . a BURIED 42o STEEL C-ULVERT \,;.t\-a- --LLA , 1 1 UNE OF FUTURE-y "L\ AREA DRAIN/ - . /6 ° �� - _ Wr INLET \` :\�\ -�. \ `W �• ♦ ' ' • ' W iNBSTrEyRtNh,R�ED ADDITION CITY ND v . . \ . . ' r ' ' '*24.z�ieM^I�pYi( :x1151 RIM 275.0 � 'A� 24' DR)VEWAY P � q.. � 3 IE, CMP `. \\ ',','/; ` ^�• 1 \ TIS 1 \-\N - ' , 19.93 STA , � a ,\ _ L�'!; 27 .5 �l' K LIST K _ 271.E �y,�� Ro �.' - - _ \ f A \\ \`\ \ ♦ \ \, 'i, �. '.� .L. , 271.2 72. 6/4i�7 '1. ,(%/1 '77 71.5 GAL•Y.I SLOPE 5kSE' ,ENT - CENTERLI 15.00' WIDE \ `�� µ �'. ^\%+r `�W ,, ` �L`� PERMANET SLOPE - _ ,� a . R EA MENT �\ \`\ \ / r 1 !l r►�. - _ EASEMENT RECORDED-S 0 *�� y a 1--j274,11 ' SENIE \ - CB r ANUARY 17, 1946 AS/\, p\yl\�`� :_`' 12"IE CM� W 271.33 RECORDED N I 11, ' `W h�1 ' -' STS MH JM RIM 27O 8 �7 i1p. 1968 IN B00 720, PAGE \ +`\\ \ `�r -egg, s\ � IM 271.1 I ? �o ' fEE N0. 86002747_ _ f �� \ EXISnNGI \ ` *a PLANTER; STRIP 532 \ \ � \ � � \ ,, S \ `o. `V `'•� . -�'S'�.c� ,, \ � g•6_ �. ,fir EXISTING CURE \ 1DI ` CATI TO REN,,',. 271.0 .a� ------ LINE _ - - 0. Y,� ' , • �� ' _ <7 INSTALL 9' ;IOEWALK ALON� c h / �= ` r 8 \ SINE 71 0 �' R 3 OQ " �, _ ; 4 ' 1 � Rlti-277 � E I 7 S ,��, 1 y•' \ r _ ` , - � � FRONTAGE, PLANTER STRIP ' 7 I - _._-y�1}�Ao \ C�,TERLIN�-fi5.00' (IDE � ,�,1 �_ - 271 NI In 'F i 1 I yy 26865 PUBLIC STORM ORAIN>p,C,E o - a _ ' -- - * R2.75'-4'. E _ ---- - ----- -- _ --- - - i�oP•- - - - --=------ \9 FE g 268-08 2 E ? ' WID�1 IES 1 I i \ �� EASEMENT \\ - �� I -i°' / o. 113 U 1 _ NO '� 1 44') 5 ` a' ~1. 6 .89 LXI�fING ' • ,' - y 5 R;wEXYSTINti. i �A,1 F66 - - - - �� cy,r ,... EXISTING 5 r' it8 °� qQ,-- -- �- a wv ` .t \ ~+i �. rli�n_ �B t2 7 D2 '� '� SIDEWALK TO .�,,, BE REMOVED pop 1 ` \ EXISTIN PBR95SSCREW_ __ SIDEWALK 12"IE CMP N - 2 .4.79 OF R W ' OWING 20' DRIVEWAY PE:F2 PLANTERSTRIP -TW SID 12"IE CMP SE - 264 47 P A �,_r - :%' .� \ RMAN12"IE P W - 267.47 CITY STANDARD, cnt�lN (RIM= 72-5.65) ? �! ° 1 V,� � x1�--�''' 21"IE CMP N - 268.15 , ap �` ap - �_ aQ� �} ge5`1 _ .g9g �i / 12"IE CMP E -' 268.63 L Z •.��s °�, - - -�'�% ` '1 ---- -- * ----- �- - --- - '. --- - � -- / 15"IE CMP S - 268.31 1 a s , ` OF F4W _ '" -✓ /� 12 IE - 1 ,_ ® CMP SW 268.39 I �! � � �-"_- -__ W, ✓ RAW � 1 ra fRLIA_'168_`321 ' r / ,-27U , _- / EXIb�TiNG CUR Qp 12"IE CMP N - 265 57 ® , yelp-= 4pAroved.�i C,kY.R.lwr,A ARD„.,,,.•,. •(A)• 10 - og --_-- . �,c 69 s9) Conditionally Appmved........................ .( J: �' Wc� 1�o e „1� •1° r i1• °�__ - OMH (RIM=2 A CMP W - 257.83 For only the work as described In: OI 24-IE CMP E 258.31 PERMT NO.•4LM te•S- o0 i5-L �� �- 12"IE CMP NE - 259.0` See Letter 1o: Follow............................. 256.19 rVlo .lt.,�'f,� 1- ..[ lli R M- 7 ,i.�IH�$1M�Z0.341 24"IE CMP E O r.' p✓�1,> S�dA,(1 �t A L.1 r f+►,1� / J(�,.�(...�r1t Attach. .. ..( SSMH (RIM•27�4T /' -� I=�� iE N - 260 ''0 24"IF CMP W - 255.69 �0 0 1 1�� ,� �n � {, IE NE - 258.20 �QMt! (RIM-_Z7Q � «' - �� 15"II CMP N - 257.21 Job Address: t'' RISER 26E �5 _ 79 IE SE - 266.87 21"IE CMF S - 256 ?2 �� �(�,,( Pty moo+.\^ I�+c.c,'4'a'*✓ ' 11L. __.f�_G---�----1`� iE SW - 259.10 15"IE CMP N - 26C.71 IE ® l 36"IE CMP NE 255 Vc�✓ I�Y: ,••��1.,'1�1� Wk,._ Date: yrc IE S - 258.96 t 5"IE CMP 5 - 260.58 30E CMF SW - 255 60 r1�p•� Cb 1.r •'�- ✓ 12-IE CMP NW - 261.35 0-re..� •� •���'� ` SITE GRAQING KLAN �'�~ � LEW'1� ZSc VAN V•LEET INC. .�.�.�,., (��as•�.�i ^S �, {-1-u.•c "�'t CCINSLILTING ENGINEERS _._ 1 -20 �►a c�l'9 L;►.tet/ 70 0 20 ._.._. � � P.-rva.1�, �to✓w S+t�•v 1 1�0 evr boon ;�� rood • s►,.� t" s:'r�z i t 4j A e"k 4 r E�IaSITE GRADING ra5550033r@1085.1206 06.9809 r>s;one t" PLAN 1 Or 4 i - 4O11R1AMI14OM►IC'hft fK ' mak.. :•.,n. 3��'��"'.. ..v....1.LYYio"'cA -s _ cl wy,. _ >1�� LE011111 QTY STP.Ip • Itj ► I t ► 1t1 I+t IN 1 tlir- W r S l 5X• �111[h Llwfl hill 1 v « I 11 4,711EWRNWIF 1 I r Y r+r� f y f , • I ' _ v..- t•i �,,:" � -dell t , v1y' wi r :•a p I _- .t.k.,t•r.�t.�•M:•it .. ... ..e.' ,. , _ .. ri�r.�.ar.W4ai:rca+w.r' +ri.�...._,�.��....�.✓..w � .,. - �-�.,-v..�.v�......l.r.:u�.w.r.�....:�.t . ,. � iii �.,n•,�,- . ,+,n,., � ' w1a _• r.rt -.-,.nr,:w,wosinoa•r,,,::+-:.:�A�4•YW�P7WY�Vw..e�rtY�A1W. rCinW ..w.:.: ...„.......u,rr+r..wY .>ro..ea.,.sµ .n.-........".......,..r.:._._...�.... -........_ __..-. ....._..,... ....-_.._..o. .. SIuT1LIT1LS LEGEND : . . . ;.. : : • : : GENERAL UTILITY NOTE • . . • .--- II"SAN -- NEW SANITARY .'4 L�E� U L ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL. STATE AND _.___ _ "SAN - EXISTING SANITARY ® CATCH BASIN LOCAL ,JIJRISDIGTONS, AND THE CURRENT EDITION OF THE UNIFORM PLUMBING __ ... _ #"STS -- NEW STORM SEWER • M ANHC�� .�. .•' • CODE AND UNIFORM WILDING (:SDE. - -- • - �t"STS - EXISTING STORM SEWER u nu n' P7L1' •• '. WATERLINE MAIFRIAI.., TO WITHIN FIVE FEET OF BUILDING: FIRE LINES: _ .._�q - NEIN WATER �� �� TILE IRON TITAN JOINT CONFORMING TO AWWA. C-151, CLASS 52 _-" '•• • DUCT. - REWIRED BY LOCAL WATER DEPARTMENT --w - EXISTING WATER ,,� �\ FIRE hIYDRANT 1 TES.- TEST AND STERIU7E AS n AND UNIFORM PLUMBING C013E• ._._..---DW DOMESTIC WATER U � METER ,. :1. • FW FIRE WATER -Q: UTILITY VAULT: ; • :.• 3 TERMINATE BUILDING FIRE SEPM'-,E AT 5' FROIA BUILDING. p - NEW GAS ARCH !T CTU R E - EXISTING GAS 0T �T TRANSFORMER.Atfb•P,ID: � � ! N C O It r O R A T E D 4 FIRE DEPARTMENT CONNECTION (FDC) LOCATIONS AND 9ZES TO BE =2 OOMMLIM ST.te COORDINATED WITH SPRINKLER CONTRACTOR. PLACEMENT MUST BE WITHIN 70' E NEW ELECTRICAL ♦I' LIGHT POLE . . I -- -- EXISTING ELECTRICAL � -�- WALL MOUNTED LIGHT mAmot 1-83 0 OF FIRE HYDRANT. T SANITARY SEWER UNCS UNDER OR WITHIN 5' OF THE T Y NEW TELEPHONE LINE G♦ �< FIRE DEPARTMENT CONNECTION ftSOL30CAM 5. ALL STORM AND S 11`I BUILDING OR WITH LESS THAN 15" OF COVER SHALL BE - ; - EXISTING TELEPHONE UNE � h ') OU Tr_ADE OF E B SCHEJ]. 40 D.W.V., D.I.P., OR CyDO. ALL OTHER SEWER LINES MAY BE PVC - OH ---- EXISTING OVERHEAD LINE 04 VALVE 3034 MATERIAL, UNLESS NOTED OTHERWISE'CURRENT UNIFORM PLUMBING IE INVERT ELEVATION O O CLEANOUT 6. PROVIDE CLEANOIJTS AS REQUIRED IN THE CU NG C.O. CLEAN OUT 10, THF,UST BLOCK CURE CHAPTER 7, SECTION 707 AND 719, AND CHAPTER 11, SECTION 1103.4. MH MAN HOLE NOTE: ALL REQUIRED CLEANOUTS MAY NOT E SHOWNUT ON IdS L E PLANS. CB CATCH BASIN C "AN T TO BE INSTALLED AT ALL . 5623 PE 7. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE BA ON FIELD OBSERVATION AND CITY RECORDS. CONTRACTOR SHALL VERIFY AND CONFIRM c� EXISTING CONDITIONS PRION TO COMMENCING WORK. NOTIFY ENGINEER OF i DISCREPANCIES. �(�YNOTE� l� �OR G �± B THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT --- ' SHOW EVERY OFFSET, BEND CR ELBOW � REQUIRED FOR INSTALLATION IN IY,E _ �p v,? ,r �� �^ SPACE PROVIDED. THEY DO HOT SHOW EVERY DIMENS;'Nd, COMPONENT 01 INSTALL MANHOLE OVER EXISTING STORM LINE. AND ROUTE NORTH 10 OUTFALL ti g pICK` PIECE, SECTION, JOINT OR FITIII`IG REWIRED TO COMPLETE THE c SHALL BE t;IRED T AND COORDINATED WITH TO EXISTING CREEK. LINE WEST OF NEW MANHOLE TO BE ABANDONED. (REit)IOVE UNDER BUILDING) _ ALL LOCATIONS FOR WORK ! EXPIRES; CONDITIONS IN ME FIELD BEFORE BEGINNING CONSTRUCTION- EXISTING EXISTING AEP?H AND LOCATION OF 24" CMP. �-J EXISTING si EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, � INSTALL 1" DOMESTIC WATER METER AND 1-7¢" DOUBLE Ch'SC". VALVE PER CITY OF TIGARD SHALL BEING SUCH D PERMITTED IT LOCAL PUBLIC OCA1IAUTHON BYIES WITH STANDARDS. PROVIDE 1-V SERVICE LINE TO BUILDING. -Immowi�mPROVI JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISC!?EPANGES. O PROVIDE STORM LATcRAL TO DOWNSPOUT (DS) LOCATION. DOWNSPOUT LOCATIONS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED WITH ARCHITECTURAL PLANS. DO NO CONNECT �a ��� 9. WORK WITHIN THE PUBLIC R.O.W. MAY REQUIRE A PUBLIC WORKS PERMIT. DOWNSPOUTS TO FOUNDATION DRAIN. RIMS TO FINISH GF;ADE, WHERE REQUIRED. >tMM ` 10. ADJUST ALL MANHOLE U INSTALL WATER QU=tLITY MANHOLE PER CWS STANDARDS . SEE DETAIL SHEET. 11. RIM 271.1 pto*a# UTILITIES SHOWN TERMINATE 5' FROM BUILDING. FEE PLUMBING/MECHANICAL 1� CONTINUATION WITHIN BUILDING. CONFIRM LOCATIONS PRIOR TO 6"}F IN(E) 263.51 DATE:FOR INCE ONSTRUCTIUN. ) 26P.25 PLAN �1 ,y C 8"IE OUT(N) 268.15 s 12. ALL FIRE HYDRANTS TO BE PLACED 3' MIN. FROM BACK OF CURB. ���� : 7 13. INSTALLATION OF THE UNDERGROUND FIRE UNE TO BE INSTALLED AS PER G RIP-RAP OUTFALL SEE C4 195`5 EDITION OF NEPA 24. ON SHALL MEET �'�� �' FOUNDATION DRAIN PER STRUCTURAL PLANS. } Bw 14. ALL BEDDING AND BACKFILLING MATERIAL AND INSTALLATION ? PIPING MANUFAC'TURER'S SPECIFICATION REQUIREMENTS, ALONG WITH A Q INSTALL BACKFI.Ov! VALVE PRIOR TO CONNECTING FOOTING DRAIN TO STORM UNE. ,HE PIPI (� MINIMUM DEPTH OF BURIAL. WHEN FIRE PROTECTION, INCLUDING FIRE APPARATUS ACCESS ROADS AND WATER SUPPLIES FOR FIRE PROTECTION, IS REQUIRED TO BE INSTALLED, SUCH PROTErT1ON SHALL EE INSTALLED AND MADE SERVICEABLE PRIOR TO AND MAINT NED THROUGHOUT THE TIME OF AND CONSTUCTIO . THIS APPROVALOFALI_ FIRE ILUDES LLINES ARID nRE HYDRANTS. UFC 90D INSPEC-11ONS, FLUSHING AND 11.3 15. CONTRACTOR TO COORDINATE PRIVATE UTIU'Y SERVICES (POWER, CO.