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HomeMy WebLinkAboutBLD-2009-0228 - SITE DEVELOPMENTSMALL DOCUMENTS � I ; - __w ' � ' <;' s;; FreeDoc � _ _. _.. _ _ -- _ _ .� � � �" � ' TM: � .. __ _ __ __ _ _ _ .� _ a �� „ � � � k . ,. ,_ '_ — —�„ _. _ .. it... _ __ _ .___ _. . _. . . _. _._ t _ _ r x} .., .. „tc- . �. . - ` �P^`,�-� _ — _ — — — —__ �,. '�: _:. .. ` i;— �— �—z»�.-;�� _,�. ..�'- .._ .._ ._'_.. _ .. __ ._ "._ ._ . ... . _. . ,; . . . _ . .. ..._. .__._ ..___ ...._...... . . . . . . ___ _. . ._. . . . . _. . ' . ___. , . '''� �a�`-- _ _. . . ..._ .Q.� . � ,� s d✓ '«'` ! :f . ��d � �.� � �"i&`,+ a '� c ��. . > -.. k � ,�=+�_ — _ ., —fi --- p^+r�--_"_ ,� , �... a _ .; �, . .. � 'Yr � .:. ;..� . . _ .__ ..._. _ —_ _._ . _._ ... . I E M c�i � s, 0 a � ri 0 rn a rn 3 v � ro 0 r % a� S / � m 0 � % � 0 0 l m `u m 0 ; N � O , � / V�LOP� �E��L �SCRI I0� NORTHWEST C.bREER AND 7ECHNiCAL ACADEMY �� LOT 1 OF SHORT PLA7 //ANA-98-003 � �EXECUIIVE�6C�foRD . �� AF#9902170072 LOCATED IN NW1/4 . NCTA ANACORTES CAMPUS � �� � � .���+� �������°' ������'� � BELOW AftE THE. COPITACT NAMES AND NUMBERS FOR THE KEY PEOPLE lHAT RE INVOLVED WITFi . . . THIS PROJECT. PLEASE INCLUDE THIS LIST ON THE PLAN SET. IT SHOULD INCLUDE A 24-�HOUR . BRYAN G. YOUNG EAqERGENCY NUMBER FOR EACH. PO BpX 552 � � � � � � � ANACQRTES, WASHINGTON 9822i t. CITY OF ANACORTES: �PH: (360) 420-9420 . : . .. . . �� . e-moil .�byarch�veriaon.net � A. STEVEN LANGE: PROJECT MANAGER � � OFFICEi 36Q.29S,9983 �����'�`�C�' CELL• 360.661.3468 Hl17TEBAL� & QREMUS FAX: 360.293.1938 4010 LAKE WRSHINGTON HLVD NE EMAIL STEVEL�CITYOFANACORiES.ORG � . KIRKLAND, WASHINGTON 98033 B. JIM BALDWIN: PU6LJC WORKS INSPECTOR PH: (425} �828-8948 � � �. .OFFICE: 360.299.1972 � FAXr (425} 828-9067 CELL: 360.661.3547 � � � � � � � 39938 � , , _, , ;� , r . , . . � � �i � �A✓� d ♦ � � � .. �� . , � � � � � ,� � L, % FAX. 360.29 . �������� � . .. . .. . . EMAIL• JIMB�CITYOPANACORTES.ORG � . . . � . � . � . . . � � � NORTHWEST� DA?UM & DESIGN, INC. � � � .. �� C. � ERIC SHJARBACK: ASSISTANT CITY ENGINEER � �� �"� � ��� " � 1 � � ;� , � � - � �� � �"- � - - � �' � . -�. �� � � 2209 MONIGA DRIVE � � � � � � � OFFICE: 360.293.1920 � . . . " ....... .. . .�.. . . . MOUNT yERNON, WA5HINGTON 98273 � PH: (360} 424-4865 FAX: 360.293.1938 FAX: (360) 424-4866 TF{E PROJECT MANRGER IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORiES a4� � t REGARDING TECHNICAL AND ENGINEERING MATTERS. � - ��� s��r��� ����1���� �oNIN� � � THE PUBLiC �AlORKS INSPECTOR IS hiE KEY PERSON OF CONTACT FOR THE CITY OF ANACORTES CASCA�E DESIGN COLLABORAl1VE FOR (3URLITY ASSURANCE, SAFETY, FIELD COORDINAl10N AND INSPEC�ONS 919 iKESTERN AVENUE. SURTE 2i0 � ; <. SEATTLE, W&SHINGTOhI 989p4 ANY OTHER CITY PER50NEL SHOWING IMPLIED AUTHORITY ON-SITE SHOULD BE DIRECTED TO THE i , � PH: (206) 282-6824 PROJECT MANlaGER. i� THE PROJECT MANAGER IS UNAVAILABLE, THE L1NE OF COMMUNICATION ZONIII�G = C � l SHQULD BE FOLLOWED. � : ` , � � . t � A � i ,. .. ., � �`,�_ �. __..�_ .. _ ___._.. ��• <i,_,.,. , ___' __.__ __- _'___'_ . � � � � . . � .. � � �'a . vii y . .:,�. , . i i. Zi; �. �, .. - . -' ������"� ����"���� �� � �2. ADDIYIOPlAL.CONTAC7� INFORMATION: � . � � � � . � � � . . L0T 1, 1606 R Ab�NUE A. CITY OF ANAGORTES STREET DEPARTMENT B. CITY OF ANACORTES WA7ER DEPARThIENT I `' ANACORTES, WASHINGTON 98221 MAC JACKSON: POREWfAN TERRY NEMEIN: FOREMAN I OFFlCE: 360.293.1921 OFFICE: 360.293.1921 ' ' � _ � - - � �� �; _ + a . _, ',, S1iAFARER'S 11AY � �:�� , _ ` � .� :: _ �.. .�'i� � �.�._��. \�, ,,. ,� ._....,.�._��.,_.._�__ , _......_,___ ._.____... .__�,. __._ � ,._.__., �___._...,. ,____....__._,. � R'?' � w.�,..� ��_ � '_ .��.f� , w..�- _ �i � �p�ag�' H� �y �G � COMGAST CRBLE D. CASCADE NATURAL GAS � . � . Y -� � �i �� ��1�6.L3 dYL��l� � . CASEY JONES: CONSIRUCTION DEVdIGHT BELL � . 3'�. ', .,.. s ..- _.s_��..�.._,....._._._-_._�.,.,_..._.__�_._..._. __�_._.__ .._..__._....� -- ... _ � „U CE�L: 425.50�J335 OFFICE: 360.336.2189, EXT: 4211 (8-5) "' �' � MB f�t ' � r._��. . _. � �'---., _ � u „= - . � , NUT ON TOP OF HYDRANT � FAX: 360.527.8302 AFiER HOURS: 1.800.552.0615 ----� -"� ` ' 1, 7 � ��P%I�G - C�� , „� N _ _ � EMAIL: CASEY_JONES�CABLE.COMCAST.COM FAX: 360.336.2564 ' �� `' ��-' - 's '�, � -- �- - � ' ' -' �- .�---�- � � � S -�- l ' � '". �;"� SE CORNER OF IN'fERSECTiON � . � . . . � � � , � ' � ...� -.-..- .. ' �" F � - k7xs � � OF. 4 AVEPfUE hND 17TH SIREET � � � . . � . . EMAIL: � � I j ` �.', -. ._..r._ � - - - - - - - - - -� ! _T -- M , � � _ `� '' EL=14.40 NAD 1988 �:' : , - '' _ �,� �' 1 E. PSE/INTOLIGHT F. VERIZON NORTHWEST f,� , yr � ti 1 � - ;. BM #2 c SHERI CLARKE CHRIS PARMETER: ENGINEER � l {� NUj ON TOP 0, HYDRANT g �' � EAST SIDE OF R AVENUE OFFICE: 425.456.2701 OFFICE: 360.757.2489 � (� � � STA 4+07, 36 FT LT CELL: 206:fiO4.3658 FAX: 360.757.4338 I I � � � � ' -- � 12 FT NORTHWEST OF TNE FAX: 425.462.3149 EMAIL: CHRI5.PARMETER�VERIZON.NET ( � � j FITNESS GLUB �UILDING ' . � . , ^ \ . ; - n.'� EMAIL• SHERLCLARKE�PSE.COM ZOIVING' - CMI I , /. � I _ _ � 7p� y��T�+ G. VERIZON NOR'fHWEST ! ��1r�liA� 1♦�lES DEAN �UPRIS: CONSTRUC110N , I ,, . { ! .......,.; ' I � ..� . i ' �' ' OFFICE: 360.757.7621 � , , � �v ZONING: CELL: 360.770.7626 # j .:, 3 SITE = CM1 � ADJACENT = C, CMt , . I I _� ` �•, la � � :' . ARE,4: ERO�ION CONTROL SUPERVISOR: MATERIP,L TESTING ' � � ` °' I � . �� r� � . I # , ',� �: I . , �� ��. ., aa , � '. r. �' � ' �SITE 70TAL�.3.549 ACRES NAME. VJLL 9E PROVIDED UPON AWARD OF CONTRACT GEO TEST . � - � . . . ' � � . . ��`: ` I ' � ` OFFICE (24-HOUR): 741 MARINE DRIVE , � i , " ' � � _ , _ 4 IMPERVfOUS 2.037 ACRES . � � 4-H � UR . BEWNGHAM, WA 98225 . . i"f"„ � � . . .: ; , ��,� . , �u .. . .. ��� � r`.� J : . ,.... � CEl L(2 0 }. , I j �___ � - . „ i; � -. PERNOUS Lb12 ACRES �� � � � � � � . .. � OFFlCE. 360 733-7318 ; � : ��) '- . . �- . � • �� � � . `?:---- T' . � .. fAX. t ) . , .. ., -� � .� ' ..._ . , r , ,. . - , x . . UTIIIiY� PROVIDERS: . . EMAIL � � � FAX: (360) 733-7418 .� . � � � �. .. . ;.r. . . `: ; . � .. ., . � . s � •v �� `�'"�----' `-; ' . '.WATER -��CI7Y OF ANACORTES � . . EMAIL. grae�t�geotest inacom . . . � ,'"I��-� �� � ��- ' ��� �� � � � �_� � - C4 � � ,� +i ' p �„..-.�. x , SEINER - Cl;l' OF ANACORiES � � � � � � � . . I : .x ., . . � �'�, -- i � ""I ���. � STORNI DRAINAGE -� CITY OF ANACOft7ES � � � � . � .. .. . - � . . . $` ' ? -- I '��n��� � , POWER - P5E � . � � � . � . � I &� � � . � . i ; ; � � � � � �_ ' �h^ ?, ' GAS - CASCAGE NATt1RAL GAS � I I TEL�PHONE - VERIZON � � � � q � � � � � �` � �'� '� , � z CABLE N - COMCAST � <� � ' � � � I � � BUiLDING �LiNE S£T BACKS: . � . � ,. � � g � � ,.:, � . . . . ." : . � � � � ��, �� . s � . _ __----------�------- _ ' __ `�cx F OMINIMUM FROM PROPERTY L1NES. TWENTY FEET '; �� ._�_. ,�-- 9 . . � 4 � ., ` ` i �) � � S R1GHT-OF WAY. (ORD. 2521 ATT. A§ 3(PART). , 4� � OIIII i IIiI{�I '� 2000) <f�i . , ': , � . � � '� ' � ' �S � � �-.. ' i ; CONTRACTOR TO MEET CITY OF ANACORTES � '� � 7 "� - " ` � � ' °°° `' CONSTRUC110N 2009 EQS STANDARDS FOR �� � ,` � ` j ' _ e � r � � A) WATER � ! -, t . , �:. ' r � � ' � ` a sEweR , . . : : .;' ; . . . � � ; '. = ZONLATG = CMI ) . . . . � i ; ( , �- ' :. . +-=N= � . . �i`-h , ,r . ., . � C STORM � . . � � � . . . � , ., . � . ... , . , � . . � � . ., ���� t , . � "i� � �'�r�.' ...., ' � � � ' : � ; : � ) � . w.. .. . . : . , ' `; � i � �'B�N iJ�.2 , � �.. _ f D) CONCRETE '� �` t �F' .. ..� ,,. : I � �I I , E) ASPHALT 'f,- „_,. ,. F)� GENERAL NOTES . � � . f i ' r <3� ` . ��.{ � '� ' G} EROSION � � � . . � :. � ' . � -` ` � .1 � I `� � ' t � H} CQN£RETE WORKMANSHIP ANp AESTHETICS. . . . � � �� I ' "r,.: .' � . � ,.; , d�: �: �' `' { ' � ' % . �� � .�. . . . :; j ; `� _N ���; . .. � . �1 '��' �� ,�, t , i' I �, '� , . �� . , • � � � � � ,. ' ;� COhdSTRUCTION NOTEJ ARE INCLUDED ON SPEC. � �. . i s � . -"� ' 1�� � �� . ,�. � ;. i . .- . SHEE7S THIS PLAN SET. � � . . � �� � � � .. � � � ' I ` ' ` .. . � � . ` . �'�.:� r' ' � � � � � � � . £ � � ^ _ !' ` ` F a t' � . . . . . t - . .- I 1 L� . . . � - . . � .. . . i ( . ,. � I.. `� ��. 1 / ,` a � % I ; � , , �, J . . . . �. � � �. � . . � � � ,� a � � � � . . . �� � .. . ��. � � i' f ' � � � '�"�i,''.!' � � '0 �"�F�„+ ° { : . . � .. . . . � � . . . � . . . % F � � .�}�'• � ,SH�E�' ����`�' ,Si�EET' NO. DES�`RIF7'I�1� CI OF C17 �'OVER S�IEET C2 OF C17 �X'IS7'ING �,"OIVDPI'dON� � T°�C P�.� (.��RT".�) C3 OF C77 EXd,STING C�I�Dl7'I�Id,S �?'�SC P�IV (���IT'H) C4 0�' CI7 SI7'� DdME��ION�, AND YO P.� �OR7'H) � C5 O�' C17 �IT� 1�di1IE�I��OI��. a4N17 ��'Ot13° P�N' (�Oi�'I'H) � C6 OF° Cl% .S' dtA� D Nt9Ca� � C D��G P N(�'0�2°HJ Ci Ol� C17 �?�1t11� DR�IIVAGE � G�DII�� P�� (�S�IITH) C8 �F' Cl7 �SANI7'ARi' S�B4'ER A1�ID �'�1�`�R P.T�1� (laiCileTi�J �.'J �� C%% a�e`1l•%��R' d aT.G 7��� .e'1/7L PIf��.�.� P d7 (x7� d&) i CID D�' C17 CO1�,S?'R IIC7'i01V D�%'�iILS ', C'11 OF Cdi CON�`7'R7I�IOlO/ DET�X� C12 O�' C17 CONSiR7TCTlON D�?'AI�,S C13 OF C17 �'ON�iR IIC7'�ON ���°�I�.S Cl4 OF Cl7 COI�%ST'RI�CTIOIV DET`.4I�S +�15 OF CI? 38.4i�R COIli�T'RII�'IOloi �ET��..S C16 OF C17 A1v�4COl2TES ,SP.�G'��C�13'I�N�S C17 O�' C17 STRFPII�TG � GHANN�Z,I �'�ON (EXJS77NG) (PROPOSED) � � � � � � � �� RIGNT OF WAY L/NE �---- � � ROAD CENTERLINE - PROPERTY LiNE . PROPERTY CORNER . o �. � � � -. � . STORM DRAlN � SD � � � STORM MANHOL£ (� STORM CATCH BASIN ■ � � � � � � � SAN/7'ARY SEWER SS . � � � � � SAN(TARY MANHOLE � Q � . WATERLINE W . WATER UALVE � CQ . �. � � ARE HYDRAN7 � � GAS UNE G POWERUtVE P - FENCELlNE - x x - EDGE OF ASPNALT �- CURB & GUTTER � ,__, i CONCREre � ,, .- -; ASPHALT � � .. _-. __ � : j GRA 6�EL � '� � � �_._. _... � � � . UGHT STANDARDS Q-U.:�.� �� LANDSCAPE AREA 0 GRADE BREAK - - �S - EXTRUDED CONC GURB ECC � �---DETA/L LETIE�R OR NUI,lBER TI DETAIL BUBBLE-o- C� �'�--SHEET NUMBER TESC PLAN LEGEND CODE SYMBOL DESCR/PTION CR CON57RUCflON. ROAD STABlLIZATfON� � . � �.. . � . � S� SILT FENCE t. �•a» �� J/ � _ IP - �1, - STORM DRAIN lNLEi PROT£C770N �� CL ���'�� CLEARlNG LlM/7S % ;.a ST SED/MENT 1RAP g' u e` e �y � � qro i . . . .. . . � % ' � >. � �, , j .... / � i . + ft� t . . . � , : � r r ���r .'� i . . . i . ? m, �X . �. �..- � , . , t✓ _. � � ' 1 . . �' �. .. . .:.. i � � �, � �,. . � . i v� � ._:..,., _, .. �., t..�' I � '� 1; � . ; � � � I m � i. 4 s, � � � � S � '�, ,. . � , ' ,, , , : . � , . .. , ; . < , , f � . .. , ; ' ;� �� ,r � . .. � i > ^. ; �, _ _: f , , � , � _. _ �i�n se , � , ; : t_ i , ; , ,� , . . } x ; __` . , , � , ., ,, , .. � ,r . � , :. _. , a�rt� ; _. , , . .. � .. . , � � _. : ,k . : � � _: � � . ,. :. .. _ , ._ _ �, �� � � t � � _. _ - _ _ _ . _ ... .. ; _ _. , ;,> ; .. _ � . . _ LL---- I , .� ; ° - _ _ _--x��._,.:,.w - � j,r ry` �' , ' ;, _ . -�- � y� ,.^ .. .._.... _F.� , , . � b . �_� ..� .. .. ._. re _ . .. _" . _. . ... �.. , , ..,,... . �� . ., ".. : . . i . � '� i. 3 ,', . ..i ._.. .:_ . .. 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ACTUAL CONFORMANCE OF 7HE DESIGN WITH APPI.lCABLE LAWS IS THE SOLE RESPONSIBWTY OF THE PROFESSIONAL ENGIPdEER, NhiOSE NAME ANO STAARP APPEAR ON THIS SHEE7. ACQUIRING, COMPLYING YdITPi, AND PROVIDING MITIGATION FOR ALL FEDERAL, STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDAIES, INCLUDWG 8UT NOT LJMITED TO 'f}iE ENDANGEREp SPECiES ACT, FEDERAL WETLANp PERMIT, STATE DEPARTMENT OF FISHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAlN PERMITS, NATiONAL POLLUTANT DISCHARGE ELIMINAl10N SYSTEPA PERMITS IS THE RESPONSIBILITY OF THE DEVELOPER, LAN�OWNER, AND THEIR ENGlNEER. THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF COMPLIANCE WITH APPIJCABLE LAWS AND PERARIT REQUIREPAEN7S. .�'.,.�`�-,� r �_ . . -'^� --_...,Iu--... Gf�", t�' � 2.� -O`'4 DATE THIS APPROVAL 1MLL EXPIRE IN ONE YEAR FROA4 iHE DATE NOTED ABOVE. � aRcr�irecruR� �40t0 Lake N/ashington Blvd. NE,Suite 320 �� . Kirkland, WA.98033 .� p 425 828 8948 f 425 828 9067.. . � � � � r�� � ��� ��� ,� � ��� . 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L � / J: Q . . . . . . . . . �.;\� j � J � ... � �' : J � - v t i :. .a� �j : i 3 . . . . . . . , � .. . . .. � . . . M.. � � ' ' . . . . . , . . . . � � �,, 3 -�: j � � � _ � !I � I '� '� . ; . � e , ,: , !i� } i � 'S, i,. � , 4 � __... �...._._ I_ _...-. . ._.._ 1 ! .. . . . � . . . .� .. ��� � . 1n . � � �'. !2� 00 �` ' I � � _. _ ___ � ' x' 'ti m I� `� � a; . `i : ; . � �� � .. . . _. . - . . . .. . . . . . � . . ( �� o � ',. �� �, _ ; S� ,. , . � �. � .� � o : (}, , > . � � �� /�'� I- � � .. .. � .. , . � . � . . . .. o v� �:.�3� . . N. � '��.`3 . � � T . . , � � � . . . � . . . . . VI .:.��ry � . i�� . ' ��"< . . . . . . . . �` � � � ��� � ( :� � �: �; , ' � ° 4,�. „ , . . . . �� , . � . . , M � ', . . ..' 4 ,.� , " ._�" . .'. � .. '� .. � . . .. . � . .� . . � . .t . . I�.I , _ ,> _:. . . . . � . . . .. .. . . . .. � . . �.. . . . . . . . . -� .., . . .... 2. ... . .. .,.�. .i 'Y . . . �_ . ��. . . ..bn�. I . ... �- . . . . � ..... . • ' t . ., r . . � . . . . . . . . . .. .�, . .. . . . , . . . .. q � ,rf . t :��� , .. � � �i � . � � � � 1. � . . . . . ,�'� i1 ( � , .- � �, F - , ,,o � � TESC PLAN LEGEND �, . mis 3 CITY �' CODE SYMBOL DESCRIPAON .. � � . . . � . . . . �. . � . . . � . THE � �R CONSTRUCAON ROAD STABlLIZAl70N ACQU `� STA � S� - b SILT FENCE NOT � ` , STA � TEMPORARY SEED MIX IP -f� STORM DRA/N /NLEi PROTEC770N PERMI � TH E . o .:. : .. . , : � , . .y,. � - . SCO I , . . .;�,., . : � . . . . .:. . � . . � . � � . . � � . � � C �-:•-�•-�•�.. CLEARlNG LlM/TS THE I o : ; .; , PE- .. � ., ..; f� � i �o SI6EWALK � f 3,•7 12 MIN. ,� �i ;,.` COM9P � ` . o .. ' � / ;,�: � � i� � '�� . . � . SQ SEDlMENT 7RAP GRAPHIC SCALE � � , � � � �' � , �" � zo o �o zo �o � �.�,, - i. y . � . . . . � .. . . . . . . Q TESC NOTES: ��,�\ A�1 WORK YdITHIN CITY REGNT-OF-i^JAY SHALL gE COMPLETED ��.,'`� IN A PROA4PT MANNER. A CONSTRUC�f10td SC?iEDULE SHALI BE���� SUBMITTED TO THE CITY OF AN,4CpftTES AT "iHE ��'�` PRE-CONSTRUCl10PJ MEETING. �4 PfdE-CONSlRUC110N lAEETiNG WITH THE CITY OF AtdACORTES SHALL BE REQUIRED BEFORE CONSIRUCTION BEGINS. � 1. WSTA lL CONSTRUCiION EPJ?RAN P R G CE E D�7AI 0+00 L � C10 � ' 2. INSTALL SILT FENCE PEft DETAIL � �flo o � �s 3. CLEAR & �°i GRUB AREA WI IN TH � TH E BOUNDARY OF THE CLEAR � LIMITS AND CONSTRUCTION CORRIDORS. RETAIN SURFACE `�r ELEMENTS OF SIiE SPECIFI�CALLY IDENTIFIED �Y 'TO � REMAIN". � � 7 4. SAWCUT ALONG FACE OF CUR�S AND LOCATtONS IDENTIFIED i ON PLANS. REMOVE & DISPOSE OF CONCRETE dND ' ASPHALT !N APPROVED O�FSIIE DISPOSAL AREAS. � 5. INSTALL INLET PROTECTION PER� �DETAIL �� � r �_; = C 10 :i , 6. DE � _.._t> _'._ FWED AREA OF CLEARING LIMITS. �� 7. REMOVE EXISi1NG SIDEWALK, CURB & GUTTER AND DISPOSE � OFF SIiE. }fi �f . . . � � . . . . . � I�Y ( CE 8. EXISTING POWER, CAN & WATER Ui1LB?lES TO BE REPAOV-tD �(� I;��� AN6 DISPOSED OF OFFSITE. W/h1ERE UTILITIES ARE NOY � HA7HIN 7HE COtdSTRUCTIOPV LIAIITS OF THE �UILDING OR OTHER STRUCTURAL ELEMEN7S, fJSTED UIiLIT1ES P,SAY �E ��� � Aea�ooNeo iN Qv,cE. �1 ' 9. EXISIING ASPHALT PA�NG TO BE REMOVED � DlSPOSED OF �;� � oFF sE�. � 10. DEMO TO INCLUDE ALL CONCRETE SL�R6S, UTILITIES, 1�1ALKS, RAAqPS, DRAiNAGE STRUCTURES AND DStA4NAGE PIPE5 NATHIN CONSTRUCl10N LIPAITS. PLACE BACKFILL PEP. ��;� iy� CONSTRUC110N NOTES & SPECIFICATI4N5 ?p �RING �4y,, (, ELEVATIONS BACK. TO FINtSH GRADE: �� �� � . . 11. CONSTRUCT TWO TEMPORARY SEDIP�ENTATIOM PONDS. BOTTOPA ELEVATION TO PAATCN �� � GRADING OP LOCAli0PJ5 P�R DET,�iLS �" . . . . SFt � . . LLWAY TO EXlST1NG SYdALE. C�`� � STORAGE VOLUME 825 CF EAGH. � 12. 1NSTALL STAFF GAGE IMITH A PROh91NENT AdARK 9 FOqT A80VE SOTTOM �F TRAP. REAqOVE SEGI�4ENT FftOM TRAP NhiEN SEDIMENT REACHES 1 FOOT IN DEPTH. 93: CONTRACTOR TO CONSiRUCT ptVERSION SYdA�E ALONG SIDEWALK TO CONVEY RUNOFF TO SEDIMENTAl10N PON6 PER D£TAIL � �+ � SWALES TO BE GRADED T0 EXISTING C2 GRADE OR PLAN GRADES FlT COMPLE170N OF COt�STF2UCT10N. 14. EXISl1NG MON(TORING 4JElL. EXTEND CASIPVG 70 6' BELOW SURFACE OF WALK AND CAST AN ,4lUAAiNU�A LOCKING MONUMENT CASING IN THE SIDEWALK. REMOVE EXIS?iNG . BOLLARDS AND DISPOSE OF OFF SIlE. �� � . ! 15. EXCAVAiE & REMOVE EXISTING CULVERTS AND STORk1 SIRUC'RfRES. TERMiNATE REMOVED AT EXIS7ING CATCH �� BASIN OR �CLEAR LJMfT/ SAWCUT FOR �lJTURE EXTENSlON SHQMRJ�:IN THIS PL�,4N. � � � � . _ 16. EXISTiNG ECOLOGY BLOCKS TO BE REPAOYED & DISPOSED ' OF OFF Si TE. ( 17. REAAOVE EXISIING GRAVEL PADS AND REGRADE PER SI� GRADIt�G PLAN ANG TOPS03L AND PLANT PER LANDSCAPE � ARCH17EGiS LANDSCAPING PLRN: 2 DO il il-, � � :; � . , x� �. . . . j /�} r � h a (� ` I J I�y� _tk :'.�'. RNa l �.,^�,.r �, ..,, . � C � ...v �� X � k I` � a a i � i "` J i.� (# _ � _ _ ��� � � �_ � � � , �� - � j N , � � r' , � :,.� �; � � F � f P � � � � , e t .� f1 R/W � . i ,; � � �. `�. ,�, � i � g . i � �� �. b i( f . . . ' � �� � .,. } i � � � � �'i. V4 h { 5S . . L 1 .... . .'v� . � �. I . i . :} � . . Y }� �i I ��' I ij h ' � � �f _ t / ^'�i�. 4nP� 1 � � � . � � f � � � � � �� �,,. . � li �� �.� � ' /�, . � � �� ;� _ �. ,�_ � � ��� � � � i ' ' ��t '.,; � � � �� _ � :, � � � I� � ___ ' , . I}j > >� � � x 3 . 1. »,_ � � ."' _. . � s.t- iSr'. , k ` � - - " rn� � 3+00 , � rg �.� E 1 � s�� l ryy � � . g } � � n. i i . � �� � ' � � � �., �+5: � � � � �I ._y � aa :, F'Ti �� r.?�s, x '::.t I Y �. � � � , �- ��� . � � �:s: _ i 18. CONTRRCiOR� SHAL'c� DISPOSE� OF ALL. TOPS4iL.