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Plans (3) SIT2015 00004 GENERAL NOTES: ABBREVIATIONS: Z Z 11 UJ 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND ARCHITECTURAL ABBREVIATIONS ARE APPLICABLE TO ARCHITECTURAL T z 5 sus` w APPLY TO ALL TRADES. DRAWINGS ONLY. 4 33 RECEIVED j Z 0 o 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF REFERENCE OTHER CONSULTANT DOCUMENTS FOR ADDITIONAL OR r , s� T' � ' F rr fl z RECEIVED Cn z> co 24 x 36 INCHES. DIFFERING ABBREVIATIONS, F p W w J 3. SEE CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS h�/ s r}(� Y5 t t ` g Cf Q IHi 1 LU� F- to FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. w "` yX a + „ , — Z o 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM AFF ABOVE FINISHED FLOOR EXIST EXISTING ¢ `�nv i CL' U Q - AVAILABLE RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY (SLAB) EXP EXPANSION f vt,3 '' Y n CITY OF TIGARD Q z FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR APPROX APPROXIMATE EXT EXTERIOR a �` w DRAWING IN99kING DIVIS+ON s w IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO BLDG BUILDING FD FLOOR DRAIN yy cn 0 STARTING THE WORK. BOT BOTTOM FDN FOUNDATION A�i w a.THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF BTWN BETWEEN FIN FINISH ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. CB CATCH BASIN GA GAUGE �� > Lj b.VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS CIP CAST IN PLACE HC HANDICAPPED N ISSUED AS AFFECTED BY BULLETIN BUT NOT PART OF BULLETIN OF NEW WORK PRIOR TO STARTING ANY WORK. CL CENTER LINE HORIZ HORIZONTAL �� aj Q Q FOR REFERENCE AND COORDINATION ONLY r,, �a� b. , c.EXISTING UTILITIES IF SHOWN HAVE BEEN OBTAINED FROM CLR CLEAR HP HIGH POINT _ , �x� p ISSUED AVAILABLE RECORDS AND FOR CONVENIENCE ONLY. CMU CONCRETE MASONRY UNIT IBC INTERNATIONAL BUILDINGgp THE CONTRACTOR CONC CONCRETE CODE SHEET NUMBER SHEET TITLE d.IF NECESSARY TO COMPLETE THE WORK, yrsPO SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL CONT CONTINUOUS MH MANHOLE . CONSTR CONSTRUCTION MISC MISCELLANEOUS t.-� r:: G-010 TITLE SHEET, LOCATION MAP, SITE DETAILS UTILITY LOCATIONS AND SIZES NOT SHOWN. ` 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID CONTR CONTRACTOR NIC NOT IN CONTRACT � DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL BE DBL DOUBLE NOM NOMINAL ` �' A-100 SITE PLAN ' RESPONSIBLE FOR REPAIRING ANY CONTRACTOR-CAUSED DAMAGE DIM DIMENSION NTS NOT TO SCALE "� CIVIL " T TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE AT THE DTL DETAIL SQ SQUARE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE DS DOWNSPOUT STD STANDARD G100 EXISTING CONDITIONS PLAN �� DWG DRAWING STL STEEL �E� ��~= � ' LEAST-DISRUPTIVE AS POSSIBLE TO THE OWNERS OPERATIONS. �� f SITE P�AN R T 1 V OAT I O N EA EACH TYP TYPICAL 0 C110 DEMOLITION PLAN 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN �� �z= � ���`�k ELEV ELEVATION VIF VERIFY IN FIELD DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. x a C200 GRADING AND ESC PLAN 7. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE EQ EQUAL Wj WITH 13939 SW PACIFIC HIGHWAY ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE FOR THE 0 C210 ESC DETAIL NOTES ����'T Ati ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR ti R iJ DIMENSIONS ARE NOT AS SHOWN, IMMEDIATELY NOTIFY THEr T I GA R D OREGON 9722 3 . C300 STORM DETAILS tJ GY" ARCHITECT OF ANY DISCREPANCIES. Q 8. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT FURNISHED E s C400 GRADING DETAILS AND/OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, ` OWNER OR OTHERS. d L100 LANDSCAPE PLANTING PLAN STORE # 5789 9. ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. `r 10.ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. ! L200 LANDSCAPE DETAILS AND NOTES d �� 11. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S CONSTRUCTION SET L300 DESIGN BUILD IRRIGATION U � OPERATIONS. LOUD ACTIVITIES (JACK-HAMMERING, SAW-CUTTING, 0 ETC.) AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES `sI (WATER, ELECTRICITY, GAS, FIRE SPRINKLERS/ALARM, SEWER, ETC.) SHALL BE PERFORMED DURING NON-BUSINESS HOURS AS APPROVED BY THE OWNER. ENSURE UNINTERRUPTED SECURITY PROJECT INFORMATION SYMBOLS AND PHONE SYSTEMS OPERATION. 12.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY ZONING: CG - GENERAL COMMERCIAL s c.zy s w AND SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNS, n N REFLECTORS, LIGHTS, ETC. TO PROPERLY IDENTIFY AREAS CLOSED APPLICABLE CODES: 4 OREGON STRUCTURAL SPECIALTY CODE M cu TO THE PUBLIC AND FOR PROVIDING SAFETY ALERTS DURING DETAIL WORK, CONTROL OR DATUM POINT (ossc) rrm��«rn �y� � r Q E CONSTRUCTION. -�. swGatd:nPar F4 " Z . 13.GRADES SHALL NOT EXCEED 5% (1:20) NOR BE LESS THAN DETAIL IDENTIFICATION Ah 50'-0"AFF 1"� " �° `" w >,� g > _ _2 AO OREGON MECHANICAL SPECIALTY CODE ab , � . " � Z � -0 M >, � a 1-1/2% (2% MAX. IN ADA PARKING SPACES); 1.66% MAX. CROSS CUT LINE-DEFINES THE (GMSC) �n � N > E ca w � SLOPE IN RECEIVING AREA. THIS SHALL APPLY TO ALL DETAILED ELEMENT �(� uarr (D W c c 3 E �;'��, ' 7�i rrmmrn nY >, Q) O 03 OFF-PROPERTY CROSS EASEMENTS AND DRIVE APRON 3 SLOPE DIRECTION WITH DATUM 3i OREGON PLUMBING SPECIALTY CODE , °`5 Z c y 4-- TRANSITIONS L WITH ADJACENT ROADWAYS. 701 SLOPE DOWN 1/$" (OPSC) W U 3 C 14.EXTERIOR CONCRETE SHALL RECEIVE BROOM FINISH FOR SLIP SHEET WHERE DRAWN MARK > o 15.6" MAXIMUM CURB HEIGHT AT PEDESTRIAN WALK. PER FOOT _ ' Q 2209-OREGON ELECTRICAL SPECIALTY CODE 16.ALL CURBS TO HAVE 3/4 EXPANSION JOINTS AT A MAXIMUM OFNORTH ARROW PROPERTY LINE �I C,�r «�PrrrE aw.an�oacw,ry 100'-0" AND CONTROL JOINTS AT A MAXIMUM OF 20'-0". PROJECT NORTH INDICATOR �� �� �BTfTaREGON FIRE CODE (OFC) w"faoGr+" 17.ALL BOLLARDS AND CONCRETE BASES FOR SITE LIGHTING SHALL c�a � v BE SMOOTH AND FREE OF VOIDS AND LUMPS. BOLLARDS ARE TO TRUE NORTH INDICATOR FENCE OCCUPANCY TYPE: M c�i BE PAINTED YELLOW; SITE LIGHTING BASES TO BE PAINTED ' t9 YELLOW WHEN POLES ARE LOCATED IN THE PAVEMENT AREA. xx x x x—x—xx x— CONSTRUCTION TYPE: V-B, SPRINKLERED >' CROWN TOP OF BASE TO SHED WATER. 18.ON-SITE DEVELOPMENT AND AREAS ADJACENT TO PROPERTY SUCH AS SIDEWALKS, PARKWAYS, STREET CURBS, AND DRIVE REVISION CLOUD AND DELTA BREAKLINEt � � vV'v9c h',t APRONS ARE EXPECTED TO BE NEW CONSTRUCTION OR REPAIRED TO "AS NEW" CONDITION ACCEPTABLE TO WALGREENS. PARKWAYS o o cn ARE TO BE LANDSCAPED AND IRRIGATED. ALL SIDEWALKS TO BE 2 PROJECT D E C R I P TI O N00 CONCRETE UNLESS OTHERWISE APPROVED BY THE WALGREENS coTECHNICAL REPRESENTATIVE. , Q MODIFICATIONS TO SITE PLAN AS A RESULT OF ODOT CONDEMNATION AND EASEMENTS FOR HIGHWAY 99W/GAARDE STREET IMPROVEMENTS. " ``" "� ,/ N <t ai 0 0 LO coN co VICINITY MAP 0 N 6" r CONCRETE CURB SEE CIVIL FOR ELEVATIONS, LANE WIDTH + FINISHED PAVEMENT SEE CIVIL FOR GRADES. OF PARKING STALL COMPACTED BASE "I ! 0 f- N ADJOINING SLOPE SLOPE = Y:X oI w SHALL NOT WHERE X IS A N O STANDARD U T 0 EXCEED 1:20 X LEVEL PLANT T R7-8 SIGN i Z -]Y 4 0 WALK STREET SUPPLEMENTAL SIGN MEASUREMENT 0 CUR RAMP SLOP NOTES: "VAN ACCESSIBLE" AND/OR � � � W 1. PAINT COLOR TO BE "YELLOW" FOR ARROW FINE AS APPLICABLE ry AND LETTERS. "STOP LETTERS TO BE ELONGATED HELVETICA MEDIUM, 4" WIDE c° " 5" I € I STROKE. 5 N 10 INSTALL SHEAR DOWELS STOP BAR DETAIL FINISHED GRADE w PEDESTRIAN RESERVE+ NOTE: Q 2'-0" O.C. AND WALK J �� N ALLOWED WHERE STORM WATER b0 ,��,T, KEYWAYS TO PREVENT QQ ' i OF TIG.ARD � HEAVING OF RAMPS DRAIN AGAINST FACE OF CURB. WITH ADJACENT SEE SIDE FLARE 4Y" 4Y" yj j�,FOR GODR COMPLtAN'�C'II! SIDEWALK OR CONCRETE NOTE BELOW o SURFACE � �� yam.. Z . vl INSTALL SHEAR DOWELS - N LOCATION PLANOTQ PARKIN DETECTABLE WARNING 2'-0" O.C. AND I r i I 0 ' SURFACE kiN4 KEYWAYS TO PREVENT I i i I o . HEAVING OF RAMPS + I I I mAddmot NOTES WITH ADJACENT s is "X" IS 60" MIN. AT AN OUT SWING DOOR WITH A SLOPE OF SIDEWALK OR CONCRETE 10 + I tttC a DETECTABLE WARNING SURFACE M IMCC ZONAL TRAY p ttT 1:50 (2%) MAXIMUM. LEVEL SURFACE IS PREFERED. + + SURFACE + i i + •.�.....r"� < a0 0 � M FINISHED GRADE + + + + x e ,' A CURB RAMP(S) MUST BE PROVIDED ALONG AN ACCESSIBLE I I I �+ o C? z a) N PATH FROM THE PARKING LOT TO WALGREENS CURBED + SIDEWALK. 