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SIT2O 15 - 00006 COVER SHEET RECEfyp PACIFIC CROSSROADS IMPROVEMENTS 217 SITE �o JUN 2 2015 QPc�F�c os CITYUFTIGA IDA CO 11750 SW PACIFIC HIGHWAY TIGARD, OR 97223 SWPFAFFLEST �* r. BUILDINGDJVIf10�1 w Q w v z � sit04),... R a 5 FF&BG `� ? w n_ O CO et/ �` Po I— WM O = n s -MOuTHsr W C!1Urn W 0 IT CC EX. LEGEND � . : ss ��G�To COSTCO ( 0 U 0 ......' •., ...1 EXISTING CONCRETE PEDESTRIAN SIGNAL POLE ?,- o,„,_ (� O LIGHT POLE re 1- ` W CENTERLINE RIGHT-OF-WAY Qy o w O 0 CO CO co t'2 EXISTING BARRIER CURB 0--- POWER POLE/LIGHT POLE TIGARD m a J0 I— cc n'a EXISTING RIGHT-OF-WAY UNE POWER POLE \ ■+• _ a - 0 a - PROPERTY LINE E- GUY ANCHOR EXISTING EDGE OF PAVEMENT ® POWER METER P1TJ3 ~ ~ < U VICINITY MAP U U U Q LL W- - EXISTING WATER LINE 0 POWER RISER Lu w m U -- 198--- EX. CONTOUR ® JUNCTION BOX VERTICAL DATUM: ,C n- X FENCE LINE 0 TELEPHONE RISER BENCHMARK: 225 M N T UNDERGROUND TELEPHONE LINE DATUM:SRCITY OF ARD a ® UNKNOWN UTILITY VAULT DESCRIPTION: 2 3/4" BRASS DISC IN THE CONCRETE CURB r 6 I- ELEVATION: 213.89' z P UNDERGROUND POWER LINE ® WATER MANHOLE SW PFAFFLE ST. _ °C SD UNDERGROUND STORM DRAINAGE UNE - - " ' '� w I1 GAS METER - _ _ SS UNDERGROUND SANITARY LINE ;ami _ - — _ O FIRE HYDRANT .r30.03 --- -- - — nowwUcoo CONIFEROUS TREE ® WATER METER • LIMITS OF WORK • i' / U J W j��� "" • UNDER SEPARATE 7 OWNER SURVEYOR 0 ` d WATER VALVE • Z L O •• \I' PERMIT COSTCO WHOLESALE EXISTING TOPOGRAPHIC INFORMATION ON THESE PLANS WAS Cl')6.7 N DECIDUOUS TREE ___ SIGN — a 11\ • 999 LAKE DRIVE TAKEN FROM TOPOGRAPHIC SURVEY PREPARED BY: �' * ` ISSAQUAH, WA 98027 0 N. II ' • i FRONTIER LAND SURVEYING = QO a • 2207B PORTLAND ROAD i. 0 SANITARY SEWER MANHOLE © STOP SIGN r, `- � I `� y � `` CIVIL ENGINEER NEWBERG, OREGON 97132 O i i I ; / BARGHAUSEN CONSULTING ENGINEERS, INC. PHONE: (503) 538-4600 W w Z 0 STORM DRAINAGE MANHOLE © YIELD SIGN 1 • (� OC CLEAN CLEAN OUT ,i NO PARKING SIGN ----- -- •- 4.■�'■�' "(5.N: j • .-- 18215 72ND AVE. S. FAX: (503) 538-4633 W jej Ca . r \ <::::777KENT, WA 98032 0 CATCH BASIN OR DITCH INLET • BOLLARD \ PHONE: (425) 251-6222 NOTE: BCE DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN < 0 z 11 �" ,� i FAX: (425) 251-8782 ON THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS 0 m Q I' ( 6 "� . CONSTRUCTED. IT IS THE CONTRACTOR'S RESPONSIBILITY 0 0 = J CURB INLET o MAILBOX .r x �7 . .=!at ,* � TO COORDINATE WITH THE OWNER TO HAVE ALL IMPROVEMENTS •CT TRAFFIC SIGNAL POLE ( HANDICAPPED PARKING SPACE ' , r■- ry , GEOTECHNICAL ENGINEER BFIELBROUD GHT DTO PRIOR ATTENTIONOFBOLE PRIOR N. RTO WORK.EPANCIES SHALL 2 U cc ■ ♦ >F KLEINFELDER �L eZ ` 9200SWNIMBUS AVENUE, SUITE A - ,PROPOSED LEGEND �"° - PORTLAND, OR 97008 ' �� i `'\\ ` PHONE: (503) 644-9447UQ' • FAX: (503) 643-1905LL Q TM� / "vorev. / 0 PROPOSED ASPHALT • •! �` L\ , LANDSCAPE ARCHITECT o a • `.'\ • ,,/ \ \ \` THE LA STUDIO, LLC u_ `' '' ' ' PROPOSED CONCRETE it ' 15200 52ND AVENUE SOUTH, STE 210 1 ' • i "' •• • SEATTLE, WA 98188 NEW COMMUNICATION CONDUIT • �• k1/4 \ �V � S. PHONE: (206) 204-0507 reit PROFLIMITS Of WORK , J s 0� " --2111% i' �� I NF ,.P NEW POWER CONDUIT/WIRING �• \ � ik t ;.- Fp x•./' P a ua• ° $ i,, r. :.3-E e PROPOSED BARRIER CURB tua' SHEET INDEX SAWCUT UNE ---00 • _____0� •/ ° w� Cl COVER S • N�L n = ■ ■ ■ ■ �� C2 DEMOLITION & EROSION PLAN 9°' to �� FLOW PATH �U •/ ` - .�' C3 CML SITE & GRADING PLAN Nst9t. 17 , •� , ` / ■ 1". C4 CONSTRUCTION DETAILS AND NOTES (82.09 EG) EXISTING SPOT ELEVATION • ° ;s. � 1_� • F'k " YliCITY OF EXPIRES: 3c.•t1Nz• TIGARD (� (82.14 FS PROPOSED SPOT GRADE a air/ �r -I- ' �x Yy REVIEWED FOR CODB COMPLTtANC$ EG EXISTING GROUND / /es :� -l\ � y, c. , L t ic: ti _— I I.; � N.i N 1 i_- ,. y ► s Approved* t1X cl kell �Il Ti ci FS FINISHED SURFACE i— - a.' OTO ( o ■ Q'�"d ..�..L 7� .-� UTILITY CONTACT LIST o r� _ _i Pcrmit#I A •1 t Sgt*S e $ c •II E z in PROPOSED GRADING SLOPE _ I _ _ _ �� in�, -�= LIPID N'- EP' :i_�� _ ar■ ■ ■ ■ ■ i, a . o 1=100' POWER Address; *7.•. " i(:• . Q z > o4 A RELOCATED LIGHT POLE 4 `i - P3�1 _ _ I___ ._�■ I • RIC Suite#:PORTLAND GENERAL ELECTRIC in _ I I ' 0 50' 100' 200' l in ZS // / ,_ , _,, \` �t _ - -` -_ i �' , �w \\\\ \\\\\\\\\\\\L. \� PORTLAND OR097 04E� B�'' fi Date: �So U U i n t,1 - 1— n- F • ■ ~ (503) 736-5450 N v� in cl CN C Y 1 N it Pa ." _ / PHONF �n o a� a E �. :, OFFICE COPYir D .0 Q FRONTIER COMMUNICATIONS t __ ._� t -i _.,,,, irk; �� �t 1 �_1R 4155 SW CEDAR HILLS BLVD N o • +t `� `), 1+11-11-111-11-11-::::71-11-1-1 I f 0 BEAVERTON OR 97055 2 CD CD o, .. " f Z > 3 � IIfII � Z ct � miTt I I far I I : I II �I _: WATER Oa 1111 —Ili 11 cn in 1� 1 TUALATINVALWATERDISTRICT iy Q zw~ 1850 SOUTHWEST 170TH AVENUEwuo 11 BEAVERTON, OR 97006 Q o z 0 i El �V N ONO Ei I I I I I I I I I I I - s , (503) 642-1511 I ill 0 OC N N I t Z °' �° °o ww m N Q Z a -► i WI COSMO SWINUSAL/ cr . I I ' I I I Hill I ;/1./ ! 