&E, TELEPHONE, GAS) WITH LOCAL UTILITY PROVIDER. LOCATION OF ANY PIPING. METERS, VAULTS, IRANSFCAMERS, PEDESTALS, ETC. TO BE: COORPMATED W1TN ARCHITECT/OWNER. TRENCHING AND CONDUIT TO BE PRO`JIDED BY ROCK Wk L J `� --- _- - _ __ CON UNLESS 'OTHERWISE DIRECTED BY UTILITY PROVIDER. ____ __ __ -_ - _ r r ` :.._ _ , , ' , �f,��^( FIR ' �•--�� l `if -_tee o�_ _-__ " - - s r , t I- %', pLASf - _T_ �`�PSf:L ifIT.SCi:4?NA7'10/AA AWHIft OW +YELLf , --_` -�-_ �, - -� ♦ ` � �i% a �`'5/$" IRON ROD WITH , ' . ov-5 ,OW PLASTIC CAP `-----,-l---,-- \'m` �600 ----------- ♦ j �� ,rr' ',r�'' 1t j ,' , -1t 1 �' _ \- _" t`-===`-- - _ V 4 \�� �r ♦` +`-- - ---------- ------------ - x20, ' C'�tEGON ASH, \ \. _ .._- \`` `, ",` . ♦ ---- -------------------- - - - - - - _' -, t Das �e a .- p,7yfti/JA ,\ ---- - - - - - - - ---280 -- - --- 03 �� X" f VL ,18',DR1r \ \ \ `♦ ` `♦ '- - - - -- - - - - ate• ® c_-� �m a--^ `it ♦` ♦ ♦ , ♦ •♦♦' •♦1� `♦' \ -`�- \` I ♦ ♦` 1 A _ - - - - - - - % _ _ t A4y .S.pC cui kc ` L� Qp _ ♦ ♦ , ` 1 T �..�\` \ \ .\ ♦,� ♦ E L' - - - - _ - - _ - __ ACT - t N ` - �. l p-A DER`� '"1, - A<. cwvAc a t I °D - -- ---- - �� , CosACT Ac _-ACT- ger comp c `'�APPROXIMATE LOCATION, ----- _ \♦ ••\ ` ♦. ♦.gyp` . ` ♦ .♦ q/.G GR` -<\`\`�♦\ ' ♦\. `� `� _ - - + OF S70RM DRAIN PER ' , l z --- ' L'�♦ cgi2OCK. CF;�EIC ♦ ♦ ♦ ♦ `♦``V..�, .. \-- �� \'•'� <\_r`` ♦ 6 _ - _' �..+ �' CIco TY OF TIGAF D t �, c° `- -- - ! syf .r� _ \ \. � , \ ._,,��.-. _ . . - - - �►-„� '� (R�LOR0 SHOW 12"`LINES __ _ __--- - -- - J ` 11604 . al�s� l )-10R E H 5 �h y 27 :`,`� -- - ...��' CBI i ---- ` 9 ,•, '�' ; "\ ,� � m ,{�._ _ `,rT...J --�-PONCE 08 LF_- �. r 8"IE 268.88 RIM 271.0 S Slti ' _ SfiftUCTU 1 �s " p 2 r 1 - D. 00 _h - - _ __ .- TED 24 �.�--- IE 269.0 , '� 6 REA A DEQ i _ _ + ' , 1 RELOCA .► C.O. .Tiii.�S=�tLOQ ' ♦♦♦ ♦ `� . ♦; s.4r { =REO\AL R\ __ '26 , 1 1 1 1 .` e T - _4 STS_ $ ♦♦�`♦ `; ♦;♦ ♦ �;. Z�f/�VL?wrry - 'f _ CHERIRYN1 11 1 , , '1 �� � . '��. \` ----- - S O.D100 �� ♦\♦♦♦♦ ♦ ♦ ` ♦` ♦ ` \ \ t/. .\ .,IDE '\ �f , 1 , r♦� , ' C.0. �P � ,\ S , ♦ ?�O�`•` ": r, \ FLU AL � :4�N ���� SANITARY EASENIEh'fi` 4LYUS _ X w« -- • ; - •.! TYPICAL - - R 1.. \ REDO R �•'-II "•: "�IE$�6 ;�". , ` \` ,` % • 1 ��' \ `' B� ASS SCR€W IN 1•/ ALDE i,. M , yy♦ , _ "� 1 y ` ♦ , `, SIDEWALK / %0 u i btfl3 \ - i• 'r , `` \\`♦ , \Q, `♦ I / ` ' ' ` Rte♦ Li 48.37 , , , ,,p`�,, _ _ - - DS -� _ �► , 48 2y,•J- - - z�¢.36 '��, ' ' `, ;���a'��, �, �, - - - - - - - - _ " - - - 4'IE 270.5 6 "� A 3 "�' ,•�\• 6 Ap? `\ - _ . 4 /R,1.110303 6" - --- - - ,� � � d► 0 � � __- t ` �♦ hjl_w '\ \W ---- 1 \`I I.i�, I t f t� �\ t\ .4�1- _ DS2 RITE 27 � !E 270.45 ` ' . . 3, \ `� -\ - -\ 111 I I i , - ` , ` 1 1 1 / , ' w r �': + , \ -" \ , kiln i t 11 ,�, 4"IE 270.5 0 .J AREA DRAIN AD•1 N ` 5/$"JRt;N RnII` 3`?:REIN ALS - '- ' 1111 `� ` ♦ 1 1 1 LINE (3F FUTURE i DSI ♦ _ - ' `/ Ltd IRO , R D 1 WI�H , , 1'%l% , t 1 ,1 / , cA YELLOW Pj A$TrE;�A . 5/�,. , .--�-+, 1 1 1 RIM 7.75.0 o_ " - ?• _ ELLGW�PLASM0 CAP I,y ' i i 111 ' - ADDITION i �� �.'' ._ --.4 I 270.5 1 , , l� { 1 , 8 STS BURIED �2'IQi `,TESL CUL _ \ 1 1 '� ' ' �116STLRN' RED E`QAR, 1 I Sr.0.0100 �� - VNC. �-t7 . . 1J S T \ , 1 ' ♦;♦ .� \v' \ 1 T � ♦ i 'i i , 1 (�J� P1�,I' � �I ' ' ►� � K r N.IG•A::U ,6 .'�QiP- �" _ i , t ♦``\`-<\' \ta�, �\ , LldP \` ',, rSNt��A►Jx 1 `1 I ' ��J/�J I pE "! Cl,pj {,wlc \p S j' IMd 74.11 iN/ INLET ♦♦ - __ a; `S36W..\C Y�iO'19 ` -i r� tr '' 1 O' 0 - !w ♦ ,,V FF 2T?�6 PERMANET SLO « 11 .. , % �> 19 PIP - ' S ♦ "IE CM� W - 271.33 '•sV/ \� \ ' 1 / EASEMENT RECORDED \ .\ ♦♦ `. �',.;,168.0 r i - _ y I JANUARY 17, 1986 AS , ' ' PE EASEMEPJT ---__ RLI 15.00' WIDE ti \` . ���. \ ,y�I ,A,1 �� �/ - _ 4 _ CIE 268.61 �'\` So• fEE NO 86002742 _ - '� / t LIQ f 1 - - � � c ~ r S CENTS \ _ - 7 \ SEWER E^. _�•� 1 , � \ \,, ` � , ' - ; moi' O �\?6,r'O�,' DS4 � - '���� '��. 'P ^.�(" ��� � ; . i ED TOBER 11, ` �.-� \ ` ♦ i r. .\ i�r\ \. , , 1 t _ �a.� �h i N/,� x•, 4 It 270.5 �' Y�` " f , RECOF'D 720, PAGE \ ' �1. \ L ' o a I v , 1 IN BOO 0S5 �� 1968 \ '1 \\1 1\ 1 t� \ c'/ IE 270.5\ - 532 \ 1 \' 1\ -;�59 ,�pp\�i \ ir'.cU , ♦ I \ , t SSMH s.. 3"5T5 �" QS7 1' 6 i 3A0' i , J / - 267.67 �p� IE 7.70.5 a� IE W - 268.15 (D CB jS� .. .r ' SE - 268.08 l�l-� IM 270.8 IE TERUNE fi 0 268.8 x -- - --ceJ \, _ 7 � ---f'� �, \\ ^pUt�BI.IC STORM ORAINIPGE \ �- \it \a EASEMENT \ 121 44 NO 17111 1.44') wv tea-- W -_ W W Z W BR955-SGREW-1`2"IE CMF Pj- 26ti Z.9 R K ��� onuH --r- w - -__ W ----- yr - ---7--- w j,• �. - - - -1Tf SIDEW L " 1 12"IE CMP SE - 264 4. P A % / ' 21"I� F P N - 168.15 ` I ,' w � ,� � `, `ry � ' / ' 12"IE CMP E - 268.55 (RIM- 70 4 v w - 267.47 `,I \ I ' / / GM 1 - �..� Ti . / / ,5"IE CMP S - 268.31 ` \ 1 /��,�j'• - 268.39 t2"IE CMP 5W _ - ---- -=�- - -Ir`� \ _ S 0_0O77 \ rt 270265-57 - 265.57 -fes 12"IE CMP E , --- ""- 1` _\ -=--•`- 24"IE' CMP W - 257.83 _ - - _-- - 24"IE CMP E _ 258.31 12"IE CMP NE 259 05 24"IE: CMP E - 256.19 ���..�..w.�..l+!��•I•a•�' \ M�219 34) 24"IE CMP w - 255.69 IE N - 260.7r) 21"IE CMP S - 256 22 \ s 1 "ISE CMP N - 257.21 IE SE - 260 B7 C SAN .LRIM_=i7�$811 u rale:?70 9�I " IE NF :'S8 11) SfY� - 260 71 IE f? 12 RISER- 168 55 36"IE CMP NE - 255.79 IE Sw 1:59 10 15-IE CMP N 36"IE CMP SW - 255.60 IE •:. - 5 - 260.58 L E:VV I S & VAN V L E E T I N C�. 258 q6 15"IE CMP 12"IE CMP S - 261.35 Cf.]NEiULTINC. ENG6NEERS road SITE UTILITY SITE UTILITY LAN 1 20 eaoo wmi phones PLAN Z0 0 20 40 IJIIlB t 20d fax 2 of 4 ...... ••...,, "� ..ugy,..r ., .,,,•r-.... .._,. ... ...,,,,.-. ;.. ... �- , . w -• ... _vr ww"-.MIK Jill 1 �Mlii?w: .,Wil.r•m.k,r•.,:,. f.IRr. . ..✓ ....•✓".W*N..M/RWMMAMN r.-. ! 'i�y;A'K M".:.:',.a,.,... y:, . ..NMIytM'• ""tiM4by r'<I,••»Ik'-. .. {{`` . ISI / 9 1 _-72 23 24 ItIS 26 S?-7 'a 25X b _ Ay: p T !. .t l' { `dam 41 t t 1 � I ;:. ::Wi►'6i/i$73_,. 4'A+uri,L'�.r" I. ,. ..:, +.tk,S' tIa•..!il�i+u. _.. -.. .. ..;..4•iya`r,w,.,,.... ._ .. •,.,w�w•-. 1 -- • • _ S IT U _O. 1 0 ,,f • •• •• EROSION CONTROLNOTES, i OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE MTH LO'.A,, STATE, AND FEDERAL REGULATIONS THE IMPLEMENTATION OF THESE ESC PLANS AND CONST'\UCTION, MAINTENANCE, • REPLACEMENT. AND UPMAr,%NG OF THESE ESC FAOU71ES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE • • 0 0 • •• • LOTS ARE SOLC, 7 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY I N b f7 I T T U E MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, I ' NO DISTURBANCE BEYOND THE C\.EARING LIMITS SHALL BE PERMITTED. THE MARKINGS COUPAIM SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF � 4•I0 p cDNST,aucnoN. 4 THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. ` THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR J {' ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACIU71ES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 56237 E THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND OR G MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. v ti 2 9� oZ 15 2� C`AE' AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THEN 1/3 THE BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO EXPIRES: 12/311/tj PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. �1�oowsa��■ooI■ 8 STABIUZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REOUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR41114111 IN CNNM� � THE DURATION OF THE PROJECT. �l STORM DRAIN INLETS, BASINS, AND ARFA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR WGETA71044 IS RE-ESTABUSHED. DIA' 0�,/14�lOQS 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF REV CONSTRUCTION, DRAWN QY: AAZS I 12. !F THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER 1ST E THROUGH APRIL 30TH. THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT SEE THE EROSION PREVENT.ON AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. t 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN ;LIQTATION IS FULLY ' ES-ABL'SHED. w� � ROCK WA4L i = 3 , F/ IRON ROD WITH - - - :___ ; LA J 8 W PLASTIC CAP 1}�1 ,r 116° �_ _ � 4,- 1�� * _" `''--_ `-"_ r""_ +s'L�F•.-:�' rr i i i� .1 , `- '\ OS , -r,.• y _- - mil r -�Lr=-_ y^'.!i i ` '�' i, ' 1 1 •='' n;lC: .