24" DIA CONCRETE FO IN _J Q W W V C A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE PARKING ADA�RAAMP DETAIL ° ; ; . o OFFICE � �Y ¢ �; m 11.1 " 0' LOT AT ALL INTERMEDIATE AND PERIMETER CURBS ALONG HE __°__ + ' + I j _ D (D a ' _0. ACCESSIBLE ROUTE CONNECTING TO PUBLIC SIDEWALKS. + ° ____= =___=_= + " p Z A RAMP IS ANY SLOPE GREATER THAN 1:20 (57. » 2x2") AND SHALL + + + j — + + + + STEEL TUBE W -w-, W Cn HAVE A MAXIMUM SLOPE OF 1:12 (8.33%). THE MAXIMUM SLOPE i a i I.•'. " EXTEND INTO CONCRETE O .� a) IS 1" OF RISE PER FOOT OF DISTANCE TRAVELED. ° ' i - FILLED 4" PIPE. � = p H cl) co THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF 36". of z 12" DIA CONCRETE Z o FOUNDATION Q INSTALL SHEAR DOWELS a CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO NOT 2'-0" O.C. AND �r ___ 1'-0" __ _______ -I FINISHED GRADE W REQUIRE HANDRAILS. 1 1 2"� KEYWAYS TO PREVENT I I I• USDQT STANDARD R7-8 SIGN SEE NOTE N / HEAVING OF RAMPS --_ a + I ° BELOW _ ,� (2%' MAX) WITH ADJACENT ANY RAMP WITH GREATER THAN A 6 RISE SHALL HAVE t + + + (!) SIDEWALK OR CONCRETE HANDRAILS ON BOTH SIDES AND CURBED EDGE PROTECTION ON a SURFACE 4 .. E -- i i BOTH SIDES,SIDES, EDGE PROTECTION CONSISTS OF CURBS, WALLS, V W RAILINGS, OR PROJECTING SURFACES THAT PREVENT PEOPLE "� �� '` � ° -�---- + �� �, > FROM SLIPPING OFF THE RAMP, HANDRAIL DETAILS SHALL DETECTABLE WARNING r--,--�- T �- _7 �' J/" 0 FOLLOW ACCESSIBLE GUIDELINES. SURFACE - "a -I I + +. U ALL POST MOUNTED ACCESSIBILITY SIGNS SHALL BE ACCE SIBLE � + SIDE FLARE NOTE: MOUNTED WITH IDEAL SHIELD BOLLARD SIGN SYSTEM. I- 1:12 (8.33%) MAX, BOLLARD AND POST SLEEVE SHALL BE GRAY COLOR. , (SEE REFERENCE DIAGRAM ABOVE). SIDE FLARES SHALL HAVE A INSTALLATION PER MANUFACTURER INSTRUCTIONS. W �- MAXIMUM SLOPE OF 1:10 (107.). WHERE "X" IS LESS THAN 48", I I _ m W SIDE FLARE SLOPE SHALL BE 1:12 (8.33%) MAXIMUM. WHERE —I ( I— ¢ LO W "X" IS LESS THAN 36", � W ��e�( Z H > J CL 0 Q W ADA RAMP DETAIL ADA RAMP DETAIL G ADA SIGNAGE DETAIL ADA�SIG�ND�ETA�IL &314 ARKING LOT SIGN DETAIL U- o 2 L Iz 1 1/8"= 1'-0" 1/8"= 1'-0" 1"= 1'-0" 3"= 1'-0" /^�"= 1'-0" G-01 1 1 COPYRIGHT 0 2012 WALGREEN CO. ALL RIGHTS RESERVED C9C9 � o Z z 0 :, Z w L6 a ,l) T Z o 10 ii � Z � Ll! - J J Z p _ 15 UQ `- Qz Ry y n 4 ` E•...; w o II it / !.-y 15'-6" 0/i-, l ----------7i I 3 . Ii ___-------- / U 1 -_ ----------I - i t. i--- �------------------------------------------------------- --- a �/ ::• • U 1 21 3 it I _ W, ii ----------------- 140 / xF ,i O ----------�I o cn 2 II ,,, .t`, �•;' 't+© i,....__.....--_...� s it 16 o STOP % / 8 o let Lo 9 10 /f II + !I I 1 I ej. Q' w w O ' Ilr x n �- n �� .' 1 U co 10 ( )i, 15-6 261-011 150.6" I140"1"- e. " . I, $ O I s i EXISTING � , L a L � '} - au u U N t5 E f� WALGREENS , I6 - 0 z 2Z m o a I� ® cx I I.. . o d` ' E "_qu 2 L I 1 ZO a) °} ° L u cu a— .. { > U I i � �-00E � I U 4 Q to p ca }r U m Q Q 18 Csl yo i, -100 I R�S;�, a' ,E �E :y � co 9 f — c(D € 11 �� A� ' U7 rn w •�"4:' d' / ''�� (DLCCESSIB.LEPARKING ¢ `° C) ii 'I , ¢ ai 1� r-� ____ _ — r "'' 8 Qj 1/8"= 1'-0" a a`ai o F� ti, /I I\ :� ` 0 U) 0 / p 13 U) m cq 10 14 10 o m 13 �- °' m ED di / O cy 14 18 / `� (11)STALLS @ 9' = 99'-0" '-6" ,A `09Lo' 11 ip s i 10 .00 12 IMP 1 4 CV 9 12 60 12 % ��� ° r i s St / z 9 131 1 1- 4'_011 6'_011 4�_g„ ,"g'f x / '-4" (11)STALLS @ 9' = 99'-0" I 01 -A, I w / o i i, 01V 10 z 14 11 0 cv in I �I 13 14 og�, T-3 3/4" 90'-6° 17 16'-3" / s I I s / 13 �� 14 26'-0" s 10'-7" 4'-11" LZ`_ 10 C C C C , C C in °"w _____ ACCESSIBLE ROUTE 0 �,■ _ / Z SW GAARDE STREET �, d co � co IN o) Z fl- ARCHITECTURAL SITE PLAN _ w W c d � m v a� 1"=20' Q o z O J KEYNOTES o � Q © a � �` --1, 0 PAINTED HANDICAP SYMBOL 0 ACCESSIBLE RAMP WITH SIDEWALK FLAIRS AND 13 PAINTED STOP BAR. SEE DETAIL 2/G-010 21 SEE CIVIL DRAWINGS FOR SCOPE IN THIS AREA ¢ i DETECTIBLE WARNINGS. SEE DETAIL 1/G-010. #— M 4 0 PAINTED ACCESSIBLE LOADING AREA. SEE CIVIL DRAWINGS FOR GRADES. 14 PAINTED DIRECTIONAL ARROW. STRIPING TO BE 4 WIDE @ 12 O.C. 0 6"CONCRETE CURB. SEE DETAIL 7/G-010. 15 CAR OVERHANG AREA. 31 0 EXISTING BUILDING COLUMN SEE CIVIL DRAWINGS FOR GRADES. w N O 1s NEW 4"THICK CONCRETE SIDEWALK. v EXISTING BUILDING OVERHANG 10 EXISTING CONCRETE CURB TO REMAIN.ALIGN10 FINISH SURFACES AND DOWEL TO NEW CURB TO 17 12" PAINTED"C" DENOTING COMPACT PARKING STALLLo 0 EDGE OF REPLACED SIDEWALK. DOWEL TO EXISTING PREVENT SEPARATION w m - o a u- TO PREVENT SEPARATION. SEE CIVIL DRAWINGS FOR 18 RELOCATED PARKING LOT LIGHT POLE MOUNTED ON ` GRADES 11 LANDSCAPE AREA. SEE LANDSCAPE DRAWINGS CONCRETE BASE PER MANUF. RECOMMENDATIONS. W aC j J 9Q d w s5 N 0. HANDICAP SIGNAGE. SEE DETAIL 5/G-010 12 ACCESSIBLE RAMP WITH DETECTABLE WARNINGS. 1s EXISTING PARKING LOT LIGHT POLE TO REMAIN. SEE DETAIL 3&4/G-010. SEE CIVIL DRAWINGS FOR A- 1 0 VAN ACCESSIBLE SIGNAGE. SEE DETAIL 6/G-010 GRADES. 2Q RELOCATED MONUMENT SIGN BY OTHERS. dw �o COPYRIGHT O 2012 WALGREEN CO. ALL RIGHTS RESERVED zz ¢ ' zz< 2 Q w 1200 a � � w toz � -1 0 d p _ LEGEND, �- 0 w W a r------ - EXISTING BOUNDARY LINE a —I—11 ' -"r—��rr—��+�r��+�r�r►sr.r�rrrr�w�rrw rswrr�r�rr rr�r�r�rrarr�rrr���rr�ssr��rrr�iww,r��—,.r�rrr„�rrr�rs EXISTING RIGHT-OF-WAY LINE i �� __ ___ - - - — - - - d . >_ - NCE LINE TYPE AS NOTED d x FE , I �, , - --- r r� I , 10 >J, sa - STORM DRAINAGE LINE j I \ e - UNDERGROUND ELECTRICAL LINE l UNDER N A d / GROU D N TURAL GAS LINE X t a 7 . da' �' 4 d aHw OVE E W 1 tC RH AD IRE �' �'0 tsa) Sn Sp SD' S�)' SQ "i > ( ) ( ( { ) .,j3:= BUILDING FACE f i da — ___.___.. — _ (J f d r B ILDING OVERHAN L NE I G l 4 I a` _ _ ! _ -- — E XISTlNG B L N 1 CUR 1 E ::. f ---�A- d d . C. d. _ EXISTING WALL f 'd . f - o t ASSUMED WATER LINE »� ` ;' " �, f EXISTING,'6 FIRE'WATER L1�E' q / X 7 _ 1 (SD ASSUMEQ WATER LINE ce- / ) 1 rf � � {w) — - ASSUMED WATER LINE 0 (Sa) - ASSUMED WATER LINE ,� EXIST'ING 2"DOMESTIC WATER LINE �� DEDICATED RIGWT OF WAY , r -. - d , / d 274 EXISTING MINOR CONTOUR r " d EXISTING 6"bdV / tl --- -- -275— - -- - — - EXISTING MAJOR CONTOUR I . tl EX1StII�NG FDC d I - EXISTING ASPHALT SURFACE x d - —tl -. i , P Qtl' y' /'' o 'r . d - EXISTING CONCRETE SURFACE ,-�� �\ . 1 a VACATED RIGHT OF WAY - GAS VALVE . ,.. �" ® - STORM DRAIN MANHOLE tns tl •.�. �_ - a � ® CATCH BASIN �y, x 4 � ` ® - CATCH BASIN-TRAPPED TYPE cy ���PROF�vI I � '-' - ROOF DRAIN ��GI 119 I , �` d d° _ 1 f I 5 -6 FIRE HYDRANT a, Q - FIRE DEPARTMENT CONNECTION i" FJClSTING BU(LQING d O `/� ' ' • ° WALGREENS o ' - UNDERGROUND WATER VAULT ✓ 1 a d I aC� ©" �' ® - WATER VALVE ��y 5, 190 I c 13939 SW PACIFIC HWY �, !r a TIGARD, OR 97223 �' EXISTING FIRE HYDRANT - WATER METER BOX '��Q �d i' ' ,GF ° ; ;' "" _d ' 0 - IRRIGATION CONTROL BOX 9 F , d EXISTING DOMESTIC WATER METER cc - SHOEBOX LIGHT(SINGLE) p�SES:12/31/15 I a p'. 4l,` a EXISTING DOMESTIC DCV © - CABLE TELEVISION VAULT $ I `�'- , , ` % 4-- STREET LIGHT(COBRA ARM) T 'oP d ' r' d - ELECTRIC METER d t ( T E ° �� ' a - UTILITY POLE °' j d a, ry* � - GUY WIRE O I tl d d r oCo - UNKNOWN CLEANOUT tl I I: tl ,f - BOLLARD tV d O4 �. - �✓" 0 .. GATE POST N d, �- - SIGN POST �` c» Itl t- d �, d - EXISTING TREE ; L] � f 'a. S I / T r, - . ,'' d ]4� ODOT CONCRETE RETAINING WALL -� F 1G ° CURRENTLY UNDER CONSTRUCTION(TYP.} ' '':" STORM DRAINAGE TABLE o tl 4 d b ' . e a' tl. d.' e 1 STORM U` ,tl / d' DRAIN MANHOLE ;' RIM =273.67 �.. Co ,' tE$"PVC iN {N)=268.56 g sa ( tSr I� / o� IE 8"PVC IN (E)=266.52 P g / - � IE 6"PVC OUT(SW}=268A2 �.) '' �� ' /�. : IE 12" PVC OVERFLOW(S}=268.42 �, � � 1� SUMP=260.82 3 ' // 6 ! STORM DRAIN MANHOLE f IEI�12" PVC iN {N)=283.84 - ,` - , ,'� Q IE 12" PVC OUT(SW}=263,67 /r } / ' � ,' jj//�� SUMP=263.30 : ;:l / d �� STORM DRAIN MANHOLE p / �,�� a� �- '� , ' �"" . RIM=274.22 F= / '�✓ IE 12"CONC IN (E) 263.32 ` IE 12"PVC IN{NE)=283.27 U �� IE12" PVCIN(N)=263.07 0 / `�. o ; IE 12"CONC OUT(W}=263.02 / /'/ L,.�' CATCH BASIN U3 RIM =271.70 > /' '� IE 8"OUT{S}=28$.70(PER AS-BUILT} / a CATCH BASIN RIM =272,90 m �1 . W IE$"OUT(S}=269.40(PER AS-BUILT} .. ' dp .. ".' CATCH BASIN ..Y►�;, RIM=273.20 a ... ",`:, "�•�► - ,,,�;:: W -- IE 8"OUT(N)=269.70 (PER AS-BUILT) " 'ww---'�-4... rr., s,if,ur w �l...W.A Q «r�"` E """"`.': ....r�: rr ., ►.,, i CATCH BASIN Ci RIM=276.38 z d - o Q- `."_—. E .- . ' IE 12"CPP IN(S}=272,83 —d ) 27 ------ - 4 d ,0� IE CPP OUT(W 2.48 E SUMP IS FULL ^__ e tl tl 4 d � -- �, ��y}< 2 _-- fr_ . �. ti.:/ DITCH INLET z sp < .._;_T`M1 k__- , tl . 4 RIM=265.27 ey o VACATED RIGHT OF WAY 7 d IE 10"PVC OUT(S}=284.17 J '� ao 3 M .- 1` N SUMP=261.97 2 Lo Z rn ti W z rn DEDICATED RIGHT OF WRY ODOT CONCRETE RETAINING WALL !9 CATCH BASIN m � 0 a RIM =272.80 � W E 0 .{/��'���/��/// /''� {(.