1 1' SEWER in .N-..N'. w CALL BEFORE DIGGING ■ ■—�i�:.:;� y+e it A. CITY OF TIGARD r� e� N Z N N _ > E ■ t� r un 13125 SW HALL BLVD. 1-800-332-23 00 r Y v=i ' TIGARD OR 97223 • ■ � i E. UTYITY COPFI.ICT NOTE: ■ r j •7yr�■�■rte■�■�■ �'" 'AE _` O THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH `_ ON/ 47, •` ` 10\l\\\\\ �j _' `I i I I I w = \ OF ALL DUSTING UTIILTITES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE /'wv Q� g \\\\\\\\\\\00\\\\\�" G UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 44, a) ` s a. �' NW NATURAL THIS SHALL INCLUDE CALLING Uf1LTIY LOCATE 0 1-800-332-2344 AND THEN POTHOLING �/ I `�y c ""''"""� 220 NW 2ND AVE ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY Cy m ��� PORTLAND OR 97209 VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID ARES AS SHOWN ON THESE Z PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND SUBJECT TO VARIATION. ■21/41,01,- w IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN M o a '\\\ m� CONSULTING ENGINEERS, INC. TO RESOLVE AU. PROBLEMS PRIOR TO PROCEEDING WITH � ._ IC" an CONSTRUCTION. `_ \ CAUTIOM POTENTIAL UTILffY CONFLICT. CONTRACTOR SHALL Ve OON FIELD VERIFY ALL EXISTING AND NEW UTIUTIES PRIOR TO cn \ CONSTRUCTION. SEE UTILITY CONFl ICT NOTF c 4�•w�ll 4 ';, ,n�— —_ THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS in N IL./'��� ■■: �\���I��f��"pj � APPROXIMATE, BASED ON FIELD SURVEYS AND "AS-BUILT" RECORDS. t d I 0 N. THE GENERAL CONTRACTOR SHALL POTHOLE" THE EXISTING UTIUTIES "' I \ TO VERIFY THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO E N 6. o F I I I I I CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE z (v) 2 , y` , I 1 ' ' ' I . oo EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE $ (O ' ` i BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTATIVE, -, V 414 AND BARGHAUSEN CONSULTING ENGINEERS (425-251-6222). L DEMOLITION AND EROSION CONTROL PLAN LEGEND EXISTING ASPHALT / /������ TO BE DEMOLISHED Q PACIFIC CROSSROADS IMPROVEMENTS EXISTING PAVEMENT Z Cr -I CO EXISTING CONCRETE ,•,•e..", W 11750 SW PACIFIC HIGHWAY TIGARD OR 97223 B ° :a MAMA =:_:_:_:_; STORM DRAIN INLET PROTECTION J U EXISTING CURB c M II- Z PROPERTY UNE y SD EXISTING STORM DRAIN m - �i' ss EXISTING STORM DRAIN SAW CUT UNE Z 1W 0_ i 0 = N PERIMETER PROTECTION U 2 CD W EXISTING UNDERGROUND Z o O WATER UNE LIMITS OF DISTURBANCE vwi R��Y LT_ loc G EXISTING UNDERGROUND N O °C co U Q GAS LINE x x x x x x CONSTRUCTION FENCE EXISTING UNDERGROUND w Lciej W - oIL acc P POWER UNE EXISTING STORM DRAIN CATCH o m CC H � 0 10 20 40 BASIN m a W 0 Co \\\\ 0\O\x I QHW EXISTING OVERHEAD POWER J O ori to .- EXISTING SPOT ELEVATION 0 C7 Z Ll CC 0 PUBLIC RIGHT OF WAY IMPROVEMENTS -- _ = a Z V N. UNDER SEPARATE PERMIT 0 c DEMOLITION CALLOUTS ~ °C U mmY Q \ ^� ry�, + . -�- v� - EROSION CONTROL NOTES: `� " " < L y" C9 / / \v ��.' �`~�i.° � m° ":�• _^:� - ��� /` , °° 0 EXISTING ASPHALT PAVEMENT/CONCRETE TO BE DEMOLISHED AND DISPOSED OF 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON m m cOc Q �•° ry�� ! .�iIT91tG1�!_r.•��! . iy ° is { OFFSITE. SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT c 1 ,ra!`! CONTROL BMPS WHEN RAIN IS IMMINENT. :: Ory ' / �O \ \ ry� - --'------------"-I:..2 _ _ ®' � ' �_ ,,,�.�� DEMOLISH EXISTING LANDSCAPE AND IRRIGATION ONLY AS NECESSARY FOR ,n re a W C9 J 'c �� 11" © PROPOSED CONSTRUCTION. SEE SEPARATE PLANS FOR LIMITS OF IRRIGATION 2, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO ��oq % ° N C) ♦ . • re • \ 5 \ N II �/ REMOVAL. N. �� C� t'--) N N N b N WORKING ORDER TO THE SATISFACTION OF THE AUTHORITY HAVING t \ "' ''�. �` lJ N is CP N N N i °V- 1\' JURISDICTION AFTER EACH RUN-OFF PRODUCING RAINFALL. N .- 6 I- Yti0 - ��� © SAWCUT UNE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING Z • e! `� IX. R.O.W. NE INTO EXISTING PAVEMENT. �/� m \ ti ` r - 3. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL a �� - e v', , h '' �� �' S.W\ 78TH NU 1 °22 5 " " 44' (� J , MEASURES AS MAY BE REQUIRED BY THE AUTHORITY HAVING / Q ! /� q I � O 0 EXISTING CONCRETE CURB TO BE DEMOLISHED AND DISPOSED OF OFFSITE. JURISDICTION DUE TO UNCOMPLETED GRADING OPERATIONS OR ` ° v����� ry� - ' Illr " ©INLET '_� ci UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. O v �"I ��� 1N .TEOTTON a RELOCATE EXISTING SIGN. SEE SHEET C3 FOR NEW LOCATION. W (p 4,,,,,; > eQ07;;.�* : , 4/_�� /4 PR�O,EC N ',' �ry ,�� © 4. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER J�C/ ' a�� +� ° CiJ O O INSTALLED PROTECTION BEST AND MAINTAINED. MANAGEMENT PRACTICE MEASURES MUST BE J W , , SSJS /���I� .� (---- ,,, ♦ l r ° �\ 4 .,./4„,„.„., �a� •s iP:�x ss l._'#.� 1"^� �. s..� .w� a+ Ar. , '.�. ^�/ N LL �• , /y� � \,,.. bi. r' .��.�Y.j:_'..,_.P��� ®��� ��'� . � -' �.-<Y�:�L'�d�i'�'�n ��En -' • ,^s:_ ,� GC- (\Vi � �• w o�_Pp CONSTRUCTION SEQUENCE � N ��� �,- T �-���� �Q ' 1. SCHEDULE AND ATTEND PRE-CONSTRUCTION CONFERENCE WITH THE AUTHORITY co `� `' R O.W. LIN ' '"' i zl��- _ �`� ,� �b HAVING JURISDICTION, IF REQUIRED. Q Q 0) D�' ; ' t�� qb Fes' w ts� , �Jii / ^ O Uj ^7 I.: . .- ali +2 Oz -, = OWaC ` '. "� �� y ras;�ago� `1F,� - 24 22� t .Si� / // 2. FLAG OR FENCE CLEARING OMITS/LIMBS OF DISTURBANCE AS INDICATED ON THE O /' � • p y. APPROVED PLANS. co `^ �` 3. INSTALL CATCH BASIN PROTECTION AS INDICATED ON THE APPROVED PLANS. I� CO W Ci- "•• ��• oo ,�o , ^^ ) ; :; � /� _�,,,illO�!,� % � {��i�Iw Q O .0. , ir arveMI ry 4. INSTALL SILT FENCE/PERIMETER PROTECTION AS INDICATED ON THE APPROVED Q Q7 °~ �' ' R Q P I 7 PLANS. m I 2J v/ , ' . i: ; ` .- 7 . � r. •� �i�1�0. CTION , cea�1_ ^ b. CIT 1/ A�� Gj �O ' � r � O 1 r„,,49 ' (Thz�S Q • '��.