�AND � CLEAN � EXC,4VATED SQIL iN THIS �iREA. � DiSPCSED SOIL SHA!! 8E SPS2EAD TO A DEPTH OF 1�' OF2 LESS f�IvD E�AY EXTEND TO THE LfMITS DEFiNED 6Y THE D,RCHI7EC7. NO ASPNALT, � ROCK, OR DEBRIS SHALL BE DISPOSED OF QIV SITE. MAINTAIN MINIMUM 50 FT. VEGETATION STFef€� BEiVdEEN I OISTURBANCE AND DRRINHGE SWALES 19. INSTALL 30LF 10"/12" TE�4PORARY CU�VERT FOR CONS7RUCTION ENTRANCE CROSSING N�� OI� O � PU1N SHEET IS APPROVED FOR CONSTRUCl10N IN ACCORD,4NCE WITH THE OF ANACORTES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE QF DESIGN WiTH APPLICABLE LAWS IS THE SOLE RESPONSIBIL7TY OF THE ESSIONAL ENGiNEER, SWHOSE NAME� AND STAMP APPEAR ON� TtiIS SHEET. IRING, COMP�YING WITH, AND PROVIDING PAIi1GATIpN FOR ALL FEDERAL, TE COUNTY, AND LOCAL LANS, PERMITS, AND MANDATES, INCLUDING BUT LJMIIED TO THE EN�ANGERED SPEGES ACT, F�DERAL WETLAND PERMIT, TE DEPARTMENT OF FISHERIES NYDRAULICS PERMIT, FEDERAL FLOOD PLAIN TS, NATIONAL POLLUTANT DISCHARGE ELIMINAitON SYSTEM PERMITS IS RESPONSIBILITY OF 7HE �EVELOPER,�LANDOWNER, AND THEIR ENGINEER. SSUANCE OF THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF LIANCE WITH APPUCABLE LAWS AND PERMIT REQUIREMEN7S. � '17 A � � �- ���" � � .�p • �� I.. �:. � . . �. . . . .. . . . . . . . ... . . . � . . . DA7E �., . � o ` ��� � � '�. . � . 3.06' �� � � � � � � �' � � � F�T � iHIS APPROVAL WILL EXPIRE IN ONE YEAR FROPA 7HE DATE PJO7E� ABOVE. � 1 inch = 20 ft. N A TEMPORARY DIVERSION SWALE NTS i � , � a4 �,4RCH ITECTURE� �.. � .. . � . :.. �� : �I"40i0 Lake Washington Bivd. NE, Suite 320 I Kirkland, WA 98033 � I 425 828 8948 f 425 828 9067 I P .L � � � �. � .� ���e� � Sed,���� � �� �� � �� � . . �,� � o � � - � ���� � ' � � I x�T� . : . B&FFt3�a � E2� %9 j(38 . . . �� � � � � , � � i ' �� � A�aa��r��s C�m►pces Date• 07j13/2�Og PPO�BCQ. NO. O%OB�B . �s�: � ���������. � : ��� ���������� � �. ��� �� � � � � �. '�� ��e s�o � . .. .. � ( ��� � �.� . . S�eeC No. � r � ; � �; , ' . , ; f�I � � rEsc No�s: ; { � � � ' ALL WORK M�iTHIN GITY RIGHT-QF-WAY SHALL BE COANPlE1ED ' t �" I TEMPORARY �STf3CK PILE�� & � . . . x . . , � . � � . �, � � � � I �` � � , �' � �. � SOIL DISPOSAL AR�A - � � - . . . . ,,' i 3+BL IN A PR0�9PT MANNER. A CONSTRUCIION SCHEDULE SHRLL BE �� � �,, _ � � �I� 6 � � �SEE PORT OF� �AN#�4RTES � ( � � !'; � r " � CONSTRUC ��W� PLANS ' ��I � SUBPAI7TED TO THE CITY OF ANACORTtS AT 7HE ` � ,:.f'� �. r , �. � � � . , \ . ., i f ( I ♦ ' ;I � PRE-CONSTRUCiION MEETING. A?RE-COY�S7RUCTiON PAEEIING �r. � E , � �'s �; � � . � �� �� � ^� ^ �� � � WITH THE CITY OF ANACORTES SHALL BE REQUIRED �EFORE �, � �r . � , ( � � ,� � � � � , � � _ � � �. � CONSTRUC710N BEGINS. � I� ' � � ��� � - � � � � � � � � � 1 ��; � � � � � I �� ,i , � � � � i t. INSTALL CONSTRUCTION ENIRANCE PER DETAIL C1O / 6� , � . .. . . — — — — -'-' — — < . ; . �. . � , � i I � � ` j t � 2. INSTALL SILT FENCE PER DETAI � a � _' " � �� � � ' _ � �, � � ',_.�,� ���I�� �rr-�,--�, � � 0 1 , � � 1 � 4 s � � � � I`+ . §i; ' . . ,, � _._... ... .... _._. __.... ...... .... . __—. . .. " SAWCUT � � J 3. CLEAR & GRUB AREA WITHIN THE �OU(JDARY OF THE CLEAR �i i tIMITS AND CONSIRUCTION CORRIQORS. RETAIN SiJRFACE 4 � ' � ��� ELEMENTS OF SITE SPECIFICALLY IDEN1lFiED BY "TO f g g \ . . �f: . i � ; . t'. �q, .. ' r�' � ' . $ . : . . . � ,. — . . � . . . E�'I . �, a . . � � �. . .. —�� a �� � REFAAIN". . . . . . � t I . -�.' . . . , . . . . � . .. . � � ... I L � i � . . �� . � . . . , . . . � N / 4. SAWCUT ALONG FACE OF CURBS AND LOCAII N I �� �,� ' � .. � � � , � 7 „� -:.� . .,. -. ._. _ . . .. ._._ . . . . . .'� . .. . _ :��.Iti :i 0 S DENTIFIED . . , __.. . . .___ _ .. :.. .. _ __._ . __ . . . . . . , co. .. . i . . .i._.. .. . . . . . . . . . . . . i ^�' ' �., . . ' [,2�] . , . .� ... . .. . . . .. . . . ... .. .. ,. ... . . .� . . � ' o �... �.���v I.i. ���� ON PLANS. REMOVE & DISPOSE OF CONCRETE AN� �� V' `p24 � �� ' �. � I � � � �� �. o �n �3 �.#.r ASPHALT IN APPROVED OFf51TE DiSPOSAC AREAS. �� � � �J + � . � _ . .. .. . � , . . � . , N , ,.�y ,pIN � V. . , s � . � . ,,r . � . . . - , . . . . � . .. � . ! Oo� � � � 5• INSTALL INLET PROIECTION PER DETAIL� . . . . � � - . . ._ .: . . . , . . . ; . � . , . �� i � , ' � .. � �-� � . . . � � . . � '� '1 ,�j .: ; ' , ° ' �[�4 ; N 6: DEFINED AREA OF CLEARING LfMITS. C10 � � ! , , � � .S �', � � 1�� ' � � � � _ .. � � � � � � �� � ,��� ' I 7. REMOVE EXISTiNG SIDEWALK� CEJRB �& GUTiEFL AMD �ISPOSE � � �`' ; _ : �x � � , ! ' � , ` OPF SI7E. �� . � ui ..�� ����� � � � ! �! �� � � � �� �,.� � . � � i _ , , �. � > � . `�'f i�, ���s.� P . . , ; i ��i.� 1 i ,. � � '- ` 1 + ����. � . � .. . . � '� � �� 1 +` � � . . �i '�� . A 1. � � i ' .�.� . � . .,, � � �,. . � � � � �� � � . , �� �t� . � I " �: ((�/�� I � �( ���� �d} \u s ; i i .�. � . . . . . .' �'_��' �: i � . i� ;; ;� ' � 5 i t# ! x . 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'.i � f� . - - - � ,��,' - �. ,`� , � � � WITHIN CONSTRUCiION LJMITS. PLACE BACKFlLL PER il ; _. -, '., _ �, fiCAT10NS TO @RING . .. ��� � ; �, , ; .��. ,-- ,� . .. � .. , .. - ��� � � � ELE CT10N NOTES & SPECI - �� � ` : � :� � ' , � , _- • � . _ . . . ` . . .-... "- ' .. ,,�= � . YATIONS BAGK TO FlNISti GRA�E . ; . , � � � :,.- . . '_'- , - - - � • � ' ' � ' � . � ' � ' � . �; �, F .:..:.._.: . � ... . . � .. i ,� ., - . - � � Q . �� CONSli2U " . . `' � �^ � . � . . . . � . � ��' ' _ .. ;� � . . . . � ' � �" , � � . 11. CONSTRUCT TWO TEMPORARY SEDIMIENTATION � � , +� + � �, . • ," ' , , .- � -� � . POMDS. BOTfOM ELEV,4l70N f0 MATCH � . ,. . ; ., i � i � , �' "` - � .,� � . � . . � . .. � , ... . -� � � '� � GRADING OF LOCAiIONS PER DETAILS � '� �� � � � ` , r' • ,�; ��� . � � �- ; ' r, � .;�-� " �, �-�! � � LLWAY TO EXISTING SWALE. �+9 � ' SPI � �. f�. � � I a _ . � . � . � ; - �. . t, _ , � , �� • � . '_, � ti 8 F . �, ,� �; , ,� � STORAGE VOLUME 25 C EACH � �. ;;�� ">!: � � ; � A -� ��:. � . . � � � . . . . . �; ' �� � , � r' .� �� IV 72 AAA 1 FO�T L%a� � �� �,.,i � . ;,.�,. . ` ... . � � , � . ., ; � <i .. � ., ... . � �'�, , . � .. � . NSTA . , �� , �.� ;� i LL STAFF GAGE WITH �A PROMINEN7 RK 7 `i V r :. ` e ABOVE BOTiOpA OF TRAP. REMOVE SEDlMENT Fld0A9 TRAP ;'� � ,. � . . i . ' _.. __.. -":�. ^ . - . . � ' �� ' , ,'� . .,"� . . �.�� � ;.:I�n .i.. WFiEN SEDIMENT REACHE5 1 FOOT I� DEPTFl. � ! ; , , � ' I �,. : ,: � ` ; , ; _ , � j� ,..:: . , . �� . � F � � -.) . . 13 A OTRACTOR TO CONSTRUCT DIYERSION SWALE �. � � ' `` � ' ,. � Q _ ' NG SIDEWdsLK TO COI�VEY RUNOP''r �� ; � , , .> _ _ ; > , ', `, : { T0 SEDIMENTAl70N PC3ND PER DETAIL � � � , _ x' ,'. _, x _ ' ' r, t SWALES TO BE GRADED TQ EXISTiNG _ : �:'� _ _ I ; x _ . (- . r ;i � ; , ; - : , _ � GRADE OR PLAN GRADES AT � '; � , ' ' , ' > _ , ; . `' . �Q � LEII C . ;, COPAP ON OF ONSiRUCnON '- �� '' � � ' ' 14. EXISl1NG MONIT6RING I�LL EX7END CASING T0 &� BELOW i ` i i ` ` "�' ` � • SURPACE OF WALK AND CAST RN ALt1AAINUM LOCKING ii22 Ol2 � ' ��.,., _ ,. �r. �..', ; ..- ,,. .. ; :. � . . . . . .� ,' . .,.. _- . . . . � . , � � � _ ?,,;-. ,,�,. . 0 71NG � MONUPAENT CASWG iN 7HE SIGEWALK. REPvI YE EXIS (� � � � � 80LLAROS AND DISPOSE OF �FF SITE: . , ;, . ` � < � > , , y _- � . � � , STATION 5+76.93 R AVENUE = 15. � � � ' EXCAVATE & REMOVE EXISTING CULV�RTS AND STORM � , " � ' � t STATION 0+0.0 FIRE LANE I ; `„ � _ � �, _. . . . �;. _. ._ _ .._ _ _ _ __ . .�- _- _- STRUCTURES TERMINATE REMOVED AT EXISIING CATCH � � � -- �S R ''� ' � � S' ! ( d BASIN OR CLEAR LIMIT/ SAWCUT FOR FUlURE EXTENSION , ' � o� �,, ' � I SHOWN IN THIS PLAN. .� �� � � .. ' ��:i �.�"�` �n `. � �. o . , . . o _ � � o � � o : � � . � �. . a � ' +, - � 1- �. - - I - - �b-+= - - -�— - - �+ - - � + - - + I - - � R 16. 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CONTRACTOR SHALL�DISPOSE�OF ,4L.L TOPSQIL A;ND CLEAM � ; ;I I , ,. ,� i,.,; � . . � , >` � _ � � � �,:. c+l ej '' , " ��„ � ��"�� � � � � EXCAVAiEO SOIL IN THIS AREA.� DISPOSEL`� SOIL SHALL BE . rn. : .r� a, o . . , �, .;.; _ .: ....> � . � . . . . . . ... . . . . . � . . . SPR " � � ' � � �` EA� T0� A� DEPTFi OF 1� OR L�SS AND � ArtAY EX"fEND � � � ��� �, , � ; � �� � T0� THE LIMITS DEFINED BY iHE ARCHITECT. NO ASPH,4 T N � � � � � �� ,! � �� � � _ � _ ' � � � � � � � ���, tn ,.' � _ . _ ._. _ d-.-� � � � � � ROCK, OR DEBRIS� SHALL BE DISPOSED OF�ON SITE. � . �_. _ :_ _ _. _ - � � �� MIG � � ��.'��„ � �� � .-'�� � � � � � � � � � � � MAIN7AIN MItJIMUF�� 50 FT. VEGETATlON STRIP BETWEEN O1 STA: 20+Q0 r� �`� ° ' `' r .-' DISNRBkNCE AND DRAINAGE SbYALES. � OFFSET: 0.00 R � r S-' ' - I I i '''`� 19.INSTALL 30LF 70"/i2" TEMPORARY CUL4ERi FOR o I ;; ,,'" TESC PLAN LEGEND CONSTRUCTION ENTRANCE CROSSING. rn . , . I " ; �_.., � , __..____ _._._.____._ ...,� .:M_._�. __.._..._.._�_� .._._._._..__`.;.._._.._.._ �: � CODE SYM80L �DESCRfP710N �� � . . � . � THIS PLAN SHEET IS APPRO+lED FOR CONSTRUCTION IN ACGORDANCE N1TH THE � � }� � � CITY OF ANACORTES ORDWANCES AND POLICIES ACTU,4L CONFORMANCE OF 3 � p �;� � � a,,��_� ,�..f,, : R CONS7RUCTiON ROAD STABlLlZAAON a �, i; ; � THE DESIGN WITH APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OP lNE � 1 . � -�� �' i PROFESSIONAL ENGWEER, WNOSE NAME AND STAi�,9P APPEAR ON THIS SHEET. 0o S --�---a--S1LT FENCE o I j , � ACQUIRING, COMPLYING WITH, AN� PROVIDING MIl1GAT10N FOR ALL FEDERP�L, � �� STATE COUNTY, AND LOCAL �AWS, PERMITS, AN� AAANDATES, INCLUDiNG BUT� .� j. : �_ ____,:. ._._ ._„_.. _.. _ .._... _.._.._____..__,�_.___._._._.�_.,____�_._____. . . � IP ��-STORM ORA/N lNLE7 PROTECAON � � . .o, I -� f-� .. . . .. . . � NOT LIMITED T0� THE ENDANGERED SPECIES ACT, PEDERAL WETLAND PERMIT, . � ,__, I f? 7 ��r� STATE DEPARTMENT OF FISHERIES ITYDRAULlCS PERMIT, FEDERAL FLOOD PLAlN , i - � ; � � . � � . . CL '� CLEAR/NG UMITS PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYS'PEt� PERMITS IS `�' I ° � THE RESPONSIBILI7Y OF THE DEVELOPER, LANDOWNER, ,4ND 7HEiR ENGINEER. a ,; l w ` ( SO SEDlMENT 7RAP THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSTRUEp AS PROOF DF j�� ,' � . � � � ' � � . COMPLIANCE WITH APPtJCABLE LA4YS AND PERMIT REQUlREMENTS. � s I_� ;� ;- GRAPHIC SCALE � p �: .. ��.. � <�"� ` . t � � . � . . 3C � 20 10 20 40 y''` �, . . N .. . , .v _ . . . . . S-�i'—. . :. , - � .,- , ( t ,��, � ,s'�` n I . ,... '1� �' � � . . . . ... A� o � jr .. �.i+._ �°�i..,@•25� � , , � � , �_.� /�c:� �.N `� i . . . . !'�,t �y� � � �_ t " � � i J {'. ' / . . . . . � . � . L/I'1� � . G : a` t��T � THIS APPROVAL V�LL EXPlRE IN ONE YEAR FROM THE DATE N07E� ABOVE. / 1 inch = 20 it. IV � � � . . . . . . . . . � � � � � � �ARCHITECTURE � � � � � 4010 Lake Washington Blqd. NE, Swte 320 Kirkland, WA98033 ��� `p 425 828 8948. f 425 S28 9D67 ,��g�'o� � s�a�d,��, �O ��ro o ��'.� � F� � � � � � . � � �E�9R9 � �.��� e.1E/fl0�6� . . r t � � � � Anac��t�� �ampu� Da�e. 07/13/200g Pa�aject No. 070�4a Draro�: �te1F3 ������� ��� D������d�� EpXI i, ia���'�' � �1�� �e���a�a � : � . ������� S$ae0$ I�O. � �. � . _ �� 1 � " _ , � .._ . . .,.. __. . � - , _ , ._.. ... _.._.. _ _ _ �, , ¢ :; � ; , _ _ �._[_, ,_.�_ __�,_.._� , �,__M. _ :,.___^�____._�._ ,_,-,.__.._.. �_�. �...__ <,_._,..___.___,__ _.._T__ �_._.._..__._. ___. CONSTRUCTiON NO�ES ,. , ,e , \ . . ' .. ._� �: . . . _ . ��. e �'`� \ ..� ., .� �,� •� • � •� ,�. •���i'� �. �., � \ �� , � � ,.'_'� 'T` �.1. \ .\ z , . --..*; \_. .Al.,�,\_„i� � . . i A = , . , . . .. , 4. ; . . � . . �' \ . I ' . . . � '� `. . \ �� .� �'� ♦ �. ` ' ,'.. \ 1 .\ \ �` � , ., ��" i:... ` ,i �'� � \� \ �C ♦ \ , ? .�.. i .� . '.. . . , i� '�'. . . .. .`�.� •,. •.,��. �� ��� \\ . �� � `... 't M . � ,� '\� . . . Rtl . x � ...: .. e �. .,r.... , � , . . ` ., �� .. . . . � � . i ; , . . � .. I . I, I t . �. .. ..__ . - ..... � _ __ . \ � , �. *,, � � � \ �. �\ ,,`. , � � \ \ . \ \ , •� '�� � �� , �" "`, \� � `' � • � `.�` ``. �\ BASIS OF DIMENSIO S FOR liilS SET OF PLANS ARE 7H y.. ; :. .. ...,. .. . � � �� �, , �. �, ., ..\ � t� , � ., � ' ., �.� �., ,., `. \ �, � `. �, � ` � � � \ . \. �♦ �. �, N E . . . . i. . ._.._ . � . .. .�.>.�. ,. . , , . \ . .. �. � . . � ., ...., . �.., .., ., .� �,,,\ . .,�.,, � � . \ . . . -. . , . . . �� . _. ,::...: . :,�._ ._ , �..�:�. . . ._. _. . . . . . ...., . .:�. .. . .: . � . �. . . � . , � . . ., . . � , �- \ . �'�, , . `,�. . . , ; . � r. . . . �.:.._ �.�. ...... ... ..._ .... . � _ . � . . ...._ . . ...�._.._._ ..�__.y. �--�-'---'..._..._ �._._::��_...>... ,_�_�__'_�.._� i . .,. - . ., � i , ' . �. �. . �. � . . ' . . . ' �- . .._._.. . _ _ . ' �, 1. L�__-�__�i ...`._s -�-�-__.:�_.._`_� l. 1._.`> `' �_ �'_. � � , __ `,..�.. .. :....��_.. �. . �...,. � .._....�.. 'a � # ' . ..: � .� ..,� _ _ _ � u.. �_ - � .�'L_ .. �.W PR RTY I - OF P A - -O9 � � � . . . � ,; . . ' ` ":5 ATiON 10+00 SEAFAi2ER'S WAY - � ' , OPE LNES OF l9T S NA 9� 3 , ' - " ' y�TEON 2i+50.2 Q AVENUE ,'� ' `f ��jAi' A�A:i�9S �AY ' ' �� DIMENSIONS OF SIDEVdALKSiARE FRO?A F�CE OF CURB TO � I � , `� � a .' ,' '' BACK OF WALK. . . . .. � � ... ' ��.. , � � . 1. . � � . 3 - . . � ; �. - STATICN 0+4.99 R AVENUE = . � . -:- •. ' ` � �� ._ _. ; _:-- _ ._ __ _-_ - -_' _ ' ` ;' �,� �� _ _ _ STATION 15+13.90 SEAFARER'S N'AY , , _ _ _ ` ; � .. _-: vi ,__ _ _ , :__ _ - ' ----- -- ----_ . --- ._ __ _ O+OG ONLY THE US F R i1R D E U PAA �JT Or� :,.,, ._ , „ --- -'-- -- _ ___ _ ___ E 0 RUBBE E Q I E RU88ER A R C H 1 T� C T U R E � _.. ,_ , -_ _ : , :__ _ _- .::, _ �r cs �; _ ,, � _. ; __ _ .-. ::_ __ '- _ _- - - - --- - - - __.__ �___ _ --�� " ....... ,.... 'r". TRACKS AR� ALLOWED ON ASPHALT OR CONCRtTE SURF,4CES � _.. . .. ._-. _ . . . ., o . _:�:: �._ _- `: .:.._ .' . ,_.:..�� .... _ _ ,._....... .. i.., � ` �' > _._ _r_� . � . �o .. p_ o + : ,- �, _.�,_ , _..�. . _ ., .. _.�.. ,_ _� �,.__ 1 �. . � _.. ., ,. _-� __ _.. . . .,� - S 894812 E - ' _ - , __ . o o - - „ . o . _ . �.�. . ... ,,_.__ ,I.._'....f` . __ .:�.-� .; �N* .. 51390� � _.. .. ;_�-i-+� --L_ - .:_. - - � -,''� - -+-i - ..' _ _i - ��%-,-�-_ _ - WITHIN THE PUBUC RIGH Y5. . . . "' .4'n '... . . ., .�,,,� . .. . . . . _... � . . . . � . � . � . . . � .. . .a, -.� ^' . .. .._. . . .. . .. . ' . . . � . . . .., ` _ ' 7 . ,,. _ ... , .. _ .: = :. r � ._,_. ._,__. . , _�_ : >_�:. - _ . _ - ._ _ - _ t . /� .. _:=- _ - - _ ,_ _. . r . N . - . .. . .. . _" c _ '"___ ,"___ __ ..._. ; ._ __. .-. __ .-.'r- _ �:- _ " . " _ - ' ' p . ii T OF WA � . . - : "__: __ ._ - _ , , _ . - , �, .: CURB PER DOT STD F- 42- : 0 Lake Washington Blvd; NE, Suite 320 I ; , CTwTYPE NCREO. E OUDE AIL� 01 CONSIRU 6 CO 4 � j . _ �_ . � � . . . �� . � 3. � . � � - . � �i � � :�2 . Kirkland,�WA98033 � i�� . � . _. - : ' y � � ��� ; `�, . . . � . � . � ' �� '�, � � � l � `, � � � � �i . � � � � , . - � � �'_ _ ��, � . � . � + � . � � � . I p G258288948 f �4258289067 � . . , '' .. .. : , . . -�. ,.. �� . , . , ; . . . . _ � . . bAIC . \ ' _- ,, __, �- 2. CONSiRUCT CEMENT CONCRETE SIDEWALK AND CURB & L STA: 27y-37.82 - � _ SIDEWALK AROUND PARKING LOT AND ADJACENT T0 , , _ n a .. >: . .. _ . -' ;. , : _ _ $ ; �. . __ - _ _ . ,.. - . _ _ _ � _ :_ __ �` ' _ � _ ,. ,<. ` - S T. . ft ... . _ _._ OFF E ,_C100 � � _ __ . �: r..___ �_. ._ ___� _,. . ^ � � BUILDING PER ARCHITECTURAL SITE PLAN, CURB AND � . sE � , ` -< ' < � w. , � . a r _ _< , ` ` : � - � � •, SI�EWALK DETA4LS. � `' . . �-- . __ _-.._..,._... " � , , S89'48'72'E - ' , . - .,. �.: .. � . .... _ . .. , . .., . � � - � 3fi . ... �-�..^-.�_ .. �..�-� . .. _ _. _ _ .. � , `-, . _ -_ --� .- __ _ _- _ � ,, ;' 3. CONSTRl1CT STD ACCESSIBLE G ," " PARKING STALLS PER DETAI� �13 _ . , , , - . ..�yo * . � � . � � . . 3.9'I , . . . . . . . .. .. . . . . � .'\ � . . � . . . . � . . „ . �_ g. 4�75a _ . . - _ �., - � `,. � . G ... G . G .. .. � G .. n� �. , .. �. . � � . .. . . .. .. .. . . .. ' . . �� ,. .. . . ._._.w----._._�,__. ASPHALT PAVING TO BE AT � .. . . •, ,.-. -� ',� ` .��Hr�?;�ti ...._.. ... - __... : �� �'.., . 26 . .. ..�., ...`_i ��: �-: . �, � �� . .. . . � .. . . � Q\,Q\L�".i... _, .- .- ���; GRADE WITH TOP OF WALK FOR THE LENGTH OF THE ADA � � . � . ` ', . ` , r�-�� . � . .. . -. _ ,` ` � �. � . \ � . �t.. � . . . . . . . .. . ' � �,p��. ���. _ � ; i> STALLS. , h , „ � � � \ SS -- v- SS � = �S � _ 55 � SS � �� oo <', i i � -_. _ _ � � 27 00 : . ' , , ' _ _ _ . __ __ _. �._: - _ _ _ ` - _ _.. ._ __ __ _ _ __ _ __ - �r� ' � ; 4. , f , : - _ ,_ . � _ , ., � s CONSTRUCT �6� WIDE CEMENT CONCftETE � _ t . � I i _- � � _��_t. SIDEWALK PE DOT STD 0. : d R WS PLAN� F�� 3� 10 00 t�ETAII �� 2� . � . 3 ,, "r. d "-� tit c. !4n I�.;f IiN'v' � ,`. . . . . ' . . � ��. i. �\ � liy . . . . . . . . . . F �.- .z't ��'�t.. G� j � �� . . . .. � � . � 1 J�. 1 �'E� ;� �-'.� F i r.� <� 5. ASPHAL7 PAVING PER DETAIL C1Q ' P' :,���, ` �� BUS LANE AND SOUTH ' j � ' � , ` - ` � ` ` J , ACCESS PAVING SHAI! �E AT� BASE COURSE PAVING � � , �; , , ' ; � __ �_ ;r, . � �� � , � � � � ;i j SEC�ON SEE SHT C7 FQR LIPAITS OF A7B PAdiNG. _ , ` � E , i �� Y � r�. �, ' b. CONSTRUCT CEMENT CONCRETE TRAPEIC CUR9 & ', ; , '` j y� GUTTER PER WSDOT S7D PLAN f-1D.12-00 6ETA9 >�a_y . ,� , � � � � . � _ . � ! , � �.,� , � r � ' C12 , . , _ , �� �, L � .�` r z ' : ,� � � � � �- � � � � � �,`� "`, � a,, ;: � � �... �' . . ... � 'V � ��q,� � � � � ` � � u�i � � ' � i �` 7. CONSIRI)CT GATE .4ND SCREEPIING � FENGE� � �NPoLv � PER , � _ � � ..r � � �., � � � o � � 5i ��; AR H C � � � �. � ,.. � � �� „ � �� � C iTE 7URt1L PLAN. �� �� �, � ` y � � � � � � � � � � � � � � �����'� 8. CONSTRUCT TYPE S SIDEWALK��RAPA? � � � �°s � I � ; � � � � ��. ,' ' -" ' i PER WSDOT STD PLAN F-40.90-Ot DETAI� � , - . > - , , _.