��,'.}yj�Rj�" �T CURRENTLY UNDER GONSTRUCTIpN(TYP.} IE t3"OUT(E)=269.3 'z �j = W a t4 ^V ! R fir/AA7 \V E fir/ ■ r 10 CATCH BASIN 0 8 w ._J � RIM=272.3 w W �[ f13 IE 8"OUT(S)= 268.8 � 9 O � m t!? V_ r Z 0 DATUM: BASIS OF BEARINGS: UNDERGROUND ACCURACY STATEMENT NOTES: C� ELEVATION DATUM: NGVD 29 BASIS OF BEARING AND BOUNDARY ARE PER SURVEY NO.28,492 WASHINGTON COUNTY THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND 1.) BOUNDARY LINES WERE NOT SURVEYED-THEY ARE BENCHMARK: WASHINGTON COUNTY#949,A 1-3/8" BRASS DISK SET IN CONCRETE STEPS SURVEY RECORDS EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN PER RECORD INFORMATION ONLY. SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER tN SERVICE OR ABANDONED. THE 2.) SITE WAS UNDER DEMOLITION/CONSTRUCTION AT z LOCATION: IN THE FIRST STEP ON THE SOUTHWEST SIDE OF STEPS OF THE TIGARD GRANGE HALL SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE THE TIME OF THE SURVEY. -- NORTHWEST ENTRANCE;t 615 FEET NORTHEASTERLY OF SW MCDONALD ST. EXACT LOCATION INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS �_ SITE INFORMATION: POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA ELEVATION:269.592 FEET REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO � uw >- ": LOCATED ON THE WEST SIDE OF SW PACIFIC HWY(99W}NORTH OF SW GAARDE STREET. UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS e� m m r; W LOCATED IN THE SE 114 OF SECTION 3, TOWNSHIP 2 SOUTH, RANGE 1 WEST,WILLAMETTE MERIDIAN, SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW,AND CONSTRUCTION W 2 z to i CITY OF TIGARD,WASHINGTON COUNTY, OREGON OF MANHOLES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. w O,d Q W SCALE:1"=20' M p p w I? �� ''► 20 10 0 20 V l 0 V Z Z Q o z z �W 2 Ous wz � w � 8 wwz y -= W UQQW LEGEND. � 0 W W a --`------ -------- - EXISTING BOUNDARY LINE o _.,,�.,. . . . . .. ._,.. .r. .. , ..... .__..... ...a_. .. ._, .... .. ... ....... .... . .a. ........ .. __ . ... ..... ..... ..... .... .... .. .. ... . EXISTING RIGHT-OF-WAY LINE i - - X FENCE LINE, TYPE AS NOTED SD STORM DRAINAGE N ' LINE ' M E UNDERGROUND ELECTRICAL LINE G UNDERGROUND NATURAL GAS LINE _ r ( T, . t _, _ rr r rT~: BUILDING LDING FACE , ) , r _., <• -° BUILDING OVERHANG z. A A , ,.,. 1 c� p, EXISTING CURB LINE IIEXISTING WALL l WATER LINE TING 6tE 1NA � , _ E o 6 !! {so) ASSUMED WATER LINE x d '� �,. (W) - ASSUMED WATER LINE (SD)'Ab - ` E?iSffNtd .. ASSUMED WATER LINE DEDICATEDRIGHTOFWAY ---- •� 'Cly Ct,�. `wry F. 'd _ t � O EXISTING MINOR CONTOUR EXSN —275 EXISTING MAJOR CONTOUR 1 , F_XIST ING"FDC -- ---- -- - PROPOSED SAWCUT LINE x5 EXISTING ASPHALT SURFACE TO REMAIN 4,1 sp h O d \. c .. tfiP ,r` � .�; . . .� � EXISTING CONCRETE SURFACE TO BE DEMOLISHED 1 „ VACATED RIGHT OF WAY 2 ° - AND DISPOSED OF OFF SITE , EXISTING CONCRETES CE • �, F SURFACE . � > PROFF a d - GRAVEL CONSTRUCTION ENTRANCE C?c'�� GIN Er GV 191 GAS VALVE r k „ d ` S � STORM DRAIN MANHOLE BUILDING OR d CATCH BASINWALGREENS 9 13939 SgSGA D�ORiFIC HWY 97223 ® - ROOF DRAIN -TRAPPED TYPE 0 D E L ��, CATCH BASIN EXISTING FIRE HYDRANT I r 41G,P 3 6 ,' d EXISTING DOMESTIC WATER METER -6-- - FIRE HYDRANT EXPIRES:12/31/15 X I / EXISTING DOMESTIC DCV 1 15 w - UNDERGROUND WATER VAULT FIRE DEPARTMENT CONNECTION 1 , d �GP �' �; ® WATER VALVE � ,� , . � � ® WATER METER BOX O ���.. W r d j a - IRRIGATION CONTROL BOX p f c - SHOEBOX LIGHT(SINGLE) L a CABLE TELEVISION VAULT �-�- ` dN I d - STREET LIGHT(COBRA ARM) ® - ELECTRIC METER N SJ � ,�' --o-- - UTILITY POLE --•<0 �� � GUY WIREcu o .� g - } ODOT CONCRETE RETAINING WALL a - UNKNOWN CLEANOUT -� � a ✓. , d CURRENTLY UNDER CONSTRUCTION(TYP.) p - BOLLARD U. GATE POST d w + � d � � " 'd � � , . -II- - SIGN POST H �. ;..5 ._. �� d �. 0 �.�0. .� til t � --� d ,,� � 4 - CONIFEROUS TREE © � t`– IYf :. ...- do-_..... '. � ,.S'F .', 4 ,._. _..:,. ..._., .. '.., ...-'". ,. ,- ..: ,.. '-�. ay' .. .,,: `".',y'✓' 1. ,> ./:E – : DECIDUOUS TREE 5 . .r<� � -`� (D Cy3 DEMOLISHED CONIFEROUS TREE L{. .i DEMOL H Q IS E DECIDUOUS TREE _ r > - INLET PROTECTION 4 X ---- X ---- - SEDIMENT FENCE PROTECTION C) O r+; ! ,:' r ,' Yy:.':L. .4"`«ey. ..,., -.#.:, y, ,.rq. ,3 e - ;:r,<'_ � ,r Y t,•:: iJ ..1 .,fir t 7 DEMOLITION NOTES NOTE: uiui , , r - ; t r K r FilREMOVE EXISTING A L WATER LINE AND APPURT ENANCES TO BE RELOCATED BY CITY OF f �❑ REMOVE EXISTING CONCRETE. \ � ✓ f III 31 REMOVE EXISTING CURB. !� _< j d i 4 REMOVE AND REPLACE EXISTING >- - - DITCH INLET. SEE SHEET C400 FOR DETAILS M 2 a SAWCUT EXISTING CONCRETE (TYP.) 61 SAWCUT EXISTING ASPHALT PAVEMENT(TYP.) t NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YO_` _____ _ _______- TO FOLLOW RULES ADOPTED BY THE dl o OREGON UTILITY NOTIFICA11ON CENTER. '1 a TI-FOSE RULES ARE SET FORTH iii! CAR 952-001-0010 THROUGH OAR �., V 952-001-0090. YOU MAY OBTAIN o ca VACATED RIGHT OF WAY yy __<`~- -�- COPIES OF THE RULES B Y C A�`INC THE a ,j N - C ENTER. DEDICATED RIGHT OF WAY ODOTCONCRETE RETAINING WALL (NOTE: THE TELEPHONE NUMBER FOR w v c CURRENTLY UNDER CONSTRUCTION(TYR) THE OREGON UTILITY NOTIFICATION � � � tv v rn SW GAARDE ST. T CENTER IS (503)-232-1987;. o = S_ z 0 o w -j S POTENTIAL UNDERGROUND FACILITY OWNERS Z w O Q M 1 CD 0 C. � 0);0' Ding ;'A Safely. V_ Call the Oregon J One-Call Center DIAL 811 or 1-800-332-2344 l 2-2344 0 EMERGENCY TELEPHONE NUMBERS W NW NATURAL GAS M—F lam—bpm 503-226-4211 Ext,4313 AFTER HOURS 503-226-4211 PGE 503-464-7777 � m � w QWEST 1-800-573-1311 z � SCALE:1"=2V U-1 CITY BUREAU OF VAINTENANCE 503-823-1700 w � Q w CITY WATER 503-823-4874u.. 20 10 0 20 VERIZON 1-800-483-1000 0110 I -11 10 _ZZd 'a 2 22to 2Wwu5 � Zoa LEGEND: � � -- ------------ - EXISTING BOUNDARY LINE � CO- o a - - - EXISTING RIGHT-OF-WAY LINEv Q w x - FENCE LINE, TYPE AS NOTED ¢ - LL w SD - STORM DRAINAGE LINE o x'�--==". "�"'""`" ""�---==R`�"'----=' .. ."`)t -="'R --"=X"'=-.'�""'R*"-=* ....,,. �.r _ _ - NATURAL GAS LINE E UNDERGROUND ELECTRICAL LINE o i G UNDERGROUND - - - ---------- - - - OHW OVERHEAD WIRE BUILDING FACE ------------ 2iu3 - LINE 3 �! EXISTING CURB LINE - v co co co - - - EXISTING WALL r (SD) 18D) (SD) ($D) .... .w SD .� .-j: )... ... i (w) ASSUMED WATER LINE (MATCH) 5 (SD) - ASSUMED WATER UNE (vv) 274 PROPOSED MINOR CONTOUR m �u 275 - PROPOSED MAJOR CONTOUR 1 ; - -- -------------- 274 EXISTING MINOR CONTOUR , �+ TC:274.04 -275- - - - - - - EXISTING MAJOR CONTOUR S274.50 y. .._... BC:273.54 U' __ __ _ 4 (MATCH) TC:274.03 ,y PROPOSED SAWCUT LINE i I TC:274.27'-�BC:273.54� 5275.00 ` � •., ! _ - EXISTING ASPHALT SURFACE TO REMAIN X1 r C a BC:273,77 TC:274.Q7 w / TC:??? - BC:27357 w a BC:274.47 EXISTING CONCRETE SURFACE TO BE DE r L a� wMw w w AND DISPOSED OF OFF SITE w w SEE DETAIL ON SHEET C400 TC:274.14 �, �, wd _ 2 4 EXISTING CONCRETE SURFACE X cn P �4�S272,97 BC:273.64 E 4p., TC:274.25 E ; BC:273.$8 R272.86 _ �, REHABILIITATE 4 ;,' 2-•.7%__ w w w ` w w ' ,' - GRAVEL CONSTRUCTION ENTRANCE AND `�� _, 5273.16 •� p f 4 TC:274.33 ad "j (MATCH)- RESTOREw w w k . , EXISTING '� ° . BC:273.83 w rr (TW:275.82) PROFS SWALE 4 e 5273.55 w w FG:275.40 - PROPOSED ADA STALL w � GIN �q fp'lry 5273.60 ? w w w w (BW:273.70 4 ,! w w w 196 EXISTING BUILDINGQ WALGREENS V w - GAS VALVE .. z 5273,63 w w w 13939 SW PACIFIC HWY - STORM DRAIN MANHOLE 9 dam' a TIGARD, OR 97223 Q_ ��. w �'� IpDE tN 1 G,�' Q S273.6$ � w '� f - CATCH BASIN '�' t / ,' ® CATCH BASIN-TRAPPED TYPEIF tt'IEs:t2I31115 TC:275.25 1 w 'BC:274.75 w c,' ROOF DRAIN w S273.73 ., FIRE HYDRANT v4 ' t - FIRE DEPARTMENT CONNECTION GP # 5273.91 d t ` r TC:274.36 (MaTerlj (TW:276.92) ❑ . SEE DETAIL ON SHEET 0400 BC:273.86 a r + UV UNDERGROUND WATER VAULT tz FG:275.35 p f , w (BW:2?4.1 } ® - WATER VALVE - G1 t>" 5273_69 1 w , ® - WATER METER BOX t1 d a a . TC:274 30IRRIGATION CONTROL BOX �W �y D TC:274.52 f BC:273 8014 - SHOEBOX LIGHT(SINGLE) ' rn BC:274.02 b w w, � - CABLE TELEVISION VAULT a - - STREET LIGHT(COBRA ARM) CL cc = ELECTRIC METER l r UTILITY POLE j of u- E !`. - GUY WIRE a co d � 3 . - 2 E3 _ �Ci _ -__C TC:274.49 f - BOLLARD N CLEANOUT ! t a - BC273.99 w P - GATE POST ~ 70:275.67 '/ �' - sD (SD) C° 1 BC:275,17 �,'t SIGN POST ( ) ( ) e■Nw� ®rai oz - CONIFEROUS TREE �T.27"47 -' cn ! +..� BC:274.07 ` f + co 70:275.70 j� cb - DECIDUOUS TREE 0 o TC:274.52 BC:275.20,11, CL 3 W TC:274.88 TC:274.93 -----_---_ - q�l �r.... ! 