`� n✓ OO O DEMOLITION NOTES: 5. REMOVE EXISTING ASPHALT AND/OR CONCRETE PAVEMENT AND CURB AS INDICATED (n U // // ' ' / • \� " w°%" © �� v / EX. CUR \ °'1 ON THE DEMOLITION PLAN. fr ♦• I 1. ALL PAVEMENTS, SLABS, GROUND COVER, UTILITIES, ETC., INSIDE DEMOLITION Q ° Q O� / i \SAWCUT r / MLA fa , rya /�� LIMITS SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. O Q i 11- I U 6. INSTALL STORM DRAINAGE IMPROVEMENTS AS INDICATED ON THE APPROVED PLANS. U ' ` 3a_ ° ° /° > © T � SAWCUT �'' ILL 2. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILITY C/�°: r 7. INSTALL UNDERGROUND STORAGE TANKS, FUELING CANOPY AND ASSOCIATED Q� ^ . Y• M� •�.dl COMPANIES ON REQUESTING DISCONNECTIONS, REMOVALS AND OR RELOCATION U/ IMPROVEMENTS AS INDICATED ON THE APPROVED PLANS. __ .,_.4. Cc;) a . Cer a et • / �lV� /' Z2� ry\!1" • �;�'• �► V OF EXISTING SERVICE. 0 ° ryz // �\ / �' yl; .I � 3. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS AND CONSTRUCTION 8. INSTALL SITE PAVING AND CONCRETE CURBING. L UCD• ° ;,�, 9. INSTALL SITE LANDSCAPING AND IRRIGATION AS INDICATED ON THE APPROVED lLO i. 1 > ,"©IN \ I a APPROVALS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK.CO' /' 1►+nj9�1 PROTEC7�0� \, y"7 v PLANS. CLQ Q '� ryk b - 4. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, PAVEMENT AND/ORJV /ry /° Q V ryq qry LANDSCAPING DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY. 10. EROSION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE WITH THE 1 .b / p4aTagv�dl � :\ �. '� / rye' y� APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS THROUGH THEA PROF ry' , sii oo ry x'/ n TT 5. CONTRACTOR SHALL, PRIOR TO CONSTRUCTION OR REMOVAL of IMPROVEMENTS, DURATION OF THE SITE DEVELOPMENT. •SO / 6'4A�.� � a ,` y 8' FIELD VERIFY AND CONFlRM OMITS OF DEMOLFI1ON AS WELL AS EXISTING �G I N F /O" 402) �CD O / 'b CO INI ,�iii‘vdo �:' �I•;. UTILITIES AND IMPROVEMENTS TO REMAIN. 11. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED ci�/ �}� �'° �°. „Co cc) . I '�. iAIN i►.7. °s� 15803 r �� V ° 2° / GEROSION/SEDIMENT CONTROL CALLOUTS: AND BEST MANAGEMENT PRACTICES REMOVED IF APPROVED BY THE AUTHORITYL1 w • c9 '!t/'{ \ HAVING JURISDICTION. T1s �/ (.1/ �) likr 1i9 a EGON �n I. J // (� .� Q CONTRACTOR TO INSTALL SANDBAG BARRIERS, STRAW BALE BARRIERS, SILT y m �C/� �� °' \ xf G\ �/ :� •• FENCE OR OTHER APPROVED PERIMETER PROTECTION AT ALL PERIMETER DUST CONTROL NOTES: • `)• 17 . 0 �� �. ° qq ;! O .° / ,k ".'° LOCATIONS OF PROTECT SITE AS REQUIRED TO PREVENT SILT-LADEN RUNOFF �� //( ,` y \ Co 0 IA . 4 b .• 1f • • - FROM LEAVING SITE, AND AS DIRECTED BY INSPECTOR OF AUTHORITY HAVING 1. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWICE DAILY. JURISDICTION. SEE DETAILS ON SHEET C4. a 2. WATER OR COVER STOCKPILES OF DEBRIS, SOIL, SAND OR OTHER MATERIALS THAT EXPIRES: 6/3o.I1 N CAN BE BLOWN BY THE WIND. ci 1 Ifah ' JAT DOWNSTREAM RECEMNG STORM INLET - CONTRACTOR TO INSTALL STORM o q� , ry 0 DRAIN INLET PROTECTION AT ALL AREA INLET LOCATIONS AS REQUIRED TO 3. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS OR a �� // ^ °� REQUIRE ALL TRUCKS TO MAINTAIN AT LEAST TWO FEET OF FREEBOARD. C/} \ r I.,- es �' // r ry PREVENT SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM, AND AS o \ k k i • ' 9- // // DIRECTED BY INSPECTOR OF AUTHORITY HAVING JURISDICTION. SEE DETAILS ON `9I Ili T1 ° (I 0 SHEET C4. 4. SWEEP DAILY (PREFERABLY WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, 5 N r z a ° \ eAI• o� ,�`� V PARKING AREAS AND STAGING AREAS AT CONSTRUCTION SITES. rn = c u o • \ i M1'I r ..Ar.i, `\ `I° INLET I© >,, q iii). © TEMPORARY CONSTRUCTION FENCING - CONTRACTOR TO INSTALL 6-FOOT HIGH 5. SWEEP STREETS DAILY (PREFERABLY WITH WATER SWEEPERS) IF VISIBLE SOIL to • . PROTECTION Fr 'S °A Oka CHAIN UNK FENCING ALONG PERIMETER OF OF CONSTRUCTION SITE AS MATERIAL IS CARRIED ONTO ADJACENT PUBUC STREETS. F rn F in o b I,Ai INDICATED ON APPROVED PLANS, AND AS DIRECTED BY AUTHORITY HAVING I- °JL) M I- 0i .t° , OO JURISDICTION. SEE DETAILS ON SHEET C4. v 2 1i�i14�,?°: I II a gr .. 4.0PO1 I N N • ( { °AQP°9• 4�°,�1 T C Y > N • in STAGING AREA NOTE m E .. d P t q' p ° \° w; "' LL" `v. t i ^�( I�� 1. CONTRACTOR TO COORDINATE WITH ARCHITECT, COSTCO CONSTRUCTION PROJECT o a a o L) II' UMANAGER AND PACIFIC CROSSROADS SHOPPING CENTER MANAGER TO DETERMINE w0 ,;l ; ' P� APPROPRIATE STAGING AREA = c�vL - • n • v I YIyIr Q Z 5 ID�/ • ° �1� sAwouT ,� 1 2 HAULING/SILTATION CONTROL NOTES: a ara, O {rR 1. PUBLIC STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY = Q z w a �� �b ©� '� CLiI WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS w N �` g Z vrr�Z CO EX CURB ' i ' ° ^ ON A DAILY BASIS. > ro N N p N)Q u N. \ % t �a ., ' (.�rMi @ V 2. CONTRACTOR SHALL PROVIDE SILT BAGS OR OTHER SILTATION CONTROL MEASURES a Coo orp z r�� 0Iv/ 1> © I i.' 4- a.I I u- ON EXISTING CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO N Q I I w w /� SAWCUT 26 i ° '� . $ 0 RECEIVE SURFACE RUNOFF FROM THE WORK AREA OR ANY LOCATIONS THAT MAY n 5z yL• + / ', p Iw Q BE DESIGNATED BY THE AUTHORITY HAVING JURISDICTION DURING THE COURSE OF N N z+t� `S/ O Ii Q_ THE WORK. N Z j j J E `' .