• i - . . �. �, ;� " �at i � iTi.ET 5���7 -- � . . � . . '�_ , , � ; � � .. . . . . � � . . . . . . . . � C33 � ; � � ;�r, ��V r�i, � � � -� � . � �I 9• CONSTRUC7 TYPE 4A SfDEWALK RAMP � �s i `, ��' BEGINNING OF FOR RAMPTSOUTIiPOF CUL�D�6SAC NOAIL ��3 t, �- � � � � RETAINMG WALL � � �� � TAPER !S REQUIRED. . . � .� . . . .� . . t , . � .. . . . . . . . . . . . . .. � � yn � ,l STA. 1+66.22 : , OFFSET: 62A2 R 10. COMSTFtUCT DEPRESSEO WALK � � � � ' � � � ` � � � � � � � � � STA: 1+61.48 STA: 1+61.47 � � ' � � HANOICAP RAMP PER DETAIL � � � � i r'." % � OFFSET: 152.02 R � OFFSET: 62.02 R � e� � � ��� ,, , .� � � \ o � � � � � COMPLETE CUf�6 �REPLACEMENT � � ` � + ; � �' � � �V � _ ___ _ ----- _.: _ -� � - ��- �� -�--- � �----- - - _ _ __ �_..__.�. �'� _ PER CITY OF ANRCORTES DE7AIL � � � � _ � �--- � - � _ :�. _� __ � � Ci2 . .. "' ' . � � • � � � . STA: 1+50.98 STA: 1+50.97 � �' � � - �,r .. � � . � � . . � ;� . . � . � . . . � - '_ �. OFFSET: 147.52 R a OFFSET: 66.52 R in � � i `# „ , " � � , N �t 11. EXIS77NG ADA RAMP TO REMAIN UNDISTURBED. ' '.. _.. STA: 1+65.98 �� - 26 00 '' OFFSET: 174.02 R a� o° a °°.. p l`J '. >^ •i <": ,an , nl e � 10. � 12. WHEEL STOPS PER DETAIL C� ; ' a lfl . . . i . . �i+ � � � � , o T9 � .. � �. � 70 � � . � � � � � . � . . � . � . . � , 283.86' ' � 3.00' (70) 'X15' 27.00' 13. INSTALL LANDSCAPING PER LANDSCAPE ARChl7ECT'S i • ft� , D iO C PAC SPA S • * i' , ,-' STA: t+6 .96 LANDSCAPING PLAP!/S. GRADE tANDSCAPE AREAS PER , ' ; s ° � P I 4O �` OFf'SET: �.02 R SHEET C7 SPOT ELEVATIONS AND CONTOURS. �� �. �C' � ' 50 _ _ , _ , S Ry a , ��'�a� �.s$���1 ,� _ � ' � ',,` e � �p o Y . �,_-'` RwET�NNiNG.:.. 34 � o� ����� � `y��� '. � 3 � ; � , r _ _ _ _ _ _ ._ S7Ac 1+94.4i - , -� - `-� : ai; ' 14. INSTALL STOP SIGN NSDOT R1-L � e9 � ,., * , , . , _ , ..,„ , _ _ _ ' ; _ :.__ _ d . $ TA 7+94.47 � OFFS'E1i 127.52 R . OFFSET: 86.52 R ` ,' „ � F � .. � .40 � '.;. ,'. i --i::L'P'Pdi.i. r'ti`�Cs .. , ,, . ... . � � - �� 16 - '� - 1- . � . .� �.�N. � . . , . � .. r r :.. � I .. - . . . . . �. .. . � . . . ., t � , `. . , . . . . ' - . �, � . . . . . �� . t� , .�. � �' � - �. � i .+�iiix4�#LrP^�i i�� :>!v1V � � 1 . ' . �. ° O it � U . �. 'ni,P � ' . . .. pi3 � . . . O x aC:� . . : . � . . . � � . � .P.692� � . . e.). � . :.: , ., � . . i d . ��� . . ..� ��.. . ��.' . ::� . : ,. . � . . �, �..._ . . ... , � � � , ° ,: ,� •u0�a . . � . �' . $ . l!� . . : �'S pWLI�.. ' . . I, ..� . � . R11 ��� . . � �. . �� ' I „" ' gvU � ECCO gv� � 15. CONSiRUCT 2' VALLEY GUIiER PER DETAIL ��& , ; . .w . � . . . � . . . . . - � � . . . . � . a� ' � � � i.00' i3 aa5o' CI1 �� j ' � 1 R3.OQ' • e ? ; 1 ' � _ . 98. 0'-- 25.00� 18: ' t. Q' 2S.D0' --=,-18.0 ' r i 2 OG �__-��2/�eJo9 o ; { t ' 6.5�' b R3 ii � , ., _ . __�.__ ° ,,' .� f� , a `n ! 1 1 ;.: ,Z. �( j..;. _. < _.: _. . _. . - r. � ; _....._ . �: � } < E ; ; ,: srn• �+ss.¢� � srm: �+ss.a7 ' ; ' 1 I � , ` , �t '.', ,� _ OFFSEL t27.b2 R QFFSET: 86,52 R " END OF RETRINING WFlLL 1 , ; �-i ,,, . ,, ,; � � � 6' SOU7H OF WALK , ' __ -- __ � � S7P0: 1+97.97 STA: ta�97.97 STA: 7+71.46 ;," � . � . ,� .�; .. ' <�.. , �. . � , . `; � . :..... ..: _ . . ' � �.. � S : f92. R �� � . � ET: 10202 R .� ;;OFFSET: 40.02 R. > :.; i �. � � . . � w � 'c: ; i t ! . ,; , � �� � � � ,> ' ` � � � , , , - ____ � ts � I i " ', ' ,'�� � . , ,... � ; ,< , 0 ' ` ' . . : . . F i ",� i . . . � f . � - . . . . . . � .. . : I . ., � � � g„. . . . ` . ,.. c. .4... i . . . . . . , . . . � . . � . . �' . '° ' . . . � . Y. I I� � 1� ���.2�._.._.�._ � �, �i i � . . �' t. $' '_ i . .. . � . / . , ." .. . . .. . . ., ', ' ' _ . .� t -,... ,,. " ' . . . # 150' PATH RP,DIUS , -r Q � , �. s ' "iA,' 2-�44,fl8- �_ _. __. - >-- - - ' -' ` � ' ;i �', � �_ �.__� e � ; _ ; ' _,. ; � ; E'' , OFFSE�: '�56J9 R . 7 I , I s � , <<, , � � ; I ' �; � � ,� Anac��tes �arr�pu� . , , ,. -� c� <n � � ¥ �€ � � (� � � � � � `: . .. . f � ' : � . �. . � '� � � 1 .. ;1 � __` . fi � . . . � 25 00 � `�� °. , .. i; `� �, . .. , ,' � 1 i � � U � �57 V . . . �� , 3 u r: . . � ` p . .3. . " .. + , . . . , .. 2 `/ . . � . . W � . .. . . � . ii ` a . � , I ��....�__....._.. . . ' s . . . � , � � .' , � ,� .. . . . . . . G) `� +7 ; .i� � :�� - t e . . � ; � � �� � � � � � 26 � '' �� ; �i ;, �� � � � F Date• � fl7i1�3/20Q9 . � � � � -� :� ��y �i � � � . . .. .. . .. .. �. . . �° picw �... � � Ois�� � . � . � ��:�� , .� ����,,�'. � � � � .. � � � • � / - �9 � s, � � � C7 - O . �� / � ' ` f P8'� ajee$ IdO, 0'70�4� � �� . . . ; � �� ,. ; �� p, '" Q� � . j .. € � ',��. . � � . � ,. . � . .. , N'C� . � . � ��<tl7 , , pOfU. . `-'."pxyU 1� �.�.� � e � ��•� ' '� � ��o . S. �18�' iVgl� � �� t �� � ,� : f� �. .� . � . . . .. .. . . . . . . .v. . . . �� ��v .. . M�� .. � .M�� o _ - �E .�� : . . . . ... . . � t. ,. ` . � '� . `) ! ��- .r �. . � � C^ . "l . � . . . . . . �, . . .. . , � , . . . �„- .,. . . � ' . . . v � . � �.'-.. ^ � E '�� '� ' � i � � . � 1 �� . . £I �i W : i � . '� .. � �. . . . � . � � .. . . .� �A . . . � . � � " ' 4I 'I { , . � � . j . � . . � � . ; ' ° r �i � , ` _, � i s � i o cv � 130' &]20'- " � � y � I � � .. iE { t �. r� � � . : . - .�� � . . . � ( . . . � . . . . � P- • � PATH RADIUS , r ; � ' o � ; ; , STA: "2+90.62 ° �5 . ; � � ii � 16. EXiSTIPdG MONITORING NJELL 10 BE PftESERVED; USE ' I i. � �' o � . � . . -.. . . . - OFFSET: 261.56 R � . . � . .. : �. .. . . , .... �r� � ; EXIST!!VG RIM & COVER AN� CAST IPd SIOEYdALK. TRIM OR � � � . . v r j j; i > , ' ; t�` li 3fOG EXiEND MONITORING 4VELL AS NECESSARY i0 PLACE ' . ! .... j . . . � : , : . . . .. . . �." . . � . � . . : .. . . � O�.' . . �. '� ; '.c:�.. � a,r� � t.. �CASING INSIDE MQt�ITORING bYELL.CASING. �..� � - . . . . . ..� . ? _ ;; �, . o 0 0 ; ��„ ; � v v U +i +'' !7. (REFER TO SHT 17} CROSSWALK STRi�IhSG PER MIS60T SiD , , � � �;,' ;� ,� � � ' � " ; ' . � w w ,��, � Lp���' + PLAN AR-t5.10-D1 +i 'Is . . ? i . ..... , .. (; ,'� . . ' ' . . . . . ..e�_... , ._�. � ...k.. . i�9� +I .. .. . . .. � . . . , �. : . ,� �� , _ 1. .� . . . j� ''j ' ' ' , j 2 STA. 3+ 97 , =j 18. (REFER TO SHT S7) STOP 9A6t FER WSDOT STD PLAN �.. . 11 � �� O�SET: 102.OQ R 4 M-24.60-02 �� , ,, , , a � Q , I ,, ��������� , . ,, � , ' , i ��� �������a�� I . „, .,�, .._ .� 19. fkISTING WET POND/DRAINAGE SWALE Td REPAAiN �I � ,' 0 30� RADIUS c� � i UNDISTURBED. � ,� � a' STAs 3+58.g7 Q STA: 3+43.45 a d . � '� � ' ; � , 0�'fSET: 112A9 R °' OFFSE'f: 50.00 R a _ � � i� , , G _-.-�--_------,-.--.---------�- ---------------------------- ----- -- --- ---�- U ----- `� ii 20. CONSI'f2UC7 DUMPSIER PAD PE�2 DETAIL & ! �`' !,' ; z�, ' i ' 'STA: 3+63.48 12 STA: 3-F6�.47 /gy,,,� � STA: 3+&3.47 ; 6 �� � ENCLOSURE PER ARCHITECTURAL PLAN. C`1� �! OFFSET: 160.50 R > �'°� OFFSE7: 725.50 R l,e � OF`FSET: 88.5Q R p �- iR !� I ` "* ` ° ' 60' SIDEWALK RADIUS ' p ,, 21. (REFER TO SHT 17) PAINT CUR9 FROAR SERYfCE YARD TO ' ; STA: 3+47.02 ' . 0 9TA: +63.46 0 3 c. E; PARKING STALL RED AND S7ENCIL 3N NMITE LETFERING a � . : � . ... . � . � i�. _`; � � ' OFFSET: 239.99 R N k I h , i r e ��"„' � ��� � 6; OFF5ET: 54. � R � ' 6 � 9 !I � "F1RE LANE NO PARKfNG" � 20 FT p.C. - _ __. � I. .. i� :��;2� QO ; . � i . . � � � �., . .. . .. � � STA: 3+58.98 .. . � S O . . . �S . . �. � ,�� ' � �. . �..�, . , . � � � .. . . . . . . . . � � ��.� OPFSET: 154.98 R � _ Q �� �j 2 ,,�p o0•. 1 ��' . o � . . . I o. '* � SIDEWALK AND PARKING LOT�.PER DETAIL ' 3 0 �i o�..,.;: �� ��7n 22. COl�15TRUCT RETAININC WAI1 BETkVEEIV � � � , � STA: 3+5�.98 6 ]00 R� 59 � `, pl � • o > a, � � ti . � � / �� � �, � c�2 � . _ �� � �` i`; �: �, . , � g �.� . � i' �` _. _ . - - -� � � � � � .. � � � � OFFSET: 174.00 R .., � �-p-p ' �� 'F' lJ '; ,� o �� 23. (REFER 70 SHT 77) FLOW DIRECTION ARROWS PER WSDOT . r� ' € ' v � 13 o OFFSET: 82.�0 R o � 3 t5 � I STD PLAN M-24.4D-01 . .p li. :.., : "� ; : .', . . . � . (T � , . .. . .� � bn_ . �R�..�� � � � s s � . ��Ai,' ��J.� � �O ' �� 1. . . . . .;.: � ; . . .. _ . . � 24. (REFER TO SHT 17} STRIPE @US �ANE AS DEPICTED WITH � � � � � � � � � � � . �� . � � � � � �� � � THIS PLAN SHEET IS APPROVED FOR CONSTRUCTION IN ACCORDANCE WITH THE � 4" CONTINUOUS STRIPE AND TWO "BUS ONLY" MARKINGS. � � � � � �rn � � � � � � � � . � �� � .� . . � CITY OF ANACORTES ORDINANCES AND POLICIES. ACTUAL CONFORMAiJCE OF � � � ����� � � � � ' - � � � . � . �. � � � . � � � . � .� � � THE DESIGN WITH APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF THE � � ' � �� ��� �� i �` � . �a PROFESSIONAL ENGINEER, Nhi05E NAME ANO STAMP APPEAR ON THIS SHEET. 25. (REFER TO SHT 17} PA1NT STALLS WITN WHIiE PAINT USING Q ST4TE�C UNTYMAND LOC�AL LAW6, PERMI�TSGAND MANDATES, INCLUDING BUT A NOTATED W/ STkLI NUMBER`�ANDT ARINE TECH" �� � � � � %� ' �� . �� � - � � .. . � NOT LIMITED TO iHE ENDANGERED SPEGES ACT, FEDERA� WETLAND PERMIT, � � � �L�� �� � ��� �� �:3 � � .� � �� . �. �. � STATE DEPARTMENT OF FISHERIES HI�JRAULICS PERMIT, FEDERAL FLOOD PLAIN OR 'STAFF" AS INDICATED ON PLAN. NO7E THAT SPACE � �-O � � � � � �� PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINAl10N SY5iEM PERMITS IS #EXEC�UTIVE DIRECTORPQUCE" AND SPACE #12 TO SHOW � .. . � Q. � - _ - . � . ' � � � � THE RESPONSIBILI'IY OF 7HE DEVELOPER, LANDOWNER, AND THEIR ENGWEER. . � � � . . � o�. � " � � . . � �.. THE ISSUANCE OF THIS PERMIT SHALL NOT BE GONSTRUE� AS PROOF OF . � - . COMPLIANCE WITH APPLICABLE LAWS AND PERMIT REQUIREMENTS. 26. CONSTRUCTOR TO EXCAVATE AND BACKFILL 3RENCH '"� GRAPHIC SCALE FOR GAS, POWER; TELEPHONE & CBN. COORDIPlATE Q zo a io zo �o � i Wllli UTILITtES PROVIDERS. ���t IVo. /` � �$�Zr-�1 27. CURB CUTS IN EX7RUOED CURB PER pET,41L �1� N � � ( IN FEET ) �A� 28. INSTAL� LANDSCAPWG PER LANDSCAPE ARCHlTECTS � THIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. LANDSCAPING PLAN/S. GRADE LANDSCAPE AREAS PER � i 1 inch = 20 f� �ANDSCAPE ARCHIIECT'S SHEET L0.01 CONTOURS. . . N � . � . � � . . . . � . . . .. � r � � ' � � � .� . � � ' a . . . � � �. � . . � . . . . i ,:�' V " � �, . � . . �. ( � o !. ' + ( � � OFFSET* 2a1 56 R � � ' , � ; 3+� Q GENERAL CONSTRUCTIC�N N4iE5: � � , 5 � BASIS OF DIMENSIONS FOR THlS SEi Of PLANS O,RE THE (` � . i /� . . �. � . � .:� � a� ' ' _ �. - . ( ' � . � � � 4J O . . . .00 . �'':. . � f PROPERTY LINES OF LOT j�1 OF SP ANA-98-003 �� . � � . . � . � � � . (j�, '� , ; .� � I . . �. ���.. . � . �� � . � � � c� v ,v . i � i � � � i' '.�; � , ` � � �_� . , �� � �� � � � � � - � w w � � w j ��,jJ� DIMENSfONS OP � SIDEWALKS ARE FROM FACE OF CU�H T4 � . . � � 1 . {� ,�; � � � � , - - .{ , '' c� . " . . .. � . -. . . . � j.. ' ° : BACK OF WALK.. . . . . . . . 1. � � f; ;. ( Z „ „ , < ` STA: 3+5�.97 � � �,� ��`� � � . --- � . � � � . � � � OFFSET: 102.00 R � Q o O ,. -�; � � ONLY 'iNE USE OF RUBBER T1RED EQUIPMENT OR �UB6ER. A ft C H I 3 E G T U R E� II - a. � � , 1RACKS RRE ALLOWED ON ASPHALi OR CONCRETE SURFACES �; � ; ;., ° � , � =; i � I } 1 WITHIN 7}iE PUBLIC RIGHT-OF-VdAYS. . j' ' � �. � . . � � . � . . : . . . . . � . . �� . .. � .. j �i � a` STk: 3+5�.87 a ! a i � � , 1. CONS1Rl1CT TYPE 6 CONCRETE EXIRUDED il � c� 30' RADIUS � c� ", _ i' ' i --��-----�------------------- -------------------------------------- --- OFFSET_112o0 R OFFSET¢ 0.00 R � ,� ; ; ! T � ' 4010LakeWashingtonBlvd.NE,Suite320 r � STA: 3+63.48 ' STA: 3-k63.43 ' . I o " � � � I SAWCUT �� �„p 1y�, U STA: 3+63.47 0 6 2, CONSTRUCT CEMENT CONCRETE SIDEWALK AND� CURB & I qcg . � jt r � . � �. . . , ..� � ' 12 . ,. �ib(.a � i� . � ;i ° OFFSET: 160.50 R OFF'SET: 125.SO R V CURB PER WSDOT STD F-16.42-00 pE.AIL I Kirkland, WA9&033 � � . . p ty l �11�8 o OFFSET. 88.50 R � P 425 828 8948. � f 425 828 9067 .. � 60 SIDEWALK RADIUS � � � � SIDEWALK AROUN� PARKING LOT AND ADJACENT TO � �; STA: 3+47A2 e D � � � � I � � "� � � STA: 3+63.46 m � � v: � OFFS�T: 54.50 R • , �n f� , � . .... .. �I ... . . . . OFFSET: 239.99 R�'� � . . $ a , 9 , 3'. SDEWIA KPDETAIRSHITECTURAL SIlE PLAN. CURB AND � � � . . . �' -i24 00 .,' _. . __. .. �___ _.,. __ ._._.. ._.... . . . . . � � . �..� OFFSET} 154 98 R d � 3 . �8p. `✓ 2 p� 9�p. �� o � ...' 3 � '�`�?a � 3. �CONSTRUCT �S7D ACCESSIBLE C� . . . . i � � � i � .� , � -��. I�.: ,.�.. . . . . . . 0 106 O 53� . S A�? . 6 EC � � � �:�� 'Q . � oi`o PARKING S7ALLS PER DETAIL �13 �4, i, ' �� 19 I � . .. 7p � . . . . � � � ... � � , �� � , � OFFSET+ 174 00 R .., R � . . Q�'� o �OFFSETe 9Z.40 a o ' . � 5 { O `D ASPHALT PAYING TO BE AT � � � � � GRADE WITH TOP OF NfALK FOR THE LENGTH OF THE ADA �i ;, ; , �, STA. 4+31.29 13 13 `n' � l� � 't ' I' o OFFSET. 138.02 R - R6O R8°� o oO O ,I STALLS. i ;� ; � " NUTER ECl10N OF � <.. '. � S�TA�3D'69.47 t3 � OT �MI'T 0� o R � 6 OFFSET+�904 R i ;1f „ $ ^ . OFFSET: 125.5� R AiE PAVING = I I t , � .. ; � . , .. . . 13 � o " GRIDLINE 4" AN� ECC 1 � � 6 .. � ` 'I � �- .� O cy STA• +98.97 , i. STA: 3+64.9% 'A O L" STOP SlG � I' � : � , �. o � " ' - o � �- � GRIDLINE P4" a ` � . .. . � . i n � � �9 . o z � ': e `.%' : � " i �_ j' ;, •F ' 0 SET: 209.98 R STA: 4+ .79 ;i �{ i; � �. ' � • � > OFFSEY: 1�2. R S �' c,� • � , , „ c� i� 1= ' i o o _ � � „ a Q�5 a . 4� � OFFSET: 4`1.00 R;� i , ;4 i . '� I , � o � �rn , D, Q-�. �oQ� . P � 5 A: #+fl6.47 $ a o ��, n �I .I� ` O io P� ° a--rg, OFFSEY: T03.49 R �� a b _ ^ , t ;,. � a e < � . : p� , { 5 � � . � O 1 a . � . . . .� l � ..F N ' ' i � (". ..�i �r�,� . .. . � a .p�0. '�' ' . ''.. • .. "~ ~ �.�i' .li` . 4 O i . i� ���i �. . . �. � � �. � . . .. � : `� � � b .e> �a . . p . .a. .� ` � �� .. � . '`. p� � St . �;9 � ' . � ` a � i .. . . . i :P .1, � 13 O. ! 'e , . . .. . > .� > � �. $, �� . 4. iq � �r i . . � . . a _.. : SET° 5 4 R .. . f!. �� � . , ";.�a � �.� � � . \ �p .1 . �'. � '� � o- n� F e O H . f/ n . ..' � De_ ` . 80. . ° ..a . . O. M6 �!. �a. _ _ '_ __ i. . � . . . . a . 9 I �" . =i .,' �7 � L� r .< �a�l.° r . . ' . . . ` i�, . ' . I -. . . �a. �-' �ao�1. _.�.� ._. __ . a p .' �.i. � ` p i. p- �� . . °1 . , � . ' L. e_ .: t . o �. . �. ° . ' i�mv. ,00." _ � `i',r`.. i a ''"�'�' . � � i�� -,ii � ��.�. '�, ..,. � . '\..a . . l- °r � p. a/�� O � . e �� �-.a .. -� .. .. , . .. :. � � � ;•��" _ --`R -�--li--�.� . � � � < <a . .. ; � ` �'�' � : ,. . _,.. , . � .. . . � �� .� , � n.�� ,. . � -� o I �� �. fl� .".'��. ¢�. ,�6 �� - .. ��, .. , ,. . a , > > > 5TA� 4+77.46 �, 4 Ot! n 1= � _ ..�, �g � 'Y�> � ! 5 S �, o . e 'e � ! '; AbY'C�IT ;, ��, r� 13 p. Q � �" > 9 _> OFFSET: .49 R 13 t4 � i� �� , �¢ � q� ' ' •:;� � � � � o � Q < / a � � � � - - 9 �. � .� i, � �� � F. "SIy ? � . s, . � . p . � .D� .�. ;�� ' > ° D - - -^- . � a � li 7! , . O ry , � �� � , .. , �, > . :a. ,. . .. . . .,. p �- . ' „1; t ...s� � �, .. p . � � O � � . ° . : �. . a • pp '� '�� ' �� > . a oj - . � � � . .i�. !i � .. . . O o � . l ' ' P .� � i ' � � . . . �.� 1 A I � ::�i . 4 . .. 0.�. �J �{ . i 7 � IJ � ♦. - f . t}. :�N � 1 i r . ��� i � ':!. ' , � . . .. ' . ' .. . �, P ,,a � < .. < . ... '���-i�` i� 1 �. . . . o >� -. a. , G� ,I, . i% 'I's �� . , � . .�>. � � . . � �q � 8 . TA• 4-F2� .96 3�� �' - �- . � ' p . ��:, � i- . . ::- i � �. �� -e .. . . �o� 13 I � �� � � _ , �� l �� � , � ^ ' , � �� �..a... � a..;p a'�� d (2� S > . � � - 9.99;;R �° � � � �� Il �. � " �^ � '� <� � � � �g " � W0 � �' > , o � R5.00' ���. EFSEi: 3 . . I �I . ; . .,.' , : ; � : � � � ��... � � � � . , . � 13 � , p' .. . � . �l .8 55 . � : _. . , � �. .. . . . � � �' � � . - ., �t 4. CONSTRUCT 6' WIDE CEMENT CQNCRETE � ' �� � � �� ��. ,�^ � �. �, : � � . . � � � . 0�13 -Rp � � ' � � .. � .. ° . : �. � � - --. . . � . Q � 10.00° � " 0 � � �i � SIDEWALK PER WSDOT�STD PLAN F-3Q.10-00 DEfAIL � ;! J 3 - - - o �7� r � v_oo' � � C 12 � � � �1. � � � � . .. �- FD F6 - FD ��.°p � � s� - �� � i � . 'I , � ��� � �� i � � �j � t ;, � . . . � �' - - � ° \ . ' . � . g� . ��.. '�5.5Q' � E � 5. ASPHALT PAYING PER� DETAIL � #� ii I.,.i N:t ' I I o Fp�^� , ; STA: g+ 28e46 li BUS LANE AND SOUTN CbO _', !� -' ' ' I BUILbING CORNER B ILDING CORNER ^ � >. d 2 OFF�E�f: 50.00 R � ' , ACCESS PRVING SHALL BE ATB BASE COURSE PAVING : �� "�� � � :' i . . . . . . � . �� � STA:; 4+31.31 � � . 5 A: 4+31.3D ; ;� � - � o . Q ��\�- � ; : �� � � � � SECTION SEE SHT C7 FOR ! IMiTS� OF ATB P&VING. . " . '� .''„ � ° .. � : 20,06'-�-���-�---46.17' � . . 32.50' � . � � � oO7 OFFS�T: 296.02 R � FSET: 183.02..R- � � ; ! � �. . � � p � pP'FS�� 60 00 R . � � . . . . � i` :� . . I . 5 " . � ..1 �..� I� � . � . , � � BUILDING CORNEIE "' . .� _ . . . . . . � ' � � � � :� PR T� S17E ' � ��.,, � � 6. �0�7�RUPERCWS�OT STDCPLAN �701'2 DO�DE AI �' i ;t _ � I � � � . � j � . . > , � 0J�C . � ;° �A�� STA: 4+68.46 � � ' . � WORK�OINT � � �� 23 f1Q � � _ -- ' i � ' .�p �3 ' � ; '; ; OPFSEL• 144.57�R PAVING BC , � INiERS�CTION ; ; f �.�2 O 4 a � BUILI�ING CORNER i � � � GRID �"5" D I� ',' ',, �' � �` � � �' � ' � I � � . � L �� �-' � � � I � i � �� �- �� GRIDIJN� '�R9' " � 4 7. CONS7RUC7 GATE AND SCREENING FENCE WALL PER � .� +.; . , , . �UILpING �CORlJER . OFFStT: 296.9-2'� �ft� -OFFS T; 265.17 R 8.88' SIDEWALK RAD�, � �,..� . / ;_ � � '� BUILDING C� ER STA: � 4+68.48 STA: 4+60.59 � 9�� � �� � I � ' -: � e . � . . . . . , . . , � ARCHf7ECiURAL PL&N. ! � �y STA: 4+68.49 � IU � 3 � STA: 4+68.48 I I' 3 �i � I OFFSET: 393.$2 R -- ---- TA: 4+59.08 !; ' ' ,�� 1 ;, •. `�0' ' s FD OFFSET: 365.02 R s N 90'00'00" E FFSET: 172.96 R_;� �_ ;��:s '�. `. °P r� . R�y '` 8. CONSTRUCT TYPE 7 SIDEWALK RAMP j'i �j �- - a-- -? - � PER WSDOT STD F-40.70 Ot D . � . / . .. . . . � . . � i . p._ . e � _ e � �:� I . .30' . PLAN ETAlL C'le� � �` .. � I a- - � � - _ �- � i i 1 >. �'O � o I oo ic w 'i � ; . �_ ___ ,` , ___ ^ NCTA : - � STORAGE o FFE=14. OG a. m < 1. ,� . e >, � O�^ � 9- � CONSIRUCT TYPE 4A SlDEWALK RAMP .