-CA/Ta1.t91'.9JA YELLOW t ;r 4 _:�- - :t _ r ,' f ��`fryHa+IoTr7 OAK ��- '' 1 ' -r 1 :t:�' \ ®1 i6 -•119 • --� �` `------- -_,�y�-- ��- ' ' ,� ' , i'i'!vo � * - 1' ,� '\ _ `` `* `` -``` ``` `• `, `` ` - -- -*---- _ SCIt118 4t`iJ"5CiQ5� i1'4?'3t '4V 1' , 1 ' ' * 1 ' 1` % 1 mi , \ --- �} _ 77 r , 115��� ' i ' ' AEGON A$I''� \ \� �� ``� `--_-__- , ,, 1 � � � - T-O.W---- - ---- --` - • / `t 1Y w 1 1 \\ r l! Jt `28 ,�O`t'� i �„✓�";,tom•\JP.+^ `\• _ \ \ , ` "_� ' `` ` _ --- ""Ly 280 , * S '- • `% ""a ♦ ^.rte., ♦ �♦ - \ \ .\ `i� ` ` y1 \ �f ,` `� - ��1 sty O O /� ® , M1 co \ ..\ ♦ ly��i �4\♦ ♦ ```RbD�c+�DE{�� •`' ` \f \ \i__•. ` _-�YC- '1_ _ _ �^ - �" - `,., t 1 '1 t , ♦ �1>� 1`, lT�` • `< % ♦ ;♦ ♦ `♦ `� \ - e - IRDEI�'r-,_ `y \\a' •j� ^ T � ' .-- •� ,Tot,4, `''. �'. 1 -..c^-'�• \ ` _- -_-_ - ,/ a ... 1 Il \ 1 \ \ y O` \J \ \� \ �,---------- % `���� `� �.�J `tet�iI"Ir- \ \`�` `\ 1�♦ - �- �� ------ -- _ y _ (. `` . .�' p�9•. ., �'knR E H 5 �?2 - \`,'b 1 -- - - - - -- ' 2'3 - '13 INLET BARRIER. - `` ' 1 1 0 ` \ c v 0 `: ? __-QOT+[Q DO Z'1 i2"�_ TYPICAL SEE 1 i \ \I 14 00 ` o. - E.D' a DETt , �,�,-` - Yi -- ----- - -STRt1C�lJR - .11 7_?E_ T1s= DETAIL SHEET C4 CB ?, ^'^,.13' `� ,\ ` ` C Q ;PsZ°� ` ` 6''� •s�eRv... - _ , --- _ �� !?IM 271.0 ? 91 X 04 `*, �`` ♦;;� ♦`�� ♦ 1L6 '��.•� \` \\ _`.- G;W�18.�"-1 1 1 1 t t�j � t / y1 , \ 1 ♦ ` ♦ ` ♦ ♦ ` ` ♦ 541- RED\/+Lt7ER\ ''� L->fi•,Z�. ' ' ' 1 '' .--./'I' ` ♦ `♦\♦+;♦ ♦``\ \;``� _j��1. ER�TY 11 1 ' -----__-�� n \ / c 9.1 , t 1 1 1 ` . \ \\ y2 �� �� 1 \ ♦ ` ` ♦ ♦ \s�'�i"cJ\^ I cY•�ro���pI.'�4'Ct1U.V7�A 7L. ----------- , \ t SANITARY EASEMENT;` - jE�P /N., ------ � AL.V�IR( N '-' UL:CA. \1• S� .�2 r >� ```1IM$ ::'�\\\\ Z *111 ii app. .�,.,,.. w. . FED ALOEfZ-�- ♦ may,.,; / "26J a1 } \ _ __ r� ����-"R Lal ` 7-_/ _ M/ •K`�` ` G:CaUV7_E 48' - \\ ■ ' 1 ` o _ t.8 _ - - - 1 2, \ * , -,_ BRASS SCREW IN \ •,, b . ., 48.29') . \ 36 \ 1 , .� - - SIDEWALK ��.: � w \I 1 1 ' ' ? � o�. --- - --- - - - 2 � ` ' ,AL Ip; 3O346 _ --- , -- --- - - -- �� '\ -- ♦ `♦ %1� 11\ l -� Q����' Q - � ` \ `\` * '�, \\J' 1\t� ' _ •', � \ \ 1 ! gpMom 1 ` 5/8 RIl•��T.�..� v� A A *11\9e 1 YELLOW Pl, Cp` \`.�` iFlw't�e�. l�W`,PL'AST1C CAP I ' �/ ,'i�i1i I `� i_ - ` UNE OF FUTURE AREA DRAIN ADIJ, 275-` - _ - ' U BURPED 42',0 STEEL CULVERT \. t ,. , , 1 �a _ - �, __ _ :�s`s .� •; _\�s�- \ 1 1 �1VBSTFRfJ1 R A 1 I275.0 't / ADDITION . * IM ` 1/!/ INLET * `IE. '/�,'/�'*�\ Lf 27 `- A K �U$7 K 014- 3r �_- neo `�\ 'S1wl► c ZG0�9 - ;'/'� i `\ ,�,i.` 271.5 I 72. rYOg jK7 JGolc�:;;t - t ' 1 L EASEMENT \ ! s`. r -- PERMANET SLOPE ` 3 SLOPE CENTERLI 15.00 WADE `* �� �\\� ♦ " ���''� ` I I .7 pr-_ EASEMENT RECORDED v 0 \ 'r, `*' C 4? �` _ XVI' t 2'IE CM 2`j1.33 SEWER EA MENT \ `\ ` `.`�. ,' r \ r,►\' _ _ _ - __ ti' JANUARY 17. 1986 AS 1 / TOBER 11, 1 ` .� \�2I�� , ( • \ i;, RMA-271L�_ - _ , , RECORDED J'��~ _ / \� so FEE N0. 86002742 PAGE \ 1 \ ♦ `_' s11\ •\ /-/\ \ ` /� `e��\�0.,'� 1968 IN B 720. \ \ 11 \ *7e61°' ,' ' / \\ 1- ''��j, 532 \ \I \ N 1 , \ r `�� *1rj•o'// \��: v, \ , 1 1 �� t / -- * ' \\\ .'!��\ ACK f C � - - � � 5 � � �/ � � ' ; cSMH PRIM-2774,x} \ - _ _ I , IE N 26 \X orb\\`- RUN 00 apD \ \\ - N 9 56^E / = -- - - ' 1 1-�... ...t- ; i IE W 26815 ; -------------------1' \1�\ \ PUBIC STORM D08 RAINAG \ ,�•__ - pcA•--- - - --- _ _ 2 - - IE SE - \4\EASEMENT \ - •�` �� �9 _ pg� aEDIMENTATIUN INCE• ' \ _ tip, _ j TYPICAL SEE DETAIL SHEET C4. I N \ 11 _ _ 1 - ja Iy ---T'--Z�'- - NMV k � �-� / }..S~ M . ` , •t MV �B -t,•. - 9 7i � 'j,�., 6Y rt [n "+�....�� W •/ ,% ,! % R SCRFW X268 6E� ®� �1 ��• GRAVEL CONSTRUCTION - -TP(SIDEWALK 12"IE CM. N 2 Q K Qu_ SEE DETAIL 12`IE CMP SE - 264.47 i� s7 - i - _ A� cnuH (R M=275.6 , \ 12-►E P W - 267.47 C4. C 6 268-15 �+ ' � o `��--_�.� / 12 E CMP E - 268.63 •.�A --'----- --=�- �05_ i'_ - -- - ---- 1-- - - ;\ �. 15"IE CMP S - 268.31 12'IE CM►- ;w - 268.39 270 t IE CMF N - 265.57 rnuH (RtM.269-59) 24"IE CMP W - X57.83 24`IE CMP E 258.31 4' .". � � �..•, ,� SDMH (RImt-2u_51 12"lE CMP NE - 259.05 IM=270 50_i ►�N _t�131M=27�V 24"IE CUP E 256 I o 'L,30, IE N - 260.70 24'IE CMP W - 255.65 IE NE - 258 2n 'td!#196� GI�LRIIlE=ZL4�Q� 15"IE CMP N - 257.21 t'IE CMP 5 - 256.22 �-� IE A t 2" RISER- 268.55 36-IE CMP NE - 255.79 IE Sf. - 260.87 2 IE SW 259 't' t 5"IE CMP N - 260-71 IE S - 56 9E 15'IE CMP S - 260.58 36'IE CMP SW - 255.60 12"IE CMP NW - 261.35 EROSION CONTROL PLAN LEWIS SU & VAN VEERS INC . -_ 1 - CONSULTING ENGINEERS �, 9-1ory%2 rood EROSION CONTROL 20 0 20 4c PLAN f. dS3.T 2iT6 k■ M 3014 Po MONO I .. ... O•"qA•,� ... �.'" .. ;; . , ,-. .. _.,; .. .,v ...,w-..,, .... ,:.e.:.. ..w Aa.4wr•.•.y1.4�,. •wW,f. ..0,4lNiw/W+4'A: YW.....,. .+ ...a..i.. ..,.. -... ... t as.:e�.l.. .{. Ait - �.y;,r"...+�f+H�•,.hal.,-p.: ' 110 I;.fltr,t k'.E I`$Il,lilit�ll I1Ir11 fl{, I,IId IIIA 1/1I 1111 i�r`{ 9Ullyiyl 1;'tI II4>r,I1I1!f?! I!>.1 IIIc III';fI'1 7:+!;!717 li i ',U+I,fl f » !! . ��i�T � VA?Y� � 1 1 td I � � ( I 1 � � - � - I � Y �.IIf 111�'i1Z11! .�i;,ifi,fe,,,.:1•.11 -. t +� � � � � � I� 1 I 1� 1`dt) 14 �• 17 ii iV�:. s>!t� 3+ �� ltd •. ,.- a• a4� �G " t f 4 " fu tk t' i jrr b >fG 5q ,•Ay tr�'� r��l x, ? b 5•f•5r y M ys� C 'r-. ,'� ... ' 1`-fir e��..i.,.,�lir'.Ys3irY.a1(1�'`sn. '.tt `.�'- Ls�Y���a��yu....x:.e...�.s��_+9:`/Y!`.a�� •��Mf�ii§YMW/itiY lYlY11Y1bM`tYil/�rilYt.brr� aza.., u yy �.m _ T U 10 r d. ` • 2' THICK, 30°00 P.5-I. GRAY MOON, HEAVY DUTY CAST IRON GRATE. •`• • •,• •• • • : CATCH BASIN GRATE ' 1' RE BAR FOR BAG R'E MO V AL S`' ••• pew" �G :. • RIM ELEVATION y ; `- SEE PL/VFILTER FABRIC MATER'AL9N RNT -USE STITCHED LOOPS CATCH 8ASV+ EXPAN ARCHITECTURE 36 MADE RUL. - 2'X2'X�' RUBBER BLOCKS . . ,/ I N C 0 R P 0 R A T I D 3' r�nb+(r� OVER 2'x 2 POSTS v ►. ' �! stopq a, •: - IPE fNVERT WK Or "m44" ,,, +;' }}// ► _ :t74% i t SEE PLAN R SKJO&AM 40 4L ITOPM PfPE--- .� • 1 1 0 S ::• O RADIUS = 25' MW :••► i; POLYPRIIPLENE • A • -_ m ]''t `.� r• - - FILTER SACK (WOVEN) 04 TRAP MATH 4' A -- - - :�!..: :. ' CLEAN PIT RUN OR Y-MM1U5 GRAVEL C!i' o ; I M I - _� CLEANOUT PLUG � "GRADE REWORCEMEENT .e��• L- - --j� - - - - -J ��� ►��` S 6 AfAX11Al�@.1 SPACING ' WOVEN POLYPROPLENE SACK c�EOTtxTxF. 'S ` °"'� 2 56���E FRONT V I �1v PRO' i L E OEPTH NOTES. T N OR SOU ARE A- CATCH SASN N TC BE rONSTRU:TED OF i G GAUG>= (IdINMl11A) 5TE �i` OR E C NTS ~� WITH ALL ✓DMd'.5 WELDED. CA CY BA9N CAN BE ROU m _ CATCH BASH') GR4TE •24' �. FOR �� FAl,tlLY AND OtjP'LEX I2ESipQiT1AL g-- CALK t� TC CA!JC1NG HUB. �• � *• 'Lv" �C C- SET CAID- BASIN ON 6' THICK COWACTED CRUSHED �ti �Q D- BACKFiJ.ROCK OR �CPUND BASE. BASIN MATH COMPACTED CRUSHED ROCK S 0 yK _ PiTI.YI'ROP'�ENE GRAVEL CONSTRUCTION EXPIRES: 112/31 RAMP ENTRANCE NOTES: CATCH BAST `. BOOT R4 ,. B0 FILTER FABRIC s' .�_� '- ' OVERFLOW ANGLE FILTER FABRIC PAVE)fa:T 4 CATCH BASIN M MMM/ FEN"E TO ASSURE SOIL IS TRAPPED --, vERTK.uLY 13F1.�►► Fves+�rD GRADri_ - - C 2 Y x 2 FF. P14- CR STEEL FENCE >'CST`� STORM PIPE '• : ���� �/ /� X�/ •. • _ �A���l teQ�� + 1 ._•r P1Ti YPROPL E1� /�\�;\ A 1 3. POSTS To 8E INSTALLED ON •:`. /\� UPHRL SDE OF SLOPE. -. ' ' FILTER SACK (MON-�"OVEN? ;' , -.• • •_.. // p faf X064-10 f• U- ��\ 4. (:73&FACT BOIDES CIF FkTER FAMC j4• �.'• ~}.4' ' •�.•e: N O i 90710 SL \ DAM. "n 4/2 s \ T SSE FAY - - s PANELS MUST BE PLACED 20' LONG By 2'0' WOE x +C TO SPACING NOW-WOVEN P O L Y P R O P L E N E SACK 8' DEQ of -Y•' MINUS CLEAN RfXX � , tNTERLOCKEC TABLE a-7 - 2-x 2 POS -`c 50' LONG BY tt 0' WIDE �VM BY: em c AND ATTACH NOTE: 3--6' CLEAN OCK. _ 1. RECESSED CURB INLET CATCH BASINS MUST BE GOVERNING AUTHORITY MAY REOUIRE ' PLAN VItW BLOCKED MIEN USING FILTER FABRIC INLET SACKS. SUB-SOIGEOTE(TLE FMPIN tO PREVENT A A SUB-SOIL PUMPING. ►t.,►tY v�'TSr NTS SIZE OF FILTER FABRIC INLET SACKS TO BE A_ HE REaJ s~A- DETERMINED BY MANUFACTURER. y AS- E �s OF AN'. &N-sTL. M,��a.�' � GRAVEL CONSTRUCTION EN i RANCE ` GAJ w� mo ;� !\ Y �_ r �� WT,=T PPE NOT TC Ex 1 SEDWENTATIaN FENCE TYPICAL 2 INLET ��AR�<IER, TYPICAL_ �4 �- �T N.T. �- �� 3 Cq%„� �__ v-,E_ -OR x��- _ZM Nd.Y.s. d �-IN_ r8'; jY'it0 �►•G a'- r 4 E 10-SEDT c SUL4P VJLJME AVAILABL-E 1 MINIMUM MA,XIMUw S&9 CF 95.1 CF CF a 84• 101 a lig.4 1-7. K PRO IX Spr_w 4_ :op -\� PLAN R`WIRFoDgTS F_x=ED.%C !92-3 o OF BANK SUMm VOILUME REOVREMEN'S TOP/ E,.E'YATiCr: 271.C: 20 CF/1 o CFS OF �'_o* 5t-9 3 M1kWjW REJk OVERFLOW ELEV 270+.0 0 Dr-TzTITi�i SURF'AU E•.�•'. 270.0 R�1^vAt3_E MlATE7tT1'1IT 1 + l 0 J OLTLE r ow CriNTRM Y 272. ORIFICE WA -TY SURFAC:.• Q�. §9.1 = RLA"r OR DL<!TLE IRDN PIK 'T' I \'y, !E 269.E t - OR APDROVED }M C\ 2-96" ORIFICE -� ' - Fl,ia� z F- --" OUTLE7 IE 269.' • lrlET , f b' �?•` ,. �� _�� t2' RISER � �li,/�'�, • �� ,,pp��� 1.15' ORI I.^� MV PLATE fi"IE 268-25 = _Y - a• c F FOR WATER QUAUN PATE AND �� •� �Z - . t;AnaEIm- SEE IE 2fi7.CI tY ^� Z , DWG. NO. 546) PONS BOTi OkI ELE-Y- 257.0 A 8-STS OUT J L7 c Y- ( j� we op ;,asp r,ow� lT a+ ,, c » •-----�! Cm Omar 5Lww:s+c ` ------' .