3 BC:274.02 DEMOLISHED CONIFEROUS TREE ! BC:274.38 BC:274.43 _ TC:275.6$ w BC:275.18 ` w TC:274.59 TW:278.69 - 70:274.67 BC:274.09, " _� r w FG:27620�) - DEMOLISHED DECIDUOUS TREE 1 >w TC:275.15 ,_,; �. /j �TC:278.23 BC:274.64 TC:275.07 , `' BVU:274.$1 ; ' - INLET PROTECTION !' TC:275.23 BC:274.65 w ( ) ! BC:274.73 I BC 274.57 - y BC:274.73 70275.26 f v � / , ' ---- X ---- X --- - SEDIMENT FENCE PROTECTION 2 >' 1.. 1 TC:275.85 Imo` U TC:275.60 J, w BC:274.76 w f ``► BC:275.11 '- TG 275.26 w - 'BC:275.35 w 'TC:275.32 BC 274.76 /' y r 3 , `. j ry6 ;- ►� �� �'- '-- -- - STRAW WATTLES PROTECTION :13 r, w B_C:274,$2 /► 2 -- - -- - - - - l 70:275,99 ! TC:274.67 tr ' w 1 -275 - - - TOP/BOTTOM OF CURB SPOT ELEVATION _ - - TC:274.7$ BC;275.49 BC:274.17 w TC:275.64 BC:274,82 v s-'", ,, . � w U1 BC:275.14 TC.275 86 70:275.90 ©'� , 5273.09 _ Z BC:275 40 , SPOT ELEVATION t ! 70:275.73 BC:275.36 " /. � U} BC:275.23 TC:275.70 TC:276.30 BC:275.20 0 ,�, (TW:276.92) - TOP OF WALL SPOT ELEVATION > ch BC:275.$0 ® TC:276.58 "o 70:276.66 ,�. FG:275.25 - FINISH GRADE SPOT ELEVATION ! TC:276.66 BC:276.Q$ TC:276.$0 ! 80:276.16 --"-------------- BC:276.30 - --BC:276:16 ,,� ', } - WALL SPOT ELEVATION ---- - ! (TW:279.91) 74 2 BOTTOM OF L TC:276.$0 26 ,,E °�No.a - SLOPE ARROW m TC•276.66 FG•276.47 --.5% i BC:276.30 '�, BC:276.16\ { a ITC �' W:27S.30} , 27714 w 70'277.03 BC:276.64 Iw- *^-�•-..., TW:277 33 �'.: - { BC:276 53 : 7 FG:276.$$ TC 2 7 30 j {TW:280.29} ,�-- (BW:275.29) w w w w -'.• � ,� , �. BC:276$0< < w .FG'276.$6 �"'""`---- EROSION CONTROL NOTES T NOTICE T 0 EXCAVATORS: Z (TW:280.02) ATTENTION: ,OREGON LAW REQUIRES YOU �`'--- + (TW:279.60}_ FG:277.40 1 INSTALL WOVEN INLET PROTECTION IN EXISTING AREA DRAIN CATCH BASIN. TO FOLLOW RULES ADOPTED B Y THE FG:277,23 FG:277.36 {BVi1:278.84) INSPECT, CLEAN AND MAINTAIN PROTECTION TO PREVENT SEDIMENT LADEN (BW:275,43) r OREGON UTILITY NOTIFICATION CENTER. .-- ''+ WATER FROM ENTERING THE STORM SYSTEM THROUGHOUT CONSTRUCTION. Qr REFER TO WOVEN INLET PROTECTION DETAIL ON SHEET C2.1. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR s° 7 V INSTALL AND MAINTAIN SEDIMENT FENCE PARALLEL TO SLOPE CONTOURS. 952-001-0090. YOU MAY OBTAIN CL. 0 M REFER TO SEDIMENT FENCE DETAIL ON SHEET C2.1. COPIES OF THE RULES Ei Y C A!_L(NG THE j h- N �' tt') Z p� N C ENTER. ��r^^ z PROVIDE 10'X10'(3 CY MINIMUM CAPACITY)CONCRETE TRUCK WASHOUT AREA. (NOTE: THE TELEPHONE NUMBER FOR vJ R W W ca c LOCATION MAY VARY DUE TO CONSTRUCTION. CONTRACTOR TO CLEAN OUT THE OREGON UTILITY NOTIFICATION W "� ca � O SSWf'"�► q per* AREA AS NECESSARY TO MAINTAIN CAPACITY. DO NOT DISPOSE OF WASHOUT CENTER IS (503)-232-1987). o 0- V y L7/"'"►AR®E ST. WATER INTO STORM DRAINS, SURFACE WATERS, OR INTO DEWATERING AREA. REFER TO CONCRETE TRUCK WASHOUT DETAIL ON SHEET C2,1. w W J POTENTIAL UNDERGROUND FACILITY OVVPJERS Z -' a) -,o- INSTALL INSTALL BIO-FILTER CHECK DAMS PLACED ACROSS SWALE. REGULARLY INSPECT ; : < o0 m cm CHECK DAM TO ENSURE THE DAM HAS NOT BEEN BREACHED OR OTHERWISE / CD M F- DAMAGED. REMOVE SEDIMENT WHEN IT REACHES HALF THE DAM'S HEIGHT. Dig / Safely. (` 11 r REFER TO CHECK DAM DETAIL ON SHEET C2.1. Call the Oregon One-Call Center 'z DIAL 811 or 1-800-332-2344 10 NOTES. EMERGENCY TELEPHONE NUMBERS w 1.) SEE SHEET C210 FOR EROSION SEDIMENT CONTROL DETAIL AND NOTES. NW NATURAL GAS 2.} SEE SHEETS C300, C400, L100, L200,AND L300 FOR M-F 7a -6pm 503-226-4211 Ext.4313 SWALE REHABILITATION DETAILS AND LANDSCAPE AFTER HOURS 503-226-421111 uti PLANTING PLANS. uj PGE 503-464-7777 � uj QWEST 1-800--573-1311 SCALE: 1"=20' CITY BUREAU OF MAINTENANCE 503-823-1700 w Q w CITY WATER 503-823-4374 u`- 20 10 0 20 VERIZON 1-800-483-1000 r 0200 Ut90 ' Z Q a txM Zw � A � Z08 - 0 20 NOTES: CO � W 3: z � _J 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED I j d r III BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT Q CONTROLS WHO WORKS FOR THE PERMITTEE. LL 5 W 55 o Q 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 ANGLE FILTER FABRIC EACH YEAR. FENCE TO ASSURE SOIL IS TRAPPED 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. 4, SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION,THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 1" REBAR FOR BAG REMOVAL 1 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE 1 APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. CATCH BASIN GRATE 8. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. INTERLOCKED 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 113RD THE BARRIER HEIGHT, 2"X 2" POSTS PLAN VIEW AND PRIOR TO THE CONTROL MEASURES REMOVAL. CATCH BAS( AND ATTACH 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT NTS COMPLETION OF PROJECT. ° " . ° EXPANSION RESTRAINT 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. USE STITCHED LOOPS 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUIDa � IOImUm t7 WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. b ab OVER 2" PASTS NOTES: ' >g from toe slope.1 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. n., 1. BURY BOTTOM OF FILTER FABRIC 6" NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD D $ VERTICALLY BELOW FINISHED GRADE. BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. D 2. 2"x 2" FIR, PINE OR STEEL 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL STORM PIPE D ,. FENCE POSTS. MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. ° e POSTS TO BE INSTALLED ON 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON 3.°. a UPHILL SIDE OF SLOPE. THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE a D D b' CLEARING LIMITS.THE OWNERIPERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. >.a °�' ,. . 4 a F 4. COMPACT BOTH SIDES OF FILTER FABRIC D< NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. a g. °. TRENCH. 6 b ffi ;. D.8 Q SE ° ! 6 ¢ { 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT a S. PANELS MUST BE PLACED CONTROL,AND INLET PROTECTION,THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. ACCORDING TO SPACING ON QED PRQ��C � 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN - 2"X2"X3l4" RUBBER BLOCKS PROFILE. DETAIL NO.940 THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. NTS 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS 70 DRAIN 19 THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE, POLYPROPLENE 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT FILTER SACK (WOVEN) ORE CONTROL BMP(I.E.FILTER BAG). $ FILTER FABRIC MATERIAL 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATERJF3" WIDE ROLLS DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. WOVEN P O LYP RO P LEN E SACK o DE l A 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. d EXPIRES:12/Si/15] 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. t0 22 IN SHARE NG,MULCHING,OR OTHER APPROVE MEASURES.BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC NATE 1 N 23. ALL EXPOSED SOILS MUST IN BECOVER D U T FOR FURTHER INFORMATION 6'MAXIMUM SPACINGFOR FURTHER INFORMATION E DURING G WET WEATHER PERIOD. 1. RECESSED CURB INLET CATCH BASINSON DESIGN CRITERIA SEE aN DESIGN CRITERIA SEE Q3 MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER = Cr. FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION FRONT VIEW SERVICES EROSION PREVENTION AND SEDIMENT CONTROL SEDIMENT DESIGN MANUAL. FABRIC INLET SACKS TO BE DETERMINED NTS LL BY MANUFACTURER. PLANNING AND DESIGN MANUAL. �I lot cis INLET PROTECTION `r S STANDARD EROSION CONTROL NOTES TYPE 5 aeanWater Services SEDIMENT FENCE aeanWater Services FOR SITES LESS THAN I ACRE C.�.eanWater Services DRAWING NO. 920 REVISED 12-06 Our commitment is clear. DRAWING NO. 875 REVISED 12-06 Our commitment is clear. :z ILL 0 DRAWING fv0, 945 REVISED 12--06 Our commitment is clear. Q C7 cel IO FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN (NATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL f PLANNING AND DESIGN MANUAL. z O F- C1. GAFF co "IA -COXNCRETE WASHOUT PIT AREA WITH SIGN. z Ca�L app SIGN TO BE POSTED AT ALL TIMES. 0 q�f �4 W NOTES: w 1. WASHOUT AREA TO CONTAIN A MINIMUM 2 CY. (8'LONG BY 8`WIDE BY V DEEP.) -�- 2. REMOVE AND LEGALLY DISPOSE OF WASTE MATERIAL WHEN IT ACCUMULATES TO 2/3 OF WET STORAGE CAPACITY OF PIT. 3. CONCRETE WASHOUT AREA TO BE REPAIRED AND/OR w ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR STED CONCRETE. < 4. UPON COMPLETION OF CONSTRUCTION ACTIVITIES REQUIRING CONCRETE WASHOUT THE WASHOUT SHALL BE REMOVED AND THE AREA SHALL BE RESTORED TO FINISH GRADE AND d EXISTING CONDITION. z CONCRETE TRUCK WASHOUT NOT TO SCALE PLAN VIEW Q 0 M =4N °! ti NTS W S C3? 