� , I � BLDG 1� � O �� PER WSDOT SlD PLAN F-4016-00 DETAIL f'FE=14.10 � t ° � 3 25� R IUS `� ; , FOR RAMP SOUTH 0� CUL-DE-SAC NO �.�3 �� �� ,j'� 1 11 F .--� �a'6 � � ' I' , , � t 5 e. : OFFS j� 5 00 R � , � TAPER IS REQNRED. �Cg�'o� &���,� ��, ;, i ' ; . BUILDINo-G CORNER . � „ ` _ � -n a� "•� �. � , , . C `'J ,' 10. CONSIRUCT DEPRESSED WALK � � ��� v c� � ' �STA: 4+90.7�4 ti o 8p•00'00� - STA: 4+83.091 , • � - � � " -p HANDICAP RAMP PER DE7AIL � � � � : ' I .; N � OFFSET: 143.02 R ° ; � � " � d � � � . aoOFFSET: 397.52 R 150' & 940' ° � - ' ` ' - , ��' COMPLETE CURB REPLACEMENT � r- ' . ; ; u� �-� BUILDING CORNER � ' � � ,, , ; , PRTH RADIUS � i 1 i . � �.. �Ii . � �n :.., ...: 19 . :: : . .; . . . . .� , � � � 1 INTERSECTION OF . �. �. � .� . .,- � ' . . ' � � .. . . .I�� '.�� .�-- S�6�SET37�98���R .. � . -� ' 1 GRIDLJNE "RI" AN� . � °. . � . � ,� ,, .. ,. ,:� � PER��CITY OF ANACORTES DETAIL . ����� ! . . n � �. �� � , � . �+ ` s . � � - . . . .�, . � � �..i �. . �,. � � I �� . . : ' +"-�� .. .� . . .. � � i I ' GRIDLINE "RH" I �' . ,' e I=. �j . '. . . � C�2 . �.� �. � . . :' .. �,; � ..' . � ` ` BUILDING C RNER � b� � ; � ,� x . � , ' 13 . � , :� �i � , � ; , . .I�. . �. . . . � . . � � � ; � ' o • :./ ^�. ,`- `fl � r =� � � � 11. EXISi1NG ADA RAMP TQ REPAAIN UNDISTURBE0. � � . � �T��� � �: i ' a' � ` ' ' STA: 5+25: 7 -n , Q �' . , U ;`', ': � � � � OF�FSET: 135.49 R � 6 r ' � � __ .i. , ; ; , BUILD�NG CORNfR I I BUI�DING CORNER 1 , i :� ;' � ;:i` , ,,, 3 : �zj��jos ; ; ' j I BUILDItJG CORNER l �1 STA: 5+35.45 STA: .5+26:99 STA: 5+10.78 13 d � „� , r, , 9 �¢ I 12 WHEEL STOPS PER DETAIL � �� � :. � � STA: �5+26.98� �� . . . 30� RA IUS � OFFSET: 133.09 R � ; � �::::' �¢ (;l i �. �,. '_;. �� : OfFSET: 39Z51 R OFFSET: 299.93 R , c� -a � ;; � ' ! OF�ET; 365.01 R STA: 5-F�6.97 1 ' �' . � � : �3 3�3.51 �$5 QO'•' ; i ; , I o-- .- O j OFFSET: 295.92 R ' ' 1 q SS S OQ' E C 9 13. INSTALL tANDSCAPiNG PER L4NDSCAPE Ar2CHi iECT'S , . . , . � � . � �.: �� . � ' ,. ; . . .....� � . _. . ,; ' 7 . y 1 I e . ', 6 � ' . �,' . SCAPING PLAN/S. GRADE LEaNDSCAPE AREt+S RER � . .. , ; . . ��. LAND 6 . �� �� . � � r � ' ` ' � . I -�-20.17' �x � 4Z51' � Q 7 � � � 29.50� . BUILDfNG CORNER �� ' �� � _ �_ ' e .'g S. W � � � 2 _ . . TA: T+35.46� � i .50' . S �� �aS�o SHEET �C7 SPOT ELEVATIONg d,ND CON70Ui2S. � � � � � � � � � , � -- �I , � ,� ,` , ' STA: 5+53.45 ' ; . 6 TA: 5+30.96 � r.� a 30' RADIUS ° 13 o OFFSET: 292.40 R �. -,-�'J� - 3; �°' t , t, I � S 7 STA: 5+36.98 , O NW ' � : `rD �� � �� 1 �, ° , „� ' � a, t3 `, 57k: �'+3�.72 - O'+ 15 FSET: 39.98 R � � � r.� M x O�SEi: 377.92 R �3�•�� ,. � - 5 L- ' h. �� .95 ° , OfFSET: 3.48 R o 14. INSTALL STOP SIGN WSDQT R1-Y. � js ��'` 3' I M 1 g ��� 0�, � � � Fp S R �- �a FSET: 1 1.47 R i i M• C' � � ��� 0� , � �---"'--:_ �- � 3 R'�� ` j $ F v� ��,^� .Ss . .. �0 . . . . . Fp � p�� �i _. - _O D, ., i . .,� :pb. i :.`O,Q I: �, Q .Ive . . . . . . � . . .. .�E�� . .I.� x az � -__ ���.�" ..13 � .n. �a� a ' D .p� � � � i � t . 1� . � . r�r . . . � . . R14 � . . �:: fs p . , �� �, � ,. . . . . . . D D ; 1 1i f0 � . ' ' � . i .- O � � �I, . p . . . . . ;, i. ; w, , ,. � . . _ - d � � p . = 15. CONSTRUCT 2' VALIEY GUTTER PER DETAIL �, ,, r� 1` 5 � P 1 O , I i , ., �i. . b._. _ __p . =F ,� : ! 2': a :., p . e ' . ° � STAl10N 5+7I6.93 R AVENUE _ ±. i` i e ��,,� Z. a'. ' ,_ . , � . ae . � 4 . ; � _ ^ ; _ � I ` , � :. ' a � � STA110N 0+0.0 FlRE LANE C � 8 �41�COt��� ��B�9p�iS e � ,� F ' i (� ' � � ..,:._ �.., ,: ., W `, . ° .° ��` . � ��p{E66� . .yy . � ys, , �'�. . �ry�.. � -` � yy � yJ yY ,` Yd �RB'. . s ., ' .f8� PAV�1G .,,..�.. 16. EXISTING MONITORING WEL1 YO 8E PRESERVED. USE � . " '���s o� � � �� � ; W.. . . �. � �W�� �� W '� � � � �W W � W � ' W- ! � W ; �" a ,''�„ L-DE-SAC EXISl1NG RIM & COVER AND CAST IN SIDEWAIK. TRIM OR . � � � � � r � . z, ^ . . . . �, �- . � . ' .'��� � ' , � �' . . � �.M ,.. r•�i o �°: � ��'T . `.' �.. . . . . . . _ . � _ � �O `�. � . �.., � 20' VdIDE _ o f ` G + � Q ' ' �; . E � .. � � � EXIEND MONITORWG WELL AS NECESSARY TO PLACE � .,, �€ o _+ '� , - .. � , + i �; . � � - � � . � -� .. - I � � . . . � . . . � `�- �� -,.. . - . F _`"�.{_ _ . - . � .' � -F � - . . - ,� F-. ' � -r • -. ���, _ �'.,.....,, - . � . CASING INSIDE MONITORING � WELL. CASING. . . . . . . :. � , I � c� . � " ro {N ',;,. AiB P,4VtNG N � ��' o � i , - � , o aI ' _ 47.55� a e a� ...�, 5 -' 7� ` ' ' ' t`�O ` 5 RADIUS Date: 0°7f13 200g � �� cn • 2�6 ; ; � � o I , ..�. .. y Q y ,_ _�.-� . ` _ _. {a• :� '� TA: 5+79.95 17. (REFER T0 SHT 17) CROSSWALK STRIPtNG PER WSDOT STD � ` " � o. � ECC t , _ ._. .. ECC 1 __. _ _ . ,. . Q- { SET: 24.87 R PLAN M-15.10-01 Pa•oaect I _ '. , M -�(/��� ( . .: . ... . . . .. 5�. � ... ... .. ~ . . � i C ".''oOC I\yJ �� D D ..' D .. _.D ♦ .. \ . Q : . I .. . . . . � n 13 �� a-- � ��� 1S. (REFER TO SHT 77) STOP 6AR PER WSDOT STD PLAN ���v �o. ��7� 4� � : � �"` _ _ _ _ _ . _. �. _ . . _ ._ _(� ,.; . _. _ _ _ _ ._ . 6 fl �'. M-24:60-02 I .. __ _ _ . _ _ i� `-' 26 14 1 - ; _., � '° ,. ; . , v .� _ O � .- . � t` S 00 19. EXISTING WET POND ORAINAGE SWALE TO REMAIN '�...: rt,.� ..._..:-. �____ �......_-� �...�.. � .. _._..-.... �� . _. .. ..... .. _. . .. 3�---��--�( . 3E -3( . .n.. _ . . .. . .._ 3f . . . ... ...: 34- ...-�-- :-�-- �..�_..a_ .. [�....iw ..,.,�.:_...:�._,_ .. ._.._ . tg. __.._.....___....._.. � . . � .. . . , _.._. . _. . . r ,._; _ _ _. __ - - - � UNDISTURSED. r. ' _.. . _ _ _- _ 13 _... .._ . __ -- _-EN1? 9F__A�. PAVING _ ,, _ O _ i: _ _ 7 _ _ _ _ .... __ - - -- _ _ - _ _ _ ;;t- ,��5 �iTAc 5-1�92.94� , �. , . . ; . � . ..__ _ , . ._ . . __ _. � ..._ .. .._ O - � . .. .. . .. . - "� �SE�s 74.99 R..< 15 `� %� 20. CONSTRUCT �' ��. • ' � . .. � � � �' 7 •.i�a ; .., ', , , � : _ .. . W F . . . .. .. . .. .. . . .. .. . . .. . .. . . .. . . .. . . . ..� ... . . _ .. . .. .. . . .. .. . . .. . . _ .. . .. . .. . . . ... � . .. _ _ _ . . . _ _ . . . . .� f . O ° DUM STER PAD PER �ETAI � . _ .. _. . .. �. � '�. `� � � .'� � � �o� n.�w �9 19 �, . � �- P L & r � ¢�� � STOP SIGN � � � _ � ' ENCLOSURE PER ARCHiTEC1URAL PLAN �1� � �� �� � � � , � �� ; � ; � � �`' a w 68.00 � 38.00, . . OFFSET+ 78.95 R p � � � � � 21. (REFER TO SHT 77j PAINT CURB FROi� SERV9CE YARD TO � � ����` I PARKING STALL RED AND SiEPiCIL IN WHITE LE�PEidING � �� . � �, , � .. . . �,� . .. _ . .. . _ _ _ _ _ _ . . _ .. _ _ _ . ... .. � ._ _ . . . . _ . _ . . . . . . _. . _ _ . . . . . . ._-_. 0 . ' :._ ... . .. .. "FIRE �ANE NO PARKtNG" � 20 FT O.C. � . . . . . � .. ._�... _._.. ___._ _ , � - �i � °, ,. . �--�_ - . . :. _ .. . . ,... .. . _.. _.. _ _ .. . . . .. . .. .. . . . . . ...... ...... ... .. _ .... � . . _._ -- - -- --' 0-._ .. _. . _ . . __ _-- - -- -__ . - .. . . .. .. . . .. . . . . . . . .. . .. .. . . . �. . i , : _ . .. __. . ....- -- -- -- - -- - �- -- . . _ . . .. . . _ .. .. . . . .. . 2� � .._ -._ ._.. _ _ . . . �.'.. -�,.- _ .._ __ .__. __ . _ -_ _ _ _- --- -- __ N89 59'a8"w � � ?._ ; N SJ°�`48" W � -,.� . ; -- � - - _ - _ _ , - _ � �� � � .. _ � � S DE AUCT � � � � : �`` '� � 46.�0. : . . � . . . � . . . . .. . ... ... . . .. . . ._ . ..... . . . . .. . . . ... . . . .. .. . .. . . . . .. .. OO � 6+ t.� RETAINING WALL BETWEEN . � . � !C �S , I ° � _ � 43;i.oi� , . � . .� � LK AND PARlSIhG PER iL � C�� � ' LOT DETA �� ri � � . � � ��� � �. .. ; ��� ...�, - I ' � � � � . � . . .. . . � � . . . . � .--.' .. . . . � . r � ,�..- 23. (REFER TO SHT Y7) FLOW�DtRECTION hRft04VS ER WSDOi . ���������.... . STD PLAN M-24.40-01 `. ...�ip �. � `� : : :�.. � . �, : . . .^ .� . __ _..., . _- -- �-�- �-" r_. . �. . . .. , . . . . . ��� ���'����'�� � . r �.. -- i; � '� € , ' ; � - "" � ' ;: 24. (REFER TO SHT 17) STRIPE BUS LANE AS DE�PCIED 1MTH f( I , h� , : � �� � 4" CONTINUOUS S'iRIPE AM6 TWO 'BUS �ONLY" 4�ARKINGS. ` � .. - "� . . ^ . - . . . . . . ns�M. V (4� . . ! :i . � ° ,r -, , .� :. . .-' . -,'".- \-� . . . . . . . 25. (REFER TO SHT 17) PAINT ST,4I..LS 1413N WNiiE PAINT USlNG SiENCiLS W/ 12" 7ALL LETTERING. STFlLl.S T0 8E a ANNOTATED W/ STALL NUMBER ANp `PAARINE ?ECN'° � OR "STAFF" AS IND3CATED OtJ PIAN. NOiE TNAT SPACE N �11 TO SHQW "NCTA POIJCE" AN� SPACE #12 TO SHOW � "EXECUTIVE DIRECTOR" rn�. . . �.. � . � � � . . . . . .. . .. . �. � . . . : � . � . . . .. � � . 26. CONSiRUCTOR TO EXCAVATE AND B�CKFILL T�2ENCH j, , o . . . . . . � . . . . . Q F6R GRS, POWER, 7ELEPHONE & CBN: COOR�INATE WITH U?lUl1ES PRObIDERS. " ri . - . � � � � . � . � 27. CURB CUTS IN EXIRUDED CUR� PER ptTA1L �14 e THiS PLAN SHEET IS APPROVED FOR CONSTRUCTION IN ACCORDANCE WITH THE � CITY OF ANACORTES ORDINANCES AND PO�ICIES. ACTUAL CONFORMANCE OF 28. INSTALL LANDSCAPING PER LANDSCAPE ARCHI?ECT'S v lHE DESIGN WITH APPLICABLE LAWS IS THE SOLE RESPONSIBWTY OF THE LANDSCAPiNG PLAN/S. GRADE LANdSCAPE AREAS PER �p p � PROFESSIONAL ENGINEER, WFiOSE NAME AND STAMP APPEAR ON THIS SHEEL �ANDSCAPE ARCHITECYS SHEES L0.01 CONT6URS. �'�E DI��O��IONP9L n ACQUIRING, COMPLYING WITH, AND PROVIDING MIl1GATi0N FOR ALL FEDERAL, ��� L�� �� � STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCWDING BUT �� � � .� � � � NOT LIMITED TO THE ENDANGERED SPECIES ACT, FEDERAL�WE7LAND PERMIT, �t�������`J��� . � 3 STATE DEPARTMENT OF FlSHERIES ITYDRAULICS PERMIT, F'EDERAL FLOOD PLAW � � � � � � � � � � � PERMfTS, NATIONAL POLLUTANT DISCHARGE ELIMINAl10N SYSTEM PERMITS IS � � �..� / . . � . � . � .. � . . .. . . . . . . . . . . �. ��� THE RESPONSI6ILITY OF 'fi-IE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. � � a . .. . . . . . . . � � . o � � � . � � � � � hlE ISSUANCE OF INiS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF . �. . � . �. . � .. � �. �� COMPLIANCE WITH APPLICABLE LAWS AND PERMIT REQUIREMENTS. � GRAPHIC SCALE h n �'�-, � o zo o ,o zo ,� sh�c xo. /�, ` �,� .2. i , o� � , � DA7E a � � W F'EET � �-IIS APPROVAL W1LL EXPIRE IN ONE YEAR fROM THE DATE NOTED ABOVE. / i 1 inch = 20 ft. .... .�,... 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I � � � � � � . � � .. ��: � � �� � , �� � � � - � � a � � �, � � � 4 -- � �e � . � F � ��; o � ; � '. „ � e � � � � -� -"�,�.: � , -� � � � � � r� ; � � i o �� -�\__ � p � ���� � e , � . � . vpi �i � � . ,. ... .. � �'" � .. . . , -. . � � . . . --�---- � � � � �.i .i { � i .. . .,�'� ,: . . . . � . � � � � a � ... .... � 1 � 1 �' � � � � _ . .� { 1 ( � � � �-. - � � ¢. i � �� ,,� i.; . : . j , . . . . � 1 � � . .. � Y 1 � � � � ,.. � '� � � � �� i ,� , ��� � � � i � � � i' � " � � �: , ;�� s : i ; � � � � � x � Z_ ,, , � � � _ . � :� ��� � � s � N � � _ i ��` � i i i e :t� ,; ; � ," ' � �� _ .. _. _ � ` � � � � � � " � _ �_. � <. , ., �� `; , i' `� � `� � � � � � � � � � � � � _ , � i i �.,: r � �; � ; , � �� �� � A3 A3 �. i � 0 � -�'-�- ( ; ' € '`, , � � ; > 13.40 � � � ' - - -I - �- i I I i 12.90 i� � � � i � � I � � , , � � . � - . .� ' . . � � f � � � i� / � � � _� � .. . ( , 1 . ,:..; . . � . � i � _ . . { I t_ _ _ i I I I L _ _ � , ' I � � 13.04 � i 12.06 � i � i i ,t � � : � � ' ;� � . , � ' 1� ii = = e ii : � .<� .,`+ �J I ' . . ` , �o e i , _ � �--'--�--�------------------�'------------------------ ----------------- �- � -_=�__ - _ - �_ i. , , . . ... __._. __ .__ _.. � , . , � i � , .. . . . . � i � � . y� � i r.' a i p 1 i i � . � „ , .,. , . � ��--�---�-��..o�. .. . .. ""___' �� 13.40 � � o - � � �_ �� , � i ,� J � i J 1 � � � _ - � 13.40 _ � ; _ ., me i e � ,€ ; � _ e -����, ..d_�.,____ -12 � / � t _ _ , _ > s i : � �.- ' / �" i = I ,,. ----------------------�-----------13--------------------' . �i � / � y � i i� � / � N I � ; ; � , _ .'+� _ ' ___------13----------'-----------� > � � I � � I � 9' � � I i i i � : ;' _ y _ _ ---- i ;;24 00 -",:------" � � s _�___----' 13.52 � � �' ,. �__ ��' ; ' ; � . I � . . �e,,.... . . . 13.4� . 11.70 S3 � � � 11J0 12.90 . m :; �, '�, � �i � . ' , f . �. .. . � � � - -- q. i, � . �' ; 1 . _ _ �� . . . -��----�-'^-----�- . � . a � a � � ' 0 i� ��iv'mvs_._ '_""_' p 1 �2.9Q �mom__m__m_���_-> --__e�_ . r' . i ,,. ___-__�s_------^- � ---- _� � '� "� '°. 13.04 � 12.06 ��� � s ��� 12 � 3 ` � CU�VER7 l i ��or �.� < e � � O �4 , "� o �•� � ��� .. . �: . N S . .. . � I.F_ f0.30 � o . i 0 / � . ` a' ` THIS PLAN SHEET IS APPROVED FOR CONSTRUCTION IN ACCORDANCE WITH iHE CITY OF ANACORiES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE OF 3 THE DESlGN WlTH APPLICABLE LAWS IS THE SOLE RESPONSIBWTY OF THE -° PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON THIS SHEET. � ACQUIRING, CO�APLYING 'MTH, AND PROVIDING MIl1GAl10N FOR ALL FEDERAL, ro �� � � � � ' � . � � � STATE COUNTY, AN� LOCAL LANS, PERA4ITS, AND MANDAIES, MCLUDING BUT � i NOT IJMITED TO THE ENDANGERED SPECIES ACT, FEDERAL WEiLAND PERMIT, �#� �' STAiE DEPARTMENT Of FISHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN STA: 3+73.33 4 ' �� � � � � � � . � � � . PERMITS, NA710NAL POLLUTANT DISCHARGE ELIMINAl10N SYSTEM PERMITS IS / OFFSET: 246.91 R � � � � � - �. � � iHE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. o �� . . . . .� � �� � � THE ISSUANCE OP THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF NV UT 8" PVC (S)=10.5 COMPLIANCE WITH APPLICABLE LAWS AND PERMIT REQUIREMENTS. SUMP=8.50 h GRAPHIC SCALE o <C_ �_�_ % �-- o � . . . . . � . � zo o �o ao no %.. � � . . . . � . „ __, � _._,�-,-._ b`3-z-i -� d DA 7E' �a ( W FEET ) THIS APPROVAL 'MLL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. l _ 1 inch = 20 ft� � IV ... . . . _ . � . . . . . . . .. � � . . . T - ❑ STORM DRAINAGE CONS.RUCTfON NOTES \. \\�.\ ` _n.,\ \` fi... :...y\\ . . y�` � � `�,� ��' `.� 1. INSTALL TYPE I GB SEE DETAIL � , . � . \ .. ` ` . 1 `. � :. � C�� � . . 'a__>. . . . . �...:,. . �._�:u.__._,.__ . -..- � � 2. INSTALL INLET STRUCTURE PER DETAiL C14 �� _ WSTALL TWO 54' LENGTHS OF 8" PVG� �RER'S WAY � � Ot00 PIPES 5=0.0028 '/, . . . : : , b _... r' .-. . � . ig . 0 _ 3. INSTALL YARD DRAW� PER DETAIL .-. . . C� � �.. . h � '� � ' -�' �°�'. " � 4. CONS'iRUCT ftAIN GARDEN W1TH �� . A3 . � � 480 SF BOTTOM AREA PER DETAILS �n BOTT6M ELEV=10J0 C11 � -5 �....� ...... ,� � .: � � . �. : I 5. NSTRUCT RAIN TH � . CO GARDEN �M SF BOTT A.1 i� 275 OM AR A PER DETAILS E oM = Cgg 80Tf ELEV 10.88 � . 6. CONSTf2UCT RAIN GARDEN WITH �2 �. 76 SP 80TTOM AREA PER DETAILS �� � _ C11 �� � OTTOM ELEV-1 .44 �'-- ��- _ _ _ .�__ B 1 . , .c--......_.:.�_.__ �-__._...:..'.��...�._ . . � �,a,� �''` � i' ,ij i�. 7. CONSTRUCT�RAIN GARDEN 1NITH � .�°�7 � ��` '' ' S Y"�` _- 136 SF BOTTOM AREA PER DETAILS ' . , � �" _� eorroM ��Ev=ii.aa C11 9 � �ia����,j(� 8. INSTALL 12 LF 8" PVC PIPE UNDER t�EW 1MALI{. 6EVEL r d ENDS OF PIPES TO MATCH Fl11 SLOPES. . . ' ��lli�iir'. �, . i r 9 i� � . ` � �� 9. 1NSTALL 66' FEET OF 10" PVC S=0.Q227 '/,. ,4RBv90R � 1 � � OUTFALL 141TH 9/2 CY 3" TO 8" f�UARRY SPlaLLS. � � , 1, � f j � � . . ,� � �'��f �F 70. ]NSTALL 113 LF 12° PVC 5=LEVEL ��1 �� 11. INSTALL 734 LF 12" PVC 5=0.Q050 '/, � � i� �'� ' 12. WSTALL 76 L� 72" P4'C S=LE�EL � � � 1� I ,j`�{,� �ni 13. IN5TALL 98 L� 12" PVC S=0A064 '/, � �� � ",1i0. �J� .. � . - -- . � 9� .: 14. N07 USED . � ', 75. INSTALL 6" PERFORATED FOOl1tdG DRAiN . I� ARDUNO�PERIMETER OF FDUNDA�IOPI. TIE PIPE � � TO CATCH BASIN OR YARD DRAINS. SEE DETAIL. C�.O � i' �. 16. INSTALL 77 LF 8" PVC PiPE FOR Y�RD DRAIN dc 71E TO ROOF DRAIN SYSTEM, YARp DRAIN STRUCTURE M,4Y BE � ' PVC NYLOPLAST W/ 8"A CI SLOTfED GRA7E. SE� DETAI C11 � �'�� � 17.INSTALL ]82 LF 8" PVC ROOF DRAIN. ADJUST SLOFE TO ; � DRAIN TO OITCH. MIiJ SLOPE = 0.0050 �/,. lNSTALL � ---- - - " - ---- -�- - -- CLEANOUTS AT ANGLE POINTS AiJD "T'S" PER DETAIL 9� . :' MATCHING ROOF DRAIN PIPE SIZE. G11 � o- � i X � �� � 98. FOR SEDIA�EN7Al10N TRAP � 1 . s � � CONS7RUCTION REQUIftEMENTS SEE DETAIL �i� � ai � �`� ���� 19. CONTRACTOR TO IMPORT @c COMPACT S7RUCTURAL FlLL �� i � : FROM THE S7i�IPPED BEARING SOIL TO THE 80TfOM OF � � ;� FOO7ING ELEVA710N5 SHOWN ON THE STRUCTUftAL � � ' FOUNDATION PLAN. THE SHOULDER OF S7RUCTURAL ' ti. � � FOUNDATION FlLL SHALL SE PL�,CED TO A WIDTH OF 5 FT � OUTSIDE THE EDGE OF CONCRETE F007iNGS: N07 BUILDING � 13.40 LINES. FlLL SLOPES BEYOND Tf-!E SHOULDER MAX SLOPE � 1.17 ' i: L FlLL OUTSIDE THE LIA�ITS OF �-If STRUCiURAL FlLL � i�� � �i .� MAY BE UNCLASSIFlED BULK EXCAVA'f10N SOiL C0�9PACiED I TO 929, OF PROCTOR. BACKFILL UNDER PAVING AND � ` �' SIDEWALK SHALL 8E COMPACTED TO 95q OF PROC70R: � _� � � I � 20. INSTALL 8" PVC ROOF �RAIN. TiE T0 C,4TCH BASIN i i CLOSEST TO ROOF LEADER: DO AIOT 1tE ROOF pRPeINS FO � ` FOpTING DRAINS. � i I, i 1�" * ' 2 00 i < � , E s I' � , i = � ,c. , _ �; � � _. , 3� .�_ �Y.. EI, �_ . .X - ' . . . � � r" s:..w � . i .. I'. . �� . M i4 � � � � t ,� � li �i , ► � � , , ,, � .�o- � a �� i i� � i' i, � r , �i 1 �; j i' �- �i �i`;� _._._.__.. �:...;}.:.� � . J ' � � e � - 1� �! � j' �.it � ,. li a� �. , i:, r I e . �' 1 -^� �� al.. � . n 1 R/W �: } R/W s ; � 30' '; Ei 3Q' ' , . � i � � _ t_ . a t , � _ _ _ r� �� , > �. ,a ' , � ; �� : . �1 i' . . � � 4���� F �� � � � ��� � � E � �' ' � ., ' fl , � � � � 1 r ;,,, � '; ' � � � � � 1 ' � � � � , � ' � � %, � i;, S #� . 1 e , .y� � � -.}. � � � ! i I' 9 r � .i. -�F �i I � 4� . . i � � � ' � jj � j � � � ' i � �i ��� �i� : �,a i r � � i i � { � ;� � ° i ��, ah��' g . s'x �� . �g � ..� r� � I d,�Y . [:.