•{ _T � v pEp ARLAIXE � Y - _tr M: 257.0 4 ABS 8 • 9��ww� w '� �• �' � S'rT- E]FAM�• N co-xm NA i n S .� 60' 40,r1MlA. _MF � ST4:M•L� 5'iEE.. ylNC AAC 5'Alk'-=� �/ 140 UJ :£-'' I Ir sump A (J --ANCHOR TO WALL WITH • - -- - FOA DETrJ1TlONSTAINLESS -' s-*� SAM- 'T BF Y/•• Dr :' �x ,"96 ORIFI STAIdLE.S STEEL RISER CLAMP • -• • � � � ELEY 265.5 - 12 MINIMUM - B. a OR 2' MIN. STAINLESS STEEL • -�yaYa'•� i3�TE ,4Y , >, 0 A T BAND AND STAHXSS STEEL -t spp D j ANCHORS. MINIMUM OF 2 ' y iI-Y ;• s'^.r+ss 5'ET- 90.'Ea-4- (/W) 'a OLAW a0m commm .�. M 04NED AFVs ONLY 1 j P'ACF-S. A1IR TO ME bfJ04ANICAI PLJG 9tt SLOP VOUAE I131IIEIEI15T _ Q �+ o Irl 1 Ar SECTION A t 3-0 ✓ INFLOW = 1.60 CFS ' . SZE •T MEVMT IAM• ' _ / REG'D SUMP VOLUME = 32 0 CF UNN Tau +_4 (w vw 41riE T/6 dYdll�l� >�E ;..tw r�.ur•c uclor ''�� ! \. Y CAMP DETAIL _ 1/2' SELF TA-PPING CONCPSTE AW-14ORS- SE';TIpN A-A i,SE M#NiIYfH REQUIRED MANHOLE) CF - PHIL�.JPS ' 12 OR APPROVED QUAL ?' X36 DEPTH MATIi 60' MANHOLE] ;SECIKIN A-'•A) d t 1/2* z 1-112" STAViLESS STEEL- BOLT. CL N g �TAL �J - _ idll 41k t 4 r z MAX \ WATER QUALITY NS'�.; I- CQ14NtECT1NIG PPE AND TEE SHALL BE AWWA C-900 OR ASTIM 3034 PVC- "� -f1 ' ' Servkvs Al'Z CVNF SIZE LARCH MAN THE CRIFKX OFtNN'1G- MANHOLE N 0 LE I'�`' � r t �?. /' Our OY➢.nYtnent Rix STF"TUCL RES SI4A-L CONFORM T) EAN WATER SERVICES $TANDARf; URAMAI�G N0. 259. DiT � � -�- 2 i�! NSM-ET- �?AiMNC �C. 5�5 I$"Vf51<� M_03 I r I 1 FRAME AND GRATE91ALL CONFCM TD STA An DRAWING N0. :60r PTCI? IN117 FRAME ABO GRATE. OUTLET PIPE PLAN EEVAlION (IE) Fm A- PER PLAN t AND (LADE SMALL ESE SECURED FLUSH AGAINST WALL OAF" STtUCTIJRE , AS APPROVED. - 6 Ol�T1_ET STRUCTURE - ` t 0 V a X-c-OUTET5 CLEANOUT fief YL'rrpIAc c--CO 3 4 7. 1 -° ,. PPE MATERILL t" PLAN < O 1. RACAL MATFAAL IS TU BE MISHED AGGREGATE 2 ALL BIOGIL1 Tn BE COMPACTED. � MSiALL RSA-RAS � . TO TOE OF SLOPE QF- T5 t t- %VM OUT M MATCH 9LOPF- OF E49AN, MENT r"^ 2 PI ASC£ 12' rOCXWSS OF 'LASS 100 RIP-RW 4RO-W PIPE OU' AIL \. 3. EXTEND Rfp-RAP 2' AWYK �'E. ;' EITl Sr £ "o BLOW PWT TU TC`F OF S L.CIPS AS SHORAN. LEWIS !Sc VAN VL-EE•T It4C . CONSULTING ENI'T!NE:ERS PIPE OU TF-ALL DETAIL l*w w =.. rood 4 �s�+ DETAIL SIAM r, c-OU TF ALL2 1 = 1 Na., fi r►A l IldS.12Qs k*. • q r 1 "O�N 4'N�. Yyl[ lYFki"Il!- 4,6 - 4 •' ' Yt"R41M+,,#' ',ver:.4-"H"AR. ;!�} IN►"<Wv.MMly.uu....Fr,.._. _ ....rr..+wfr...wt /MSM/•.'.-.newAF'1M/ry..�lt'erM91DM+.wr -....r .-,.rw..",n ....m.n. ..... YwiWil..Ww.h mre.v." .... - �..-w...,: w.rwM.'ri•••rwTw•w••a-..r..+...•yp�.•-ar ... ....,.- • a �f� !i! •t,Mt. 0 4 4 ."I 3 SIF 1l`' 20 27 BIR^ 910 3025X w, a r. a i r ♦. . r` .a r • a r , A Y D a 7 v i :;+r / 9 ;i • •• •• •• • • • • • S T U -..D 10 --- PLAN NOTES: _ :•: : :•• •.• :.• • • • • a --_ - - - 1/ UNE DEUNEATES TOP OF DANK AT NATER COURSE L-11BIKERACKS PER DETAIL FOR 3 OR 4 BIKE PARKING SPACES @ 24r WIDE 6'-0'LONG EACH,SEE 92 l6 CENTEI UNE OF WATER COURSE ••• • • • • ` "` • • • • ••• e I 0 1 1 1 q •k5PriAIT CONCRETE PAVEMENT PER PAVEMENT SECTION,DETAIL e,1.2 ••• 0.: •' '•• ••• • • (�I SUPER SIZE TRASH ENCLOSURE W/GATES PER PRdN_DISPOSAL REOUIREMEfJTS,SEE - �� I.21.2 1.2 2n1 4'REINFORCED CONCRETE WALKS ON b'COMPACTED BASE ROCK (� NEW CONCRETE SIDEWALK TO CI TY Or Tl&lRD STANDAF.DS,V-0'WIDE WITH INBOARD EDGE ALONG -J ••• • •'• • •• 3 PROPERTY UNE. ?1 NEW CONCRETE WALK CONNECTING BUILDING TO SIDEWALK" i •• ;. :•• : : • • • • • • • • • • (� NEW PLANTING STRIP BETWEEN EDGE OE SIDEWALK AND BACK Oi:CONCRcTE CURB,VARIES IN WIf)TH AS 22 TRANSFORMER AND PAD LOCATION • °•• • • • • • •• "' �'J REQUIRED. EXISTING FIRE HYDRANT 23 CONCRETE PAD AT MECHANICAL ROOM ENTRY Cl L J 24 LOW CONCRETE RETAINING WALL PER STRUCTURAL ARCHITECT U R L a UNE OF SLOPE EASEMENT AS kcCURT?ED 4125 FUTURE BUILDING EXPANSION I N C G R P O R A T E U 1- EXISTING 42'0 STEEL CULVERT TO REMAIN 2126 CONCRETE CURB ADJACENT TO PARKING SPACES PER DETAIL D12 222 COMMERCIAL ST. NE (� EXISTING SANITARY SEWER EASEMENT THROUGH PROPERTY SALEM,OR 97301-3410 LJ 27 CONCRETE CURB ADJACENT TO DRIVEWAY AREA OR CONCRETE WALKS PER DETAIL D12 P: 503.390.6500 a FASTING STREET LIGHT TO REMAIN 1 F: 503.300.6501 10 TYPICAL ACCESSIBLE PARKING SPACE SIGN,DETAIL 1 .� www.studialarchitedure.com I HATCHED AREA DESIGNATES AREA OE VISUAL CLEAQANCE,ADJAC:ENT TO DRIVEWAY TYPICAL WHEEL STOP,SEE DET JL 4 �ARC)12 1.2 09 C13 C7 3 �'� 13 HANDICAPPED PARKING SYMBOL,DETAIL r,� 14 ACCESSIBLE RAMP AT CURB,DETAIL �1 "`��� LEO LOWER 15 OUTDOOR EXERCISE YARD WITH BARK APPLICATION ^' • ,OREGON 16 UNE T_1EUNEATES 50'RIP^RIAN ZONE ADJACENT TO WATER COUPLA,PER REPORT PREPARED BY ETC. OF iN TILE PANT C WU10S.16E DLSCCWERED BFiM/FEN THE ORIGIN&i1GNED AND SEKED FKI�_UMFNTS PREPARED BY INE ARCHITECTS AND/UR THEIR COWULTANTS,AND ANY COPY Of TNf DOCUMENTS TRANSMITTED BY MAL,FAX, EUCTRONKALLY OR OTHERWISE,Uit ORIGINAL W.;NSU AND SEALED DOCUTAENTS SNAIL GOVERN PROJECT # 2004-10 DATE: 02/21/2005 REVISIONS r DATE: 04/14/2005 DESIGN REVIEW MODIFICATIONS ZONING: MUE SITE AREA= 53,298.66 s.f. = 1.223 ACRES ROCK WALL' - I•-...r I _' 3� _ .6 1 '1 JrT c' 1 5/8" IRON ROD WITH - = r * -- -- p� YELLOW PLASTIC CAP �P, * p a h 01 7� *116 +2�6A �p,p �" �.' �% � / / 1 S'B /1077:1/CA TAXI�J A r _ -•_.. � � 'Wl1-i�l� U 3"•,o/3T CPI -- �F-•/35•.. yP *213' 08 i _ + S91-4 5005.4' (SM r31'w 500.63') ! / / 16E �3 , -bREG N Sw - -�. - - _ _._._.. 26 *21 �" 26 * stip \` ••/18 DRIP _-- --- + - G N :.`\ �\ \ \ •� \ -7, 77- OR- - in 12 - aau.cT DEU O �n••a awm 1'J ti..� c...nI f I \- ---\ -­ I I _k " - -\.,- --- - ­­. - . - - f. - r r 8"41�24� DRIP oo••.a * cPjlYtr• �`11 lb '�`�_ -`?� _ j' PACES @ 10 0' -4-SPACES®8'-0' 8 0' 3 ACES(g�8-tT EA! 4 SP �a?10'0'�1 q 0' SPACES®10'-0•EA 3 SPACES @ 8-0'EA B (Y /SPACES C 8' EA 3 SPACES® 1 '.t; T b'� 'TO'� � 10.O0D ?D. r- '- `\ \x 1 f Z�5.15 i eg q'3 217.0' 32'-0' X4.0' G•ll 4(70' 24'-0' 32'4r 30-0' 1 � fM'NLoH �` 0 ` \' '{ = *� 1` b c APPROXIMATE OCAT1 _ _ ��. �.. z # ti•_ - PER z •/ ' u \ a ry OF STORM DRAIN7� *2 " ZONING r- r \\ •\ \ � R A DER • . � ^-�. -�-- -----.�^ �. 1 ^iT OF ` a12 �� 1t^Fr1e ED. 16 �, 1�" INE• / r \� _ 49 W,263 \ 22 rCORC r)% L i > 26 ! _.�.tLN `RED AL I � ER Y 1 ' A * -- 9"0/10. RIPRF D;L , `C L 63 •� e ',' ., .;.E. 9 ALN . .• f/N • .21� 3 27 + ,� „ 11 , \3 \�`, ��. T�` oRio '��\���; 13►2 1- - T SP �" C^�It n,Rb p f cLeucA \�� �\\ 1�, ,;• JANUARY 1 �5 ,' ii r 9.83 �1e5. �•��� ` V �• , •- , SEE; ALDER• �c`;r 463 41 ._.., � � \�•\ !' ` *21 24 EE 6002 2 �FI>° 2 � 1 \ 36" IE CMP SW 60._9 1 1 25 1•'' �p� d j �(� ti; W �L � W�' �» •;.- 3'�' 7 E 48.51 2 ��� � �\� - _ - - / '1 � � tN- pQ`r• � " BRASS SCF�W IN 3'03 'W 49.2"8 T�26 .5B► 1 { I T 1537-0' 26'-0' ° 0" / •X11`y 1 ti SIDEWALK C) 1 5/8'` 1 TtOT� tH P ki1� - } I i -'•----- - - a b ea l �? / _y_ Fl YELLOW'PLt120M,, Rd10 WI TF1 \• U . `\ t STI„ C/P ` `1� ( v _ ✓ %2i / / Y 25 j-� r. •/ i.r. 1 1 t►L. 1 . `� TARN(RED CEDAR, b / .51 _ STIRh CATH 1 v 11 L 1 2' " " 3� •/ LJLJ +-` - � \\�. \` //�2 5 CIRIP CE E LIE 15. ,0' WIDE i0Rfu1 DkAINAGP ` I ttSGU5T t•,� 3 / 16 EE _ / 10•t/2D' GRIP \ O • % �� CENTERLINE 15.00 WIDE * \ •� �\ 1 - - - 'JT - NEW V I ARM (� SEWER EASEMENT -.." �� _ ,1 �\ :� ,�,i: RECORDED OCTOBER 11, 19 ir[ I 24"IE CM W n 1 1968 IN BOOK 720, PAGE 1 ,�6• \ ~ ;,�.� �'� , 24 CMP. ! .94 '7 d 532 \ 1\ \ " / ��tr ,�- = 27 'L _ 0. ,Qi► 267.4 - __ fi ////V4r _02-k ° ^� '❑ �` SSMN (RIM=277 36j \ i 10 =__ --_--� M r 6 \ e IE N - 267.61 / o / ' ;a nr IE W - 268.15 e 9 + Li IE- SE - 268.08 �. �~ 13 E �' �' f 1�'4` . • y: _ - s.BB 21 �` '� � 7 �� �� -T_� _._--__--+---=- �-��.- - _ :a ; v •.� � ,• ,{,;, -'fit ,17 � -r� --- 1 _ 2116g�� •! 7 � •fi e _ - - -��` 9.26W" n VL - 9 ; BRASS IS IN I °•/ �/, C3 SIDEWALK c. / •� \ \ 1p 21 /ilk ' /: • e 21"IE CMP N - 268.15 2154 f / i ' � 12"IE CIA? E _ 268.63 r^ CID i CA \0-- --- g 02 .16�g1 9. i / � �/ V q�- � �>A� V � • � � �/ 15"IE CMP S 268.31 12"IE CMP SW 268.39 ob __ '� •tu" _ ' r �_ ` . . - - - I R+M= 24-IE CMP E - '256.19 7 \SDMr{ �IMr270.5Q) _ 24"IE CMP W - 255.64 (RIM 2.0.80) rp IM=270.80) 15"IE CMP N - 257.21 IE S 250. U IE NE - 258.20 ��Ab IM=�Z9�9�i� IE SE - 2fi0. i 2.1"IE CMP 5 256.22 c;t.. IE SW - 259.10 ;'"IE CMP N - 260.71 1E �1 12" RISER- 268.55 36"IE CMP NE -- 255.79 IE S - 258.96 15"IE CMP S - 260.58 36"IE CMP SW 255 60 1 12"IE CMP NW - 261.35 - T_ SHEET PPPAl el I 1 SITE PIAN : �I✓':�4b+rM'e±�i.sr,.,..tr xw�rlke'hb�::rr,E. �;+n.:...„,ice' .....:ikn,a:�i�b.�aY.ir�+S7R� o _ I. .. rrr - +W.!,4M'71M9N'"t.,wM1vF4t.M�!f1A+A,!wNl!g1aR'�`MixM .. wv� � .. ....._.-, --.-.. _ -_-.. -n.•,+..+... • •' i ri i w- 11 111 r 11 j 11 r i•i i l+.t t �+erw MIMw•l,.n..,.'..,+�I+sl!T.x+..,. -•--• . .. ....