6" OVERLAP M Uj TYPICAL M LU O O U F 6 " n °- 0 -- z ,J TO ._„ wo PROFILE ~f NTS W NOTES: 1. STAKING OF BAGS REQUIRED USING (2) 1"X2" WOOD STAKES OR APPROVED EQUAL PER BAG. r 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. V) 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS APPROVED W BY THE DISTRICT OR CITY. CHECK DAM BIO--FILTER BAG2 ca I': °w aeanWater Services Q Z Our commitment is clear, Uj DRAWING NO. 845 REVISED 12-06 w d w U. D © 0: C210 -11 OZ 1ZD Q, 2 Zz 0 ww fn- a. Z 0 co 9 W W :--g: za 51 w Z it W PIPE OVERFLOW RIM 0 w CO W 0 811 DRAINAGE FILTER FABRIC PIPE OVERFLOW RIM (MIRAFI 140N,GEOTEX 401, SWALE BOTTOM 0 5% OR APPROVED EQUAL) SWALE BOTTOM 0.5% y < /A 'x MIN, `TOP SOIL%\\ X \X I\1X � / o\ �, �� `�� j �` / `1 WALLED HDPE PIPE 4"SOLID SMOOTH INSIDE 'Top Sol 12"MIN. X/ < \ � '�; DRAINAGE FILTER FABRIC (MIRAFI 140N,12'MIN? GEOTEX 401, OR APPROVED EQUAL) I 11 /1.\1\/1\I DRAIN o 0 0 4"APPROVED WYE 4= ROCK* 12"MIN 1- DRAINN 4"SMOOTH WALLED PERFORATED PIPE ROCK* @ S=0.005 FT/FT MIN (FOLLOW GRADE), *DRAINAGE ROCK TO BE 1-1/2"-3/4"OR 4"SMOOTH WALLED PERFORATED APPROVED4"CAP HOLES LOCATED UP APPROVED EQUAL. COLLECTION PIPE TO RUN LENGTH AT PIPE END PIPE TO BE WRAPPED WITH SOCK OF WATER QUALITY SWALE APPROVED 4"x4"WYE *HOLES UP LOCATED UP* ,, STORMWATER FEATURE PIPE OVERFLOW INLET DETAIL PERFORATED PIPE DETAIL NOT TO SCALE PROF NOT TO SCALE 19 6 O DEJ EXPIRES:12/31/15 2'-8 1/2- I A -� REQ'D 5/8"x3" BOLT St AS 4 ANCHORS 1/2"x5" NELSON HEAD STUD LL 3t} OR L,3/4" 4) I 0) (TYP) 1/4- SECTION A— Ckr LL FOR INLET FRAME 2'-4 3/4" AND GRATINGS 2'-3 3/8" z SEE DETAILS ON A --ma g H 0 L0 THIS SHEET. FLOW V39—4 1 2" 1/2"x2-1/2" BOTTOM SQ. EDGE FLAT BAR OF DIT B (!! ee 3N2-1/2"x3/8" ANGLE z 0 NOTE: :3 Q. FLOW PER PLAN MATERIAL TO BE NEW STRUCTURAL STEEL, co A AA PER PLAN A.S.T.M. A36 w (TYP) V) >-17�1/ � z + TWO LONGITUDINAL INLET 0 GRATINGS REQUIRED PER jA FRAME. B CONCRETE TO BE PLAN 3500 psi, 2" TO 4" SLUMP, 6"MIN. 6" 2$—O$o 60* 6** 2'-3 3/8" 6" w 3'-011 3'-3 1/8" TYPICAL DITCH INLET FRAME <0 SECTION A—A SECTION B— SCALE: NOT TO SCALE d . z TYPICAL STORM DITCH INLET SCALE: NOT TO SCALE 2'-8" 5/8" 801 3/4' 5/8" co C,4 to A Z Q__ Lu 0) SECTION A- 4 im w w 0 WaC0 00) cc 0- Z 3/16 � BOTH ENDS w w —1 3 M < co: (ALL BARS) 0 0) tu 1'-1 1/2" 0: c1r) CL 0) C/3 c1r) 5/8-X2 1/2- 8 5/8-x2 1/2- cn SQ. EDGE FLAT BARS A SQ. EDGE FLAT BARS PLAN NOTE: MATERIAL TO BE NEW STRUCTURAL STEEL, A.S.T.M. A-36. TYPICAL LONGITUDINAL INLET GRATING 2 ca Lu< z z Lu SCALE: NOT TO SCALE w U. C300 zz ¢ a o gzo � LEGEND: N z --------�----- - EXISTING BOUNDARY LINE 1- a �' a Z wTC:274.04 EXISTING RIGHT-OF-WAY LINE v <TG:274.26 TC;274.23 BC:273.56 x FENCE LINE TYPE AS NOTED Q z U- BC:273.78 BC:273.73 - --._._ - - i'- 0 w TC:274.10 r BC:273.39 SD - STORM DRAINAGE LINE W --,t-.-.-.�........•�..-...::....,�.._........��........,._ t P .r BG:273.60 E UNDERGROUND ELECTRICAL LINE - UNDERGROUND NATURAL GAS LINE TC:274.14 OHW - OVERHEAD WIRE TC/BC BC:273.64 TC/BC TC-.273.76 273.38a BUILDING FACE # x N 274.07 Q F° TC:274.08 _ � - - - -- - - BUILDING OVERHANG LINE 2.76/0160273.58 TG:274.02 '� ; °--.► BC:273.52 n4.9a/ - EXISTING CURB LINE ° ° EXISTING WALL 4TC1BC =�-W-- - k ;N, 274.09 "' -<° - TC:274.04 �° u?n la iW? - ASSUMED WATER LINE TC:274.27 BC:273.54 T 7 S� SD - ASSUMED WATER LINE BC:273.77 /. C: 4.04 0 ( ) 4r. TG'274.04 BG:273.54 274 - PROPOSED MINOR CONTOUR BC:273.54 275 - PROPOSED MAJOR CONTOUR EXISTING B"1E:285,0 , TC:274.06r -----_-.274--------------- - EXISTING MINOR CONTOUR 14"PERFORATED PIPE a ; BC:273.56 -� ' a EXISTING MAJOR CONTOUR I IE=263.0 d,; �}�-.-� TC:273.99 TC.274.03 PROPOSED SAWCUT LINE r' r BG:273.49 BC:273.76 - \ EXISTING ASPHALT SURFACE TO REMAIN BC - 7r v 274.12 EXISTING CONCRETE SURFACE TO BE DEMOLISHED AND DISPOSED OF OFF SITE NORTHERN RAMPS EXISTING CONCRETE SURFACE SCALE: NTS C14GRAVEL CONSTRUCTION ENTRANCE ;1� INSTALL RISER '' 7 x RIM=285.54 ItiD PROFFS I ' - PROPOSED ADA STALL INSTALLr4" ® `� 19 6 f PERFORATED PIPE-100 LF - « x Ov - OR G I GAS VALVE - -, ® - STORM DRAIN MANHOLE ` EXISTING A - CATCH BASIN d U E L A RETAINING WALL 5274'40 S274.49 {MATCH} " ® - CATCH BASIN-TRAPPED TYPE EXPIRES:12/31115 � (MATCH) TC:274.33 ROOF DRAIN I BC:273 83 - FIRE HYDRANT x `5274.34 . . - �'� ' - FIRE DEPARTMENT CONNECTION d ,tea INSTALL RISER ; 5274.41 273 84 y - UNDERGROUND WAFER VAULT tr RIM-285.40 ;� y - O 15 WATER VALVE ® - WATER METER BOX LL. � IRRIGATION CONTROL BOX tU P' S274.41 ° µ i - SHOEBOX LIGHT(SINGLE) , C CABLE TELEVISION VAULT _ X t-' 5274.34 TC' C 1 -rs '� C ... I STREET LIGHT(COBRA ARM) cc -7- v- 273.84 r� �' v7 5274.49 f - ELECTRIC METER ' MATCH d TC:274.34 _ cn (MATCH)) < BC. LL 273 84 UTILITY POLE a GUY WIRE a 5274.40 5274.40 - f a O - UNKNOWN CLEANOUT (MATCH) (MATCH) TC:274.35 # fi' (� i„ �^ 0 - BOLLARD I I � G _ 5274.49 S274.34 TO/BC GATE POST d H- INSTALL RISER t (MATCH} ih %273.85r: SIGN POST RIM=285.27 �i,i I r s - CONIFEROUS TREE „ ^ • : i; © 5274.41 2° tL' uy 1.8°/ , .- - DECIDUOUS a7 �r U S TREE � 5274.41 -� .273.85' ,'11 sy ; ��, - DEMOLISHED CONIFEROUS TREE r S274.34:-'/`1-` k sj I x '� >�. "� DEMOLISHED DECIDUOUS TREE TG:274 36 'L2 ;I (SD) S274.49 BC:273 86 ' - TOP/BOTTOM OF CURB SPOT ELEVATION TC:274.67 t {MATCH) BC:274.17 5274.41 ' z (MATCH) ' S273.09 SPOT ELEVATION a I / Alf �j 3 t3 ✓ t 4 U) 5273.09 _ SPOT ELEVATION(MATCH EXISTING) a z REMOVE AND r i REPLACE (MATCH) DITCH INLET ;; H INLET#1 � ° O 1.51a SLOPE ARROW � Lu v 4 I I S274.20 TC:274.53 m BC:274.03 STORM SWALE °�'z .0 r . TC/BC SCALE: NTS S274.21 a 274,06 --'' STORM STRUCTURE , Bt NOTICE TO EXCAVATORS: -TOZI EXISTING RETAINING WALL - 274'07 ;.g` DITCH INLET#1 ATTENTION: GREG N LAW REQUIRES YOU y RIM =265.50 TO FOLLOW RULES ADOPTED BY THE TC;274.49 '- OREGON UTILITY NOTIFICATION '"'ENTER. APPROVED BC:273.99 .' � IE 4" IN (N)=262.50 t„` l IE 10"OUT(S)=264.17 THOSE RULES ARE SET FORTH IN OAR EC "� 952-001-0010 THROUGH OAR MATTING 'J � EASTERN RAPS 952-001-0090. You MAY OBTAIN o SWALE BOTTOM COPIES OF THE RULES B Y CALLING THE Q o �,j -m N 2' MIN. C EN TER. d3 SCALE: NTS W � w W (NOTE: THE TELEPHONE NUMBER FOR rr--�� IU 0 c 12" MIN. TOPSOIL THE OREGON UTILITY NOTIFICATION u W ` o CENTER IS (503)-232-1987), r� v = 1' MIN. 0 v Z 0 T � Qc -d POTENTIAL UNDERGROUND FACILITY OWNERS � � ,.� O � cap 0.5' MAX. ' � � °- � MH Dig , Safely. Call the Oregon One-Call Center RIVER ROCK 2" -3/4" D AZ, 811 Or 1_800-332-2344 2.5"-- 3" DEEP 4" SMOOTH WALLED EMERGENCY TELEPHONE NUMBERS PERFORATED PIPE 6' WRAPPED WITH SOCK TREATMENT AREA NW NATURAL GAS 6' MINIMUM WIDTH M-F lam--6pm 503-226-4211 Ext.4313 AFTER HOURS 503-226-4211 ua NOTES:SEE SHEETS L100, L200, AND L300 FOR LANDSCAPE PLANTING PLAN, LANDSCAPE PLANTING PLANS AND NOTES. PGE 503-464-7777 Q Z � W 2. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILAR QWEST 1-800-573-1311 'S FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. SCALE:1"=2V F 3. 12-INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT. CITY BUREAU OF MAINTENANCE X03-823-1700 � W SEE DETAIL SHEET C300 FOR PERFORATED PIPE DETAIL. CITY WATER 503-823-4874 LL, p p 0: 20 10 0 20 VERIZON 1-800-483-1000 STORM SWALE DETAIL A-A C400 SCALE:NTS t7U0o � Ou; 0 ( � � co Wz _ 7 PROPERTY LINE °z to ...� ....� ...�. .�.... .�� ,.�.. U < z LL U. w . 4 � T + t r .µ + LANDSCAPE PLANT MATERIAL STORMWATER FACILITY r� ' SYMBOL TREES HIGH WATERMARK /� ITEM SIZE QTY. COMMENTS *` x ff� 0 FRAXINUS PENNSYLVANICA 'URBANITE' 1-112"CAL, 2 SHOWN AT FULL GROWN CROWN URBANITE GREEN ASH B&B/AS SHOWN ACER PALMATUM`SANGO KAKU' 1-1/2"CAL.1 3 SHOWN AT FULL GROWN CROWN CORAL BARK MAPLE B&B A H d + + L .+ I EXISTING BUILDING a � / ss SHOWN WAL.GREENS PYRUS CALLERYANA 'CHANTICLEER' 1-1/2"CAL./B&B 2 SHOWN AT FULL GROWN CROWN 13939 SW PACIFIC HWY �' 4 CHANTICLEER PEAR SINGLE TRUNK + � � BRUCE W. POWERS � I TIGARD, OREGON 97223 ACER RUBRUM'OCTOBER GLORY 1-1/2"CAL. 8 SHOWN AT FULL GROWN CROWN1 Z o OCTOBER GLORY MAPLE B&B!AS SHOWN OREGON EXISTING TO REMAIN-PROTECTTREE � PE A.,���" o~C EXPIRES 05/31/15 O REMAIN-PROTECTEXISTING DECIDUOUS REE fl w SHRUBS&ACCENTS o� ITEM SIZE QTY, COMMENTS Q. ABELIA X GRANDIFLORA3 GAL. 21 SEE DETAIL 4 SHEET L200 U- qQ" GLOSSY ABELI 4) Q A 5 O.C. to R rn CQ BERBERIS THUNBERGII'CRIMSON PIGMY' 3 GAL. 46 SEE DETAIL 4, SHEET L200 CRIMSON PIGMY JAPANESE BARBERRY 2'0.C. .Q 8 cc + NANDINA DOMESTICA 'COMPACTA' 3 GAL. 68 SEE DETAIL 4, SHEET L200 VSA c~ts Nd COMPACT HEAVENLY BAMBOO 3'0.C. tY u- VIBURNAM DAVIDII 3 GAL. 40 SEE DETAIL 4, SHEET L200 Q ob DAVID VIBURNAM 4'0.C. p 2 cv E cn ROSA rn'RADCON' 1 GAL. i 3(1/4")CANES 12 SEE DETAIL 4, SHEET L200 r 8 PRESERVE EXISTING SHRUBS IN THIS AREA PINK KNOCK OUT ROSE 4'-0"O.C. J ADD GROUNDCOVER TO FILL 11 O CAL4MAGROSTIS x A. 