^ d.3�". _ �ri'J, a'i �', r,- . Y°'�` (i � 3-I�00 . j � r ""';�: '� �<a � �. ,�. . I F; , :• �.. ":'�,. �� ` ` . : .. ;, . :�,.'-' . �i & � �i . ' i;�"g I--S . �r(;; < < ... . 1 � �� `k > :. . 'i � ,.�: + <i i I � � € �� .. ��� .. i �.�: � � ..J. f �.� �t � . 4 f �. V ��= 4'• ' � x' � ���7 . i.,, . ,_. , ��I� � � �.� �� ��� � �I �I � � � � � � i� 21. INSTALL 15 LF 8" PVC P1PE UNDER N�W WA�K. BEVcL � i� ' ENDS 0� PIPES TO PAATCH FlLL SLQPES. 1 6� I I �` i� 22. INSTALL 48 LF 6" PERF PVC S= LEVEL . c� i; { �I 23. INSTAIL 20 LF �" PVC S=0.0100'/, � � i� � �C ;I . � �� 24. INSTALL 20 LF 6" PERF PVC S= LEVEL 11.03 �! 25. JNSTALL 20 LF 8" PVC S= 4.0100 `/, a - r f � _� ° ° ,i i� 26. CONTRAGTOR TO EXCAVATE UTILITY TRENCH. N � t� � i v� 4- ;� �p p ��' Nj� ii CB #1 TYf'E I/W BEEHIVE GRATE C0 #2��..TYPE ijiN� 6£EHIVE GRA7E %o Y' > o� 'i STA: 2+25.87 STA: 3+38.97 c� '� ',j :; . 01 � ' OFFSET: 104.50R . O�FSET: 504.5QR � �� .� i� p � RIM=17.20 � � � RlM=41.20 �. : .. `� i. � INV OUT 12" PVC (S)=8.50 INY !iV 12'� PVC (Nj=8.50 SUMP=6.5Q INV OUT 12` PVC (SE)=8.50 SUPAP=6:50 CB #3 TYPE'i/W BEEHIVE GRAIE CB j�4 TYPE I/W BEEHlVE GRAiE STA: 4+44.8 STA: 5+20.�1 OFFSET: 28.50R OFFSET: 28.SOR RIM=10.50 RIM=10.50 � INV IN 12" PVC (NW}=7.83 . . INV OUT. 12" PVC �(N)=7.83 yp #2 INV IN 12" PVC (S)=7.83 SUMP=5.83 STA: 4+88.32 SUMP=5.63 OFFSET: 293.17 R RIM=14.26 CB #5 TYPE l/W BEEHIVE GRATE CB /(6 't'YPE i/W QEEHlVE GRATE INV OUT S" PVC (W)=10.00 STA: 13+11.38 STA: 11+69.93 SUMP=8.00 OFFSET: 588.14 OFFSET: 586.62 � RIM=17.94 RIM=11.94 INV IN 6` PERF PVC (E)=9J0 iNV EN 6° PERF PVC E)=9.70 INV OUT 10" PVC (S)=9.70 INV OUT 70" PVC (5�=9.70 SUMP=7.40 SUMP=7.40 � I � . ARCH ITc.CTU RE . � � I �� 1�4 1 LaRe Washin ton Bivd. NE Surte 320 -� OQ g , � Kirkland: � WA 98033 � p 425 828 8948 ��€ 425 S28 906 7 ��� 1�, ,��. �y �� �A$���� ����� � ��',i, � . F� � � � m � � �2e902a 7��� ��e ��/A�,/o� or# � r � T n� I � Arlac�Pt�s �antpus . Date: 07/13/2QOg Projeci No. 4'7fl$4a �P��: . . .�1� .. ��������� . . ��� �������� STOR I � E Ii�� ����'!�� ��� ������� 5heet No. _ _ _ _ ___ _ _ _ _ - ._ _ __ _ �„� .�. ,_. __ _ ; , � �, . , , �r , � '; � ��„ � � - �--��--/ �-- s -��--/� � ' -- � . �;' i�i! ' �STORM DRAINAGE CONSTRUCTIOEV NOTES� I , � � � i i e �i n..��� � � � i i I �+ � !^'� , ' . ' � � ' � � e � � 3tOG ,. . , . : � :� .. , . .. � . . .. :. . .� . � . .. -� .. . . . . � I - ��� g� . � '. �..�.. ;`,', � ;, .. _ ',: .I. . .. . ;_;.�"� 1 � . .. -�.� ,. . i � � . t . (� �`� . . i � � � t- - � .. � � # t. tNSTALL nPE i CB SEE pETA3L . 4 � , �10 � � s i � i '� ! i e , � -�''- .� � � � : �� . . � .. � x� � _,� � � _-_�� _ . ' � . � � 1 � �. . . � � . . �` ; . . . . � . . ,: r : � � 'Q � � � r � � � i i i � i - I U j i / \ A3 � o i A3 � /� i �, 2. INSTALL lNLET STRUCTURE PER DETFlIL ��� ! � � � � � ,- - �� � � c - � �. �� INSTALL 14V0 54' LENGTHS OF 8" PVC�� � I .. .. . . , � � . .. ., ,. ; `; ; y , . , � � ... �._ ' ._ -: . � ..,:� : � � . , - �<. � � j .e� . � 12.90 I -. - I � i � I� - - -� - - -� ; � � � 6, I � � PIPES 5=0.002$ '�� . . li , � ;�' ,-r � / 1 � � / � . � ; �i � ; ' I i � i i L__ � i � � i i �:_ � 1 ,, I �. 3. INSTALL YARD QRAIN PER DETAIL� � �,� i i 73.04 � � i i 12.06 � i i � i � � � ,. q , , -� , : 1 ... . i � . . . . � ' . . . . � � ; 4 . � ,' � .. . �. � � I � ���a'` � �.. � I I . t � _ _� i � I I � � .�. . � ( � ; . I � � . - � I . ... ... . . . . .. , i ' �� :' .._� ' __. �._.. _- _ __ _'_'___' �'-_-_ __ _ _ _'_'-_ __ _ � � . . . � A� . . --"--'"-r----- ------------------------1-�- � "��- - � � --?�cc -` - , � 4. CONSTRUCT RlaIN GARDEN'M7H k ? � � � � PER D Y; �. ' '� � ---------------'' i i i i ti � BOTT =10 70 E I -e-,-- 73.40 � -�� �--� i i' s #' s � � I � i � �O OM BOE OM AREA TAtLS ig � " � ` �, ----------..e�-----12-"-"'- - � 13.40 ° � ' , -- . . ��_m...:�-.. . � . . CB 2 i `y i 11.03 , ----------------------------13--------------------' i � � � �fe, '/'�I-'� i � i� 4 1 � �'' ���I'��� 'ii ,i, \ / ' 1 5. PER DET,41L ; , ----'----_'-------- � CONSTR CT RAM GARD �1 ' � -------13---------- � , y~_� - �_ 3 i n:.. j U EN WITH ,� -. ,. i . ._._�� _._.. ....._. ...._. __ __��_ . . ° � .. . ., . BOTTOM ELEV=1D.88 � �� � 1324 OQ > 1:� y., ; :� ___-_-o�__m._<-e i � � � N� � � 275 SF �OT70M AREA S , � - � '--�_"--- 13.52 ° � + i i �ao � Q� ��1 13.40 12.20 � � 12.20 13.40 '� r� -_ 1.40 11JO 53 � � 11. 0 12.90 � � o r�°i _� o � : � . � � I . ,,,,.•- . .. . 6 . = t / ___________________ ° 12.90 " ��� ��� � � ---14'"'s_"_""" :� . . . E AIL , � � �s.�.� �_�����- . I � � � N,.� . o cfO.i 76NSFRBOTTDMI AREA PEER D�T S A2 ', � s .._ _ . _ . -� t . . m-- m. 12.4 �• '� �!,i ;i o,� BOTfOM ELEV=11.44 � � C1�� . . m�ose���s� � s vm��s_� p CULVERT I i r�.-- --------�� ° 13.04 � 12.06 -04� v � S ��. � � � � i � 13.00 � � 11.50 7. CONSTRUCT RAIN GARDEN WIiH � � ��,,. �10.30 � � � � - � � - . . �� � .� ° � / � � /���\ . � , � � . I � � � � � � � . � � � �. .� � � � „ j � ,��?�' 136� SF BOTTOM AREA PER DETAILS � ' s � �� ,��� � t�` i i 12. 0 �. s' 11.00 !�} y F l� ;' '�_.._�__._.._�15---....__.� `\ . `�� ^ °_� � �� ATB A�NG ( : BOTTOM ELEV=11.44 C1� � ` � , , , I , � is.�5 � x, > � . , .�s - -1- - � } , � - ; � . > � rz.2s ---- ,_ € � ,, ♦ a.. p � 12.85 I a, � }. i � 8. INSTALL i2 LF 8" PVC PIPE UNDER NEW WALK. BEVEL � � I ENDS OF PIPES TO MATCH FILL SLOPES. I ' ♦ > � ^ � 13.55 � 13.00 12. i �'� ' ' t r i 15.25 0 • '�;- � � �` i A i 12. g@ a � Z 10.98 !; : � ( 13.40 ` .. 5 ''.. � �{. i o . �. p . .,M . . 1 Q �` �np . � . > � . e ! \ � f �-:_�_�..e�_ 1. _ � . __ `CZ � � ' _ � I . � . ! e 1-� ' ''_ ' . i � � ., o. � ° . e- � � o I. , � . Q' \ � - ,r.- n - . , °_ i -�.i� .w /�. . � i m � � 11 ( ' � j . I , . . . . . . . . a , < � � ¢.r ; e yl a � _ ,. o I o ° j . �` ;a '> o.. �°�'� �`^.. �' a� Sp � 'C i � 5 i � �I t ,:- ' ._. . , , p � ' 13.56 ,� ;a ;( � �' i �. � � �` � <.� ° &_. �- . >% 13`� t . a � ,a _-s��- _�;------- � � a � „ , > < � , > < <� � o � , _ _w_m_oo e ., - ,, .<. a . " D ° . > � \ � a 16 . e ' p , ' , , 12.5 ` _ ,,:..\ I i 1 C . . e X , � � -, � j�. D "y�� 'p e / /� . ' 1 ..'�O . � � , 11.14 1 _.. �. �" �i . °, � .._.. . : / ; ,� ,, 1t.75 ° � � � � ° 14.55 � \ � � �� -- - - e g; �, , � � -, � � ti °n /. , . 14.40 14.30 ° i ^-, ° " ^ `a , ° J / D S � �� �� � ° ' � i� 4 ��i ,. t ,,:.. i � 15.90 15.40 , c �,e � q ��� / 7.86 8 1 „ -^ - � ,: , . (`�, . 1 . � , 1. � ': . } � ' � . .> . .. . ' a . ' ' . � �a. . ' �.. ,l . a A:.. I ➢.i . . ..+ C ! : :i � . . .. . .. G€3�VER7 � � 13.55 � % ° > D '-� 0 G + � � � D� � r �! � �i €{ t, � 1-�---� / d; o; �� \ o � m e m e e �, II I:E.�10.36 € � � 1 > o \� - �q� � + ; ; o . . ��.°:i I.E.=12.5D .� - � 5 . � . � � \ a�e � ' n . � . I! . p e � p ,. . �. � �.n .o �. .' . � i.. . . . .. . a a , , , ,, n `� . '^ � ""� � . � ; � �. ' . � ' � ' s A. ° `' ' ° ' /" ° . o � c � � a �°� a ' / i � . . . . ,.,,. . ' ,, ; ,; '� : � , - ` � �,.��. � � .. . . �.y-- . . . �. .>. � a'e P �� � 14.70 � ,�b .; i � . � �. . . . . ..i�� , C. :� ` 1. :. ,,. �., , .. � / . . Ia '� 1 D - ,, p . � . , � �-_�, a . p . � ���p l , � . � �� � � '` � .� ,�. � �. s ���CU�VERT ; , - t:.; . <- , � . �� / . .. .f: - . �' 4' . � � . >.�,� � � 4 14.20 � . .. ' � ' 1 �� �� " ' :. , +s . ' _ D ,e� n : s , , - .. ., . �. � 1; , '. � f'.E.=10.4� .. , , ,- � � � . \ _ . . P e �;� � e � . . � � , a . � i, � 11.76 I.. I t� r'. , � �. r /r , s / . a ; � � , , ' ' I� y � �,�,�t5,,,���� I.E.-1a.20 LE.=11.60 >` ��� SS D � ' LE.-73.00 � ' 13.44 2J0 ; . ;� : ?=: i ' . :� ; ' ., \ , . ,. � . ,;.. i �,_.� r.�e.�...����.. . . . 14.70 RD � .� / � °,� 13.94 �. . ' ' 1 44 2 0 2 , � , � �.. � � . 1 /f��. i d /'`r/ e° / .. I . 10.93 � ,F1 _ i 1 . � r'� , 12. 4 +�_' ' + � 9. IPlSTALL 66' FEEL OF 70"^ PVC S=O.Q227 '/,. ARM90R �i ,i .. !. ;. �21 �, '.,� . . . ,� ;. �. . �j .. � � � ,.' � 14.20 FD FD � PD F � >� .. � � .. �:Fp ". ,p . e � . ,. ; . ' , '.-'2� � � 1 . 4 ' � � _ ., . � . � OUTFALL WITH 1 2� CY 3 TO S" QUARRY SPALLS � .. � I��' ; � �� � s , 7 .�. 11.75 � i r ; I i . .. � �� � ... . 15 � � ��� . S .. . i i � . � . . � . . . ��. �_ .. ii J,...:� ". . � � . � � .. � . � k__..�,. � e 1 ,:! . .se' I � � � � � . � y. i � , � , . i � Ii �' . , . ; �. I � � . � � � � � �� � / . . ` .0 74J0 ��. � .� � � � �� i . � .�.... i , ... i , CB 't i. . . 10. INSTALL 113 LF 12" PVC S=LEVEL . . y � �� `� � a � i �� � { �� i ; 11_ INSTALL 134 LF 12" PVC S=0.0050 'f, �� � ' � � � � . i . .. �` . i � ;'. ` �`- .. � �.. 14.66 �< 7 4J0 � i i a i i � . . . . � . � �•o. �'' . '� 1�.� �� . . � � � � � 14.66 / -> I p � 1 1 ���...... . � � . � � , l� �� I i �` 14.22 13.80 � 14.60 � 13.94 p1 S�� � I� � F ' ' E; � a % . �. . _ . . _. . --, , � ` f �.. .. �, .. ❑ 1 0 AiB .� � � i �I � I ' ,...., . 1 .;. � I��. � � 12. INSTALL 76 LF 12' PVC S=LEVEL k . � � � � -.� � . t Ai� �1 ,,� ( 13. INSTALL 98 LF 12" PVC S=0.0064 °/, �� r23 �0 � � CU�VERT � �' .5 � � ... . . . � � " . � .. - - 15 PAVING BC > � .: �� 1 � p �I � i� �' � ! �� ii �I � .' �j� .. . �, �. I.E.�i0.55 � .. . . . :��� 74.70 i � �� � 17 ' � a .�� �� � A� � tl � i 12.34 � i �' A� j ',. `, 14.�N0T USED ��I . .�, . 50, �� � . ���...13.60 � 13.�� I � � 13.&4 �:�. . . '.-� �:8 �.� �� .o > ,p . a .' � � i. �� � y � � � ..i � i � �. �' 15. INSTALL 6" PERFORATED FOOTIfdG DRAIN � � z, R Y� �� � � � . . . � � � � , � � I p � � � ---.---- - -- - � _> _ _ � � i i � R�W , AROUND PERIMETER OF FOUNDATION. 11E PIPE d � � i � � � � - ,� -- i � i � � �,� � � � � � � �,. ��� �� a � � c�y � � � � �, 30� � � TO CATCH BASIN OR YARD DRAINS. SEE DETAIL �v1O � 1 1 '; _E-:- " � �. � . ' n . n .. � D I � � 1 . ,�� i2.iD I I ' � �'. �� � � �j � � '>"'� '�� ( � NCTA � � � i � 14J0 � � � � � � � � NCTA BLDG � 14.70 � .�s� .. �: � ". � >� � �� d� � I � 16. INSTAl1 77 LF 8" PVC P1PE FOR� YARD � DRAIN & T1E TO � I � � � � ' � � ��, STORAGE e , � � � 14.56 ' � � ,' PFE=14.7Q 14.66 � � � � � p °" � - � � < � � ,r ,� ; � � � � � � � � s � � . _� "1 � ROOF DRAIN SYSTEM. YARD DRAISV STRUCTURE ARAY BE � �� � � ; � � BLDG � � � / � 14.26 - .> ` > �. � i � � � � � i �2 #--� ' '� PVC NYLOPLAST W/ 8"0 Ci 5l�OTTED GRATE. SEE DETAI � � �� �� �E=�a.io a �� ia.�o� � � � � :p � � � � s > ���i � � � ��� �� � � � � ` ��.08 ,. C11 � . . ':. . .. '', ..... � .. .. , o. �� 14.66 � -f� , 5 � � 1 ��� .� I i .�63 �� i I.� � �i � �EkIS NG`.}{�'� 17. IDRAN�TO DI CHB�PVC ROOF D0�050DJUS�SLOPE TO �,I , ,, �� � 94J6 � 2 � �� GU R E� N SLO E /.. 5 ALl E+ � � 14.66 T' i; � c P� r � CLEANOUTS AT ANGLE POINTS AN� "T'S" PER DETAIL II ; � "' � ., � �` e `a I.E.=13.00 < � i � � i ' ..-" � {`o : ° y.�� MATCHiNG ROOF DRAIN PIPE SIZE. �11 ^ , ,` � i4.50 � ❑ i , � e '`~l � �_ � � � i ' . . , .. � �. �: . . . � � i . t � � � . , � � . 19 ... . .. a i�i �. � o _� . ' o s... . 18. FOR SEDIMENTATION TRAP (; '�' ;` ¢� `n �� �. : � ' ; `` . o ;� � i � i ��. . � 14.70 ' � � , -�! � �; � ' . �` F � �.�� 10.96 CONSTRUCl10N REQUIREPAENTS SEE DETAIL� �'�� ' ��, ' i � '' { i\ �/ , ;� _--!°. � � , � I i . �� .. _ " , ` � q i � o - _ - ` ° ,- `� s , - ; ,ri 19, CONIRACTOR T0 IMPORT & COMPACT S7RUCTl1RAL Fli1 � ; , r ��� � , �. � � `' ,� . ' i i p FROM THE STRIPPE� BEARING SOIL TO THE 60TTOM OF . 94 O i A. 9 ��.82 FOOIING ELEVAl10NS SHOWN ON THE SIRUCTURAC� . . , r,.. � ,r, ' '',. . ��;.. . I � . �. � . . 7 �. . � 14.10 . . . s '. �. . .- . � 14.70 14.70 , �d.`� � ;" � % �:,;�� � � . 10.32 FOUNDATIQN PLAN. lYE SHOULDER OF STF2UCIUR,4L �' � , ;� I 13.60 & 14.06 13.58 <, . , � , 14.66 14.20 ' �. 10 `' c , :' . � CB D ' FOUNDATION FILL SHALL BE PLACED TO A YdIDTH OF 5 FT ,� I �'; I, , - e� � 13.02 1.t `� i ;' , 7.60 , -e i � 4' UTSIDE THE EDC�E OF CONi,RETc FOOTINGSc PdOT BUILDINiU !S ;� , r `: ' I ' Od ' 14.60 fl SS .. � ' ; , D L�INES: FILL SLOPES BEYOND THE 5S10ULJEft M.4X SL6RE � � � '� � � ' �� ` .'���' � ' i � � .' � �� � � � � � � � / � r �:' \ ,` % � � , � 1:1. FlLL OUTSIDE� lNE LIMITS OF THE STRUCiURliL FILL � '� � v' � '. 14.10 1��" o eea` 13.82 0 ' S � � ' � ^`, m<� t MAY BE UNCLASSiFlED BULK EXCA�/,4110N SOII COMPRCTED #� e' � I x X 13.60 �� ` 13.18 � ae � �. W S ; � � � 12.84 �� m � 11.00 TO 929; OF PROC70R. @ACK�7Ll. UNDER P,4V�NG AND I ; y , � � i- +,,` e >: o Fp �� , I.E.=1 �.55 , n � � � 12.70 12.34 � . 10.50 SIDEWAL4C SNALL BE COMPACiED T0 95% OF PROCTQR. ,, • � :t <'' I � 14.70 ti LE.=19.3 � FD�''-- , LE.=12.30 ' ; � i i ' r B i` r I . �, ���� ':. , �: € ,"• ' .. r�,. � . � 't � . . � 14.20 � � ' � �� 14.45 . � w � . .�; : s,. : i: ! � � . . � � � � : < . , ; u x � > � ` 15 � � , � , t ; � ° ,f � 20. INSTALL 8" PVC ROOF DRAlN. TIE TO CATCH BASiN I ! � o / �,.,. 5 R �,. , r; � � y � j i�' � CLOSES7 T0 ROOF LEADER. D0 NOT T1E ROOF DRAINS TO '22 09 ,` `, � I ` � � � j F� � < e • � f ; ; A` cn ° ;- � a p e. � FD�.""eo' �' �.p � s. � I',. : �"te C 11.50 o V7 FOOi1NG DRAINS Ili D 13.94 13.84 q , - I.E.=9.7fl c' e,m� j::. � ' 3. 0 y I �' ;�c� 11.00 � 29. INSTALL 15 LF 8 PVC PIPE UNDER NEW WALK. BE ! , , .< LL,� ` ,'l ai �, I X. �3.50 D � 13.44 14-- 13.34 ^. s.s -Q a m<� e..e f e i c. � � VEL -------- .. __. : _ � � < . _ - 0 MATCH FiLL SL , ;' r i � ` i � p . .�. .wf� . .-, . � .. . . . . ._.., .-_� � �.,�e�E. ..� . . . . . .. . . �,. : ��. � �^ � � . . .. 1.00 �, I '� � ENDS OF PIPES T OPES. , - . � e :,. ' : a � , ; `� ' � i 'STATION 5+76.93 R AVENUE _ �j !',. . I � . . . ° op . D. . . . . . . � . . ...��R .. . . :. .� . , . . � ';. . . ./. . . . . . . . . ♦ L. ti.��. . "' �. .. . . � . . . I � � .J _ i . c::. � ., F ; rSTAT10N 0+0.0 FIRE LANE _ �3 i, 4, a � � >" ,n_ ._,. _, .. _. .. c., .._,.._ i s a 22. INSTALL 48 LF 6" PERF PVC S-'LEYEi. I ,;w , . . , �.� _. ... . � `. ;� � , �l� � `', � 1�. . . . . ;x W a ° W � W- W � �N 'N W W ,' , W ,,_.�..o_� � ; � ",+ ATB PA G 13 Yfv �' ; o� :' ' bi'. ',. 14� p o W 1 I W W W� �a�_m �- � W 'p7; � 4 i. CUL-DE-SA� �:.. 23. INSTALL 20 lF 8" PVC 5=0.0100'/� I �' ` t : �ti� � � M 13.24 ..-��D a . .p�: .,,+,y�i .. . � tl`�.. �. . "'t._ ,�. . � ��,,��� MqDE . . p.� �s.,�� �� � �i '�" . � �O j(7i . �i.. f ;7 , � � . .. '". 1 '. � � ., � _ . � . . . I . !i o � " " . ' .., .... +t---,-- - p � 93.74 -�.a -I.. . . ...-. � .. -� .....; -'" � PAVIN6 . � - � 3 � - L�2 � �. � <� - -+�-`-` -' -.., �.,� � � - � - 24. INSTALL 20 LF 6' PERF PVC S= LEVEL . . :�.o : _ �� . �. .. >,.. � I v . �- � 1 .24 � . 12.94� � .. . 1 . .. "`_... ."� +,,-13' a 12.94 rn :.;: . � 93.10 �- ;-�� �. � ��;. T12.50 ,- a � \... � � . . . ; vr ,.,, � ,.. ,,. � � e . > Q -- . ..� . . �. � 92.44 � � . Q 3.36 ��. '� �„�.� � . . . . ��� 12.44 1 . 1 .6 � :.:".. i . p ...�. �� � �� . . : � � � -� � .���: , '. � : ' . i o . ' . � . . . � � � � ,.�. . _ , � � � . . . . . . . � � . . . . , -` ,y -' _. _. ._ 13.00 � 1 .0 r-t : 25. INSTALL 20 LF 8" PVC S= 0.0700 '/, . -.w. I CB _.. _ �. -- Cg �. - . i ; `y ^---- 26. TRACT R EXCAVATE UTtIJ ENCH. � -' - ^--- . ' * � s --�-72-___ ---�-------�--� j t_^.^-.--..--'^ . . 7 I - -� .� > �I . > a .-� �{ >.. �, �� TY lFt� ..�_..---� ,' ��_---m_m�"� �__"__m.. � ;, ,' ,: �,' ( ., 0 74 . a i � °� '' ° 1;->,s ��, 12.00 � t�x ---�- ' -----------�-' 24 . t'.A110 4 , I CON 0 TO ...22 ..___ .. _.__.._. 13.24 __... . .__.. ._..... ... ..__._ --- i -_} --I_.___'--�--_. __.__ . n.` . �� , t750 � � :...., . , ; I � �i � . . . \ � _ j . � _ - 1� . ,� ( 1 P 00 �__� . _ _ . _ . __... _ - , -.: � ' . . .. . iF. .. . . . . . . : . . . . .. .. . . .. . .. . .. . ... . . . . . � .. 3E if-� . . . . .. . . x-. . . . . .. . ... . _-••_-__�_ ,-. -.,-«_:..�--_� . �� .. _ .. ..,_ , ....c_ _ , �,....� :_. ._ . � .__.. � ._..._.:_ ._., ,�-._.. ..,_.. _ _ yira..�,. _:, _ .:._. ..--��---.___ i. , .. . __._ __. .. ., ;_ . .. _ .._t�}- .__ . . 5 � . ., � . ` . 'E..,` . . . . � . � 3F-- � --3�--� . - � �' - _ _; _ ._ _ - -�NR QF.A1H_ PAI�ING_ _ _ _ _ _ _ _ _ ... ._ ... . ___ _ - - - - �p � ,' ;; � _._. ___ 23 ?: _ _ _ _ _ ._ _ __ _ __ . _ � 11.50 � ; ':., :., :�;� � .... .��..�..�._ .. �-� ... .. _ .. .. _�....I.E.9.5Q .... .._......... _.... .... . .._... ,....... . . 25�....._.. ..... .... ..._ . ........ . .... ....... . ---..t._._.___11.00 .` "•,. f . � . .. , ' j . . .. .. . . . � .. . �+ W r o e � �� � < Q W i.e.=�o.so A2 A2 _ � .�,: , oz� LE.=9.50 I.E.=9.50 ` �i�5 f - :: . , � , , .,, . . .r� Q � . . . . . . ` � , M_, :, . , � � Q W 6s.00' = 38.00'-- � ; " _, `,, ,_ - -. _..._ .__ - , . . _ . bD t. �,'. , ; , ; : ,�. . �� .... . � � . - . _... . ...._ . ... __... .... o, ... . .: , � .._ .:... ...- � --'i i:�-:. _ ..._ .._. � __ .._._ ;__ __ �. - ___ . . � . . . . .. . .. .. . � , . . '_" "...._ ._ __ ....._ �.__ _ ___ ___ _ _ _._ . ._� ,.. � a : - "� I . .�: .. � �. . . . ... ___ r .. . _. o . .. . .. . . ,. . , ....��__. . .. .. . � t� � _ __ - _ _.� �_.. . � __ - N89'59'48"W � _ _ I � ]2 � � I �� � Fd 89°��4$" W � � . � . � _ . . . � � � 6t.�1.a04 ., ,. _ _. _ _ ,_ _ � . „ _ _ --- , - , - - - - _ � - - ` 1 4d.40' ', ' °' ..., , . _, �rao:oi ;.- 9.55 � GU�R , .` � (t�y'�-' � I � � � � .-.. � � �; ; II �, �� ', � , � >' � - � _� � � � FLOWUNE ___ __ .._ _ - i < , .,. .-- _ _ 'E ; r. _ i ;€ � ,. ,, __ .- ; � k f, t ,` ___� , � � ; ,.� , , „ l � .� §, ,� _ .- , �.:..; � _� ��Qf e !f/� ' t k�K . <d7 . 8}`:. . . . . . � ._. . . � . . . . .. . � _ 1 � ' � �� � ��� ,� CB /�7 TWE I/W BEEHIVE GRATE CB 2 TYPE I�id BEEHiVE G'RATE I v . .�- , � � / I - � . � - . . . � . . . . . � � . � STA: 2+25.87 STA: 3�t-38.97 � OFfSET: 104.50R OFFSET: 504.50R N R V OUT 12" PVC (S)=�.50 RNV iN 1Y" PVC (N}=8.50 Ili . � � � . � � � .. .. . � . .. . SUMP=6.50 INV OUT 12" PVC (SE)=8.50 I, rn.