- 5 r y It I �► Itlllll Illllli?I IlltIllil tily1NI owfll fll;lltll,ili+11!11 :Iillilt ulfwffy STM�tP : MY w r is 1 cl .. Kt4 !dl iii ICS I L'1 1 3 4Y to I? 1 A 1� 7� �L d t , 79"�' , T - ..I A 11��ei , a r 1 � t e ;1 #Ii ' _ i l 4,N - • ae.w.wwu.avW..s,..-...c«.✓,....-...+...., ,......_.......,.,.+.�,. .....,...w..w..w,.,.a,.au..edlayL+«..row4.u,..i(uww66.u.+a-va,.,•.uwA a..rr.uaw..u...awln:.xVauaw..,....._. STUDIO GENERAL GRADING NOTES: C s REPORT PROVIDED BY CAR 508 GEOTECHNICAL OTECHAL ON whyaUL L_2Q RECEIVED i. „ 5OSCI 1 IN THE EVENT OF DISCREPANCIES dCTWEEN T"S SKEET AND THE SOILS SITE GRADING LE N REPORT, 717E RECOMMENDATIONS OF Ti}'iE SOILS REPORT SHALL GOVERN _MD APR 1 2. Ali GRADING OPERATIONS. t=XCAVATIrIN, FiLL. COMPACTION TESTING AND BACKFILL- SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER- EXISTING CONTOUR UNE 1 CITY OF i wAnt, 110 ILL SitALL BE PLACED PRIOR TO APPROVAL OF THE SUBGRADE BY THE CATCH BASIN MKOING DIVIS10r,- SOILS ENGINEER. COMPACTION SHAD_ BE DONE IN ACCORDANCE TO THE �,�.._..-15F.,-�•---�,�y NEW CONTOUR LINE @ MANHOLE RECOMMENDATIONS OF THE SOILS REPORT. C� ) 3. THE CONTRACTOR SHALL BE RESPONSIBFOit ANY ADDITIONAL COS'I,S UTILITY POLE LE INCURRED FOR INSPECTION ANO TESTING OF SOILS DUE TO FAILURE TO r COMPLY WITH THE MWIMitJM REQUIRfJ,fENTS OF THE SOILS REPORT, EXISTING SPOT ELEVA PION � �� FIRE HYDRANT ARCHITECTURE 4. ROUC,T'1 GRADING: BRING ALL FINISH ( RDFS TO APPROXIMATE LEVELS 154.5 W, M METER /'i I� I T E T U R E I r RIDES /- NEW SPOT ELEVATION INDI.ATED. WHERE GRADES ARE NOT UT.iE:FtWISE INDICATED. FINISH G PROVIDE STAKE. SEE SPE: ''S ❑V UTILITY VAULT 1 1+1 C O R ' O k A Y !' n M ARE TO BE THE' SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR COPES �� T T TRANSFORMER AND PAD G Er; S AVOID SURFACE DRAINAGE FLOW ❑ ❑ �G .3410 4. BETWEEN POINTS WHERE GRADES ARE GIWEN. POUND OFF SURF ® � VALVE BOX CO FR $A(!�CSR f7�1X410 ABRUPT CHANCES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF CONCRETE SLABS, WALKS, AND 'THEIR BASE COUi2Sf_S. (;RADE FOR PAVED ELEV. ELEVATION ," h ,r � •�- LIGHT POLE DRIVES AND PAVED PARKINS AREAS AS INDICATED AND SPECIFIED HEREIN, AND B.M. BENCH (dAFiK LIGHT h � PROVIDE FOP. SURFACE DRAINAGE AS SHOWN, ALLOWN, FOP THICKNESS OF TOC TOP OF CURB -o- -< WALL MOUNTED TCO /I\ , I . SURFACING MATERIAL HCC BOTTOM OF CURB K �{ FIRE DEPARTMENT CONNECTION nNISH GRADING: AT COMPLETION OF M AND AFTER BACKFILLING BY OTHER MH MANHOLE CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVECB CATCH BASIN p� T.O.W. SETTLEL\ OR ERODED TO BRING TO FINAL GRADES. GkADINGT`JLER+NC£S: .O.W. TOP OF WALL O.O.W. ROUGH GRADE AT PAIE' D OR LANDSCAPED AREAS: 10.1 FT. BO(iuM OF WALL 56237PE S FINISH GRADE PRIOR TO PLACING FINAL `.JRFACING' ±0.03 FT. 5. EXCAVATION: EXCAVATE FOR SIAAS, PAVING, AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE ANC RON m�1 0' FOR PROPER COMPACTION OF REQUIRED BACKFILUNG MATERIAL. y5, EXCAVATOR(S) MUST COMPLY WITH O.H.S. 757.541 THROUGH 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR 'JNE LOCATIONS 72 S HOURS MINIMUM PRIOR TO STMT OF- WORK. DAMAGE TO UTILITIES SHALL BE Q2/ ( ) EXPIRES: 12/3' CORRECTED AT THE CONTRt.CTOP'S EXPENSE. 6- EFFECTIVE FROSiON CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAIN iAINED MEETING THE OTYS REQUIREMENTS. THE CITY MAY, AT ANY TIME, OFtDER CORRECTIVE ACTION AND STOPPAr,F OF WORK TC MM ACrOMPUSH Fs-FECTiVE EROSION CON Tr OL. 7. ER-ECTiVI-_ DRAINAGE CON'ROL IS REOUIM G`tAiNAGE SHALL BE CONTROLLED S WITHIN THE WORK SITE AND '.MALI_ BE SO ROUTL0 'r IAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING Sr_:"ZIIA ARE NOT aAIAm ADVt,RSELY IMPACTED. THE CITY MAY, AT ANY TME, ORDER CORRECTIVE ACTIO" MID STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CON119 Jt_, DAM w4am 8. ROUGH GRADES TO BE HELD n' BELOW FINISH GRADE IN PLAN7ING BIDS AND 3' IN LAWN AhEAS FOR PLACEMENT OF TOPSOIL. ROIJGH GRADE TO FACILITATE ALL PROPOSED DRAINAGE PATTERNS AND SLOPE AWAY FROM ALL STRUCTURES OR SITE FACILITIES AT A MINIMUM OF 2% GRADE. ROUGH �• GRADING SHALL REMOWF ALL CLODS, ROOTS. STONES OR CONSTP'JCTiON DEBRIS IN LANDSCAPE AREAS. CHKX. ED r 9. STOCKPILE EXISTING TOPSOIL ON-SiTE WHEN POSSIBLE FOR USE IN LANDSCAPE AREAS. THIS STOCK-PILED TOP.-OL SHALL BE ;-PEE FROM STONES, W,1THOUT ADMIXTURE OF SUBSOIL. CLAY, LUMPS, NOXIOUS WEEDS, GRASSES (SUCH AS: HG?SETAIL, OUAO XGRAS.S, JOHNSON GRASS, OR THEIR ROOTS), OR MATERIA,_ DETRIMENTAL TJ PLANT 'GROWTH THn? HINDER GRADING, PLANTING, OR MAINTENANCE OPERATiUNS. PROTECT STUnXPILED TOPSOIL FROM EROSICN A11D DO NOT MOVE IN A FROZEN OR SATURATitD CONDITION. 10. 5% MAXIMUM SLOPE (EXCLUDING RAMPS) AT PEDESTRIAN SIDEWALK CONNECTIONS FROM PUBLIC R.O.W. TO BUILDING ENTRANCES. ii. 2'X MAXIMUM SLOPE AT ALL HANDICAPPED PAP.KING SPACES. +16y�• ROCK WAIL - - - - -- - - - --- - - -- - - - -- '__--- ,1,•60 , i �i ,;" i y ) QO_+GLAS FIR IROti ROD WITH �� • - ' 2�� s1A• _ __: :�` >> ,�., •� *� s �'_ , _ %�-•�, 4'�A.tZM& 5/8- 6 - - t .�l•'�,-►6 :�� :.:a `.7l --'"'��_-- +-�_-_ �^ -� - i '/ -' �F'L!T OA�: ~ , ' A i �7•-i�Sy wry - - os -YELLOW PLaSttC CAP ,1;�. - y,\�`;- - - :^'�- "-' ff-j - - __ , b t[L ` l `�j -r �-- _ - fit, - p1 s i \ - - -t ------'y - - - '4f'W ��r"'�.473t `1! �/ / ,' , 'a '� • `� ' * ' 1g =29 181 _ _ , • ,� ,'P ------- - - - - -- S01 8 X005 X00. 'J'), ' ��r�� �� •�•r. 4 - `� `• i , {-' a• _ �' ` ` s - - -_ Ste- T 15' 1 - r , - c 10 --- -i T� i s s _ \ -- -_- -- -- - ?8\ -- 2940 - - tT .uA - -- - 1 \� . ,�'° ETID WALL- 0 WALL �_. - o J t�C,OAiTff1uJA` \\� \\\ i - RC f A1144 WNL - d--END WALT_ C\ \\ _ `\ \ '!1•� •\ \ /111;= `� `♦ _ ® ® { �s rI : ro ` ♦ �' `♦' -.\ \ sy ': �. _ - /-1� _ _ - _ 273 ``RGd: 3.0 g 277b. \`'.r \! sr ��';_ \ t -_� .- �;, • '-�' �:�p.;�_ - - - - - _ - -•�1 _ - - - - _ ( 2"33 -?. - .0.1 DEF y`Qti ♦ \~~ T\ 1l�LYL \ \t,...''2?1` R+F 9 - �. ` K - * `` `` •` ``��`♦\` ♦ ♦ ,y., rA:: -t.~ Ist - co •� ♦` { I �`�� \ �Y ` 1 '-�� M� END WALL ' � -- - - - -_ e 1J * /f�, - __ \. \ -- _ -. L• I 15 4 _ . �� -a J. _77.2 �6 �``` ` ♦ r+' !.�/ _ \ -�� f �w``�. .` 15'_ 1 cn 273�y - -- _ '�i - -_ _ - _ '1� �0_ _ !- POWOu �� _ . - - -- - - - - - -- - Air- ~` _ - - - U - \ � -_-- 1 CN S1i3UC - �j Et. WAIT ,� ' ' cn CN Ftp A!<DER -'jP. -` -- �7 IM 2 1.0 dr. 284 -- - - - _ __ 1•e •�'T`�``� �` \;``` f6-� •s ,SLY•. � \` \\ _ _ - - -t , , ,1 �, - - - -V� ji� ��.�� Nr� '- -18 a28►\8 � � • 5.4t•. Ir r RED\AL R. _.,1Z'•�- `:I66. _ o 27z. _ --- - - - '- -- - `�`````♦r;\`\;�`;♦ \'-Ti''�\i�� - - t -, -�a'C�ff�CIH�E�4'��,Vl� s A - t' - � 7 / 4- _71. s � �.� `, ', �\�♦�` `;?�Q` ♦;;�1 \ r� -__ -� �(P 72. re°�a1 ` ' SANITARY E�S�� !.' ` R` ~_ -' - �� ` A1uT2 am 2 ' ,•_ �{ 7 5 \ 2755 % v5.5 am 27 .6 ti .I � �e, a ems. �. �. % ;Zasar `. \ 275j ^� - 'R ,`C DER\ \ - - � ;�`z'A',, `s`t\�:\ 271.7 - - 272.5 1111\ `t t\ * 1►� ,t 1/� 0 -~ BRASS SCR+;W IN % a!+ 48.3 `` 111.8 ` 27.2 5 _ `` • 'S'i �:~ , E 2g')---. Z -36 'h � ' ` „ �� - - - - - - - - \ ` r 6. i_ SIDEWALK , '�'---- ♦ x126 � nt � i i s � i � �r���j - - - `` � ` , -� ,� -. I:,: 1" ' % ` 1 /. ♦~l i. �e,� f\�' -\r----- `` `♦\. s ' ` 46i I 99 AREA DRAIN \ \ AREA DRAT -' --- 71.73 ` 27 .1 RIS 2.3 - •' _ , a� J ROQ �Wlt(F! 9� YELLOW LA ♦C e+j` Rf ALS /�" IR Y tP t i 1. J/ - 2, / 6 - - BURIED 42'® STEL CULVERT � ~ ,'•�: ��'"•���__ L�pw'PLtASrTIC CAP� ' � i i;iti , � `'� ® UNE of FUTURE '.'`r.J` �t AREA DRAIN- BURIED _275.5 � / ` .\- s I , t •., , , , Ott ' ' , I - \ 9 � ` ' � t ` � • . � �t�V65T¢RN RED ADDITION '-;,1'1�5'i 0 _ - ► 24' DRIVEWAY P�,R `Q�`` 11�e�/ �`'� �N� i Ct"' STANDARDS ] W/ INLET `'�.`; t�'-� �`' ^ ,t ��� ` ♦ '�,'��'�,42�9. #%.s r •7 K ti=ST ~ \� \ S �... 275.93 Lf ; 1 ' `SW`c Yd?09 • '; tt r�,Lt 271.2 271.5 72Fr a Ro aplLdc:y� - / , �,p� \ >, ~♦ t - PERMANET SLOPE _ / SLVrL EASEMENT - • ,V ,t' _ E A.SEMENT RECORDED �V,V� \ -PI M� .t t 2y1 33 CENTERL 15.00' 'IDE ` \ , . �, �� \''. �` _ _ - - 1986 S P fi _.. : ti r, '` JANUARY 1 A \A '( c�� fEE NO- 86002 42 C t SEWER EA MEN?` \ t \ `� ;� \18S'�' , t \ \�� STS KIM - RI1M-27D 8 - - - ~ ��;`- `r0. - , ,\ - - _ ,' EXISTING .9`' �__._ _.. • _ `:Ili :__ �. RECORDED TOB_R 11, �T ��y \ •\�� . r .\ \\ M 271.1T �' \c� �O `PE PLAA'VTER. STRIR� A �� •i,i '�Ci� 1�. 1968 IN BO 7Z0, PAGE \ \, �`�,e1, \ ��� �\\ \ \Q O - -• � g9�'�p.�i' \� sr, _ter i � i -> 532 -`t\a�� '\ i2IVY EXLSTMG CURB ' -- \ DICATi TO REMAIN ' '~ sri in Stest "nes �� �' 171.0 71 f ��L4 ay'i� ---- - 40 \r iNSTALi 9' i1DEWAl1( ALONG i s -'FRIM=�277.�5� 1 1 �( LINE /1-77-7-�` -- - 8 FRONTAGE. PLANTER STRiP ' 7 tS t \ - \ __ .71 _ - ------ -- - - r - 268.15 \ N y'SE" W x �rbb \` �E TERLIN�1!5.00' 44 ` _ WIDTH YJtR1ES r ROM 2.75'-4'. �. +1 � � g,-moi,\. r.'.� g€?-Rraia96`� ilibncrete Fra[n� PU81.IC STORM 0 : .