� N N � m f` ' Q `�"\ I , III r ° °,/AI` 3 3. EFFORTS SHALL BE MADE DURING CONSTRUCTION ACTIVITIES TO STABILIZE ALL co Y vv N o N ` � I¢ .;� • I { DISTURBED AREAS AS QUICKLY AS POSSIBLE TO MINIMIZE EROSION. E N ��' -1•_ ,4 4. ITEMS FOR DEMOLITION ARE DEPICTED PER DESIGN DRAWINGS. CONTRACTOR TO _` o N PERIMETER 0 VERIFY AND LOCATE ANY ITEMS FOR DEMOLITION PRIOR TO START OF tett ON, . V Air PROTECTOVN ° I ,b CONSTRUCTION AND NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. s6 N ryryh �° IMMEDIATELY OF ANY DISCREPANCIES. `� f` `�� c I 0- , ip' 5. CONTRACTOR TO REVIEW AS-BUILT DRAWINGS IN PROJECT AREA AND REMOVE QV ' / _ • C 10 N AND/OR RELOCATE ANY SITE APPURTENANCES IN PROJECT AREA THAT IMPACT THE �, ��� w w N o I� o .R PROJECT. I ` 154. 2 a' J t UTILITY CONFLICT NOTE v* sa �' THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH N OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE to UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. d• `' 11Know what's below. THIS SHALL INCLUDE CALLING UTIUTY LOCATE ® 1-800-332-2344 AND THEN POTHOUNG . g ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY E CV d o 8Call before you dig. VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE z' co . 6 8 ® PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. rn N 0 ...<10,2, Dial 811 IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN o Or Call 1-800-332-2344 CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 0 CONSTRUCTION. CIVIL SITE AND GRADING PLAN cr PACIFIC CROSSROADS IMPROVEMENTS Z Z 11750 SW PACIFIC HIGHWAY TIGARD, OR 97223 LLI a o Qpc _ Z W D_ a co iiy 0 M0 = ^ A. CC 0 10 20 40 am S� , .,r / � ^ ,^� U Q D U 0 \ \\\\\\\\\\\\\ s , \�' \\\\\\\\\\\\\\\\�\\\\� No °�'� o 2.30 ' ice;`` ��` 00 ,O , D�`( / u Z Q A 04 CO to ON, LL.1 I- CC m 149° `� \� •\ 1;4. NN© iv .,q �/ /� J� _�� ^-l/• R."� 44 th Q �' I CO 0 m d W O /A 1 _ . s // //(`l n PUBLIC RIGHT OF WAY I , Y..i 14 �'' r Oto + i d� IMPROVEMENTS ° . �, f�.� 3iry ., _ = a w Z IoC p AY ` � � Ikir UNDER SEPARATE PERMIT ""A /> � re �, al di ya ,��,^ N Lii"%l*.-, � �tice a "mm "° pay© OHW OHW ° OHW Ij U Q kL"� s\„ CO .:N 3 `,��I m'm —� +° mom?` _"�8 kn"m T U itlY ./„, N. $ Nl��ffMSli�-� A [�'�i�i11�kAllIFINp ! t. ��� ,4C/ m Q nigifilfill .. .„,.. / / m� �� \ --_— .W. I� /-� VII\UE r� 401 , J ^ N N 0 .. k/ / --, j e► r�� N� N�� N N r� ,� N e 6 F- cv -__ - (7,,, trait& AIIIWAWAllriainaukto 4 rii— A-4 ti 7e,.., / cs . wr_ • \ O !v ., �. 0 vw , _la I lir air I� ,� ^ O SITE CONSTRUCTION SCHEDULEv A� �i7���``.. �N' .'. •. � 1 r r � � � � � n, t �^ 0 � W ii- / 4 ^. �� �7 •', I► yz' ��I�i ►�.� � '�/ �� N �•,ry� = O1 PROPOSED ASPHALT PAVEMENT, MATCH IXISTING PAVEMENT SECTION. Z p et . D- ,,, ••i• 410 P'' p��"��, "" ��� , _ '� °� - 2 PROPOSED CONCRETE VERTICAL CURB SEE DETAIL SHEET C4.Q` O� \ O CD• ♦?O.W. L1N �'�:�� ` ® . 40 ( � O/� (� r� rn /��' �`�. , " " b '•:.� �fN� lligrif'�'."•1-� �,� . , ���IIIIIIIIIIII� ��I� �r / /� \ °�, a .. 1 —�---2--�•�- -=- � j // Q �h �M 3O PROPOSED LANDSCAPE AND IRRIGATION, SEE SEPARATE LANDSCAPE PLANS. = OWW �• , v^ *." ^ \ .• .s. r-• s s' © -®— 41 -1Iaill-��r� Aa ^--i-r-ea �-vAbzwl �r �� ® PROPOSED PAVEMENT MARKINGS, SEE DETAIL SHEET C4. Z 0 la 41 it IF Ire owwd Q-) 0 0 ...,, , • . 0 ^ ,� \�`95 E,r 1 ® ' r�� 0 N d , 3w bSAWCUT EXISTING ASPHALT TO PROVIDE A STRAIGHT AND SMOOTH UNE FOR PROPOSED Q°• O O• \ ° �+rr R 6CA 1 ' lie P r, o 111.1 "� O 0 C Q ° hi ° , ' ! ,'!I� fC ASPHALT AND OR CONCRETE INSTALLATION. ^ Qj °\ ()' j { WO�WA�PERM5� " Q // : r i h +i'J a. 774 65tMF� \ell OF 1 """ ^ �I 0 I Jh ,© 224 52fM •: EX. LIGHT j , EU�ETATI�` • "'��� -„, 6 NEW 4" WIDE YELLOW PARKING STALL STRIPING (15.5' x 9 ), TYP. OF 8. (n\/ // © �,' • EX UG �39 R T REMAIN °a O O (n / r cc° �C \// �/ 2 .784 1 ; �� Q, O REMAIN 1 ^v 4. `\ : EMAIIN 111 ^ �`. 0VuJ•. . / p . •1 /` 22 .50 { 774.SOtME a ' •O 1'�I ¢1N ?? "" _... U- 0 R/' 225 OtME` -� \\\ijOtME lir411 :.,;:s° • 1;!' U ; ,D. IX. ASPHALT b: ° �� 3 1 .o W �► ITT O CD • 8 'AVEMENT "" 0 " " til v !4 U O) \ TO REMAIN © k ,yP i • • p A 9 O\ �� , °/ . D 225.75tME 0 1 ,. ,m 4, \a- • Fe.,' y4, U_ a / ft v m,gp \,. 1 ,..,J /p : 1 9 „ .5 aryl ': . '` �Q PRQ sCI e/` I. ""m / �' 6 ^ .P . , iy. '�� r Cby: t I !!' �y G I Ne ��40 . v: CL ' . SDCB a REMAIN �'' ' ~. �0 I i►lord, Q�� ��158o Eexl- � r ` �/ RI =223.08 it '''� .' .: { I {\► I ..e V f , \ I /,il/ R,h it laJ r i c 'Q• 17 .\r-3 0 cn -k-° D \ v ' UTILITY IMPROVEMENT SCHEDULE 9< P GR�e ° k © II // // EXPIRES: (o �,�1 °o f p a D �� �j RELOCATED POWER RISER. ci 1. a Dii ( -k- w4g pli, :., s o M i �% EX. SDCB . REMAIN m O 1 ifLL -ii Q 00 s o H to u 1 M=224.68 oil r ... _ + a: N •I� Z •. 7 IJ l PROPERTY UNE r&i/ 'nn _ +. # 225.54tMEIL �"" U :0 aa • � u. ` ° 0 225.63±ME D.. H E glOY i IES TO 1 oi IQ �v IN �., ' 5.71tME IL® " N :rs I!i• w X• ti ¢ N 2N Z m N ANI " 3 li n z Z a cn CN 224.84±ME' • p to CV CV w . c N > e �C N CJS k O O E I in N a' IN O 04 3N� S o � y•0OI II + ' till/ y = 0 NH a c� 1 0 tit 2 i VV /: c CO ,9Jv a, UTILITY CONFLICT NOTE: d'$ Ncm THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH N OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE r7 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. m 81 Know what's below. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-332-2344 AND THEN POTHOUNG a ' o ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY E (V o Call before you dig. VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE z' co m o S' ® PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. vl M 0 Dial 811 IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN��/ Or Call 1-800-332-2344 CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH U 13 CONSTRUCTION. EZ 6" MIN. THICK CONCRETE SLAB 1/2" RADIUS #4 ® 18" O.C. EACH WAY CONSTRUCTION NOTES AND DETAILS AT EDGE OF CONTINUOUS THROUGH SLAB (1YP.) CONTROL JOINTS. CENTER CC 36" EDGE i REBAR IN DEPTH OF SLAB 10" THICKENED EDGE TAPER Nm c2 o (CONCRETE) PACIFIC CROSSROADS IMPROVEMENTS CO J Z 8" THICKENED EDGE �^ w 11750 SW PACIFIC HIGHWAY TIGARD, OR 97223 "�(ASPHALT) .=w• ,; ; ~ U Q •� •W •: •W •N L••:••:•• •• •• •• •• •• •• •• •• •• •r C'3 • • , • 12" 6" .,:..c.L.- r�••�••�••�••�:�•.�•.�•.�•.�•.�•.i•.��, CITY OF TIGARD - GENERAL NOTES cc o Wo_ 0 N •, • A oU v._,u.,u • • MSc L••MPS. •• •• •• •• ••L•• •• •• •• •1 z MOTEN :••:••:••'i••:•0:••:•� •it:•�:•� r • • • •�! •� •w • •M 6" AGGREGATE BASE COURSE 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY Q W I U �r Yw AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. > BITUMINOUS TACK COAT ONw ri: CC CONCRETE PRIOR TO ASPHALT 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS `MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF N W Q W p PAVING TRANSPORTATION, FHWA, CURRENT EDITION. w I- 0_ 0 0 Q LE 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A m z p O.. 6 CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. I- CCTYPICAL JOINT SECTION AT W Z 0 Cl) C 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CRY ENGINEER. THE PERMIT m a 0 J co cd - CONCRETE AND ASPHALT PAVEMENT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POUCE DEPT., H - i C to H TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. o NOT TO SCALE _ = a 0 U 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBUC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN .2 se 1/2" 6" AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 1- i- 1" R 1/2" R PLANTING PER 7. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR w 4 LANDSCAPE DRAWINGS WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. w w T Z V d Li 8. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. m 0 Q CL 10 C--ASPHALPAVING T 4 \ // 9. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.160, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE N N o V \�L �\/ AUTHORIZED BY THE CITY MANAGER. M N �\�\�/� 10. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO a r 0 N oV° °R aaj\\� WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. z `� t° `Pp "' a \• �V 11. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. Wce 0 • 12. THE CRY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO 0 ASSURE PUBLIC SAFETY. // MIN #4 BARS CONT. W 0 0 . ��\\ \/\ /� A /\ /\\ BTOP OTTOM BEFORE 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO V J N 9" ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. a J W COMPACTED SUBGRADE Z b 0 PREPARED PER SOIL 14. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, AT 503/639-4171 TWENTY-FOUR (24) HOURS = N NOTES: ENGINEER RECOMMENDATIONS. PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. CT- W0 Q (n C4 1. PROVIDE WEAKENED PLAIN JOINT EVERY 10', EXPANSION JOINT 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK 0 4 0 EVERY 30' AND 0 THE START AND FINISH OF ALL CURVED SECTIONS AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN 2. PAINT CURBS WHERE NOTED ON ARCH. SITE PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED Cl) CCD 0 3. PREPARATION OF SUBGRADE SHALL BE PER PROCEDURES BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. OUTLINED IN THE LATEST EDITION OF THE SOILS REPORT. co CO Z 4. CONCRETE SHALL BE TYPE II or V AND SHALL BE 560-C-3250. 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE 0 Cl) W Q MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE 4 p CEMENT CONCRETE VERTICAL CURB AT THE WORK AREA p Q Q 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBUC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION CO 0 2 J N.T.S. SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO OD cc CLEAN-UP. 0 U 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ 211- 0 ® REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPUSH EFFECTIVE EROSION CONTROL. 0 U GRATE DANDY BAG II DANDY BAG II® S 19. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT 0 LIFT STRAPS INSTALLATION AND MAINTENANCE GUIDELINES: MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 0 > 2� 0 ,, `� INSTALLATION: REMOVE THE GRATE FROM 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE r` 0 O) CATCH BASIN. IF USING OPTIONAL OIL PROPERTY, PUBUC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE O 4 /Ilil��� OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL u_ ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 1 DANDY BAG®II THE TOP LIFTING STRAPS OUT OF THE WAY THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT �Gfl PRDpc_ AND PLACE THE GRATE INTO THE DANDY THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTIUTIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. `Sy. BAG® II SO THAT THE GRATE IS BELOW THE5 1 N zo ill STANDARD FABRIC IS TOP STRAPS AND ABOVE THE LOWER e�G FC.0 x AN ORANGE WOVEN 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK POTHOLE BEFORE DIGGING STRAPS. HOLDING THE LIFTING DEVICES, ( 2e' 158038 r MONOFILAMENT INSERT THE GRATE INTO THE INLET. IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. / IL)' CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. hDUMPING STRAP MAINTENANCE: REMOVE ALL ACCUMULATED , o"EGONS N ,I� ALLOWS FOR EASY SEDIMENT AND DEBRIS FROM VICINITY OF 23. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS l 91 0 /^\ REMOVAL OF CONTENTS UNIT AFTER EACH STORM EVENT. AFTER WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE / yq R• 17 .�9 0 EACH STORM EVENT AND AT REGULAR FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. < p GS° _ INTERVALS, LOOK INTO THE DANDY BAG® La II. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST 24. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S �,1l� °J OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE EXPIRES: (r�� N ci BE EMPTIED. TO EMPTY UNIT, LIFT THE DONE AT THE PERMIT HOLDERS EXPENSE. 6 UNIT OUT OF THE INLET USING THE UFTING STRAPS AND REMOVE THE GRATE. IF USING 25. ONE AS-BUILT DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, cn OPTIONAL OIL ABSORBENTS; REPLACE ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG Y ABSORBENT WHEN NEAR SATURATION. WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). o o a U .- Z Z \ 26. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUEUNE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER r° �\ CATCH BASIN FILTER BAG SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. ,O NOT TO SCALE 27. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - M M CD ENGINEER AGREEMENT NOTE # 5.) 0 (...) = N N 28. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR c c Y m a N. 8 hs CONTRACTOR TO VAUDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S 'H o 0 $ 03 E STAPLES OR WIRE RINGS (TYP) EXPENSE. o o .0 0. 0 "STAPLES GA. WELDED WIRE o FILTER FABRIC MATERIAL FABRIC OR EQUAL 29. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY w o MIRAFI 100 X OR EQUAL CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. H Z U o 2"x4" DOUG. FIR cc 3 AT 4' O.C. I I I I 30. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. O z N o I i iii I i ��jj a n � I 31. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. w X m o r_ _ " ���,�.�.�. 32. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO w w z ;; ;; '\�O�O�� HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER > rN N N p II II II II ,�.�.� SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. Q N II ro II i II i i ♦��/ CA cO 00 z r °° ° o ° oil i ° g ° 0 . ° °o on ° 00 o ° �0�, 33. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER N I NC I w '`' °o°a„ °o°o„ i, ° °o °° °o ° °„ °o ° o ° o° OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - N- < zto in 6 cU N I ; '' '' 'I EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CIN INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. N N z z . - r w j 11 II 11 11 V V V V 34. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF w N N 2"x4" DFABRIC EQUAL RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE ' Y �.a. c� c=i1 P FILTER FABRIC MATERIAL 6`x6" TRENCH I £ PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. E 2"x2"x14 GA. W.W.F. r co 35. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE co_ PERMIT HOLDER SHALL PROVIDE THE CIN WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF �j� ON/ S, CO NOTES: o� rn FINALLIFT. `(/, + t 1 3/4"-1 1/2" WASHED ROCK "' 1. PLACE 1' OF 3/4"-1 1/2" WASHED ROCK APPLY 2 COATS OF TRAFFIC-LANE 36. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED J ,,SOR PEA GRAVEL OR PEA GRAVEL ON BOTH SIDES OF FENCEMARKING PAINT OVER CLEANED t 'i ' cs a; II I• Milli i t MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. Q 6"x6" TREN I� TO CREATE A BEVEL SHAPE. o PAVING SURFACE ACCORDING TO ��� m 2. FABRIC SHALL COVER BOTTOM OF 6"x6" I LAYOUT SHOWN ON THE SITE PLAN. I o 37. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY TRENCH AND EXTEND BEYOND THE LIMITS OF 2 FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CRY CONDITIONAL ACCEPTANCE OF THE PUBLIC c I I THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS 2" EXCESS OVERLAP -I I- . _I OVERLAP OF 2" MINIMUM AS SHOWN IN IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO o`_ p" I `or TYPICAL CROSS-SECTION. _ 66" 30" THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF a, COaS 6"I THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY cn c MIN. DEFICIENCIES IDENTIFIED IN THE EVALUATION. a N TYPICAL CROSS SECTION rn n in FILTER FABRIC FENCE DETAIL DIRECTIONAL ARROW Z co r o NOT TO SCALE NOT TO SCALE N o Ut I LANDSCAPE PLAN AND PLANT SCHEDULE ,i : ',L P1sIL1Ir?LLC W C� N^�I,1�II s landscape architecture ^' / ���/ ottwP,SI'''pr „'lantl enticement D jam' i PACIFIC CROSSROADS IMPROVEMENTS 0 „ N •°C1 = w O 7//f 11705 SW PACIFIC HIGHWAY, TIGARD, OR 97223 RECEIVED 0 w w JUN -2 2015 0 \` \\\\\\\\\\ it q 0 10 20 40 O C11"YOFTi�e�RU � < CC BUILDINGDIVISION -I 0_ F 3 o z Q a 1 v I • • Q Q 1 g U PLANT SCHEDULE Q C7 t SIZE Z � • SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QUANTITY REMARKS V TREES: v a _ cc ILL Qa. a / ` • ,, r ) BETULA PENDULA / 2" CAL. AS 3 STAKE & GUY ONE GROWING o v a v 9 • : EUROPEAN WHITE BIRCH B&B SHOWN SEASON: NURSERY GROWN U 0 V ' ` \ • •' • . FOR STREET TREE USE, U3 U 0— : \ _.