� . . . . .. I . . � � . . . . . . SUMP=6.50 .. N � ' . . � . . � � � .. . . � � . . � . . � � . .. . . CB /j3 TYPE I/W BEEHIVE GRATE CB #4 TYPE I/W BEEHIVE GRATE I� . . . � . . . . � . . � . . . STM: 4+44.8 STA: 5+20.81 � � "`' � � � � � � � � OFFSET: 28.50R OFFSET: 28.SDR Q � � . �� . . � .. . � . � . � RiM=10.50 � RIM=14.50 � ` INV IN 12" PVC (NW)=7.83 INV OUT 12" PVC (N)=7.83 < � � �� . �� . � : � � - � � THIS PLAN SHEET IS APPROVED FOR CONSTRUCTION IN ACCORDANCE WITH THE � . � �. � � INV IN 12"�PVC (5)=7.83 � SUMP=5.83 � � I rn CITY OF ANACORlES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE OF . � ��� �. � � � � � �� � �� . � � .�� � . � THE DESIGN 'MTH APPLICABLE LAWS IS THE SOLE RESPONSIBIIJIY OP THE SUMP=5.83 � . � . . � PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON THIS SHEEL CB /j5 TYPE i/W BEEHIVE GRATE CB �6 TYPE I/W �EEHIVE GRATE ACQUIRING, COMPLYING WITH, AND PROVIDWG MIl1GAilON FOR ALL FEDERAI, o STAiE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCLUDING BUT STA: 13+11.3� STA: 11+69.93 � NOT LIMITED TO iHE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMIT, OFFSET. 588.94 OFfSET. 588.62 3 STATE DEPARTMENT OF FlSHERIES ITYDRAULICS PERMlT, FEDERAL FLOOD PLAIN RIM=11.94 RIM=11.94 �� � �� � � � � � PERMITS, NATIONAL POLLUTANT DISCHARGE E�IMINAiION SYSTEM PERMITS IS � INV IN 6" PERF PVC (E)=9J0 INV IN 6" PERF PVG(E)=9J0 �� � � � � . � . � . . , . � �. �� � . � � . � � 1HE RESPONSIBILITY OF THE DEVELOPER, LANpOWNER, AND THEIR fNGINEER. . � INV OUT 10" �PVC. (S)=9J0 INV OUT 10" PVC (S)=s.�o .� � o . �� � - � . � � � � � �� � - � THE ISSUANCE OF 7HIS PERMIT SHALL NOT BE CONSiRUED AS PROOF OF � � � SUMP=7.40 . . � SUMP=7.40 '� COMPLIANCE W1TH APPLICABLE LAWS ANp PERMIT REQUIREMENTS. � CrRAPHlC SCAI,E SA#13+73.33 SA# 4+�8.32 � 20 o io zo w � �. OFFSET: 246.91 R OFFSET. 293.17 R l � . . . . .. ' � �,��� RIM=13.50 RIM=i4.26� � WV OUT 8� Pvc (s)=�o.s i�v ouT a' Pvc {w)=to:oo � ( trT r�T ) suMP=s.sa su�P=e.00 I THIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. I i 1 inch = 2Q Pt. � N� . . .. �. . . . . . . . ... . . .. . � i � ARCHtT�CTURE � 4070 Lake Washingten Bivd. NE, Suite 320 � Kirkland, WA98�33� � � p 425 828 8948 . f 425 828 9067 . C +���o� � S�a���.A �� �� @ ��A � �� � 2 � � �"�9R2� �° �� : az/2e(�9 rt � r � � 1 � � � � /A:i��oP$es �'�fe�pU$ n�e�: o�6s�/�oog Project No. Oi084s IDrawn' R.AH � � ��������� ��� �g�����°�'S �w���IY! ���'���� 1�A�9� ����'�� �L�17 (sou�'�) She�B Ido, •---�,. _. . ._ .__.__-'- .__. . . . ..._... ___ ___ - _ _ ._ _. . , � .�,. , ._. ....,. .�_.,�... ::_ ......�. ..,. ,. . .____ - .r,r _ .._ _ . .. _. _- . . ... . ' ;,. ;�� I � � . �. , ' . . .. . . . . . . .. . . � ... . ...,_.:...,__: __. _._ _,__ _.,.� ._.. ._ . ._ .. .... ..., ..:�.::...__.-... .. . . . I I�1 l- : � . � . . . . . �.�. . . .,.. . �. �.. . ���..:. . .. .. _.. _..... . . ... ... . ... ... . . .... . . _. .. . . . r . �.: .. IVSTRUGTOIV Q �S . .:. , �� .., ..�, - . , . . ... _.__..� .... ... ._ . _...._ .. _ . _ . _ ..... . ..... . ...: : ... ..... . .._...._ .. ._. . .. .. . . ... ... .._ ... . .. . . . � �- � . . .. _�.,_.:_,_...... ..._..__.._�___.._._.. .. _..__...__._.... .�._....�._._._ :,�.� �_.w._..__. _� ...--___ .._.._.,.�...._._.�..........,_.; _.___. .�. _.,....______�. __,.._. :_..__ SRNITARY SEWER GO . . : �. � . . . . - . . . , . . . . . . . . .. .� r x . +.. � `.._'�. � �.� �R �: `� \� � \ \ �. \ �� \ \ \ �. -v. .� ,� . t � . +, � �� � . ` k �' � `., ,F ', � ,. � , , . ,- , \ �' . � ,' . � ,, , _. � � . n � � . . . . . . . . . . -, . . ..., `., . . .'_'__ ,. . . i �': r, � ` ^4. .,. ,\. ,',. ti. \, � � ..,, ,. � ._ .,... �_., �\ •, � .� ,. '1 �\ \ . \ "�'�`-. . ;.., . ..� � � . �.;. � � � . . � � . � . . . . �.`, . � . ' . ., � ... � \ � ..: .� -. .,.., -., �. �, ��.., .., . \ _�,., � *S ., � �`.. �"..\'` .`,` � � \ � \ ., . . � . . . . , .. � � � � , �, � '. '\ , �`� �, , . �, �,, ,� �. � \ .,t ` � 1. CAST ►AANHOLE PER DET,41L A SHEEL �; � „ . _ ,. . , i. � , '� �. \, � �, ,, ,.\ . . .4 • .,�� � � � . �.\ � � � t,\. �� `; i -, ; , � . , � , . � .\ , ��` ,,'' �' \ . `. . �.... � . . , �. \ . � . �. . . `. " ; "''.. . ' . .,, �'. � . . �`�. . . . . �.°, . . ...... ,. . . . ,.�. . . .. .. .. . ... .. . i . .. a _,:_�. _ -____.__,._..�_� �, �.,__.�._-_ _ -_ . . ...� , .. �' ....,., �,, ��...,., . �. ... . .. , . .�:_z , _. _ �.;: .._.. _.. . . ..._ . .... .,:... ., . ... d .... ,-� _:_:_..___... >_.__,..._�__-__w_\,...._.:__�'�.._�..__ >___.v_._._ `i���.-,_� �._.. _. ,.. ... . _. . _ .._ .....� . . � �� . . . , ... . . .. . . . . . i�. �� k , . . , �_ w..___ _...._..,,�_ ._._.w,.,.> >.i,._.._\_.,.�__a..�..___�.,_ _.:.�v,_ .�e'� . z:_ - i f , 9 � 'I '; 2. INSTALL B" SSCQ PER DETAIL C�� '%Si T10N 90-4-00 SERF�IRER'S WAY = , �'`��j A�j /� �j(�W^�7 � +� -�" . � � TION 27t50,2 iJ AVENUE �:.Ji�t11' t9�B.:r� �.J 19 tl l ` � , � -- '\ /i �1 ;� STATION 0+4.99 R AVENUE = 3. INSTALL B" SS OUTFALL LlNE. Tl 0 SEWER AT . � .I � � -- - . � � � � � . � . . . . . � . . . . . , _' " y �" • �o ' ri _ .. _ STnTION t5+13.90 SEAFARER'S WAY EAST SIDE OF BUILDING: M!N SLOPE = 2.tJ0% . . . �. � �`. : ,-. �_ �.� _- � �. -- � ---.. ��_:�_�.�...,�..---�-`-� � , . � . �. ='r . � . . /� � n ': . � . . . . ..----- ` ----- .� --. _ � � � , . � � . Of 00 . A R �C � H 1 T E C T U R�� E . . . .'.. i� ��. i ._.„.�..__.__..�.v_w...>._.._.___.._._._..___.�.......,_.__..�._.___..._.. . .. . � . ._... _.__,-__._...__._._._--� _ ._.:___ ,._. .. , � _ . ._..__... _----..�. ..___.- -__..___--_...---__.____..___..._____.__-----------�.-.__ .___-_ .__________. _ . ., . _: � ,_-.. _ ____________.-----.___�---._�__.�__..__ ._----,�. --_.,_. __--__.._ __ ,._---._.,_ � .___----- -�------_. -----__ __----�.__...._ ..._._..__._ .�__,____.-----, PROVIDE 5SC0 Ai EACH AhGLE P INT AND A7 . .-., . .�.,, �. �. �,_.., ._. ,. . .... . �_...; ... . . _. ... .. ' �,�:. _ -;_ � �::�..- . ... . .. .. '� ... n . . . . . . .... _ .---- . - ....._. ..._.. ...... .. . .. ..._ . . _.. . •' . ..... �� . , .._ . ..._., . . ._. ....... .' . . - . .... � . - ,. .. � . . . � � j; o ', . _ .--- . ,�.:. . a - .. ,_.. ,. -. .. . .. .. o � 100 FT INiERVALS PER DETAI ,.' 4� . . . .,: I _ . . �..,- �:. : � ,,: ! J= 's, .�=-=-_,._... 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N �, � �, ,� � _ _ �' 4. INSTALL Tl'PE 1 SEWER MANHOI.S PER �ETAI Kirkland, WA98033 E� , `. , �- ` j � _ - � CONTRACTOR TO EXCAVA7E EXISIING SEINER C � � . . . . . �� ��.. . . .. ... � �... � '��.:. .. � . . .. ..... .: ' � . ` ���. �' � � � � ;�� '. � . ..- � . � � .. " , �._ u� ��` STUB & VERIFY THE INVERT ELEVATION. IF iE P 4258288948� f 4258289067 . � ' '� `� IS HIGHER THAN 0.3 FT OF PROPOSED DESIGN .. AqIC . .�. � ,. .. , � . . . � . . . . ,. ._,. . . . STA: 27��a.82 : � ` ' � THE CONIRACTOR SHALL NOTIFY THE ENGINEER. OFF5ET: : A00 R ., . �.: - , , ,::.., - e, _ ,.�_,..__:.. ._. _._-_ _ _ � ,, _ ° _ _. _ . . �<. ,� _ . .. � . .'� . , .. . " � . .. � �' . . � ` .�` ` 5 202 LF 8 PVC � 0 005 . , . _ . . _ . . ,: .'.. _ . . . . � . ., . . . . �. . . . . < _ , . . .. . � . � - : - .. . .. � r. - . . .. .. .... _ . - .... . . . .. .. ... . .`. . . .. .... . .... .. .. ,. .. < .� I . . � . . . 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ACQUIRING, COMPLYING WIIN, AND PROVIDING MI'fiGAl10N FOR ALL FEDERAL, OF ANACOR7ES RRE DEPARIMENT STANDARDS. . a � �� � � � � �� � � � STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCWDWG BUT � � ��� ���o��� ���� � o . � �� � NOT LJMITED TO 7HE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMIT, � t � . � � � - �� STATE DEPARTMENT OF FISNERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAW . .2. IOCATION� Of FIRE LINE IS APPROXIMAiE. . ������� 3 � � � �' � � � � PERMITS, NAl10NAL POLLUTANT DISCHARGE ELIMINATION SYS-fEM PERMITS IS CONTRACTOR SHALL. VERIFY BEFORE SAW .. � � � � � . � � � . � . � � � � THE RESPONSIBILITY OF lHE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. .. � � WTl1NG R AVENUE FOR WATER LfNE EXTENTION. . � � � � . Q � � ; � � " � � . . � � - . � THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF � . � � . � . � � n . . ,, . . . COMPLIANCE WITH APPLICABLE LAWS AND PERMIT REQUIREMENTS. .. � GRAPHIC SCALE o xo o w za �o �� ��g, Sheet Na. j �/,� � ' N G-trj c'"b.'7� .o� �, _ � DAlE � ���T � THIS APPROVAL W1LL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. l ! inch = 20 ft. � �i . . � . ,. ���. , . � . � � � � � . .. . . . . .. . .._ _ . ._. .. . . . . _. . _ .. . _. . . .. _ .._. . ._ . _ . . . . ... . _ : . . ... . " � :. ; � ' b "' i I 4 �/--�_/-�.�_ ' ! ... � �SANITARY SEWER CONSTRUCTION �fOTES• ; � � > ( t _ ' � f 3�Ofi . ' > . u.�.-: i, � ` , . .�� � . ,' � � .. � � � � .. . � ` � ; ' L� CAST MANHOLE PEft� DETAIL A � SHEET. .� . . . i �: � �. � � � � ; � � �� � � ��� � � 4 � , � � � � � � � � ,� a �� �� �. �,� .I � � �4 � � � �� � ��„`�` j i i i -\ _ i � � 2. INSTALL 8° SSCO PER DE7AiL � , . , � C1� {_ k � 4� �� �� � , . r'X �� ,� � �!. 1ji' ,, I � � -- � i i �� ��i i � � 3. INSTALI 8" SS OUTFALL LNE. 71 0 SE�7ER Ai . l: .. il - ,,` ' �.�� . ' . . � �����. . ,;. ; . �� � .� � . � � . � , �0 � . \� . . : � �o � � �, . . ;I � . EAST SIDE OP 9UILDING; PAIN SLOPE =.2A0%. I�, i ,, ° e .� --- - - --- -- --� I I° � i PROVIDE SSCO AT EACH i�NGLE P iNT AN6 AT 4, �i � k � I ^. . � i i � ��6 , � � i 100 FT iNTERVALS PER DETAI ' I� . .���� ?.. ,.�__: . ��- -----�------------� ---------�-�--- . .�� . i i� � � i i� i . � . � �. � � _ ' , � . . - -- i i i -- ... �. . . �.y . ...7 . .. �� .� __ � � � " - _ � � � �� � I � � � � � C11 � ( � � ' '-""' ------------------------- -- - �- 4. INSTALL TYPE i SEN1�R �AAhlNOLE�PER DETAI � � ;� � � , ,_ . __ _ � _ !( �' + Q STA: 3+6 � � � � � i � � \ I � CONTRACTOR TO EXCAVATE EXiSTING SEIb�R C1 � � ��.:� � '.. ,���.:� ' . ; . ` � ; ��. � �, � � . � OFF . � i _ J � �� P >;. - STLIB & VERIFY.iHE INVERT EIEVAl1dN. iF IE � . '� ; I . p � IRE HYDR T __ � / ! IS HIGHER PNAN 0.3 FT OF PROPOSED DESIGN �i; /� � ; � ' _ . _ _ . I _ __ __- i / ° I I I I I I I �SSEMBL P R _� � � ; 3 ^ p i hiE CONIRACTOR SHALL NOTlFY THE ENGINEER. 1 � i � DE ,� � � �,24 00 , � Y � � a� A �� PER DETAI�LC D �` o,n > � O• 5. 202 LF 8" PVC � 0.0050 '/. 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' i �FLAh'GES, TkiRUST 6LQCK, TO � � � �e 1 .a ': �-- n > . � . If . ,I ' ' I . . " � . .. �!; �� �� � t , E i . � d,' ' >' , a �c i � � `° M g '., ( ¢ � ;s : i ' 'i . 11E 8" DS �IftE L!P!E TO 5[. . , . . ., �k . ^:;. . . ° i�., a ..� . .. � > �- �, . ��� >� _ � . . �� �� �'� �`- :° � �`�-�--�. . _;' �-. . „ � � � �.. `�j' . � .. � .. . I€r , 3 � �" , , a , Is � � :, ', e � e �-, . &' . a-� a � i 135 LF �° DI g�jl�� N ' J_'.�1,-�� - - , , � i� ---_; ��_- ^.., ' EXISi1NG (6" OR 8") �IRE LIf�E. . � i��,.. .: Z £,; , ; , � , .. � : .p Q � a . 1/ � e: 1. e .. . . . . A � �� -'.D � � . I . . ° .. /� . p .° . .e .� =�O.Q1� �e_ �� 8�e�� � .. .. ... ^' ' �5, ,'� ` > �. �. , > ^. 'i:� ^ a a ° a ' � 5 � � WA'iER TOP=9.'SQ � y r'c � � � - � � � > a , .. � � � fl ' ��.. :�� ����' �� + ' "� i �� '�� 3 p � � . . � � . a.. -� �� "o � . . . e .� o� . \ . . �P . � �.: � °. a:_. � �. I X` � .. . /. .. I C '�, ; . i� . 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' ... e . � ( . � . . . � � . ! �� � � ei � . � � � - � �F� � � � _ . , a �� �ss a o - � >_ ,. o � � � i � � � � 70. FiRST ioo �F s� ��, as � Puc �aR 0 y! � � #'. �i , � ; � a� . > � . : � � -� � , " � i SEWE� IE=9.92 � _� � �� I 'st � �' 4 �� ; � . , � . � , � � � . � � � � AINING . � . , ;, � � , . �� RD � a �" � � i ��� , i ii ( ; � : � �,� � FD � � . � �.. . . .� . • � �i STO� TOP=9.11 � �2 , '� � � �� � REM � LENG7H � 0:0050 '�� � � > � ; e a . � i � � .,� i �, � � � FD f'D FD . � '��FD- 8 � �I . �S ` � ri� � I 2 s`:° I S� O . r 71. 77 LF �" DI � O.OD50 ( . �i. . � �-." 4 . i � . � ' F�� � j a � �i ; � . i� � SSMH �1 SSMH �2 . �� . ... ; .. . . . . . ,, . . . � '. '�" -� :� �^ '� . .; . . : � . �:: � - . _ � -,i . . ^ � o i �� ; -< . � t STA: 0�49.15 STA: 0+43.$t i � , i - � � � " � o � � �� .. �1 � � p OFFSET: 256.30 R OfFSET: 54.30 R � � :� �, � H I . . o . . . n �e Y � �� � � �� ..:,. ..�' t , 1 ,, ..RIM=11.Ot . � � RIM=i0:5t , _ � � SSCO SSCO 3- I #s '� �'s ` ' � STA: 4+28.38 RtN=�� ' i �� � � lNV IN 8" PVC E)=7.16 INV IN 8" PVC SE =8.22 �� �23 00 I s „ _ - OFPSET: 216J5 R , INV IN 8" PVC (SW)=10.47 3 � �) , m INV OU7 (N)=791 INV OUT 8" PVC (W)=�.17 �; . � � �; " . . � . . � � . . � . � RIM=14A . � INV IN 8" PVC (S)=1 D.42 �� � 20� ATB � , . . � . . . ; �. �v � .��. <<, , � � , : � �� .I , . . � .�.. '. � . . . � INV IN-4". PYG.(S)=10.90 INV OUT 8" PVC (N)=10.42 � . . � - � . � I,�� �� .. �. . SSMH #3 SSMH �4 F � � � _° : � , ' , . . '�'� ��� � . � � _ �M1V OUT 8"�PVC (E)=10.90 . 'dSEWER IE=10.25 � ° STA: 0+75.54 S7A: 3+75.64 . . s; � � �; � � � �%Y'� :. . � � i . . . � � � � ;. . � .. SSCO #4 WATER TOP=9J5 -� ' � C �, � � 'E OFFSET: 39.03 R . O�tSET: 39.00 R � .. - • � � ° <- �� . °�,p . �. . � ;r , . �,. � RIAh=10.5t RIM=7�.62 � � � I � � ' FD � . � RIM=14.00 -� � _ .a �; _ _. �p , � i i 50• INV IN 4" PVC (W)=TO:SE-- --- - ' - - y , R/W INV IN B" PVC (S)=6.42 INV IN 8° PVC (S)=9.97 j� >:' �', / INV OUT 8" PVC (NE)=10.86 ° ° I � INV OUT 8" PVC NW 8 37 iNV iN 8° PYC W-9 97 > , 55 30 { ) IMV OUT 8" PVC (N)=9.92 � / > � ">.' c . . ..� � ��� : _ . , ..��. } Fi . . � , .� ( t �� . � :� NCTA . I , . , �. ' .. _ _:_ ,.. .., � . �NCTA BLDG % � � .Ayo .. �� - '. a e . . , � ° , I � ' ' " STORAGE ' � � ° i SSMH 5 CAST STRUCTII E N LACE I � o " FFE=14J0 a ,- , I - # PROY�DING 24"R RIM P � x BLDG /� _ _ a < _ i J �.- � STA: 5+24.84 � . PER DETAIL � �: FFE=14J0 / > > : o i - -a DFFSET: �9.97 R � {/ ` = n c�5 , 3 pp � �-- ' � r RIM=13.35t MATCH PAVING SURFACE f; � ! o � \ �" 11 � i ' � y � � � � , fNV IN 8" PVC (W)=10.85 �9 / � - ,; C ir�v our a` Pvc (n�)=io.eo 4 � D ,' � i; � CAST STRUCiURE IN PLACE j � t I , � �, S S C O t O T i� � ' � �p� PROVlDfNG 24"4 RIM _ ,�ry . STA: 5+17.4 : � ( + �' :. � n - PER DETAIL , + STA: 5+52.31 � �` } tD ' � � o � OFFSET: 245.62 R OFFS T: 128.16 R � STA: ( 5+37.1 �,.- , i � , � _ � < 4 � .� . C9 ' � j, '"' _. STh,i 5+65.99 RtM=74.00 90' ELBOW ' _ D OFFS� : 124.68 R , � �f , OEFSET: 464.77 R / INV IN 4" PVC (N)=11.64 THRUST BLOCK ' o __ o ' 4" t; 1/�° EL60,,W . I; � ;� ' 1 1/2�SERVI INV OUT 8" PVC E =11.64 SSCO #2 . ' - - - TH�T;�LOCK: , - ' i. '., € r ; o �) STA. 5+36.89 PER PUD /J1 DETAIL � a- STA: 5+38.5� , -I. �. - D ' �Ul1LITY CONSTRUCTIOh NOTES° : � .�:� � �' . �..I � � �F . � .. ,. � � OFFSET: 1E7.79 R : OFFSET: 138.10 R ,� . ' � :. . � � " 4" SO° ELBOW 30 LF 4" d � . � � „ . . . . . _-�' C14 . . � . ..,.. . RIM=14.40 � . DI CL52. .` ., r�i. ;` ,' r,-;'� �`. ;.;:` � ���. . � .. � . . . THRUST SIOCK k --^-�'' / O INV IN 4 PVC (W)=11.24' d SSMH 5,' �� , } 1. COP3Tf2ACTOR TO EkCAVR�fE iRENCH FRiJPo� GAS �STA: 5+73.99 0� INV OUT 8" PVC (E)=11.24 � � i�.. LINE ON SOUiH SIpE Of SEAFARER'S VdRY T0 ' .�<:...-' 1 OFFSEL• 468.6fi R ',, ' g � ; GAS METERS IF! SERV€CE YARU. CASCADE " ' � S�WER IE�94�.�3 4 NATURAL GAS SH,4LL IN'aTALL ,44d� CONNECT „ � I6x12 SS TAPPING SLEEVE F� p . � > �j e ' :,� 6" GATE VALVE FLxMJ �`x � � 1 5 � WATEl2 TOP=1$'00 , _ - , � SERVICE LiME AT PAAIfd AfY� TO A,EiE�S IN I r " i,,," 6°x8" REDUCER ` STA: 5+71.97 i' '� D, FD �' � _ E „� ,; Q --- :; I SERMCE YARD. CONTRACTOR T� PROViDE ALL � :i \ � ' � � �, ° - ITHRUST BLOCK OFfSET: 308.67 R � � Fp " p ° , ' , r � ,, TRENCH'EXCAVAl10h; BACKFILL, PAiCHING AND � ' � 5UPPQRT TO CASCADE NATUldAL GAS TO ! '' ,`o-� �"� " � FIRE HYDRANT ASSEMBLY _ ° � r, DOMEST7C WAlER SERNCE X �� 4a ' f INSTALL THE SERYiCE LINE TO METER BASE. (� STA: 5tS8:99 ` i PER DETAIL A/C14 °' Q7 0 �SS R� � , DI CLb2 , ' S�Ai t33.81 ;' 6 GATE VALVE FLxMJ e � -',� Q °. e, • � x" � � � (,OFFSETc 102.98 R c j N' o CONTRACTOR TO PROVIDE CONNECTION FROP�A �2 DCI OFFSET: 464.77 R n 15 LF 6" DI Fd �` i 1 2" METERED SERVI � D ' ' ` 4 90 ELBOW I r7- v � METERS TO BUlLDING: � „ O 32 LF 4" DI CL52 ' � " -< . , T BLOCK ,� � '; � e a : e .... {m . . .. �..1 . �p:� pe ��. . � ..-. . ..� � .... . . ...,. � . . . . cv � 8x6 i MJxMJxFL ry PER PUD #1 DETAIL '� 30 F 4" DI L 2 � PIV e' I. :I I II ' � ` �R�� > FITfING TO TIE TO � VALVE BOX � ° _.,�I. e 77 L 4 DI 5 b' p OFFSET+535.76 R S f; ' ; I o ^. __a ?. r E �j �WATER CONSTRUCTION NOTES �} � ` A 4" DI C 14 THRUST BLOCK � ° G D� °-^'. :'_` - �-- a. � TAl10N 5+76.93 R AVENUE _ � 3; r. � , � _ -' ' . _. < ., �._. : ___ _, P . - _ , a.__, . a . INSTALL PIV PER DETAIL ° STA710N 0+0.0 FIRE LANE I �` � 344 LF 4" DI CL52 , u �� ,� , W. .., . .. . ° _� �. . �. W. .W. . . J .,.�:. .iN... .. � . w W . _. � � f� .,�, C1rJ .�, � '�. A7B�PA G ��'; � WATER IN T � . V�d � S ALLAl10N SHALL BE PER THE CITY 0� �`� . o � � ,. . � ��, , . �, 'p . � �W � �. s � „ . w , � 1� . . Yj` w � W� k! I � ' � � , ,:, .: �.. CUL-DE-SAC � � ` . ANACORTES SPEC SHEETS 'i o �_ ; �n o a o 160 LF @ Df CL50 t^� , 173 LF 8 DI CL50 o c � I m``? ` _ _ o F�- . �, � , 20' WIDE o , i 37 �F 8 DI CL5Q o ` `g , ; . � �' � � , - -1 „, C ,t, , , , I ,aTTB PAVING y ��{- - �- { s` -� - -+�---r-'--� -�= .:._ ' , . - hIE DEVELOPER'S PRIVATE CONTRACTOR WILL BE *,.. : . '' I ; , ' - �..`x:: ,,: } " ` T74. 5+71.95 � , � RESPONSIBLE FOR RLL EXCAYATION, SHORfNG. � v, I x OFFS6T. 98.9 ' R"� 4 0 '', o i , i � �7� o � a'-� DEWATERMG, 1RAFFIC CONTROL, CONCRETE ,_ _ � � . _ _ __ �_ -� ' i ; i , ,. -- -�I � _ ' �. __ . , .,B" $0' ELB�W R�AJxM THRUST BLOCKING� BACKFli.L, COMPACTION AND , . ;. , o > � twt�usr�t�e t! , ,"' • ;, a a° n , , SURFACE RESTORATION WORK NECESSARY FOR n`. � � .. . . . . .. _ . D e . . _ .: D ., ., ,. .