>b= a`_ t Rrsatres^;..I ' trot Ton(' EAS EN \ ♦, / _ aa' a 6 E) NG- T� ->L. \ 0 9eA EXISTIN .� rti , t�'$'din R/vw5 --- ---• .�.i - ; _ L� �- FG 00STiNG 5' CURB ! . t6 1}s� ,66 ��rp r r-- -.._- y-�---- - - ��/� SIDEWALK TO / ` rJ' Hiph.Sr,o:lgt"W Bt+(ting - -----_ --T _ >�- „ av,� 4e T .J BE REMOVED � '�/ Strut:tsl�aldwAaaonry f D4 ►_M�16@.5�) P Rq?,nto cs4d '3 mum Core:eta j i �• T EXISTIN(' BR AS L'A k W 'IIF MP N - 264.79 �� l _/�1L' OF RAW /'� L1 r YR -tN 3IDEW L EXISTING CURB) 4; ' 2>1' DRIVEWAY PER PLANTER - - - - 1�"iE CMP SE 264.47 A s% , / �� H =^7 TO REMAIN ','BRIM- 7G STRIP 8-�J �, 21"IE CMP N - �.tinllulatia Cp^It''ret� Flit ` c 0 26� CITY STANDARDS \ 6- io • O o a' w . P - 5 63 ' S 2 M E 9App' 1 _ iE CUP S 3 aY A i 12"I CMP SW ♦ 'Lingr,. D611ad Pi�ia1 ^d vai'.fiOnS u :� R/W 0 Sh+ terate 270 "iE CMP N - 265 57 / 4e p Sial re dry,Excavaboti and Filling t 12 4cZ $ �. EXitiTlNo CUR rob aMN (RIM=269 >:7 S►noka Con+Fal Systacns o r� 9 5 t1tY i 6• ,. �- i.''+ s�+atfr -a � ,row _.__ 24'IE CMP w - 25783 i _ti _ _ 258.31 _ .._.. 24"tE CMP E - C C}th�+•drstspvctler+tl 3 w .� -«�- -- _ riLH (RIM=7.69.591 12•IE CMP NE 25905 �. . a. -,to �IM�.�:5: 341 24'IE CMP E 256.19 yp W - 255.69 /'� �1L�1Ms2? !E 11 - 2Fc, r 21• , 5 - 2'56.22 l/F"CE COPY �yN i81��Z79�91 a�7 yp [RIM-:27080) 5 15"IE CMP N 257.21 ;E SE - 26t1Fti- iE NE - 258 2G Sl?I -1�M G !E O !2" RrSEk- 268 5 36-JE CMP NE X55 9 IE Sw - 25910 t 5"IE CMP N - 260 7' Y„ IE S - 2581* 15'IE CMP 5 - 260.58 36'IE CMP Sw - 255 6r) 12"IE CMP -4w - 261 35 LEWIS BSc V A N V L_E E T INC .jp a SITE GRADING RL�� CElr15lJI 'rih; ENGINEERS 1 =20 18660 sw b0cm G � rvod ` rw3 ° SITE GRADING zo 0 2O 65.121:16 PLAN ' l 1 OT 4 "•R+p`((.1 `C! .,."+', a-, .,;....• .,,„ :. r '- 111 m. _ m wY+-..rYC•YII1• Iu1I ' y:Is , Lumlflr!. OI I 1 I -+,�, +a~ ;: t�A I' I # .- + !► stir y II� t�i ;>1!1} , `. Ip vlpe 011111111 WIMP 1111111 pit tt ,h y_,,A �,h .,.-. `''•1. '.ids' ,." �-'• i. Yt 9A L u a... .....,...-YlL . v ,.,.'r.Waa.w.'...uu+,YYAY.w ,twea.r:.._ ,....... -.. .�.-.�.........................r........_....:...-.....-.._..-__......... .... _ ._..maw-......... ._.-. - _ - -�•rwY:YW..._. ._ _.a. - •: s. J GENERAL IJTiLITY_NOTES: � -I - r _U J 'SAN - NEW SANITARY EXIST, � I I. ALL 11VOi2Y. SHALL CONFORM TO THE REQUIRM-NTS OC ALL STATE AND -_ _ _-_ f"SAN - EXISTING SANITARY CATCH BA_IN f` LOCAL JURISDiCITONS, AND THE CURRENT ED11ION OF 1HE UNIFORM PLUMEONG -„_ _ ' 1 CODE AND UNIFORM BUILDING CODE - - -- #"STS - NEW STORM SEWER MANHOLE ____ /"STS - EXISTING STORM SEWER O � UTILITY POLE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: FIRE LINES: NEW WATER �) C� 2 WATERLINE MA ----f - pUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C-151, CLASS 52 _- EXISTING WATER �♦ FIRE HYDRANT TEST: FEST AND STERIUZE AS RE(YJIRED BY LOCAL WATER DEPARTMENT -_DW DOMESTIC WATER METER AND UNIFORM PLUMPING CODE, _o_ FW FIRE WATER NG FIRE aE --- NEW GAS T T TRANSFORMER AND PAD " iFRMINATE BUiLC� SERVICE R.': FROM BUILDING, a - p uTtuTY VAULT A R C H I T E C T U R E EXISTING GAS ❑ 1 P1 C C R ' C2 R A T E 4 FIRE DEPARTMENT CONNECTION (FDC) LOCATIONS AND SIZES TO BE l �*4 COORDINATED WITH SPRINKLER CONTRACTOR. PVrCEMENT MUST BE WITHIN 70' A NEW ELECTRICAL o''o- � LIGHT POLE y,,,,^,,:, �'�• ' of FIRE HYDRANT. E -- -- EXISTING ELECTRICAL _O_ -�- WALL MOUNTED LIGHT ���� g7�'1�i410 5 ALL STORM APID SANITARY SEWED' LINES '.1NDER OR WITHIN 5� O' THE T NEW TELEPHONE UNE h��� FIRE DEPARTMENT CONNECTION OUTSI�'C OF THE 6U GOR WITH LESS THAN 15" OF COVER SHAM BE - - - t -- EXISTING TELEPHONE UNE hal ! SCHEU. 40 D.W.V.- J� NOR C900. ALL O OTHERWISE- C.O. SEWER LINES MAY BE PVC �N EXISTING OVERHEAD UNE H VALVE I 3034 MATERIAL U IE IWVERT ELEVATION o O CLEAN(.UT 8. PROVIDE CLEANOUTS A5 REQUIREDIN 719E CURRENT UNI: 1�1 SE UMBIN1G1C3.4. C.O. CLEAN OUT ► THRUST BLOCK CODE CHAPTER 7, SECTION 70 NH MAN HOLE QUIRED NOTE: ALL REaZCXJTS MAY NOT BE SHOWN ON THE PLANS. PUTS TO BE INSTAL'M A ED AT -1 DOWNSPOUT LOCATIONS- CB CATCH BASIN y p'CX'E. ,Itr �S CLEAN 7. EXISTING UTILITY LOCATIONS SHOWPa ARE APPROXIMATE 3ASED ON FIELD 56?37PE�F ` " OBSERVATION AND dY RECORDS. CONTRACTOR SHALL VERIFY AND CONFIRM �" f EXISTING CONDI ;IqS PRIOR TO C(JMMENCING WORK. NOTIFY ENGINEER OF OREGc asc REP ANCIES. DIAGRAMMATIC. THEY DO NOT -_KE 1 I�1OI G-� B. THE WORKING DRAWINGS ARE GENERALLY 15, SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALL ATION IN THE VIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT - S D1C�� SPACE RO COMPLETE THE PROJECT. Ol SNSTAU MANHOLE Oti�R EXISTING STORM UNE AND ROUTE NORTH TO OUTFALL PIECE SECTION, JOINT OR FiTTiN.s REQUIRED TO COM TO EX:STING CREEK. UNE WEST OF NEW MANHOLE TO BE ABANDONED. (REMOVE TINDER BUILDING) ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH VERIFY EXISTING DEPTH AND LOCATION OF 24" CMP. I EXPIRES: 12/31/ EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUjCTiON. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF UNCOVERING, AVATION SH ALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, O INSTALL 1` DOMESTIC WATER METER AND t-X" DOUBLE CHECK VALVE PER CITY OF TiGARD SHALL LNG SUCH IS PERMITTEi? IT LOCAL PUBLIC OCATI AUTHORITIES WITH FJOTIFY STANDARDS. PROVIDE 1-)J• SERVICE UNE TO BUILDING.PROVI jURiS01CTi0N, BEFORE BEGINNING CONSTRUCTION. CONTRA., OR �� `� 1 O PRO.V1a: STORM LAitRt,l. TO DOWNSPOUT (DS) LOCATION- DOWNSPOUT LOCATIONS SHOWN ARE EN ;NCER IF THon ERE ARE ANY DISCREPANCIES. P ELIC WORKS PERMIT. APPROXIMATE AND SFiOUiD BE VERIFIED WiTH ARCHITECTURAL PLANS. U� NO CONNECTIft mom 9• WORK WITHIN THE PUBLIC R.O W. MAY REQUIRE a U pCWNSPOUT3 TO FOj�,@ATiON DRAiN. P f0�� 10. ADJUST ALL MANHOLE RIMS TO FINISH GRADE, WHERE REQUIRED. G I�iSTALL WATER OUA�_:TY MANHOLE PER CWS STANDARDS. SEE DETAIL SHEE • I 11. UTILITIES SHOWN Tl-ftld!NAT7< `'' (1M 13UIl�f`iG, SEE PLUMBING/MECHANICAL RWM 271.1 .i0 PLANS FOR CON'IP`UATION WITHIN BUILDING. CC+AFIRM LOCATIONS PRIOR TO CE IN( ) 208 25 268.51 E IN(E) �► CONSTRUCTION. HYDRANT- TO BE PLACED 3' MIN. FROM BACK OF CURB. 8-IE OUTFALL 2c x.15 2 ALL FiRE 7 FIR UNE TO BE INSTALLED AS PER 0 RIP-RAP ��� SEE 3, INSTALLATION OF THE UNDZRGROUND E 1995 EDITION Or NEPA 24. 's NG MATERIAL AND IidSTAI�AT1014 STrAII MEET ® FOUNDATION DRAIN PER STRUCTURAL PLANS. �At� �� M� 14. ALL BEDDING AND I;ACKFIW THE PIPING MA AND F%A;IRER`5 SPECIFICATION A REQUIREMENTS, ALONG WITH A O7 INSTALL BACKFLOW VALVE PRiOR TO CONNECTING FOOTING DRAIN TO STORM UNE. CHEM ED MINIMUM DEPTH OF BURIAL- WHEN RRE PROTECTION' INCLUDING FIRE APPARATUS ACCESS ROADS AND Wi�TEF SUPPLIES FOR FiRE PROTECTION, IS REQUIRED TO BE INSTALLED, SUCH PROTECTION SHALL BE INSTALLED AND t MACE SERVICEABLE PRIOR TO AND MAiNTA!NED THROUGHOUT THE TIME OF CONS RUCTiON. THIS INCLUDES FIELD INSPECTIONS, FLUSHING AND TESTING, AND FULL '4,pi,AOVAL. OF ALL FIRE LINES AND FIRE HYDRANTS. UF' 901.3 1` CONTRACTOR TO COORDINATE PRIVATE UTiUTY SER`ACES (POWUZ, CABLE. A5 ';Ilii LDCAL UTILITY PROVIDER. LOCATION OF ANY PIPINC:, s TELEPHONE" GAS) METERS, VAULT`% TRANSFORMERS, PEDESTALS" ETC. TO BE COORLANA•TED ' WITH ARCHI?ECT/OWNER. TRENCHING AND CONDUIT TO BE PROVIDED BY ----_ - _ - ROCK W11kL1 !-_ _ CONTi !% ,MR UNLESS OTHERWISE DIRECTED BY UTILITY PROVIDER. ' - _________ ____ ___ _ _ -" 1 , ' .i`�! p LAST � ?�!i� \ ,`- ,---i' -_ -- _.' , -w �'Ys7�'���fA.17!VL1A iv IRON :7f� ~� i.'p' _'•rY�-- J.7, - �'�r;+-r ,' I ,/ L• WHIT OM( 5/8" IRON STIC CAF - - -- - -,h._? n .� J7 _ t�7 -_/ �M "'� ', YELLOW PLA - - - - _- i.47'31- �' * , r i ,' "r'r - `, _ `I r =0 w r i - ------ --- - - "'.4rw-500 54 (� 'Wr-50 _ '�r `, . ;. ---- - - - - - - - ----- ---- ---- - - -_ -- -- - • ' `, r , , ,' , �Z 1 c 'V_ r �` ----- _ --- -rte -- - -to== HLF'"!A' ` \ \ `, , /"• _ - - - - S _ - -- - - _� � -_ ,;•? `"R:' ,`, •'�, "R6G: DER, r- �, - , \ �;- `�.- G - - - - - - _ _ - _ � ':,W' `,` `♦ ,, `♦ �'� , `� �,I i' i_- \\ \ . 1 ` A �_ -- ---- - - ._ - - - - _ -- - - - -_ �� K'T COI �*I _ _ _- N _- ___ co I ., • •` •` `` ` •` , ,` SDE \' y `,8^•• DT. „ttlr 1, a ,�t� �_ _ __ R YIMATt ` i� ---- - - ------ - % _-< , ` `' �� ` !�`GFPSTORM DRAIN CPER , ������TTT '' \ - _ Go 120�C`CR�E`K, ` �, _ ! �•a' -� -'- �-C- - -' ` 6 -' -' �� `CITY Of TIGAt D c, po - - --- __ - I \ C4 - - - _ . _ _ - " -- - rte' (9E•C,ORD SHOW 12"`UN�� - ------ ` •r9•` 7:j. � E H 5 270 _ --EyONI�CIIJ of- . ` �. _.+ Cts. 6"S� _ --------___ Y - - - ` �Nsa +-- ``` 24� CMQ 2pB�. �- r' 8'IE_268.88 .0 i -- S=0.0100 r A �� P� _ - T ---- p r„ IE 269.0 i , �, �� L•/% 6 R ADE _ - _ S ` , - �`�, - , REl�A�. � C.U. E3�SS=4:Q� -------- ...oJ .pi00idIP1. I , 1 % � ` ` �, ` `, ` I` RED L `--___ ' _MN14A IL 4 ♦� .