'KARL FOERSTER' 1 GAL, 34 SEE DETAIL 4, SHEET L200 0 ! -:j KARL FOERSTER REED GRASS Q. `. GROUNDCOVERS ITEM SIZE QTY. COMMENTS FRAGARIA CHILOENSIS 4"POT 4,860 SF SEE DETAIL 1, SHEET L200 Q' COAST STRAWBERRY 2'O.C. 1,400 PLANTS 2"GRAY ROUND RIVER ROCK 4" LAYER 350 SF b FROM A LOCAL SUPPLIER 4.3 CY a PRESERVE EXISTING SHRUBS IN THIS AREA a ADD GROUNDCOVER TO FILL STORMWATER FACILITY` PLANT MATERIAL cn z w TREE WELL BY OTHERS, Q TYPICAL OF 5 SHRUBS &GROUNDCOVER-ZONE A-DRY/MOIST 0 ITEM SIZE QTY. COMMENTS � W C ''� �` � PACIFIC NINEBARK 1 GAL. 10 SEE DETAIL 4, SHEET L200 PHYSOCARPUS CAPITATUS 2' HT. y, R/BES SANGUINEUM 1 GAL. 11 SEE DETAIL 4, SHEET L200 co RED FLOWERING CURRENT 1.5' HT. � r PHILADELPHUS LEWISII 1 GAL. 7 SEE DETAIL 4, SHEET L200 a ~-� MOCK ORANGE 2' HT. SCALE: 1"=20' z SEED MIX: z -�•. MONUMENT SIGN SNEER-- I �. PROPERTY LINE 20 10 0 20 AGROSTIS OREGONESIS SEED 900 SF _.._ ,+"+'+' OREGON BENTGRASS 4 LB/ 1,000 SF 4 LBS LIMIT OF SEEDING IS APPROXIMATE. CONTRACTOR TO SEED ALL AREAS AGROSTIS IDAHOENSIS SEED 900 SF AFFECTED BY CONSTRUCTION. IDAHO BENTGRASS 4 LB/ 1,000 SF 4 LBS Z o cu SW GAAR E Q r to Z s N D STREET SHRUBS&GROUNDCOVER-ZONE B-WET/MOIST —J ��' _uj rn ITEM SIZE QTY, COMMENTS CL W v c _ m W O CORNUS STOLON/FERA 1 GAL 15 SEE DETAIL 4, SHEET L200 (D p o RE-OSIER DOGWOOD 2'HT, z =w W DESIGN / BUILD IRRIGATION NOTE: SP/REA DOUGLASII 1 GAL. 6 SEE DETAIL 4, SHEET L200 z Q }� 0 M DOUGLAS SPIREA 1.5 HT. 0- �+ M 1- co IRRIGATION SYSTEM IS TO BE DESIGN/BUILD,AND RETRO-FIT WITH EXISTING IRRIGATION ROSA P/SOCARPA 1 GAL, 14 SEE DETAIL 4, SHEET L200 SYSTEM. CONTRACTOR TO ADD LINE ITEM TO BID FOR INVESTIGATION AND REPAIR TO EXISTING CLUSTURED ROSE 1.6 HT. .�.� SYSTEM TO BE FULLY FUNCTIONAL POST CONSTRUCTION AND SERVING NEW PLANTING WITH 100% HEAD-TO-HEAD COVERAGE. CONTRACTOR TO VERIFY OPERATIONAL STATUS OF EXISTING JUNCUS PATENS ROOTED PLUGS 126 SF SEE DETAIL 1, SHEET L200 IRRIGATION SYSTEM PRIOR TO CONSTRUCTION AND NOTIFY OWNER'S REPRESENTATIVE IN CALIFORNIA GRAY RUSH @ 6"O.C. 580 PLANTS W WRITING IF FOUND NON-OPERATIONAL. ALL NEW IRRIGATION EQUIPMENT NECESSARY IS TO BE LLLLL CAREX ROSSI ROOTED PLUGS 183 SF SEE DETAIL 1, SHEET L200 OF SAME MANUFACTURER OF EXISTING EQUIPMENT. SEE SHEET L300 FOR MORE INFORMATION. LILILLIL �.. ROSSI SEDGE @ 4"O.C. 940 PLANTS NOTES: V U- 1. -1. REFER TO CLEAN WATER SERVICE'S (CWS)APPENDIX A: PLANTING REQUIREMENTS IN THE DESIGN AND Lo CONSTRUCTION STANDARDS FOR SANITARY SEWER AND SURFACE WATER MANAGEMENT MANUAL, (2007)FOR Z ,< z vt� PLANT DENSITIES, INSTALLATION, IRRIGATION, MONITORING,MAINTENANCE AND WARRANTY RELATED TO ALL z y W w PROPOSED PLANTING IN THE STORMWATER FACILITY. J ti d � CWL' 2. CONSTRUCT AND MAINTENANCE SWALE ACCORDING TO DETAIL 7, SHEET L200. 3. PLANT QUANTITIES WILL BE DISTRIBUTED AT AN EQUAL RATE THROUGHOUT THE INDICATED AREAS,AND PLANTED L 1 04 APPROPRIATE FOR THE SPECIES AND CONDITIONS. o ° zz < Q 0 3"MULCH -11 0 0 oTOPSOIL Z W O 6 NOTES; " o - �" a 30 8 • PLACE MULCH 3 0 0 _ AWAY FROM TRUNK. o o TREE INSTALLATION STEPS: a o w Z • TOPSOIL DEPTH N o 44 ++ 1.WHILE TREE IS OUT OF THE HOLE: a � © coo p „ =1 li • REMOVE WIRE BASKET COMPLETELY. o -a Z o W BE A MINIMUM OF 18 0 -� i 11 <': • LOOSEN TWINE FROM ROOTBALL ° IN PLANTER ISLANDS. - - AND REMOVE COMPLETELY. ° o° u Z iw • SEE STAKING DETAIL TOP OF BARK MULCH FOR STAKING IN TO BE 1"BELOW 2, PLACE TREE 1N HOLE, aIn VV VV PLANTERS. ^-- BACK OF CURB. 3. UNFOLD BURLAP AND CUT AWAY a ° o _ AT LEAST 3/4 OF BURLAP. ° ° -� o o O, 4. BACKFILL TREE ROOTBALL WITH , a 4_ INSTALL BARK MULCH IN T DIA, REMOVE CONTAINER FROM PLANT AND NOTE"A': APPROVED AMENDED SOIL. -�✓' SAUCER.SAUCER SHALL BE ° SCORE ROOTBALLS TO LOOSEN ANY ° 0 LANDSCAPE MOUNDING `� ° 0 SOAKED WITH WATER AFTER o HEIGHT VARIES BASED ON o .- PLANTING. R MATERIAL PRIOR TO - = PLANTER WIDTH AS FOLLOWS: ©0 NOT CUT 0 3/4"WIDTH PLASTIC TREE INSSTALLATALLA ND TION. ��- MAIN LEADER TIE-CHAIN LOCK OR TREE PLANTING- o INSIDE MOUNDING APPROVED EQUAL, FINISH GRADE BACKFILL WITH TOPSOIL.AMEND REFER TO PLAN FOR LAYOUT PLANTER HEIGHT a - a K MULCH LAYER DEPTH WIDTH ° ° ° ° PROJECT SPECIFICATIONS.TOPSOIL PER LAB 1S ND EC,2UAL BACKFILL WITH 18"OF.TOPSOIL. BRANCHING INSTALL BARK MULCH IN 3'DIA. 6'MIN, BRANCHING - AMEND TOPSOIL PER LAB HEIGHT 5'-9' 6" SAUCER.SAUCER SHALL BE HEIGHT I-I I -III- ANALYSIS AND PROJECT SOAKED WITH WATER AFTER - -SPECIFICATIONS. 10'-20' 9" PLANTING. 2"x2"WOOD STAKE DRIVEN 1= ALL GROUND COVER SHALL BE PLANTED CURB18"BELOW UNDISTURBED 6" 6" I = = ::.:•:<- SOIL AND LONG ENOUGH I I"'I AT EQUAL TRIANGULAR SPACING PER ....��� ;:.�.:.T.:; ;; FINISH GRADE _ MIN. MIN. ON CENTER SPACING AS SPECIFIED ON PAVEMENT _ VARIES-SEE NOTE W ABOVE TO SECURE LOWER 2/3 OF f t= :::.....:::. - I -- I I - - _ -I SCARIFY 4"DEEP I _ ". _ �- I_-:` - `-••- I I`- �_ - -��= TREE TRUNK FROM SWAY. 1 _ _ AND REGOMPAGT PLANTING PLAN. ............_�........................r,:.._._.......... .• f LOCATE GROUND COVER ONE HALF OF 12" I f SPECIFIED SPACING DISTANCE FROM MIN. MI -� -I BACKFILL WITH TOPSOIL ANY CURB, SIDEWALK, OR OTHER HARD TO MINIMUM DEPTH OF 18". SURFACE,UNLESS OTHERWISE NOTED. ( � -i -= AMEND TOPSOIL PER LAB BACKFILL WITH APPROVED TOPSOIL. RE-COMPACT SOIL TO 95%RELATIVE COMPACTION. -I (-11 ,�i I- ANALYSIS AND PROJECT AMEND TOPSOIL PER THE LAB ANALYSIS. SCARIFY 4"DEEP SPECIFICATIONS. AND RECOMPACT 1 GROUNDCOVER SPACING DIAGRAM NOT TO SCALE 2 SOIL MOUNDING IN PLANTER ISLAND NOT TO SCALEC3 DECIDUOUS TREE PLANTING NOT TOSCALE 4 SHRUB PLANTING • �` • NOT TO SCALE � BRUCE W. P QRS � OREGON -y 1. ALL CEMENT TREATED LANDSCAPE AREAS SHALL BE EXCAVATED A MINIMUM OF 6"BELOW BOTTOM OF TREAT AREA AND REMOVED FROM THE SITE. BACKFILL WITH TOPSOIL TO ORIGINAL GRADE PRIOR TO ADDING THE SPECIFIED AMENDED SOIL PER THE PLANS. ,` 2. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO EXPIRES 05/31/15 CONSTRUCTION,TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT.THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIORY TO CONSTRUCTION. i (D O 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES,TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.VERIFY LIMITS OF WORK BEFORE STARTING. UL a 4. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO THE LANDSCAPE 0) ARCHITECT. v 5. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3"LAYER OF BARK MULCH BED,UNLESS NOTED OTHERWISE, "� $ 6. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18"FROM OUTER EDGE OF PLANT MATERIAL BRANCHING.WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. U_ 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. 8. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL PLANTING AREAS PRIOR TO PLANTING,TO PROVIDE A SMOOTH AND CONTINUAL SURFACE FREE OF IRREGULARITIES BUMPS OR DEPRESSIONS &EXTRANEOUS MATERIAL OR DEBRIS. 9. QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS.THE CONTRACTOR SHALL BE 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ALTERNATE NUMBER IN THE RESPONSIBLE FOR BID QUANTITIES AS INDICATED ON THE PLANS, IF THERE IS A DISCREPANCY BETWEEN THE NUMBER IN O ko BASE BID TO FURNISH AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE BEDS AND SEEDED AREAS THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN,THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. CL AS SPECIFIED BELOW UNLESS OTHERWISE NOTED.AMENDED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS, ORGANIC AND INORGANIC AMENDMENTS,BASED ON INDUSTRY STANDARDS 10, COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. FOR EXCEPTIONAL PLANT DEVELOPMENT. • SCARIFY ALL PLANTING AREA SUBGRADE TO A DEPTH OF 6". INSTALL&TILL W 2"LAYER OF 11, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE AMENDED TOPSOIL INTO SCARIFIED SUBGRADE AND RE-COMPACT TO 95%. LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE • PROVIDE MIN. 12"DEPTH AMENDED TOPSOIL TO ALL PLANTING AREAS. ARCHITECT. • PROVIDE MIN, 18"DEPTH AMENDED TOPSOIL TO ALL PLANTER ISLANDS PLUS MOUNDING REQUIREMENT, 12. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY O LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. 2. UPON BEING AWARDED THE CONTRACT, THE GENERAL CONTRACTOR SHALL COORDINATE WITH A 0 STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT,TO DETERMINE THE 13, LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND Cr. SUITABILITY AND AVAILABILITY OF THE EXISTING SITE TOPSOIL.THE CONTRACTOR SHALL SEND THE ACKNOWLEDGEMENT THAT ALL PUNCH LIST ITEMS HAVE BEEN COMPLETED BY THE CONTRACTOR. MAINTAIN TREES, TOPSOIL TO A SOIL LABORATORY FOR ANALYSIS STATING THAT THE TOPSOIL BE ANALYZED FOR A SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, W LANDSCAPE CROP.AFTER RECEIVING RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A WHICHEVER IS LONGER.WARRANTY ALL PLANTING FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF ACCEPTANCE. Z COPY TO THE OWNERS REPRESENTATIVE AT WHICH TIME A DECISION WILL BE MADE BY THE OWNER Q AS TO WHETHER OR NOT THE EXISTING ON-SITE STOCKPILE WILL BE USED FOR THE PROJECT. 14. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER, 03 3. IF THE EXISTING TOPSOIL IS TO BE USED THE CONTRACTOR SHALL ADD THE RECOMMENDED W 15. AMENDMENTS AND FERTILIZERS AS STATED IN THE SOILS ANALYSIS ALONG WITH ADDITIONAL BACKFILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN;ONE PART FINE GRADE COMPOST TO FOUR PARTS AMENDMENTS AND FERTILIZERS LISTED IN NOTE#6 AND#�BELOW. TOPSOIL BY VOLUME. INCORPORATE ANY SLOW RELEASE FERTILIZERS AND AMENDMENTS PER SOIL LAB ANALYSIS RECOMMENDATIONS, 4. IN THE EVENT THE EXISTING ON-SITE TOPSOIL IS OF POOR QUALITYD AS DETERMINED BY THE SOIL CONSTRUCTION m ( 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended ANALYSIS)OR IS UNAVAILABLE FOR USE,THE OWNER'S REPRESENTATIVE WILL MAKE A DECISION AS ARCHITECT 90 DAYS PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT TO WHETHER OR NOT THE NUMBER FOR IMPORTING 9"OF AMENDED IMPORTED TOPSOIL WILL BE topsoil. Topsoil amendments shall be garden compost,not conventional fertilizer COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE � ADDED TO THE SIGNED CONTRACT AGREEMENT. OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE amendments d 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the L� DRAWINGS. swale cross section,fabric shalt be held in place in accordance with the manufacturer's 5. IF AMENDED IMPORTED TOPSOIL IS TO BE USED,THE GENERAL CONTRACTOR WILL BE NOTIFIED IN installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. WRITING BY THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODIFIED ACCORDINGLY.TOPSOIL 17, CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO a. Treatment area-high-density jute matting(Geojute Plus or other approved equal) loz- SHALL BE OBTAINED FROM NATURALLY WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4 INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED,THE CONTRACTOR SHALLb. All otherareas-low-dcnsi INCHES DEEP. DO NOT OBTAIN FROM BOGS OR MARSHES. IMPORTED TOPSOIL TO COMPLY WITH ASTM low-density jute matting over the ma i other approved t D 5268, WITH A PH RANGE OF 5.5 TO 7.0, FREE OF STONES 1 INCH OR LARGER IN ANY DIMENSION,AND SUBMIT TO THE OWNERS'REPRESENTATIVE,AND THE LANDSCAPE ARCHITECT,A WRITTEN ESTIMATE TO INCREASE PLANT 3. 2.5-3 inches af.2"+river run rock shall be placed over the matting evenly throughout the ANY OTHER EXTRANEOUS MATERIALS(ROCKS,STICKS, RUBBISH,SOD}HARMFUL TO PLANT GROWTH. MATERIAL(AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE PLANT(I.E.4"POT TO ONE GALLON CONTAINER,2"CALIPER length and width of the swale, AN ADDITIONAL SOILS ANALYSIS WILL BE REQUIRED FOR THE IMPORTED TOPSOIL. TREE TO 2,5"CALIPER). 4. Plant materials shalt be placed in accordance with the plan and plant table as shown an r approved plans. V J 18. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE ALL SLOPES 3:1 OR 5. The water quality swale treatment arca plantings can be deemed"substantially complete" UJ y,, 6. AMENDED IMPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND AMENDMENTS PER GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES, THIS COULD INCLUDE, BUT NOT LIMITED TO, once active green growth has occurred to an average growth of 3"and plant density is an 0 THE SOIL ANALYSIS RECOMMENDATIONS. TOPSOIL ANALYSIS SHALL STATE ORGANIC MATTER, EROSION CONTROL FABRIC, STAKING, NETTING, AND STRAW WATTLES, SUBMIT METHOD OF SLOPE STABILIZATION TOaverage of approx.6 plants(minimum 1-inch plugs or equivalent)per square foot INORGANIC MATTER(SILT, CLAY AND SAND), DELETERIOUS MATERIAL,PH, MINERAL AND <t -� LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION. 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth 0 Z 6 C'4 PLANT-NUTRIENT CONTENT. IN ADDITION THE REPORT SHALL ALSO STATE RECOMMENDED and density matches the engineer's design as shown on the approved plans and all other W QUANTITIES (BY PERCENTAGE OF WEIGHT I.E. 2 LBS OF 15-15-15 PER 1000SF)OF NITROGEN, 19. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, IF THEY BELIEVE ANY requirements have been met. The engineer must certify the facility to be functional,in �' LU W r~ PHOSPHORUS AND POTASH,NUTRIENTS AND ANY LIMESTONE,ALUMINUM SULFATE,OR OTHER SOIL 'a' m O OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION accordance with the approved plan design to begin the two-year maintenance period. 0 0 AMENDMENTS TO BE ADDED TO PRODUCE A SATISFACTORY AMENDED TOPSOIL. FURNISH REPORT REQUESTS MAY BE GRANTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF 0 y = O AND RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS TO GROW(EXCEPT FOR DEFECTS MAINTENANCE U ZCL PRIOR TO MOBILIZATION. U v J RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE OWNER, NEGLECT OR VANDALISM)SHALL BE 1. The permittee is responsible for the maintenance of this facility for a minimum of two years w W REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. following construction and acceptance of this facility per Chapter 2. J � O Q 0) 2 7. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR SHALL ADD 2. Irrigation is to be provided per separate irrigation plan as approved, '�' M 1 PART(2"LAYER)OF APPROVED HUMUS MATERIAL TO 2 PARTS AMENDED TOPSOIL. SUBMIT CUT 20, NOTIFY THE LANDSCAPE ARCHITECT IN WRITING,WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, Note:Irrigation needs are to be met using a temporary irrigation system with a timer during '� CL M F" SHEET OF HUMUS MATERIAL(CERTIFIED FINE COMPOSTED YARD DEBRIS)TO LANDSCAPE ARCHITECT SUCH AS RUBBLE FILL, POOR PLANTING SOIL,ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING. the dry season. Systems should be winterized during the wet season to assure longevity and FOR REVIEW AND WRITTEN APPROVAL PRIOR TO MIXING. guard against damage from freezing temperatures.Water source shall be as shown on the W 21. PLANTING RESTRICTIONS-PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS, UNLESS OTHERWISE approved plans. 8. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED AREA TO A APPROVED IN WRITING: 3. Engineer or Owners Representative is to visit and evaluate the site a minimum oftwice MINIMUM DEPTH OF 6 INCHES. REMOVE STONES LARGER THAN 1"IN ANY DIMENSION AND STICKS, A.COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT annually(Spring and Fail). The landscaping shall be evaluated and replanted as necessary W ROOTS, RUBBISH AND OTHER EXTRANEOUS MATERIALS. REMOVE WEEDS FROM EXISTING SUBGRADE B. HOT WEATHER: GREATER THAN 90 DEGREES FAHRENHEIT to ensure a minimum of 80%survival rate of the required vegetation and 901"aerial AND TREAT WITH NECESSARY HERBICIDE TO PREVENT WEED GROWTH.SPREAD HALF OF THE C.WET WEATHER: SATURATED SOIL coverage, Non-native,invasive plant species shall be removed when occupying more than AMENDED TOPSOIL MIXTURE AND WORK INTO TOP OF LOOSEN SUBGRADE TO CREATE A TRANSITION D. WINDY WEATHER:WIND VELOCITIES GREATER THAN 20 M.P.H. 20%of the site. LAYER. PLACE REMAINING HALF OF THE PLANTING SOIL MIXTURE TO THE DEPTH REQUIRED TO MEET 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth THICKNESS,GRADES AND ELEVATIONS SHOWN,AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. 22. ALL PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. occurs within the two-year maintenance period, 9. WITHIN TREE WELLS&PLANTER ISLANDS, REMOVE EXISTING SOIL AND OTHER DEBRIS,TO A MINIMUM23. DO NOT LOCATE TREES IN EASEMENTS. V J co DEPTH OF 18"AND REPLACE WITH AMENDED TOPSOIL. ADD ADDITIONAL SOIL AS REQUIRED PER WATER QUALITY SWALE. 