• (n \ BRANCHED AT 6' c 0 W . .. it►.4, EXISTING TREE TO REMAIN TO EREMAIN, SAVE, AND .41 C3 0 < __ __ EXISTING TREE TO REMOVE 6 TO BE REMOVED M \ • • r _�_ se •. a •. .: •: •• . . .e. *: ! •. . . j ^ 0 r ••, �1 •,.. SHRUBS: CC II 11 O EUYONYMOUS JAPONICUS 'AUREOMARGINATUS' / 5 GALLON 3' O.C. 17 FULL AND BUSHY, MATCHED \ I! GOLDEN EUONYMUS HEIGHT AND FORM U _ S.W. 78TH AVENUE _ _ _ _ + — — 0 —� c� II .. VIBURNUM DAVIDII / 5 GALLON 3' O.C. 6 FULL AND BUSHY, MATCHED 0 J W 't ' ` II \ A DAVID'S VIBURNUM HEIGHT AND FORM z � N EX. STREET TREE EX. TREE TO BE REMOVED. TYP. , Q co No . : t� © I 0 Q .�.� M PROPOSED SIDEWALK GROUNDCOVERS: 0 W 0 alba' �`,� :�•',� ,�' �� k_7*r + ,'..%•'-:1-.t1: . � ` '°°;ye ,fir Q 7 1' ''�n watifii*J-77, z .ANip cfr CC�_•—�I �,-t s' ' ® a_ / FRAGERIA CHILOENSIS / 4” POT 12" O.C. 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LANDSCAPE NOTES AND DETAILS 1' lLlandSLudi0LLC tiplanning CO landscape architecture N Malil CV PACIFIC CROSSROADS IMPROVEMENTS ; land entitlement 0) 11705 P W 0 SW PACIFIC HIGHWAY, TIGARD, OR 97223 0 0 > ° 1 LANDSCAPE PLANTING NOTES AND MATERIALS 6 SCOPE OF WORK 2" MULCH LAYER < C FEATHER EXCESS z c FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND F) TOPSOIL PLACEMENT: SOIL UNDER MULCH 0 PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 1" MULCH AT CROWN v r Q CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. 18/24 INCHES IN PARKING LOT ISLANDS. 1/2" ABOVE GRADE Li 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF 1" ABOVE GRADE o QUALIFICATIONS: TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB-GRADE AND THOROUGHLY e0 Z O 2 LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE FOR A TOTAL YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). .' -- •?� e o LLI cc PRESIDING JURISDICTION. PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM ' /AL � CO r 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 • �, Q C JOB CONDITIONS: INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. . ' ' 0 IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. • . PREPAR •� o n U LL OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. BED : v • BfD' BARK MULCH (TOPDRESSING): 7 • ao 0 0 0 PROTECTION: ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK. NOTE: U t Q SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS REMOVE CONTAINER AND WORK Z Z 0 WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM STAKES: ROOTS FREE OF SOIL. m HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. BACKFILL TO BE SETTLED USING WATER ONLY. 3 c ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN SEE PLANT LIST FOR PLANT SPACING. 0 co COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. GUY MATERIAL: C. u, Q 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LE88 THAN GALLON CONTAM 1 AM61 No EL 1() REPAIR OF EXISTING PLANTINGS: (PLANTED BEFORE lAULCH) (PLANTED BEFORE MULCH) M o 6 O DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD LAWN: GROWTH, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH. COMMERCIAL SEED AS NOTED ON PLAN. - Z6 I r REPAIR OF IRRIGATION SYSTEM: HERBICIDE: GROUNDCOVER PLANTING DETAIL cc DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. NOT TO SCALE DAMAGE. o ANTI-DESICCANT: o GUARANTEE: "WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. (0 GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE W 0 U TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. U J N 90-DAY MAINTENANCE: a CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND EXECUTION: W IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK Z N TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. FINISH GRADES: ° n FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. MATERIALS: FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS Q co 6 PLANT MATERIALS: AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR = 0 u O PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN TO INSTALLATION OF MULCH OR LAWN. U ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. 8 Cl) Z Q NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" TREES AND SHRUBS: 0 0 < Z INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUTCC A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER Cr 0 OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. ONLY. NO MECHANICAL COMPACTION. V B) QUALITY: PRUNE DAMAGED TWIGS AFTER PLANTING IE PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE GROUNDCOVERS: U INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED ac 0 DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID PROPER GRADE, AS DETAILED. NOTE: �`� U U El- AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. (n AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN MULCH: HOLD DCROWN OF ROOTBALL AT OR JUST ABOVE FINISH /105\ 0 < ODAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2-INCH DEPTH.HAVE MULTIPLE LEADERS OR Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR / PROTECT TRUNK AND LIMBS FROM INJURY, O DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE UTILITY CLEARANCES: BACKFILL TO BE SETTLED USING WATER ONLY - FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY NO MECHANICAL COMPACTION. "' itSOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLcSS C) SUBSTITUTION: SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. OF MATERIAL. NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTEDPLANTING MAINTENANCE: (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN- UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTINGLOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; \ • BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING REMOVE AFTER ONE GROWING SEASON MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER • 1 FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT I 1 NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND 255 SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. INSTALLATION REMOVE AT COMPLETION OF PLANTING %� ii LOSS OF 40 PERCENT OR MORE OF CANOPY. el z /� • SOIL PREPARATION: LAWN PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING AND MELVIN R. EASTER x` TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE IRRIGATION MAINTENANCE: 3" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK •' ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR 8" TO 10 till if OREGON m AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE FINISH GRADE a PROVIDE CHANGE ORDER FOR ADDITION OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN j I. m ADDITION TO SPECIFIC WARRANTY/GUARANTEES. PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN � I . SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 -m AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, TIMES BALL DIAMETER FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. rn EXPIRES: 04/30/2015 0, RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO w LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS ALL WRAP, TIES AND CQNTAINER$ o 3" MULCH LAYER SCORE ROOTBALL AND IhORK NURSERY SOIL a FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. AWAY FROM PERIMETER ROOTS 5; `o < \ n TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. TOPSOIL AS SPECIFIED o H A) TOPSOIL: FINISH GRADE MOUND SET LL ON UNDERUNDISTURBED BASE OR COMPACTED us BALL = z ; z a CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING PREPARED SUBGRADEo' THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED PENETRATION TO SUBBASE (+) 24" HERE-IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL 1" MINIMUM I m c a, c al RESULITNG FROM CONTAMINATED OFF SITE SOURCES. / I N o B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC i'• 1/1/ PAVING TREE PLANTING/STAKING DETAIL d V d M TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY 'II��� ' c s "� VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR / , NOT TO SCALE m c d a :: EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN - 1E11 a a o c a E AMENDMENTS AS LISTED IN "C". C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: ,,IF I I C)� 2 THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: I- z o 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM z ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR ON taw o, PRODUCTS. a 2. 30-POUNDS NITROFORM (38-0-0) x o i 4. 40-3. 5- POUNDSOUNDS ACALOCIUM CARBONATE LIMESTONE IUM SULFATE TYPICAL PLANTER SECTION LLJ UJ 04 ,a g Z r 5. 40-POUNDS DOLOMITE LIMESTONE NOT TO SCALE6. Q M N N o 0 ALLS-OUNES AMENDMENTS OTO N (BE BORAX) THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. Z rn z z �, Z w Z V D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: TOPSOIL SETTLED N <02): I I Z :5;c2 n 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL OVER ALL TOPSOIL DEPTH OF 3 FEET (COMPACTED CONDITION) ^ ?� Z o 2. 0.4-CUBIC YARDS ORGANIC COMPOST. CURB 'n �� lrE r ao' 3. 3-POUNDS NITROFORM (38-0-0) 1 t['1 j 121 4. 1-POUNDS AMMONIUM SULFATE BERM HEIGHT 6" MIN. 1 -1/2" DRAIN AT LOW (NCC Z � 5NJ 0 rn 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE POINTS & 10' SPACING HOLD PLANTS FROM Y �� ° to •� 6. 2-POUNDS DOLOMITE LIMESTONE SOIL LINE: 3" MAXIMUM EDGE OF PLANTER Q o E) TOPSOIL PREPARATION AND INSTALLATION: IN MULCH, 1" ,,,,�� AS NOTED ON PLANT LIST 1 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN IN LAWN ' INz % PAVING (SEE SPACING AS CALLED OUT Q\ . .3N/ , o PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS CIVIL PLANS) v ON PLAN/PLANT LIST �`v S ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. SUBGRADE /I ^/ / ' ' w �� 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO — — J y • SUB-GRADE PREPARATION. REMOVE EXCESS GRAVEL ~, /�/�/\ Cr A !t 0 rn 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HAVE BECOME AND PAVING '��/cN'\� \�• \,\\ij\� COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO / BED LINE EDGE HOLD PLANTS FROM - ' EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND COARSE TRANSITION FROM TOPSOIL 12" MAX. LIP EDGE OF PLANTER �, '"` w - AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. TO SUBSOIL CURB/WALK f I AS NOTED ON PLANT LIST (-2L £ C? 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES �, � u' J\' o FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. N`' i•-•)i•-•)5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT NOTE: NOTE: 8 < Cpr7 LANDSCAPE AREAS. OVER EXCAVATE PARKING LOT PLANTERS THIS SPACING APPLIES TO i 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE TO LOOSEN COMPACTED SUBBASE SHRUB ROVER AND FORMALto PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES SHRUB ROW PLACEMENT. N g BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 m I INCHES TO MINIMIZE STRUCTURAL COMPACTION. EN 1'n GRADING ALONG NEW PAVING AND CURBING PLANT MATERIAL SPACING DETAIL a co 0 N N Er ci- NOT TO SCALE NOT TO SCALE J .