•` `;;` `;` ` ,` \= t�l�.a�y"�.r,ri. H�'J' _ \� ,�(J�-. .t` V.O. ' 1 ! ! ol � � • ?j. \ rte•. \ ���_ , ` � SANITARY CAc � , `�0 AL T i8 ' �`` , `� .- O 4"S� ! -- J�111�/Mtil GI1JE ` ' �'ALA'JuF 1.1.,- f�� u�itl�A1� . �,\\ \ , , ` ,. �-C \ � � �a. / - --- � � TYPICAL ! h, ` , , \ "z/Ir 0*iW - - - - �'r•+ -.a �'� `���\ , ` �� ` -r i - \ 1, , ` r ! i ` , � " � �RED ALDER.. � ` \ �, 7 �' E,'RASS S R'€'� IN � • `.'tl �, �� , ,, �.'c3 - _ _ _ •.,r I ` >r' SIDEWALK � \ \ \ t 'R _ ` ,L/► .' �� •moi ' ! , , , 48.29) , , 3 tit - - - - 4'IE 270.5 3tE4 J+L R;{t4D3'03'46,W � �Vr A 3 �� 6 A02 1l�lvl'71 2.3 ! 0 �Q IE 27 .E 270.45 w• - a'� �., P , -t--- 1 � ,,,,, 1 , 1 ,� , ` . , , , � 'OO AREA DRAIN - ` �`-4-RW eTQ l"� _ " II?0 , R ,WhlH , , , „ , ' ' ,, \ _, UNE OF FUTURE .r'� _ DS1 Riu 275.0 ♦ O 5 8 Rf:� ALDE w fLAC:4A �- 5/E - ADDITION . �- - .4 1 270.5 r YELLO w--< _ PLw51 C' CAP , , , ,,,, , , r. . 1 1 , , 8'S fs I ! '' �� BURIED 42'e ST�ELCUL�fGi�1 ••-_\, �� LCAW� ` , „� • , ,�� +'��STffRN' RED EQAR,`- , 00.0100 �. \a ` '\ \�tl. \ ` ' , ` `� ` r , , ,,ro ) , 1 ~r iiiK -ST L\ r r ' 1+ ; „`��., ��' ` �(!�i `t r` •�J S� ? CACLI a�/ Oj ��" W/ I1`! -'V - �`\ `, 36 ,r; C►IP ,'�br iii, r\ jd( 'V`�y'�. t `, I pV I , ,.� + ,I \ 0. 9�` {vim]- \, r, I FF V15 PERMANET SLOPE C';T;�Q,c `O r R1M��74.ii 2!. - Y6. �. 8. P + , '' �`' EASEMENT RECORDED r t2'IE rM W - 271 33 �\ '� - - ti I JANUARY 17, 1986 AS ` `` �`�* . c` �� \s ,, ' ,/ _ CIE 268.61 - - - - �- S ` r•'r \ , _/ 1 SLOPE MEMEt� CENTERLI 15.00' WADE ` \\, .\\ ,. \ r `►, •' v_ ,_ -; 4 - - - - 8 �� ♦� O. - fEE FIC) 86002742 0. SEWER E ERC ED HENT \`TOBER 11. \ `` rr�i; _ T V- \� �' r .� a��♦ 03 ♦6 ® 41- 2 0.51968 - ?20. PAGE \ \` , �,1C \ \ tis' `x. DS5 ` 3 $, , • M 532 IN BO \ `� \\1 \,.\ --y� .'� \ \\ r,O r S O _ � IE 270.'9♦ I O \ �2 9 ' \ \ t 1 \ -' V. \ �, I DS7 _ s ♦ \ r w` S"ST5- _ i 3 , IE N 26 \\ `\ ', \ '� �. `\ - \, - 5=0.0115 �Oi IE 270.5 ��•' IE 2.70. �' , �/' \ IE W - 268.15 x \ LINE �. �J� _ _ . - L /� ' ' IE SE - 26808 It I M 27Q.8 Nul 9'56"E IE 268_8 7 \ �GRLIM 15.00' -- - -- - - - - - - - - J - --- __•---._--_.- PULL'!�K\ `\ \\ ` STORM DRAIN*Gf- EASNEN t 121 44 0 1.44 I �A' 1, A-� _ --_ -T'- �.- --- • .•�.. r� I / ', � ' i W W BRASS-SCBE t2"IE CMP N - 2ti4.79 Sn►AH (RIM=2 ` --- W W - - - IN' SIDEWALK 4.47 A �' - 268.15 „t --r- w - rr I \ `t• - 12"IE CMP SE - 2E P / �� } :. , `J+ V1 . �1 / 21"IE CM N q ►Qi` is 6, / �' 12"IE CMP E - 268 63 • J� - / P - 268.31 , 267.47 I • r 15"IE CM S 12"IE `P W - J _ •--mss-` / � / / 12"IE CMP SW - 268.39 1�rkwz , - - - - - \ IE 260. / ,` ra tR 488 52� 270t 2"IE CMP N - 265.57 " , ----- s - - ,- 24"IE CMP w -- 25 83 7. s r 24"IE CMP E 258.31 qv 12"IE CMP NE - 259.05 [•nuL !e,►, '260 4"IE CMP E - 256 19 "t -- ecuu (RIM:27Q.3� 2 - 255 69 24"IE CMP W � `' - ---- .-ru�u It?Wa CMP S •- 256 22 70.5 ) IE N - 266.70 "I�E - 257.21 _ 2t"tE M C _ IE SE 280.87 RISER iMFi ;SI►�x?1Si , 125 268 55 36'IE CMP NE - 255.79 IE NF CMF N - 267 �! 36"IE CMP SW - 255.60 -,"�E OMP 'S - 260.58 IF. > , - -.Mc NW - 26, �5 C,0 51ULTING ENGI\tJEE ST INC. 1. I ` E S�TE UTILITY PLA►J , ,I�IsI;Q nw bow" SITE UTILITY - r R ' FLAN -_ -- > " 20 0 20 40 2 OF 4 I .. r '' .... lii,.,.N,:r•t;NL+!8'd�lIYC .'r;,. - ,. �-, . a..'_enr".,`"u` 'R•'' ,v,Y,i. "* ...•.,"w""n...w.w..I.►«..., +...,._..»..._,....+...�.•- ._.�...�...,........ .. _.._ ._,.._.- .w^+•,......w,.".._-.._,,...,...._._".._....._...•-r...,.,..,......-..».........---...�..+.+..-.".... hd1lNlttlli,Yr� -., _ � I .. ! ''1I1.,lli.'iSII'rirr I_N I,11 1111 lltl ILII Illl 11f 111 Illt'iill „1 wa �,..wrrwalYwt��wl.wwNnw pi#: Urlrr;� �: 1111 ltit tial itlt JIr6 Illi rlll IU d r �! I , I. t �,, t I 1 1 11:W11��iHirt?�irt!.!10 ih li >3 � I 1 b I ,1t1 WWII r ► tr, .r1J IPrI i 1 �j �' r C1 1 r 12' 1 I'D is 1� 17 r� i Q 9NCj IpIl $� � 1 a 4 LIG" re 0 d!4ii r+.•w a"' '�c^,fMAr':, ,ar.••,,a.t.C'!�lrau*:s!.,v-trrl,.wrMy�, {{ rr )F " 1 ..r.., _ I, 1! 7 rs a C .; I j.' I •!t� S .I I. t -- -_---- _ S T U D O �, i / 2" THICK, 30000 P.S.I. GRAY IRON, HEAVY DUTY CAST IRON GRATE. CATCH BASIN GRATE V REBAR FOR BAG REMOVAL / P�,��-���.55 p . :;.•' '�iN FILTER FABRIC MA fERIAL Q O ' ' ' e, � _-_ RIM ELEVATION 36" WIDE ROLLS - -USE STITCHED LOOPS CATCH BASIN EXPANSION RtSTRAINT �` - - SEE PLAN " �\ .t. 2'X2"X�'i RUBBER BLOCKS / r .v . ;..: \ 1 N C O R P 0 R A T ! D t' 3 minimum OVER 2 X 2 POsrs ARCHITECTURE from toe slop •' :' ►.►• i �r - .a 1 4;. ,, .0 •,p. .b:".. 0\ - -i- -PIPE INVERT UKORW=4MO I tV I o •' ° SEE PLAN acTORM PIPE -� s h��IOI+i�O w 0 0j "� RADIUS g 25' MIN. •p' �:' `t o \\ POLYPROPLENE ' ',' ... J• FILTER SACK (WOVEN) �' A' --- .:�• •. :, '•. ;•,: CLEAN PIT RUN OR 2"-MINUS GRAVEL OIL TRAP WITH 4" • I I I / �Or �SS� I CLEANOUT PLUG -- u / - - --- - --J GE07EXT1LE AS REWIRED 24"6'MAXiMUM SPACING 562137P�EWOVEN P❑LYPR❑PLENE SACK e" MIN. NUTES:F 0N _ VIEW PROFILE / 45 11 �' DEPTH A.- CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE 'MINIMUM) STEEL 4, NTS - NTS "20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDIEN•t1AL HATH ALL JOINTS WELDED. CATCH BASIN CAN BE ROUND OR SQUARE. OREGON 2 CATCH BASIN GRATE E- CALK PIPE TO CALKING HUB. ��� C•- SET CATCH BASIN ON 6" (HICK COMPACTED CRUSHED 9ti ROCK OR SAND BASE. S• DICV� LL� 1111111POLYPR❑PLENE - GRAVEL CONSTRUCTION D- BACKFILL AROUND CATCF BASIN WITHCOMPACTED CRUSHED ROCK. � _ CATCH BASI `'* BOOT ENTRANCE - CURB RAMP I EXPIRES: 12/31/05 R NOTES: ANGLE FILTER FABRIC 1. BURY BOTTOM OF FILTER FABRIC 6" r ."•~' VERTICALLY BELOW FINISHED GRADE "'' �" ►� OVERFLOW PAVEMENT 4 CATCH BASIN FENCE TO AS SOIL IS TRAPPEDT21' �� ~ A ,..... C 4 C-CB 11 -0 .00l...� won 2, 2"x 2" FIR, PINE OR STEEL : '�•' D D G FENCE POSTS. ' '• 'e: 11 STORM PIPE :. • ° : /. am /%'�� 1 `' / ;, ;. POLYPROPLENE /�����\���� ° •{>Nil 3. POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. ~ •, FILTER SACK (NON-WOVEN) ��\ �\\ '�\�� ��� • p P {.T# 2004-10 ' , y,:•:: 4. COMPACT BOTH ;IDES OF FILTER FABRIC � �•�• •` �' �~•' •{•'••�`� •�`�i°�' • NOTES: \ • TRENCH. pIMENSI0N5 W 5. PANELS MUST BE PLACED 51t1GLE FAMILY _-- --- ��' ACCORDING TO SP!,CING NEIN-WOVEN P❑L Y P P O P L E N E SACK 20' LONG 8" DEEP OF F 2O' WIDE INTERLOCKED TABLE 4-7. --- -Y4" MINUS CLEAN ROCK. a 2"x 2" POSTS / COM LONG BY 20' WIDE R �: AND ATTACH -- NOTE. 3-6" CLEAN ROCK, CC 1. RECESSED CURB INLET CATCH BASINS MUST BE GOVERNING AUTHORITY MAY REQUIRE CHECK: 1w GEOTEPLAN VIEW BLOCKED WHEN USING FILTER FABRIC INLET SACKS. SUB-SOIL FABRIC To PREVENT q ^��� A b SUB-SOIL PUMPING. NOTES' c NTS SIZE OF FILTER FABRIC INLET SACKS TO BE t. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REOUIREMLNTS DETERMINED BY MANUFACTURER. , OF ASTM C-478 AND APPLICABLE PROVISIONS OF STD. MANHOLE :?? H� t 2. ICILEI AND OUTLET PIPE NOT TO EXCEED 1 y4, 3 GRAVEL CONSIRUC i0N ENTRANCE DRAWING N0. ' n 2 INLET 3ARRlER, TYPICAL ,6`DIA. SEDIMENTATION FENCES TYPICAL C4 ERO-ENTR N.T.S. 6" INLET 0( jT 3. CPROVIDE ONTROL EXCPECII.AL D AIIlI DAR OUTLET FLOW C ^ ERO-SEN.T.S. C 4 ERO- INET N.T.S. `t I SUMP VOLUME AVAILABLE MINIMUM MAXIMUM t INLF �8") 60" M.H.= 58.9 CF 98.1 CF 72' M.H.= B4.8 CF 141.3 CF 84" M.H.- 115.4 CF 192.3 CF RIM 271.1 PROVIDE SPECIAL DETAIL FOR VOLUME P�I�- REiiUIREMENTS EXCEEDIIJC 192.3 CF • I� ,f 1 CAM TTP OF BANK SUMP VO.-UME REQUIREMENTS E�V;.TION 271.0 • '-_ \` 20 CF/1.0 CFS OF INFLOW :::[ 58.9 GF MINIMUM REQUIRED OVERFLOW ELEV 270.0 DETEN'PON SURFACE ELEV. 270.0 REMOVABLE WATERTIGHT CAP ' Iw 2.72" ORIFICE O _ iE 269.7 G \ _ WATER QUALITY SURFACE ELEV. 269.1 OUTLET FLOW CONTROL - PLASTIC 2.86" ORIFICE ORAPPROVEDUIRON PIPE "T EQUAL " IE: 269.1 . ��/ -� 1 - U CC i In INLET FIOW�� FLOW OUTLET t�� n 12" RISEP,' r d /��/ / 3"t J 9 7/E" 1.15" ORIFICE IN PLATE " FOR WATER QUAD IY-� PLATE AND �/ 6 IE 268.2E t tz 8"IE SECTION e 268.15 - B IE 261.0 d GUIDE (SEE SMa 36"MIN. tt t/2` $"STS DWG. NO. 546) ° POND BOTTOM ELEV. 267.0 '� v d�" �` • OUT B • '► 10 t/2' AC OR CONCR6lE PAVIIP -- y' Q OR OTHER SURFACMIC / \ / VARIABLE SUMP so IE 267.0 ,° CO 4" ABS 8" \/�, \ „ DEPTH 7D \ �- ANCHOR TO WAL_. WITH STAINLESS STEEL RISER ' MIN d '� 60` MINIMUM r: CLAM? OR STAINLESS STEEL BAND AND STAINLESS I 36" MINIMUM ' " A o• n' STEEL EXPANSION ANCHORS MIN. 2 PLACES + 1.96" ORIFICE-' � 1$ SUMP A ANCHOR TO WALT. WITH STEEL BAND TO BE MIN. OF 2' WIDE -' FOR DETENTION ° STAINLESS STEEL RISER CLAMP Yy 1. ' ELEV 266.512" MINIMUM " OR 7" MIN. STAINLESS STEEL 046 P' d C' i':' , PHILLIPS 5-12 OR EQUAL. ��� PAt �� ,D ► � BAND AND STAINLESS STEEL a ,, ' . � ' ° ' •/ ; t TAPPING COtvCRL•TE ANCHO ANCHORS. MINIMUM OF 2 K'xt x' STAINLESS STEEL BOLT ° CLASS 3000 CONCRETE L - �" N rAVEA '�� ONLY MANHOLE DIAMETER TO BE DETERMINED a ► WlE.HANICAL PI UO---l' I PLACES, IMN 6" I'.a p r q BY SUMP VOLUME REQUIREMENTS. ,, V - 17 t/D' 4. SECTION A A _ 3'-0" 97F OF CLEANOUT BASED- : ;CLFJWOtn MATERIAL TO i VOLUME - 3 .0 F INFLOW = 1.60 CFS " �� c i . W SAME AS � REQ'D SUMP LME 2 C C 1/?.' SELF ,APFIN' "'MICRETE ANCHORSY USE MINIMUM REQUIRED 58.9 CF CLAMP DETAIL F,m. ! (SECTION A-A) • �� PHa?UPS '5- - rAPPROVED EQUAL SECTION A--A ?' (36" DEPTH WITH 60" MANHOLE) - �- 1/2' x ;-�; ?' BLESS STEEL BOLT. CLAMP DETAIL - - 0 2 MAX. _4• NOTES: WATER CU ALI TY I. CONNECTING PIPE AND TEE SHALL BE AWWA C-900 OR ASTM 3034 PVC, o`� O 1 AND ONE SIZr. L.