0 I.LI o DETAILS AND NOTES. 24. SEE CIVIL PLANS FOR EXISTING TREES TO REMAIN ON SITE. CONSTRUCTION $t MAINTENANCE NOTESZ ¢ z a 10. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT,SHIPPING TICKETS FOR IMPORTED 25, ALL PLANTS MUST COMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK.THOSE THAT DO NOT WILL BE REJECTED. DETAIL NO. 7112 REVISED 12-06 W °a` t°°°t3s°t""x Ul s��� �j W TOP SOIL AND HUMUS MATERIAL,60 DAYS PRIOR TO INSTALLATION FOR REVIEW AND WRITTEN 2"CALIPER TREES MUST BRANCH AT 6'MIN, HT. J ---t t Q W APPROVAL. Gl © tY 5 TOPSOIL NOTES - PLANTING PLANS NOT TO SCALE GENERAL NOTES - PLANTING PLANS NOT TO SCALE 7 CLEAN WATER SERVICES WATER QUALITY SWALE DESIGN L200 oz ko uj ozCla uj T a. wwZ y -- _ zs ° Qz LL U. U w w W 0 -- -- WATER PROOF CONNECTION(2) ZONE ID TAG VALVE BOX WITH COVER GENERAL DESIGN 1 BUILD IRRIGATION NOTES: FINISH GRADE/TOP OF MULCH THIS IS A DESIGN BUILD IRRIGATION SYSTEM BY THE CONTRACTOR. THE FOLLOWING NOTES AND CONTROL VALVE ATTACHED DETAILS ARE FOR REFERENCE ONLY AND REPRESENT THE OWNER'S DESIRED DESIGN. 3"MIN. SCH 40 ELBOW: 1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES 1 IF VALVE IS 1" :USE 1"T x 1"T PRIOR TO CONSTRUCTION AND TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND FINISH GRADE IF VALVE IS 1.5": USE 1.5"T x 1.5"T ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLAN OR NOT,THE IF VALVE IS 2":USE 2"T x 2"T CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. T PVC SCH 40 NIPPLE 2. CONTRACTOR TO VERIFY WITH OWNER LOCATION AND CONDITION OF EXISTING IRRIGATION SPRAY HEAD, USE SAME SYSTEM PRIOR TO CONSTRUCTION AND TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND. S (LENGTH AS REQUIRED,AND SIZED TO MATCH FITTINGS} TYPE AS EXISTING � T CONCRETE PAVER 4 q fl { ) CONDITION OF ALL EXISTING IRRIGATION COMPONENTS. IST 0 0° �4gp8a0 4 SCH 40 ELBOW: PVC LATERAL TEE d© Q o (?QcsOQ IF VALVE IS 1": USE 1"T x 1"T 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS OR INCONSISTENCIES WITH 8 `•, / 0 0 Q d0 �� IF VALVE IS 1.5": USE IF VALVE IS 2*: USE 2"T T x 1.5"T PLANS TO OWNER'S REPRESENTATIVE. T x x 2"T ( l ) PVC LATERAL PIPE - SCH 40 NIPPLE:(4"LENGTH,HIDDEN) 4. CONTRACTOR SHALL EXAMINE FINISH SURFACE,GRADES,TOPSOIL QUALITY AND DEPTH.DO NOT POWERS IF VALVE IS 1":USE 1"T x 1"T START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.VERIFY LIMITS IF VALVE IS 1.5":USE 1.5"T x 1.5"T OF WORK BEFORE STARTING. �' OREGON SWING JOINT: IF VALVE IS T:USE 2"T x 2"T FLEXIBLE TUBING WITH ELBOWS(2) PVC SCH 40 MAINLINE PIPE & LANDSCAPING NG AND DRAINAGE SYSTEMS. CONTRACTOR WtLCTOR SHALL COORDINATE IRRIGATION OL BE IBES RESPONSIBLE FOTH INSTALLATION R 5 PVC SCH 40 TEE E SCH 40 NIPPLE: COORDINATION WITH OTHER SUBCONTRACTORS FOR INSTALLATION OF UNDERGROUND IBES 05/31/15 IF VALVE IS 1":USE 1"'T x 1"T SLEEVING. IF VALVE IS 1.5":USE 1.5"T x 1.5"T 6. ALL SLEEVING NECESSARY UNDER EXISTING ASPHALT PAVING,CONCRETE PAVING,OR CURBS IF VALVE IS 2":USE 2"T x 2"T SHALL BE DONE BY BORING UNDER PAVING. NO TRENCHING IN EXISTING PAVING IS ACCEPTABLE. SCH 40 COUPLER: IF VALVE IS 1": USE 1"T x 1"S (DOWNSTREAM SIDE) 10 w IF VALVE IS 1.5": USE 1.5"T x 1.5"S (DOWNSTREAM SIDE) 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. O IF VALVE IS 2": USE 2"T x 2"S (DOWNSTREAM SIDE) 3 4 PVC LATERAL PIPE & IF NECESSARY,THE CONTRACTOR SHALL PROVIDE VALVE OUTPUT LIGHTNING/ELECTRICAL SURGE LL ' PROTECTION KITS AND 8'LONG COPPER GROUNDING ROD WITH#10 BARE COPPER WIRE FORS 2v 3"MINIMUM DEPTH OF 3/4"WASHED GRAVEL CONTROLLER.ALSO PROVIDE PRIMARY PROTECTION KIT. PROVIDE SURGE PROTECTOR ON EACH 2 cr, LEG OF INCOMING POWER TO GROUNDING ROD. t - s:3. � �5 9. CONTRACTOR TO PROVIDE OWNER'S REPRESENTATIVE WITH A SET OF KEYS AND THE HOSE ul -- SWIVELS FOR EACH QUICK COUPLER VALVE INSTALLED. tr LL CONTRACTOR SHALL PROVIDE A REPRODUCIBLE PLAN.PLAN SHALL BE POP-UP SPRAY HEAD NOT TO SCALE 2 SPRAY VALVE INSTALLATION NOT TO SCALE 10. PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION I�NSTA ILTRLATION,ON A REPRODUCIBLE SITE LAN(PROVIDED TO CONTRACTOR BY OWNER'S REPRESENTATIVE).AS-BUILT PLAN SHALL BE 0 N SUBMITTED TO LANDSCAPE ARCHITECT FOR RECORDS AND THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL. Z 11. CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE OF j " QUICK COUPLER(SAME TYPE ASIRRIGATION CONTROLLER H EXISTING)IN 10"VALVE BOX _ NISH GRADE �= , ~' FINISH GRADE DRAIN ROCK MIN. 3"(3!4"CLEAN CRUSHED) _ _ _ 12. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE -I —I — _ SCREENED BACKFILL , _ I � I=I I I� € I €_ 112 MAXIMUM ROCK DIAMETER OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. PRODUCTS,MANUFACTURERS,AND MODELS SCH.80 NIPPLE _ � ! (=i " I- I i-_) � -� -I I Fit I �=� f— I I�I € i- NOT IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE OWNER'S 12"MIN. -`` i I I I =I I (— LATERAL LINE REPRESENTATIVE WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE CONCRETE PAVER(4) DEPTH PIPE DIA. = TRACKING WIRE, 6" ITEMS MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE SCH. 40 STREET ELL. ABOVE MAINLINE ONLY MANUFACTURERS AND MODELS ON THE IRRIGATION MATERIALS LIST. 18 MIN SCH.40 ELL. 13. CONTRACTOR TO VERIFY EXISTING WATER PRESSURE ON SITE AND DESIGN SYSTEM WITH 100/0 `6 �= ,s `{ `y °' ATTACH IRRIGATION WIRE I I� - — syr• :� _ _ j HEAD-TO-HEAD COVERAGE IN ALL AREAS INDICATED ON PLAN TO THAT PRESSURE. SPRAY HEADS SCH. 80 NIPPLE " I—III—III- TO MAINLINE AT SHALL OPERATE AT 34 OR 40 PSI,SPACE HEADS PER MANUFACTURER SPECIFICATIONS FOR Q _ _ ' " <,.> ° •. -_.� INTERVALS OF 25'-0" COVERAGE AND INLET PRESSURE. _ -`� =f SCH.40 STREET ELL. w I I—I I_I I I= o - z _ _ _ — = MAINLINE-SIZE AS REQUIRED 14. CONTRACTOR SHALL INSTALL LATERAL CHECK VALVES OR SPRINKLER HEADS WITH CHECK SCH. 40 TEE OR ELL., TYP. z —III III—� 1=I zX P!� , ola' _ VALVES WHEREVER AN ELEVATION DIFFERENCE OF 3 FEET OR GREATER OCCURS WITHIN THE w- � ) � I -€ i i i I a € €III€ €--iii- CLEAN BUILDER'S SAND SAME IRRIGATION ZONE. O z MAINLINE 15. CONTRACTOR TO TIE-IN ALL NEW IRRIGATION HEADS AND LATERALS TO CLOSEST VALVE. ENSURE z VALVE CAN ACCOMODATE ADDITIONAL FLOW PRIOR TO TIE-IN.IF EXISTING VALVE CANNOT to SERVICE THE ADDITIONAL FLOWS,ADD NEW VALVES AND UPSIZE AS NECESSARY TO ENSURE AL W 3 QUICK COUPLER WITH LACKING RUBBER LID NOT Tfl SGALE 4 IRRIGATION TRENCH IN LANDSCAPE BED NOT TO SCALE DEFINED IRRIGATION AREAS ARE SERVICED WITH FULLY OPERATIONAL EQUIPMENT. 17. LOCATE ALL SPRAY HEADS A MINIMUM OF 2'-0"FROM BACK OF ALL CURVING IN AREA OF CAR BUMPER OVERHANG. ENSURE ALL PLANTS ARE IRRIGATED WITH 100%COVERAGE. m STANDARD VALVE BOX FINISH GRADE "S"STAMP IN PAVING TO MARK SLEEVE 3"MIN. - FINISH GRADE 4 ° ° 4 HARDSCAPE PLAZA OR ROADWAY PAVING o PVC SCHEDULE 80 NIPPLE BOTH SIDES i ? SCREENED BACKFILL, 112" MAX. ROCK DIAMETER STORMWATER FACILITY IRRIGATION NOTES: ao ! —TRACKING WIRE. LOCATE IN TRENCH THIS IS A DESIGN BUILD IRRIGATION SYSTEM BY THE CONTRACTOR. THE FOLLOWING NOTES AND z MAINLINE z `i AT 6"DEPTH ABOVE MAINLINE DEPTH ATTACHED DETAILS ARE FOR REFERENCE ONLY AND REPRESENT THE OWNER'S DESIRED DESIGN. FFA ISOLATION VALVE - ° =� PVC SCHEDULE 40 SLEEVE FOR IRRIGATION LATERAL. 1. CONTRACTOR TO REFER TO CLEAN WATER SERVICES(CWS)APPENDIX A:PLANTING ° �r .:�. „ �="�� _ PVC SCHEDULE 40 SLEEVE FOR IRRIGATION MAINLINE. REQUIREMENTS IN THE DESIGN AND CONSTRUCTION STANDARDS FOR SANITARY SEWER AND 3"MIN. DRAIN ROCK 314"CLEAN CRUSHED _ x�, =" _ ��) --°- ( } PVC IRRIGATION MAINLINE PIPING SURFACE WATER MANAGEMENT MANUAL, (2007)FOR TEMPORARY IRRIGATION SYSTEM RELATED TO ALL PROPOSED PLANTING 1N THE STORMWATER FACILITY. 7, i—� 1-^�1 I-` I-II —� Z _ `i""t5�e � �. "',�.aw.. - - O c fitillfitCONCRETE PAVER :3 _ " 2. THE TEMPORARY IRRIGATION SYSTEM WILL REMAIN IN PLACE AND FULLY FUNCTIONAL FOR THE �E.' T ti ,� N ¢ 3 z w 2x I D A. - 2 PVC SCHEDULE RSLEEVE- DURATION OF THE TWO-YEAR PLANT ESTABLISHMENT PERIOD. z ti PVC SCHEDULE 40 SxT COUPLER BOTH SIDES FOR SYSTEM CONTROL WIRES 3. THE TEMPORARY IRRIGATION SYSTEM SHALL BE EQUIPPED TO IRRIGATE AT A MINIMUM RATE OF -�:�. o W W GLEAN BUILDER'S SAND v AT LEAST ONE INCH PER WEEK FROM JUNE 15TH THROUGH OCTOBER 15TH. �-*-" 4 Im W � 0 C5] ISOLATION VALVE NOT TO SCALE 6 SLEEVE INSTALLATION UNDER PAVING NOT TO SCALE 5 (D ti 0 z J 2 � Q w o �, M o, rn °) Cl co z U- ,)jm m ti w z 10'W w o � L300