�,. _ ' . e ' . . � � . � �. I ' " ' I ' � _�_ ` � ,t�tn , nie cirr�s woR�. , x y> , _ __ _ _ _: ._ _ _ _ _ -_ _ _ _ n , , , . . . ', �' . j.. '; . .. '�. � .. ... _ _ . . � . . . . .. _ .. . . _ ._ .... . _ _. . . . . .. . . .. .. ... .. . . . ... .. ... . .. _ . . _ . . . . . _ . �. . . . . . ... . .. .. � `z;,. � .' ' ......., i'... CITY OF ANACOR7ES FIRE PA R HA A � , , ., � , _ __ L_ �- - ---- ., „_ _ _ - -- �:�. -_:: , 6 00 A S l SH Ll. BE 3f , . _ . . n � x . _ �F - �_�..sw„ -tivw. _ �.�- _,--..._ _.__... ,_ N071FlED 24 HOURS IN ADVANCE FOR iPiSPECTiON : � . .. . . . . . _. _ . . . . . . . . . . . .. . . .. .. -�----, . . a �:, . . � . '�.. � . �-��-- ----. _ __..._ _ _ __ � .. ,r._ �_. � . � . .. _- OF UNDE R F _ . �3G OUND fRE SPRINKLER SYSTEM ... . . �.: . : . . _ r , .. . � � . F IN ._ _ �;. __ ,_ __ _ __�ao Q A�_ eAY c __ __ _ ,_ __ _ .. , ,. STA: 5+79.99 ._ . � _.- - - . ... � � � . � INSPECTION. ' J �, : . OFF& T: 438.66 � . � , .,` ` 6"'DGDV � W STA: 5+71.95 OFFSE : STA: 5+68.95 ` , HYpRRNTS SHRLL BE PAINTED PER CiTY OF � �` � T a� 135.76 R ' -� %+��CORTES FIRE DEPARTMENT STANDARDS , ��'- > (2) 6x8 REDU[�f�W OFFSET: 124.68 R � �; � CONCRETE Vr1 � , 4" 90' ELBOW MJxFL i n ! • ., �' < i SEE GETAIL w ____. ., ._... _ . 68.00' 38.00' . 8M4 T' MJxFL D THRUST BLOCK '. -, t. It�STALI 5" STflRZ ADDAPTOR � CAP PER CITY � E 4 PfV SEE DEikit D O� ANACORTES �IRE DEPARTA7ENT STe1NDARDS. ' __ , _ _ __ - -_ _ . _ __ _ __ -- - -„ : . _ . . . 11 , a• C15 4 GATE VALVE MJxFL i /_', , � ' C1 _. __ .___ _ _ ..- -_ - -- -- -- - - - - _ / ELBOW MJxM� .._._ .. ,,,:. . , � " � VALYE BOX . .. .a.: .����. • N 89 5�i �$ W.-.� N89 59 48 W THRUST BLOCK - ' 6t 1.4 2. LOCAiION OF RRE IJPiE IS �F'PR4XlMATE. { � - - _ __ - _ -- - - _. . � - ,. CONTRACTOR SHAIL VERVFY @EFORE SAW , •. 40.�10 _ . _ _ �33.oi, _, , _' CUTIING R AVE�dUE FOR �h/ATER L1NE EATENTION. , y ` _ F ; , s �.,,u � � .. � ��� t . . . . . . .. . . � . . . . � . .. . . . . .l. '..- .. � .. . . . .. , , . -_-_� _ , � _.. _, �� _ ;; __ .� �_ .., , .r t ,; u_ i � �1 ��I � � � ,,> � � � � �� � S.E �- �� � �� . � � , � I � `� " � . . � �i99s�Ni i ut� t:. . � � .�� 3t� ... . . ��� _i . i . . � ... . . . . . . . . . � . . � . . . ., � � . . . . . . . . . . . . . E CONTRACTOR SHAIL CAST CONCRETE OVER a d T OFF TOP OP PIPE TO PROVIDE <- RIM & LOCKABLE LID P�PE AND CU N � w PER WSDOT STD PVC PIPE CHANNEL THROUGH MANHOLES DROP � g � THROUGH MANHOLE SHALL BE BETWEEN ENDS � PLAN 8-30.70-Ot OF PVC PIPE - z ¢ RIM=I2.SOt � -- - - � `_ o g Q OR RIM ASPHALT PAVEMENT /� i"' �� \ . N � � � � PER PLAN . � � . . � � . / , /� � � . � . . . . . . � . . . . . . . � �" {-�-24.00' oin.--I A �� /� �--�\ ���\� q I � � � � �, �, � / � � $ z r�-a;� �"� �" �;�;�,�"����;�" � f � �� 1 1 THIS PLAN SHEET IS APPROVED FOR CONSTRUCTION IN ACCOR�ANCE WITH iHE � a- � ?���' ��-�� � t ��: ' X'' �� � CITY OF ANACORiES ORDINANCES AND POLiC1ES. ACTUAL CONFORMANCE OF , �� ,� CAST CONCRETE INSIDE -� ` � � lNE DESiGN V�ATN APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF THE � L ' r v PROFESSIONP,L ENGINEER, WHOSE NAME AND STAMP APPEAR ON THIS SHEET. � ` " ' OF 48"" BASE TO SUPPORT ACQUIRING, COMPLYING WITH, AND PROVIDING MITlGAl10N FOR ALL FEDERAL, � ',' , ' > 24"0 RIM & LID. I � � j � i EXTEND PVC PIPE � �- � � . �. � STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, WGLUDING BUT � � � . � � '� ��� ` r � / f� f INTO EDGE OP 24" RIM NOT LIMITED TO THE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMIT, � �. .�. _. /{;�. '. ',°� \ SHAPE AND SMOOTH STATE DEPARTMENT OF F15HERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN � � j �� o � y-. ELEV=10.39 OR ELEV .� .� ��� / CONCRETE CHANNEL . � � PERMITS, NATIONAL POLLUTANT DISCHARGE ELJMINATION SYSiEM PERMITS IS � � � � ;� � � � .�� _ ��. -, � , � „ , -� PER PLAN � � � � . � _ _ `i � � TO TOP OF PIPE lHE RESPONSIBILITY OF THE DEVELOPER, LANDOWiJER, AND THEIR ENGWEER. � � o -�� `. ��� : � .. - � \ �� � THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF � ��� � � - � PRECASTiNTEGRAL � ��\ � � / / � COMPLJANCE WIiH APPUCABLE LAWS AND PERMIT REQUIREMENTS. � � � o coNCRE� snsE � � � _ _ - � � GRAPHIC SCALE o . END OF PVC � � 48"0 BASE W/CHANNEL �P�vJr-s} 6,S 1.n-TE1�: N a� p�pE PER WSDOT 8-10.20-00 ��__��� zo o ro zo �o m ELEV=1 �.49 ��a� � Z 1 ,CS�'7 o OR ELEV 4$.00' DIA. , o PER PLAN C� PLAN VIEW DA� � JECTION A-A D E TA I L A � IN FEET � THIS APPROVAL WIIL EXPIRE IN ONE YEAR fROM THE DATE NOTED ABOVE. 1 inch = 20 ft. � .. . . N . . .. .. I.. . � � .. . � . . . . . .. . . . . . . � � . . . . � �. . � . . . � � � .. . . . . . . . . � . . . � . . . . . � .. . � . . . . . . . � I,- '- -- _ . _. _ . _ �, . - a.-.�-. .-- - . __. _-� --"_ _ _�- -.. . . _ __. _ . _ .... ^�L.^"-_- . . .. .- . �,..�,.. . . ., ... � _. . �';:.� . . . . . , - .. . '___ . . .._ . �� - � � ' � A ft G N 3 T E C T ll R E� � � 4010 Lahe Washing+on Blvd. NE�, Suite 320 �� � Kirkland, WA 98Q3's p 425 828 8948 �� f 425 828 9067 � ���'o� R s�i�°��' �� �� � ��� � �� � 8 � 0 � � �o�� �' � �w�: a2/a����-� � � I I � �� � � � � ( � ! � 1449���C#�5 ��GI1pL9S I Dete: 07/1�2�Og d�ojeci No. 070�4fl �li I�r�wn° I2�� ���SF����� ��� ���Q��9�� ���'���� ��■d�� � � � (��4�/�1`9� S}neet Nme � � � � � � �, o �; �J a, v o � ', � � �� > � � c y� s i � f; � M e�, o PARKING LOT PAVEMENT ROADLPAVEMENTCESS v � CROYM OR CRO55 SLOPE. . . . �� �n cv a 3rc5 � ,� Y. � o o u = 8 i . . � L�1 . � . . x I PER P N 3/4" HMA � � � ' '�:, s , �, � � � �J I 5- y � �� m ; . � � . � . , BASE �COURSE MATERIAL � � � � � � � � . � . , ` � a � @ � `�:; � O � x . � ASPNALT PAVlNG � � . I�� � l� � � ', y . � � s a� : o I4 V .. o , . . . . . �v WSDOT 9-03.9 (3) � � � 1 i . I I .} � � ,.�' .i �,��. t ... 1 B .$ � ? ¢ D � �� ;' F y" ; I., . . . . �� � i �-� i o :` � � a a� � tf: — - _ __ I ,-III , -r • �,,-. •.;. ;'`! , s':: , ::.. � � c d ry e -� N . _ : _'_ _ _ ' __ _--_'_ _— � �-11 I • _ ; . .. . . _ m _ _ , . ..: . � ^ ,_ _- �y.�� . � � I " � � . �' ' : .:� • -:: ' . �.±. ' >:. . � s -� �a � � . . n -�s {-,`y/ ' ��� , �"°" � . -I 1 � � . �... � i : . I 4 .. • . � O � N C & y � .. . .... � . �. . . � „� :��'S `u� �} . h ... �� I . � . '�", a . . .�: .'�� . . . ...� . = k � `Ni�r.� c , und.3 . . . �� r� :r>. j 5 iti"`t �` � i��"' u`���7,,"� " ATB WS 0 ` �1=�� __ _ __ -� � ., a�: `' � vE 'z:,;` �'^�r� 9'03.6 � � � r, � , < �� �� D T � �.�J��� - - a d � `� i . . � ," ; a �u�,p r� � � � ��� � � PUBLiC EASEMENTS � � �1�1� � _ _ __ 1 � � "� ` � _� � � � � �.. - 4 -m E�, �i.���� _- - -- -�� � ��h _, am �' Q � � � � ` � � � ; MERFI 500X � _ _ � V � � - - - - - - - a �_ 'i ` FABRIC , � �- � \i i, i i z r :� .n � d � � '� - � . . . � '.-- .-_. i . ..... � � . . - . � , , ..._. ___.___ �. � ` o 2 . 1..'-0�' _ . . . . . y_._. . . . y � �c, � ,.... > ;�:_... _ � I. � � � �. MINIMUM � . "- - o�. '�f _ � � N � � MATERIAL SUBGRADE�NAl1VE SOIL � , i SUBBASE �A CONCRETE\PAVED STREET _ j Y ,„ coMPAC�D oR BOR�ow soi� '�' -- _- - I /r TO 95% COPAPACTED TO 95% �. � � � �_� __ _ _ _ � � G�NERAL NOTES: � � � � : . . .y s � 31 ��.: ; � � WSDOT 9-03.14 (1) WSDO7 9-03J4(3) . . ( �III,IIiI _ -_- '� Q . � . IA �3 INCH M�N!MUM CLASS B ASPHALT, PER SECTION � . R ��` ,J� � � � �._�' - _ � �� � � .� 2-06.3(2) OF THE 2002 WSDOT STANDARD . . . .. T . . � � � �� � jI __ _ _ . � SPECIFICATIONS FOft ROADS,�BRIDGES AND MUNICIPAL . � � �> ; C, DETAIL � � � NTS }� DETAIL� � � � � � � � � � � NTS - . � I � . � CONSTRJCTION.. . � . . � . ' � � . 9 � ',E. CONCREiE PATCH T0�8E�THE SAME DEPTH AS EXISTING � � � . � . ��-� � � CONCRETE STREEf. � � � � . � . MINIMUM � � � � � � � � � . I 5B : �C. 12 WCHES - COMPACTED DEPTH TOP SOIL TO BE . . � � � � � � � . � . � � r� � FINISHED WITH SEED OR SOD.. SEED TO BE WEEC FREE . � � R� �� � � �> 2 SAWCUT VEHICLE i! � i r" � `a � � ACCESS `� �� � � ``' �A � 3. A�L JO�NTS � BETWEEN OI.D AND NEW ASPHALT TO BE � ~� � � F, � � ��I •: � � � �. � . SIDE 42" M/N/MfIM �3 � SEALED.(SECTION 5-05.3(8)B) USING A HOT POl1RED . . ��. � I � � r � 24" MIN. �'�j `4- '- r -' p,0 I . . � � � �� JOINT SEALANT. PER SECTION 9-042 1 � . - � ( Y�� W1DAi . I � � �� . . . GR�d � f• �� .. i .. I .. . : �. x �. � )� � . m �:' „ �. � FINAL GR.4DE � � . . �ty � . . . r� - . � o � 4. 6 �iNCHES - CRUSHED SURFACWG, PER SECTION cw � � �:_ ,'- , �, �-' � � ! � _ ,. ;__ _ �. � : -�- � � �c-�"�� %'�� SO- . . ,, ( � . .I'. t- . . � . 9-03.(9)3, AND�PREPARED PER SECTION 2-06.3(2). �a +.- . ; : � .� , �::�: '",�r.i;��, �i.� � ' '.�=-, ��'- ,-� I -- EXCAVATED . ��.-%� SF '�i - '- � : I : I- ii„= i� �.: ,.r F �/, . . .. � i i=I � � � � "SUBGRADE .FOR SURFACING". �. � . � . �,F �i ` [ �' , ::� . , " -- � i_ _i � I L I ; � -GI � - D/RT PlLE i � . t �> . '1'p� . . —ill. . . . � _ � ,:� y� -. . . x�k-- . � �I I I.=I � � 5(A).. GRAVEL BASE MATERIAL, APPROVE� WSDOT SPECIFIED � � . � o��� ; ' :. �,; > �. ' i �-" . . -- `�^ . �`j� ; +'y�` � . s � ,� I � � . � MATERIAL, OR SPE�IFIED IN THE APPROVED PLANS. . �� . ' ' � ,.. t , . . _ . "_ . � .� .. _ , '•,• ,;�: ", . MATER!AL TO BE COMPACTED TO 95%, PER SECTION � �' � _ h � 5 . t i v "� .! �� f I L (.' : rc�,.� . i \7Y , y�3 �nl� ��i'. .. � . , : ., ':.� ,� . 6 . . � �7-09.3(17) "COMPACTION BACKFILL". SEE AL50� . . �... �.. :. . '�., . a.� 3 IN. ;s.��r`; ;+"L...�„ T'r.._ `;,%y`I" . . � .. ; :. . . � .. � .O � � SECTiON 7-08.3(3) „SACKFILLING . . .. ,. . ._. , i .��: N�,J � 6o MR - _ y,.,.. - ,aA �,i �fc`" !'�,'� � . . . �, g .t, . ; . , . . . ', . . . , \ , . . . . � ' �� "�� 5(B). CON7ROL DENSITY� FILL WILL BE REQUIRED BY THE { � - ' _�_ �� 2� r, 1 ,� � ' � �. 3 ,r1a� ��,d �� R t3�� _� � �� /"\ � COlT�RACTOR IF THE TRENCH CROSSWG rAILS. F�- t . ��.q w MIN. 4g" "' Y y� � �� � . %� , - O . . . � � i ' r � I � . - _ ' . �-�;F.�`. � .'�� . . � ��'��) � , ,�-_. I � 7 I i o MAX. �r `'� „r ^3`�i iCS � 6. THE PIPE ZONE SHALL� BE BACKFI�LED WITH SAND , 'I � r , x�}t�� ,., � � L-� � BACKFILL TO �12-WCHES ABOVE THE PIPE, PER �� . $�� a i, R= 25' MfN. "` � i � � ' = - SAND BEDDING �` �-t �x^ � � � i - � �SECTION 7-09.3(10} "BACKFILLING TRENCHES". THE . � � . . _ � w . , - �� . . ,f I � LLI Og . . � PIPE ZONE �SHALL BE COMPACTE� TO 90%, PER - � . t-.�' � ;" w � `O - _ PEft WSDOT � ,f' r I � -i ' 12" MlN. �� � . SECTION 7-08.3(t)C. . r i �� �r 9-03.13 \�. � � .. � �II � �'� � III � . 7. SAND BACKFI�L - PIPE ZONE � :' - . ��� � �;� " � �J , . . . . � �� � � . I I I I I=I i I I I I_I I�I I I ," �; / '; 4" - 8' 4UAR�aY SPALLS - ' r� : �i NOTFS. � T IiI. i1i=111- �� 8. �6 INCNES - SAND BACKFILL I : � � � � . PAVED STREET �. � 9� �+Y ALUb11NUM LOCATE TAPE A MINIMUM OF 12 INCHES . � _ - , � �._ � � � . ' � - � BELOW FINISHED GRADE AND 12 INCHES ABOVE PIPE. � . '��� � . � � � � �i�, _�.� ��� i '-' PROVIDE FULL i GAS (WHEN P�ESENT) i' �' `_ �� pOVYER CABLES �) SITES /Wl7H�ESSNTHAN ONEBACRE OFEEXPOSED SO/IL,�UM FOR yy�p�}� OF �. �ALE . NC7� To SCALE ��. � � � DETAIL: ST-O�I � � � � iNGRESS/EGRESS. � ciY o s- - ---- OR CONDUITS - S.L ° ` �� -- i� � '" ' COMMUNICAT10N5 12 2) ALL MUD ANp DEBR/S 7RACKED ONR7 EXISTING ASPHALTFD AREA � DRA'NN �6Y. � _ �� � ROADWAYS� SHALL BE SWEPT/CLEANED UP AF3ER EACH DAYS R�E ST D"�� UTILITY TRENCN TYPICAL�:DWG �� � � ��` �- � � MIN. WORK, OR AS REQUES7ED BY�THE PROJECT ENBINEER AND/OR � � . STREET CUT REPAIR ��w \ :�� EFFEC�IVE �ATE: IREVIEW BY DATE .REVIEWER: . � 'y a" �' . � .�TYPICAL . � �� a � � �-: � ��� COMBIN�D iITILIT'Y T"RENC% � . P.a.s . . . . . . W�°° " �7 v��ry7���ry�g a�a�r TEMPO�R Y CONSiR I�CT'I�N EN�'�,I�C� �ET'�Z. '.� 01-�20-2D05 � Oi-20-�2009.� BUCKENMEYER �� Q � p�4t � APPENDIX A - STANDARD DRAWING 2009 � � �io'N � � � � �iXCAVABIIilt LGlAlL � � NOT TO SCALE � � � .fl . . . . . . . . . . . � . . c �a � . � . . � . � � . � . . � . . �. � � � . � � . �, � NOT TO SCALE .. � . . � . � .. � � . . . � . � . aameD vsn .ne ut�vaa � . . � � � . . .. . � DETAI� NTS B DETAIL NTS G DETAIL NTS I DETAIL NT5 . . �-.. 9 i ..._ . . . �. . � .. . � = L � . I � O I ol, e I � � � 3 ^.. . . . � . . . W O I o. a ,, . . . ' . . . o _. . � W a r i w I ° I' � E. v .��u . . � � . � a _ . F. � I � i: 8 . N���J � 8 � . . � .. .. � . � .� . v � . � e, _ N� O ,o � i v,k � . . . � � . � . ib��ry x�� � .. � �? . �� - ' . � . . � . . _ _ i � � . , m w � . ! < . . . . . . . . . _. , . . . . � .?. �o. w . ». . .. . . . . _ . , . . .. .. _ . . . . . . . V i ,,. �. . . . . . . . ... . _. 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" � , SEWER :� � � � � ��.�- � � t m � � � � <�i , a SEWER � � ° ` � i� I 4 BEEHIVE GRATE � a I— . 1.00'-► NEENAH R-4353 '° � � ° . 12:3$ I OR EQUIVALENT o z:, � o w� ' •e ' •d a ° � o � 2 w O / U > ro . � � . I r � •� � I 3 ¢ Y - � E L E V „ I w' � o�° z 4. ¢ � m < e � m . aa� � 3' 7 PER WALK � � � Y �, . . . � ° , � � � �G �F �� � . . ' ` e . PER NOIE_� , PLAN 3'.�} �' o I ` .. c ---- — ..,, '� ,PFF � , �0 �P o .. .,, ...� . . � o a � .. , �` � �; f r� a� � OUTSIDE PAVED AREAS � l. r, 18" OF AMENDED SOIL I x: s$" M d � '� o - % PER LANDSCAPING ; z x ELEV. 8.50 — '� SPECIFICAT10N5 ' a � - - rvPE � ca � p: $ I�! " PAVED AREAS . w RIM ELEV o � y z , PER PLAN m _ '° ,.m �__ � A � � F � 7.50' 3.00' i ._ p B � I 2.50� � a x a - L � I ; �� v 1 ° '�-- - a_ _ _ � � , p... q �. a � . . . . . . .. . .. � . . I Q .,I�cl '�b . . � . .. . . � � . z — � V n; v^ ° e� � ...p . . � � I .., . n . � . . . . . . . � L._.. . . . . � . G „� � . . � . . . . . .. . � . � . � � � � � � d . . Q . � . � . . . . . . . a � � . . . . . . . 2.00' i.00' IEGEND: a � � ��-'3.00' �� ��-3�.00� � - � 3.00--�" 10.5Q� - . . p n' � � �. � o, A. MANHOLE RING AND COVER � PROFILE � � BEEHIVE GRATE ` _ � B. EXISTING SURFACE CORNERSTONE SERIES 100 ����' y - $ c C. 3000 P.S.L CEMENT CONCRETE PERIMETER SEAL NEENAH R-4353 .. " F . � �CLASSIC BLOGK OR EQUIVA�ANT � �1.00� OR EQUIVALENT . WALK � s � J N �J .�' ,o D. INSTALL PRECAST ADJUSTMENT�RINGS CR � . V Q � CONSTRUCT PEft.MFGR�STO'S. ~ - -� � � -�.��� '� . � . � a =� z <�.- CONCRETE BLOCKS AS NECESSARY TO MATCH . z � � _� � ..W i' � ;? �; 3 z � ` � �,a , FINAL GRADE. . � w 3 F 3.� ' o L f o - � � . NOTES: � p � ' � 12.44 a � � � k_ ?, '�. . , , m . . � � �2.�}4 x . �.. . . . . . .. ry m . .. -`� >;-µ��`' � �"=N} � � � . r� .. _ �_____,._ _�__ � �� ' �.':� m� 1. THE CONCRETE SHALL CONFORMING TO THE CURRENT WSDOT 9-03.1(4) AND BE 5.5 �SACK MIX. � 1941�vti�.: . . . _ .a. � . , r. _�_._ , .--_._r .. ��;� .', * INSTALL ORGANIC WATTLE AT UPSTREAM SIDE 'ti '=% �' (MINIMUM 3000-PSI 28-DAY STRENG7H. � Y . . h , . . � � I ,.,� e � �I i . .. �.. ¢ 4s .. � . � �� . � � � �'12" '.,��' ''�" ' ' '�''�"'��� � ELEV 9.44 OF RAIN GARDENS FOR TESC PLAN. WATTLES . . . (��. �'��. �' '�� d r � : ��' 'd� e '�. � �d�.. � � ; � '��__z, z ;__ �' . �'�• �;� �N 2 WHERE DEPTH OF NECK EXCEEDS 24 INCHES, ADJUST MANHOLE TO .GRADE BY WSERTING A NEW MANHOLE . � � ; � � � '�, '� ' �2� �� o „ SHALL BE MAINTAWED THROUGH THE DURATION � � � i ���, , �'�. ��; _ _ ''�, i I- .. � I, . =r t�: z� BARREL SECTION BETWEEN THE CONE AND .EXISTING BARREL � � . . Q s � 18 OF AMENDED SOIL QF TFlE PROJECT CONSiRUCTION AND SHALL � , i'� ''�, . �'�, - � .- ',�'—' ���; .- 3. ADJUSTMENT RINGS BLOCK SHALL BE SET IN 3 4" NON-SHRINK GROUT �PLASTER SM00?H INSI�E AND OUT. �,, o PER LANDSCAPWG NOT BE REMOVED UNTIL FINAL CLEANUP OF � ' - ' `- I�� ' � „,wstc / / 6" BASE COURSE "'� `"'�' �'E 1 CB SPECIFlCATIONS , � ' ; , � - N,w , �_ .. 4. STEPS OR RUNGS SHALL BE ADDED AS NEEDED. � ��� � � RIM ELEV SI'fE AFTER�PAVING. SEE DETAIL � . x .,, i 5. PRECAST ADJUSTMENT RINGS SHAL� DE CAST WITH GROOVE TO ALLOW FIELD WS7ALLATION OF SAFETY STEP. � � , WSDOT 9-03.3(3) pER PLAN � ORGANIC COMPOST FOR WATiLE � ��, ^ '�, �, i ����'�"� ���� �` au ��� a 6. MORTAR SHALL BE PLACED BETWEEN EACH LEVEL OF ADJUSTMENT CONCRETE BLOCKS, ADJUSTMENT RINGS, 90Q� SHALI COMPLY WITH SECTION C14 '� f IF �' w3 F-' wy TOP OF CONE SECTION AND BOTTOM DF IRON RWG. UNDISTUftBED SOIL OR 3291000 SOIL AND SUBGRADE � - - , ��1I i-k �� �' ,: �� � � SUBGRADE COMPACTED � PREPARATION. CONTRACTOR�S OPTION TO USE �� - �- . Fb rca �����.� �rc 7. THE CONCRETE PERIMETER SEAL SHALL EXTEND TO 12 INCH MINIMUM OR 2 WCHES BELOW THE BOTTON � � �� � � TO 95°fo � � = -- -- - " �'� , a< a` OF THE ADJUSTMENI RINGS OR BLOCKS. � � � AS TOP MULCH FOR RAIN GARDENS. �� , �� �� �; y � . � . . . � �� xvva:.ua " . B. THE LTlLIiV SHOWN IS A 5ANITARY 9EWEfl MANHOLE UTILIiY CAS7NGS LIXE WATER VALVES, hiONUMFMS, GAS VALVES; EYC. t°!1�[� � . i �-- FOLLOW TNE SAME PROCEDURE AND P�UIDECIN6S. �� � � a w, � 2 � o �� � � � . � . � . . � �� � � � ��` °9 � SCALE NOT TO SCALE � . c�tY �F �I DETAIL; ST-OZ � . . . _._. __. __ .__ . .__ H�� -,�� e .___. _._. .: __ DRAWN BY: S.L . . . i � � . . . . . . . . _ �� . . . � . �.�. � . � .. � � � . wy � RLE: ST-02 STRUCTURE ADJUSTMENT.DWG � .�I ��RUCTURE ADJUSTM�EP�1T � � " � . : . LUMINAIRE BY OlHERS . LUMINAIRE 8Y OTHERS � � � � �1 EFFECTIVE DAiE: REVIEW BY DATE: REVIEWER; �� 'y °Bt �,y ��i AI�iD P�E�IPVSETER S�EAL � � . � � .. . � � � �� � .� �� � .. . � .� �� 01-20-2D05 07-2D-2009 BUCKENMEYER 9c� Pt �qPPENDIX A - 5TANDARD �RAWING 2Q09 � \ 1 \I !. ! �i � . rtvaHoo9 wand .n[ Rv�vea . . . . . . �1 ' ��� /- A�� ,1 // `�j B DETAIL NTS C DETAIL NTS o � / ' � , � M. . _: Q � LdCATE LIGHT STANDARD vA= " I � P�� � II ..=c,,,, I p� ol� L I .. 12" FROM.