►tRGER THAN THE ORIFICE OPENING. M AN I'-�0 L E C�eanWater services _MIECHAWAL FtW 2. STRUCTURES SHAM CONFORM TO CLEAN WATER SERVICf_C STANDARD I a(� DRAWING N0. 259!. DITCH INLET. - �i Out commitment it slr.u. DRAWIilG N0. E�15 ��� x"03 ' 3. FRAME AND GRATE SHALL CONFORM TO STANDARD DRAWING N0. 280, DITCH OUTLET ` •�'� INLET FRAME AND GRAPE. OU I LET P!,-,)F INVERT ELEVATION (IE) - --- 5. PLATE AND GUIDE SHALL BE SECURED FLU.,H AGAINST WALL OF STRUCTURE P SEE PLAN ER PLAN �- AS APPROVED. ' .rvoRto o 6 OUTLET STRUCTURE � CLEAN OUT C4 X-C-OUTLET 1/2,2 �- 1 0 PIFO�� 5 4 C-CO 3�4 1 -O ��ATFRIALS_ p p 1. PIPE MATERIAL PEP, PLAN ILI BACKFILL MA206L 1, BACKFILL MATERIAL IS TO BE CRUSHED 4GGREGATF _ A • 7. ALL BACKFILL TO BE COMPACTED.TED. '�{���C'� INSTALL RIP-RAP END OF PAPE 1REATIMENTS I /077 D TO TOF OF SLOPE 7 i ' 1. BF_VEL CUT TO MATCH SLOPE OF EMPANKMENT 2. PLACE 12" TFIICKNESS OF CLASS 100 RIP-RAP AROUND PIPE OUTFALL. --" 3. EXTEND RIP-RAS 2' ABO'/, PIPE:. N EITHER SIDE, AND HFLow P;PE .0 TOE OF SLOPE AS SHAWN. . C LEWD Fc VAN VI.EET INC. CONSULTING ENGINEERS 7 PIPE OUTFALL DETAIL1 �, "od C;4 C- 0.!TT ALL2 I Ir = 1 - In DETAIL. SHEET i phone ON-1206 tax --- "� alk~$I1Y10a1ov•M Mr VOW w�xw� a�WMtI rw IIt �W�as«»a RIE _ (1T , '+ I� I .'Ytll' ;llt,llf,l'NII1�Ui IliiNt�t f►illr8%' fdil�lait IU IIal�ilf'1�!'lil:ta111!II;II� IfIE Ilet Irl) 'I'I�'! , lliNW1TY 9T111P ,ct M�R,*„ ' # JI � A W� �► �I d ►gip � I ,� ,:I �,� �'e � ,�v r� _ � � �• l�Y � IQI�► R� sfl• :Tt`1U illi'A i MAL 1 f f v • a i a. :,,, �a t�'�ilia�s�i•t!�'�, wr1 M>u51Z���.rd'd,iu�'!+ d1a[�«;,� ,,,,•.,::,.. :., ,....,-.,... � j STU D 1 LAN,N NOTES: - 1 LINE DELINEATES TOP OF BANK AT WATER COURSE f 1 BIKE RACKS PER DETAIL FOR 3 OR 4 BIKE PARKING SPACES 4 7-0-WIDE BY 6'-0'LONG EACH,SEE �2 18 CENTER LINE OF WATER COURSE 14 F]2] SUPER SIZE TRASH ENCLOSURE W/GATES PER PRIDE DISPOSAL REQUIREMENTS,SEE 6 2ye 2 112 1 q ASPHALT CONCRETE PAVEMENT PER PAVEMENT SECTION,DETAIL 1 2 l _ 20 4•REINFORCED CONCRETE WALKS ON 6'COMPACTED BASE ROCK f NEIN CONCRETE SIDEWALK.TO CITY OF TIGARD STANDARDS,9'-0'WIDE WITH INBOARD EDGE ALONG L� PROPERTY LINE. 21 NEW CONCRETE WALK CONNECTING BUILDING TO SIDEWALK I ,1 NEW PLANTING STRIP BETWEEN EDGE OF SIDEWALK AND BACK OF CONCRETE CURB,VARIES IN WIDTH AS22 TRANSFORMER AND PAD LOCATION �J RFOUIRED. �7 EXISTING HYDRANT 23 CONCRETE PAD AT MECHANICAL ROOM ENTRY S LOW CONCRETE RETAINING WALL PER STRUCTURAL L� UNE Of S!(.rt EASEMENT As RECORDED 24 ARCH I T E C T U R E E 25 FUTURE BUILDING E`RANSION I N C O R P O R A F E D EXISTING 42"0 STEEL CULVERT TO REMAIN -J 26 CONCRETE CURD ADJACENT TO PARKING SPACES PER DETAIL 222 COMMERCIAL ST. NE EXISTING SANITARY SEWER EASEMENT THROUGH PROPERTY 1.2 3 SALEM,OR 97301-34 10 I.J 27 CONCRETE CURB ADJACENT TO DRIVEWAY AREA OR CONCRETE WALKS PER DETAIL P: 503.390.6500 EXISTING STREET LIGHT TO REMAIN 1'2 F: 503.390.6501 ETYPICAL ACCESSIBLE PARKING SPACE SIGN,DETAIL l U @12 www.studio3archdelure.com 1 1 HATCHED AREA DESIGNATES AREA OF VISUAL CLEARANCE ADJACENT TO DRIVEWAY TYPICAL WHEEL STOP,SEE DETAIL 12 D 13 A ��. �l ,I HANDICAPPED PARKING SYMBOL,DETAIL 1 2 �� 3 r�f 14 ACCESSIBLE RAMP AT CURB,DETAIL 1.2 LEU LODDER 11-51 OUTDOOR EXERCISEYARD WITH BARK APPIJCATION 1/� -✓�^r 16 LINE DELINEATES 5C RIPARIAN ZONE ADJACENT TO WATER COARSE,PER REPORT PREPARED BY ETC. l LA M_ OREGON OF IN THE EVENT CONFLICTS ARE DISCOVERED BETWEEN THE ORIGINAL SIGNED AND SEALED DOCUMENTS PREPARED BY THE A"ITCTS AND/OR THEIR CONSULTANTS,AND•WY COPY OF HE DOCUMENTS TRANSMITTED BY MAB,FAX, EU CTRONICALI.Y OR OTHERWISE,THE ORIGINAL :u,NEll AND SEALED DOCUMENTS SHALL GOVERN PROJECT # 2004-10 DATE. 02/21/2005 REVISIONS QDATE 04/14/200 1 DESI(;N REVIEW MODIFICATION, ZONING: NAVE SITE AREA= 53,298.66 s-f. = 1.223 ACRES 85!>•' *2 -ROCK WADI_•'.. 5/8' IRON ROD WITH v ~ -- ��_ ___-- ._-- -y p1 2e°7 gyp,. ¢h `• ' i k.,.,, 11''0� 6 1ST- /I YELLOW PLASTIC CAP 1Sg x116' _ C T -- - - - r2er' - * HIT! ',0 ase poTsu �xrro .• 1 �► DRIP 29 e,f35' RLP \ LISA p6 1 18 - 1 x`00.54' (SO1'47'31"W 900.63')i x 26 \ �._ ^--.. __ _ ��. _ *g - _ 1y ,-OREGION ASH, �� _ __ ____.,.__ .--_ 1 4 f ,vus D�r�mtu'• ._-- \ �-� , 26 :T �i� 26 !4 j _ - _ _ _ , •,r10� \ -P2 Y/18\DRIP _.. - --_ // - / { r //�� / i 1 t, 21 \18\ / r 1 9 '~•_- 0.00 \f 21.70 RIP � \ �.` DE ter• ! • ' \ .}1 \, •%- •-•.1 \,'� ^\ s--._. - 2ltti. 4--- - _ - � /•�• _ U! , j 5 �\` R yam. ` 6°M 1 _ Sr. / 1IT 102 8.4/2 DRIP �y \ 0,/20' D IF \"i•... �' :\ 1.� ;�(�.% I ,xEre cw �i:� •R7_`Q.�QCt�. �- \` '\ -.�'___ _ \ \\ +1 �•1� ` rn..n �,,1•(]C1 co�ricr I r.n mc.. t cn.. v�:ep „�.+.c, oo..,Lt9 m� �eykLr - .. I oo •- � `~ `\\ \ *-- � •`� __- 4 a7 I ,-r e0 courao c I , . , � .` � N 6 ?, - 1 -��"` -_ �• 5 PACES Q 10'-0' 4 SPACES @ 8'-0•Eh g'0° 3 ACES f�8 0"EA! SPAC (_ 10%0'EA. 9'-(r SPACES @ 10 1 FA. 3 SPACES @ 8'-0_"!A� 8'_(r 4 SPaCES�7 8'. FA 3 SPACES @ l&_ .6 7.6( , 10 8° 10 0�? ye 2Q+0'" 32'-0' 44dr _ - -- 0'0' 4t7-0' 24'-0' V 32'C'' 30'-0' �� Z •'tB •��� \ �! `•woo e/ D .dvux �0,p( ^�\ - - ._.-_- - 2 d f 15 A"PROXIMATE INCPE _ i9"E ' - .� \ \ O ::,f-' "��,-=^-- -- \_ 1 a _ �q.j5 OF STORM DR 1 7 .�• eRE I A DEIR" : \ .-�_�, ,� *2 •P� - *� Ci1'Y OF TICA ZO N I I'AG: C-G ` . �.� �'10. '\• S:p51,ruNT1S1'R \ 1 \�� . _ , 16 dt 22 c'_:OP.D "H i 2" LINES 3 I v - C) V �\ 26 RED AN 6 ]d�7�xQl1 ;e3 1' ' 1 -�/ r SIM. ` 1.2 SI * o - - \�\ � ,, -.. _..._` T IP `'r2 .., _=-,,, - --I?J�A1:.�Ct7EF; Y 'L t \ �/ - �J�� _ -'•+rS ,' - * - oVo- "- %%� 9 `•t¢h AALD .S � y' �\\` �.r:•-. .11.Iv t': ;. %'2"0 � \ � � -' �y� .�\ p ��\- t� Dalt+ -_. `� \� 13.2 o ~ .. pE T SL PE v 'a1. � J ", IFIi TE \ 2 a .: �' `s.• \ 4.; 1!,Vl 6ft, P o:.4uCA / -'! r . EPA0441 RE *18p'p3� s• �I LCtSALUER- -� ._ QN•Ii't`t3Rlk ._. \ ! � _ 24 E1• JANUARY 1 f 1 tS �. . �, 8 1285. �...��' 0 C-) fY . �t ?63.8 s \ a.:A' T �\ �f.� EE 6002 2 \ ,oF� s 3 j j 1 1 36" IE CMP SW "'6;; °`' 1 Z `+ 1 3'00' E 48.3 -�� t I � +212'` 21"� I \� �t' ;� ��y �' IN • � r , _ ` �W �• Z _.. _ e 'U3'4�i.^-- - 28') •�\• � .537-0' 2cr�o^ g� ' p�' � BRASS Sr w NO3 >�26 s \ __. e� .' a 1 SIDEWALK fTg; IP I 1 I ,R +./ 7 2 �} �--�_ Z C h' yam• b � 7 + /, ER`\` LITE - ` I I - C ��/ ZI / a •� YELLOW`PL Ui`C �Dy - tR0 ROD W!p i ` \1 __ _.._... ' g� ~^ ��� �. S' 0 / a" dr ILOW'PL�ASO C t \ Y ' TIT `° �t !�' �� i .'G' 25 N • -o 1HRN RED CEDAR,' < b1° 1 w1 a �• P1fCATA ' WIDE y/ 111 12 J. o ....., ­Nu `-' t1kLP S CE E L E 1.�. 0' 1 �/ + 5 ', * 75.s o •;�/ r L,�. P U TORN DRAINAGE ` tGCU5T I _ o V J j 7 1 " EAE E f(assuoatcac�� �• ,�� �.vry 16 1p N / TO 0/2D' DRIP vi• \ d �`� \ +21�. CENTERLINE 15.00' WIDE�`•2l �� `RL •. \\ ,\ ./ SEWER EASEMENT _ J/ b - NEW I R ►� t 7e.. RECORDED OCTOBER 11, \\ \ `�• _ C 19 / W V ,FR A �. 1968 IN 800K 720, PAGE` \ 62,' \ , \ O,� 7.4"IE CM W - y �' +6�e� s`� • O R +2� �\� ?s O ' 24'/,CMP. of 94//// n 532 27 __=a *2�j�u \a+- x M ry \ \ 7�. �� / [1"/ \ \ •�+. 0 _ -- - x,_5.57 ��ryy j �;�T?' :,; `ns \, `//04Q xz 4 a + r r-- 7 R 340 �` ,! ' \1 fJ SSMH _QRIq=2� W •'� -� W 267.4 -- --� � / - _ IE 67.67 to 'u6� IE w - 268 1`, • • , A IE SE 268.08 _ , l 71 e. z' • �• e - ., , •.a• A :• .� i... 871. I •, `• •x�.-_ ,�1 1+�. ' �� 7 r�1�g6 - -- -- , • - - - ^-'-"'^ -- f --'� `3� 9.26 " q j J / ,� h rP \•�-_ /� 8 ? �\__P,=_$RAGt�'SCREW .A : / SIUEWALK • ,,� �, ��`./ -__-...-- % ^ 0�� / • ./ fir' 1 ` 21"IE CMP N - 268.1E 1./ . p \ \' 211 ►"��,p- 2g0 / \�. a9 g1 9g1 e. • . . ��� 12"IE CMP E - 268.63 � I�`� �.-' / 15"IE CMP S - 268.31 V J 12"IE CMP SW - 268 39 7 44 1h 1 1268 A 1p1• 1p�e 1pS� 1elo 1p� p� �• ' - ,•i�"s _. _.-r ---------------''--_-- -r--may"--,.'."--�-- --. • --_ 4-_--------------•---7a-- - "'"-_.-_.�.''-'.�' . . ,. . -�.^ 44 24 IE CMP E 256.19 5DMH (RIM-270.50) I 4, 24"IE CNP W - 255.69 IE NF_ - 258.2C' DMH IRjkl=?70.9 - -� 15"IE CMP N - 257 21 IE N - ?60. 0 • IE SW - 259.10 15"IE CMP N - 260.71 IE 0 12" RISER - 268.55 36"IE CMP NE - 255.79 IE SE - 260. 7 21"IE CHIP S - 256.22 "I IE S - 25896 15"IE CMP S - 260.58 36"IE CMP SW - 255.E.j 12"IE CMP NW 261.35 SHEET A 1I 1 1 E PLAN • q Gt +fir w� i,�'iOMMLITY a1T1d� ,.I f 1 T t 1 a t I� I' 1 a ICI v I 25X a. x