�FACE OF�£UR8 . Q . � P , ELEV PER PLAN . . . . ... W `.Y` �.,y . H � I° o! E . . . i v� o � . . � . . �.. . . ,., �. � : � � � 1.00� CURB WJ CUTS � � � � . � . � � . . � . W .���:�:�` 't�, i,, w m � � � - ', . . � . � � � � COMPOST � . s � �F. I" a oi 3 � . . � . �. ; � : -. �, . . . . � °n _ , :i � s 1�f p. I ''..:. V 6 o c = I= € ��' PARKING LOT 1.00'�J( �- "' PARKING LOT � �� a � �� ; -� m ` = i . . . . I � . . . Q �,_ 4 r�y , 6 � . � . .. ¢ �Il�\ �------ H �'y �rh,� e�/.; �,' W 0 C I� „ � /,�. x c � r --- ��-j I t ` � 1 � � . � f. . _�o� ' tl! � I a � k m i . . . � � � -�;1� � ...1 ' i.b \ �.`i}� �:• �.� ? � / .,.1,� -'Sj'1 N i.� � . . . . _ . . � . , .. . . . i;'✓,.,,i,F. /'`f� r'F"i �l� � '_LI /�J,r'"\ \ \/l� F . � . . —_,- _'_ K ri` 2 � � 'm93 �� .. . . . S.SO� TYP.���h .� : .'�.-,_ i .,; r� ,. , � , % .�. , .��* � ... . . . r /;._ � �`t. o . � N i¢ ��_'��I�,' . . LIGHT STANDARD BASE ' `= `;' �` , WArnE �--� INSTALL FIL'ER FABRIC CATCH BASIN INLET PROTECl10N , ; ;` ? t L i �. 1 ;`. ` �,. �'�, � J �'� � DURING CONSTRUCTION ANp MAWTAIN UNTIL SITE IS STABILIZE0. PER NOTE 3 i,_:. RG SOIL � ?'. � �' ' ��i✓/� � � — ; ; � �� � a —�'�'< : � � � � r , � � . { , `:�/�� . ; 18" OF AMENDED SOIL � j. "; il � \ - SUBGRADE � PREP % : � � � '�<� � �. � � PER LANDSCAPING � m_ � � ` �� , , `� �y�y\ \ , � �s FlELD ADJUST R i � - � � . � < ` �� % � � % •: :�1/i/: SPECIFICATIONS �. - � f � \-: � . . . . . .. . ISE � FIL7ER FABRIC i'� ��/. � r�,� ` � : �` : � , � : � -. . . � � �` ��r —�` � �'�' � � `��. � . CAST IRON �RATE R HEIGH .. � � � `�.`�:.� � ` � - . �` �� PLACE 3 FT'MDE SiRIP OF � � � , . i „ , ., ,.A . GROUND SURFACE .. . . . . � � � $" PERF PIPE LOCATED ' ' �/ � � � � ��� /< ,- �:� ;' AMOCO 1198 �WARON FABRIC � � . .—� � ��V�.� �.��� � . � . . . � �i �` v , ;i -ti � , . s AT TOP OF GRAVEL ' f r y � ; t, l' �' BETWEEN AMMENDE� SOIL 2` r \`, � . . . .. .,.. \ � . � .� �\.•; <y �:,`. . ¢ " �\ `..�... - \ ,. . � . . . . ,.�:.� �`:;- .,. -� � .,�,;,/ . , . .,.- 7 PEA RAVEL � _ ._.. .� , ��.,,�. . .. <; . `,:; �� <�. �� .,. . � � L 4�>S� ��� �i�s �:�•` r{ .�., _\/� ,\ AND �8 G �� - i i � r� . i _ % �. ' . .. .. . . �f:'., ,. . ..., ,..�,��:, '�.�: .. ,�.,\�Y:�� . ..,..,.. \ '/ '.': " .\ ,?`: � UNDER DRAIN � . � �� � ;; .. _ �: <��°, � � � � � 3.50' -=-3.D0' 3.50' � � �� ���` � . . .. . GRAVEL � . . . . � `� � '� TOP501L DEPTH �`'� . ... ' .: � y�� i8° sb CONCREIE . . - � . . . � � / `-_; � PER PLAN . APRON IN LAWN AREA ��,;� �• . `� � � � � �,l � �� .-% S � � h, BACKFILL FOR GRpVEL RAINS, �PER � � �� � � \ � � � �� 'n �;?a, �r NSDOT SECTION 9-0 12(4) � �=� ��� . . . � . . �� � AA - � ti -z �- �lws + � � � e` Y �, +zp• a 3 _-� . . �� �RAINGARDEf� DETAILS � � � � � � � � � � � � � � � � � � � � NTS � � � � ��� �, , � � � ... " ''���,;.���, ' �'-"r�° �- ' � � � i_ � ;'' sa � NnoQL,asT � � � � � 7�4" RAD 1`�RAD � , I � � CATCH $AS1N � � � � � r �y �� r . � � ,/4 REBAR CON7INUOUS � (� �:i �� ; % �`� i : ANGNOR CtIRBS WITtI t/2" L` �' '(�;7_�� � /;/ ; DIAMETER x 24" �ONG REBAR. . . � � :t . . . � . . ��^` . . � � . \ �\ � . . � 1NELD WASNER i0 TOP OF � � � � � � . , � � � '� UNDISTURBED EAR7H � � �� ' =' '� REBAR. W,45HER O.D.=7.25" 70 � � �`t� �' \ o e � PE�FORATE L01NER 1�" 1.5". END �OF REBAR AND . ' �� � � � . - � � . . � � � � .`� W/Mlid. 0� . . � WASHER TO.BE �FLUSH WITN � � � � �- � �.9 ,.� � �� . . � � ' �3" BASE COURSE . � � �i�s � .. . �� 3 - 1/2"� HOLES � � � , . . � � . . / .. TOP OF CURB. 7YP9CAL 2 `` `. =,�,' 9-03.09 (3) Y V i:��� f!' EQUALLY �SPAaCC D� 60� REBAR PER CURB SEC11pN. _ _ N= a y ;;="7r- '' � � ,a � .- �rv=1' ,rY,,<< Y v � � ` " -.u: �\'., �� � �:: STAGGER R6WS . . .,e* ' - ..++` y"`,_4 ;' , , rd� -r �' ` �' ¢. � � � � � : : � . „ 4 � ti�`�`<�;;i ,� :. ; "`�" � l?�; - ��� � ir«�:4 _ - - - ��..... . � 6'.(15Qmm), �; ..� ,- 4 � �i ., �" �� - , ? � , ,.. `<, ' - _ � MW \ '�`.` 1 i �'("'.�,—+ ��1�.: ^ ' . .' r. a .9/i ���� � / / . >i . . C, �iSv':l '-�0 \.'"t_ "i . . , _I_ .._. ....., . . . 2 EA: � ,;. t�,, ,, _ „ ,' . ^ i't. ? 8' SUBBASE COURSE "s 1 . _ �� �`i���� �,'.., � .���`�.. \�.',�` �4 REBAR o 4=6 . . . � . . , ,...,., y:\} .y ��r. i.. '�i.l � t..; t "�a - 9-03.14 (1) .., __ _ � � � LL.._T��.� � . . . . . . . . � � . ; ; "`l ti , , a � ti� ., � � . � l� w �-�-�{ �" � �c .' �,.� � `• i5.�r� )C -� ' . � . . . . . . .. 1 � � o� „ v ? " � ;' > ,� , " � \'�''� I ��� a iS PLAN SHEET IS APPROVED FOR N ;' 2.5 �., . , ..: � ;'_ �. - I TH CO STF2UCilON IN ACCORDANCE WITH THE � - - �� ^ 1' A. N 2 EA � � , > ;>/< ' 'o ; _ : i� L � .'; . , ^ :; r � -� ' i i ' `_, _ :, ` = i -, g _ � � l ,y I o z CITY OF ANACORTES OP.DINANCES AN� POLIClES. ACTUAL CONFORMANCE OF Q( OLE , r, , , � _ m� s, � . -�- 6 . . . � � -w. �,� � -�,. -�. %-�� � . . I � �-�'',��� � � a . ,_�� �i '� � � THE DESIGN WITH APPLiCABLE LAN1S IS T}iE SOLE RESPONSIBILITY OF THE �! ! y o PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON iHIS SHEET. 1 I "` � � ACQUIRING, COMPLYING WITH, AN� PROVIDING MITIGATION FOR RLL FEOERAL, � 24p � ' �� �__,.�' �, N STATE COUNTY, AND LOCAL LAWS, PERk11TS, AND MANDATES, iNCLUDING BUT 1q" �22"---�I 8" ��^�--22`� II10" � � ', \' -. / ;, ��� '' � NO7 LIMITED TO THE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMiT, � (� GENERAL NOTES SiAiE DEPARTMENT OF FlSHERIES ITYDRAULlCS PERMIT, FEDERAL FLOOD PLAIN � � � � . . �Z„� � � � � �� L� EXPANSlON JO1NT MATER/AL TO BE 3/4" 7H/CK PREMOLDED ��., � _� '('� PERMITS, NA710NAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS IS � � �� 4D00 p.s.i. CONCRE7E � JO1N7 FILLER FULL TNlCKNESS OF CONCRETE SPACING ° ', ' �IIE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND �l-IEIR ENGlNEER. m � � � 2 EACH CON7INUDUS �4 FElNFORCING REBARS � � ' . 2. FORM AND� SUBCRADE lNSPECAON REQUIRED BEFORE �:---" -�' '----- -.'- THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSiRUED AS PROOF OF � POUR/NG CONCRETE. ' �s COMPLIANCE WITH APPLICdBLE LAWS ANd PERMIT REQUIREMENTS. � WElGHT = 205 !bs � - � � � � � CONCRETE NOR'WES7 PRODUCT OR E4UA� �� � 3 DO NOT DRIUE OVE'R CONCRf7E FOR A PERlOD OF � � .. .. � SEVEN DAYS (CUR/NG 77ME) � � . . . � � � � � � DATE � . � � � � � � � . � � � . THIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. .. . �v-dH�o� rvvav -xa w�nvna � CONCRETE WHEEL STOP NTS E CEMENT CONCRETE VALLEY GUTTER NTS F DETAIL NTS G TYPICAL YARD DRAIN INSTALLATION DETAIL NTS ; ik � t ARCHI�TF_CTURE � � 4010 Lake 4Nashington Blvd. NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 i �+A� . � ����,�. . '���� o � p� ��� � � m� � � � ��� .� � m ���� ��: a�oae�o� � � � �� �� � ' ��9�COP��$ ��Qilp4A5 Date: 07 f i 3/200� e PPQjeCt I'PO. 070�48 Drswn: �'.4F3 . ��������� � :. . ��g ��������� i1 , + � Sheei Ydo. � I � � [V � O 0 N r�i 0 rn � a m $ V �, w 0 h � � 3 a / a � 0 h O � N O O N / h O N Q � N CONCRETE _ REINFORCING STEEL _ H W T a b c d e f g # # # -- ' -�� T 3'-6' 8" //4 � 8" 4� 8" 4� 12" 4� 12' 1'-10'I10• 0'-8• . . . . . . MRWTAIN� SMOOTN 6'-p" � . . � � EDGE WFiERE POSSIBLE � — � � � � � �� � ��' �..� �� � ��FOR CONCRETE �CURB POUR -�� T 2�-10" �8" #4 � 13" #4 � 13" #4 � 16" //4 �� 12" 1'-8" , 10" 0'-@" � . � � � . � � . � �� � MIN. . . � . 5 -�� _ � . . ' . ' � . � 12' . . . .. . . �,�w. � -," T0� 2,_a' � a" pa � ,a" #a � �a" #a � ,s^ #a � ,z" r-6" io" o'-s" �1.+-1 _ 4 -°" - . ul��l._f� � 2 . 5 � MATCH EXISTING '-t" Tq' � � . � � . ���I,_ � . . 8.. . ',, �. . ��� � PAVING TYPE AND 3�_�,. i2�-0'� 4" #A � 18" #4 � 18" {/4 � 18" #4 � 12" 1�-6" 1�" ��-8� � . .. . {����' O �� . ------- -0EPTH L �{,{ y y,� �� I N� � . . Q� . . _ . a .. � ,_ a' _ . . . . . . . � � � � � �-� I !—I � .. � � e `._. e. � . 2 - BC; i� 1f� if I1T N 1 6 ..^I y. 6. � . � � . . � . , i 2'-0" 4" 4� 18" � 18" 4��78" �� 12" 1'-6" 10" 0'-8" z � � � ���li���ll . . y` ,„ .. .y LESS i W _.... _._ _._r. ........ - . � . � . i I i=jJ �,�I I Miw. , ' - - — � � �� q m i . �_�� I -- _- ' - — - -- _ - '�� 1 3/4' r ,'�: c r ^ _ _c r ' � i�i1=����� _ __ � �fl�- CLR � ' ` 1 a ^ —� - '������ 6" CONCRETE CURB � �.. . -ii������ � � i � '' TT'Ifff� II � � ,' . � ..� R \r �/ �, ft ' "' ,1-R �P , � �..RI 1 �� . . . . . . � . � ���'- i I — — I T ` � .�� I'—�—) ��I='���� 4 1' I�_ li���-��III_'�. � O � ''`.. l_._ c O . . . . . __�I _��-'III- . .' . .. Q c fi_..r.. ,��,. ' _. �1_.�. � _. _ . �� EXTEND CSTC TO 4 : �� � � „- '� - �� PAVING SECTION �� � _ � . �.. �' 4 3 BAR � 12 12" BETWEEN JOINTS i7y � � � � CURB � � � . . . ry ��� �,� (HOT mix nsvHa�r> . i . . _ . . . � _ _- . . . . � . � � � FULLY SOPPORT � � ' � d <,�.�, � .�PER PLAN � rYPE� . _..I`� . �. --' � �' - � . .. O . q :. . . _ ' _ �p . .. . . . ��----� . 12' . . .. . � . . . . . . � � �. - � TYPE 4 j__ � � . . . �. �'^ � � . . . . �. . .� .. . . . . . � . �. . .. . O � �, , '� (CEMENTCONCRETE� ."� � � � � . ' �. � � � . .. . .. � � . � . � � � � �,�� . ���MIN.ITYP:�� � / � .ei . . � ft�PORTAi�T �1NFORMATIONi � � � � � � � � � � � . � i �� � � . . ���R�FiR TO ANY GURB REMO�'AL, CA���� CITY i�SPEC xCR.. i0. VERIFY TNE CURB REMOVAL. mE COKTRACTOR SHALL � �� � � �� cEMEH�r ci�NCRErE Ex1RuoEo cuRe ��� , . REUOWE ANp RE�LACE�ANY�AND AlL SUNKEN,��TIPP£D, CRACKED.OR BROKEN CURB�WITHIN THE PROJECT LIMITS. k T '�� �' � � . . . � B S' _ � # 3 8AR5 (TYP ) , - .. _._._ _._._ H, ...__ ..__- _. IrtSPECTOR TO��D�TERMINE THE ECGE CflNDiPON�FETER�CURB ftEMGVAL. . � . � . � 6 � �� : . . � � � . . . . � . c � a ,L� e� � �.� ��,, ��..r. 6� '� ��_; � SPACW6 OF pNCHOR BARS . . . � .. . � � � . � '', ,' � ,',� '�'�� . . . . .IFOR TYRE$ 0. 5� ANO fi) . . . . . . . � .. . . . . � .. � :� ' ,�. � . � 4 ._ . I , � Q.,, ��. ! NOTE . . . NdTES iF fNSPECTOR RE4UIRES SAWCUT: a` ' ,� �` " � , "';P n� � JOINTS MAY �E FORMED �URING !NSTALLATION USMG � __ � ^- �� � A FIGIO DIV�DER OR SAWCUT AF fER CGNCREIE CUHtS � �7. SCHEDULE�CURB REPLACEMENTS AROUN� THE PAVING SCHE�ULE. � . "`� n � `R P� `"R ��'�, ' ��R ---��:� �-R ' , iowiwMumsTraeN�rH. � ;: _� N 2. FOR CURB AfY6 SlDEWALK INFORMATION,' REFER TO SECTIDN 8-04 AND 8-74 OF THE.CURRENT WSDOT � . � �' ' � �� � ��� ���.. � � '���. � STAN�ARD SPCCIFICAT{6NS... . � � . � � � . . � . . . ,4 a .. , :o. - , a . - t. i. i � _.. � l t. � . . . . . ,, o : �o i . . � ,„ . . : F fi \ , � � � 3. PREPARED SUBGRADE� (CURRENT��WSDOT�STAiVDAR��SPECfFICATiONS 2-06) � � � � . � � � . . �� � �' � MU TYPE2 ;: ,,� ��.. �3eAR . . � � {HOTMI%ASPHALTJ { ,if, ' . 4. 4" 4NCH MINIMUM �OF 5/8 .CRUSHED �.SURFACING TOP COUP.SE (CURRENT�. WSDOT� SECTION 4-04) COMPACTED TO � .� py L � . .. 95% OF MA:( DENSITY: .. � � � � � � . � � � � i � TYPES � � � � �5. ,NSTr�LL 3 lNCH MINIMUM CLRSS B� RSPNALT�PATCH TO 0E COMPACTED TO 92� MAX RICE DENSITY � � �cereNrcoNcaeTe� � . �� . ' � t2oo2 wsoor sECTioN s oa.3t�o>e}. B PARKING LOT RETAINING WALL NTS . . . o. CROSS-SICPE OF NEW ASPHALT�SEC7ION. SHALL BE LESS 7HAN -0R EQUAL TO THE EXISTING CROSS- � � � � � � . �� �� ,. � - j ����I � SLOPE ANO SHALL NGT BE�LESS THAN t% WITH6U7 APPROVAL OF�THE CITY ENGINEER. � �� � � �q�s-� -- � � � j,l', , �' .� �7. ALL� JOINTS BETW�EN OLD AND NEW ASPHALT FO�BE SEALE� �(2002 WSOOT SECTION 5-05.3(8)B) USING A � � � � � <- aF w��y� 'JPJ �$ s�l � hi.OTE PGURED JOINT SfALANT (2002 WSDOT�SEGTION� 9-04.2(t)). �� � . � . . �� . � � . . .......'� ..... , ^ .. �o ...... .: .. � 'v h,�'� � � ,, a4y ;� � �� �I .. � 8. REMOVE�12 �INCHES MINIMUM��OF MA3ERIAL BEHiND GURB. ONCE NEW CURB IS INSTALLED.�TO EXISTING GRA�E, � � . : �� � �� . ��'�, � � �� ���� � ; � ���: � � K ��� ,'_� �,���� . REPLACE WITN COMPACTED DEFTN TOP SOIL. (CURRENT WSDOT SECiION 9-14.1}. � . � . . z' Z_: $ .; 2 �rz . ? 7(z" . s .. z t,z _ _ I . � �. . . � � ... �.. � $ . . � � . . . . . . . . . . : � . .. . . /.. ,z�@� �` 4 i . . . . . . . . . � . . � . . � . . 90� /�F � E.15 �O `C € � F g 1 iHIS PLAN SHEET IS APPROVED FOR CONSlRUC110N IN ACCORDANCE WITH THE ! > � F `�s�e.R �r aa� �� NOTES F�R SMOOTH EDGE: CITY OF ANACORTES ORDINANCES AND POLICIES. ACillAL CONFORMANCE OF ;�p' � i ' � fs�o,�,�y, F'�� �;F �,_� THE DESIGN WI1H APPLICABLE LAWS IS 7HE SOLE RESPONSIBILITY OF THE , �. i� ! , Y ^ry _ -_ Ie `,4`I 2. FOR CURB�AND SIDEWALK INFORMATION,.�REPER TO��SECTION 8-04 AND 8-14�OF THE CURRENT STANDARD� . PROFESSIONAL ENGINEER. WHOSE NAME AND STAMP APPEAR ON THIS SHEET. . �, � � . ��, . . � � .![xaFisn�cus;_zn.mo�J� `�=�_xi SPECIFICATIONS. ACDUIRING, COMPLYING WITH, AND PROVIDING MIi1GAl10N FOR ALL FEDERAL, �', 3. PREPARED SUBGRADE {CURRENT WSDQT� 2-06) . . � NOT�. LIMIiED 0 iHE ENDANG R D SPECIES ACTD EDERALEWE ITLANDDPERMITT ' � ������' �� ���; ��� � � � �� �. ''��. �����. � � . � � � . � � ������� ���� � � � . � � . 4. 4" INCH MINIMUM.OF 5/8 CRUSHED SURFACING TOP COURSE�.(GURRENT WSDOT SECTtON 4-Q4) COMPACTED TO 'k t;,R-' ' . . . 95� OF MAX DEN51?Y. STATE DEPARTMENT OF FlSHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN _ � f, �' '"g , R � � PERMiTS, NATIONAL �POLLUTANT DISCHARGE ELIMINAiION SYSTEM PERMITS IS __' 1 _i. �, _! _ i ��. �' `-i r. � STAt�B06e�D�ia1�Pl �='f0.42=0� � 8. REM4VE�12 INCHES.MINIMUM OF-MATERIAL BEHIND��CURB. �ONCE NEW CURB IS INSTALLED TO EXISTiNG GRADE, THE RESPONSIBWTY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. j...., sneer•oF+.sneer � � REPLACE WITH COMPACTED DEPTH TOP SOIL (CURRENT 4YSD0T SECTION 9-74.7). THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF NpE3 ' *aB^R " " COMPLIANCE WIiH APPLICABLE LAWS AND PERMIT REQUIREMENTS. ' APPROVFDFORPURIICAiION � �� (HOT MIX ASPHA�T� � � I � . . . . . � . . . . Ken L. Smith Of-23-OP �_ TrPes �.:,, �,�„����,.,. �„� � SCALE: NOT TC SCALE �� � � � . � (CEMENT CONGRETE� ', T wa:n�npm� sima o.porimen� otrm�sponano� 'I osn��vN ev: s.�. ��'" �F DETAIL: ST-03 ��� ------ ---� �F+�E: sT-o3 cuae REP�acEnaENT.owc CURB AND GUTTER °A� _ , �� � EFFECTIVE DA?E: REVIEW�BY DA7E: �REVItW£R`. � '�, '.� . ���LACEMENT � THIS �APPROYAL WiLL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. � . . . . Ot-20�-20D5 �� 07-20-2009 BUCKENMEYER � � c o Ra �� � � . .� . . . . . . . � . . .. . . . . .. � . . . . . . . . . , . . . . . APPENDIX�A - STANDAR���DRAWING 20U9 A DETAIL NTS C DETAIL N TS � � VARIES (SEE CONTRPCT? SEE u _ _ � �.CENTRAL ] il2 I . TRUCK. .. . � . . GENERAI NOTE . . . . . . � . . . . . �. 6 . � -� SIDEVJA�KMAYBE.40JACENT CONTRHCTION � .-��1�� -.�' ISLqND � ''{"' APRON . . . . � . . .. � � ' � SLOPE ROUNDING � � . I � � � q• , . � TO n VYFLL �SEE OETAIL) �p�NT � ��2 - FACE OF CURS . 5 1/2 �' � �S2E S12ptl2fd PI3� F-3 fOf Cutb EX an3lOfl 2fid COOSF2C�IOI1 .IOInY S 3qf1 �� �; i• 0" . . . . _ -4VH°N SPeGIFlED ' .�. _ .r I- : . . . . P P 9 � V2" ft: .. � �JFL ^_...r. 1•, R � MIN�B � SI�EWALK . . . IN CONTRAGT,' �� S �FWA�K � 6 uT. �,. . 1" R il? F . �. � .,' F . . . � . . . � - . . � ...VARIES. 6 - 0 MW. .. .. i � � ... .. VAPoES 6 -0" MIN � ... �: � � . . . . ... PAC[ GF CUHB � . � � ' , (SEEGO�RAGi) ' . �. . ' r:� ' �� j � � � � TRUCK 10" ROUNOABOUTIAN`c TRUCK ,. 10" I 12 �� t201)N�A20lITtANE � � � � . .!a. . . j -�- � -- �. (S�FCOYJTRAGTI � � ' TOPCF 1 �-• _____. .-.. ._.....� ...... .__.._ <� .<-... _...-}-_. _ �..._. ....._. ._.-.. ' , ' �� ��, . APRON APRON '. I �. ..6•' _,. � �� = Y.. . . � � .: �- � �I . .. , . �'�,�, '; . � . . ; , ROA(JNJAy � � x ., .. _ �" 3 . - - FAGE OF Cl1RR �.� � .,,�g�..f . FAGE OF CURB . 1;2" ft. . �.. R . W � � . . . tf'•• R ,TYP ) , CUR6 NOT � 12" R. (TYF ; � ' t �- t �. � 1 '"�"'-'" .. � CEMENT CONCRETE � . . , I ,. y. ` :� . . . . , ', . ' . . > 1 , 12" R. -. ., . +l2 R �. �, I ,.. � _ . . ° ��,. ° . . �,. . Y 1 �: ` � - INC�UD'eD Q '�' ��, . 1 � ' '�� - - . . . � a SIUEtNALK OR �¢ � I f. d ' e' o.voMFX � �/a � 2%MAX. � . -.;. 12' 1 . . .�1R"R. � �12"R. . l-. I. _ . L_ ^ .. . . � . ,:c . 54P d � � . i 1 y _ _. _� IN BID ITEM r �_. � ___ .. � � ' . . . . �OP OF TOP OP �.. . � .. 4SPaALT CONCHETE . ��cc _ � TOP OF . . j� �` 82... ' '.�, . .. � .-... .. -�.�� � � fiF*' x.`., .0 ��' . � ' ..... . T ..� � o I � � APRON APRON ` APRON I',., . ... ip" R. , �O' � PASSAG[WAY . . .^,i1.� '.. ___ . > �. .. —.... \.. ^ � /; �', : � . . ,. � . :.r� j . .. . .. .. . �\ ' �. ♦ :"T fOP OP \ 1 . � ( � TOP OF - . � � NOTE; EXTENp51UENfALK?RANSVERJE � � 1l1"PREMOL�EO .__�"" .'.�._ . C::( � � , - .. �� . . . � , � '-' '-""---' SEERAISE� - .—"' ^' :. , - ' " ;. `+{. �J ,'"- HOAO'NA� .� �, M) C� .� r;� � ROADWAY ,. , SOINTSTOINCLUUERAISEDE�GE � �� � � JOINTFl!LER SEECUFBFACE`JETNIL '- i� g �� r ��� � . � EOGE DETAIL . � NOTE: EXT�ND S��EWALK E tl� I•. .. j - ._.� � � � I � �� j'� . Ralseo eqce oeTai� CEMENY CONCRETE SfDEWALK MONOLITHIC CEMEPtT CONCRET� - V rFnr,<veR�e exP,,Ns�oN T q • ' —� ' ' ' � � � � , �� �- L4" PREMOL�ED JOINT FlLLER � � . . JOINTS T01,9CLUDE GURe!FULL DEPTH) �1_ ROUNDABCUT �ANE L� n_ ROUNDA90l1T LANE '- (VNiEN AOJACENTT�J CEMENT � . � � � WfTH RAISED EDGE � � CURB AND SIDEWALK � � �� � " , - cRoss s�oae � cRoss s�oaE cordcReTe sioEwniK� � �.... � . � . . . . . . � . � � � . . CURB FACE DEiAII �. . . .. � � .�' . o .... .. �.t . . e ���' e CEAAENT CONCRET� . . � � � . . .� � . � � � � � . . �.. ... .: � �: � � � �' � �{.. ROUNOABOUT TRUCK APRON P�DESTRIAtd CUR� . � � . . � � � � � �� � � � ROUNDABOUT CENTRAL. ISLAND RQUNDABOUT TRUCK APRON � C€M€NT CONCR�TE � � � I � CEMENT CONCRETE CURB CEMEN7 CONCRETE CURB CURB AN6 GUTTER , h ctMeN: coNc�ere . : WALL Oft BHRRIER . . � � � � � � V2" R ��. . SID[WALK RAMR : � � � � r VAft hS _. ' � ^ � R � �N�ING. OR DRNE- ... , ��_ .. � � . � VAPoES (SEE CONTRACTJ � � � . . , '" � �� � � WAY ENTRANCE . .. � � � SiDEJVA; K MA� 8F ADJACENT . . . � � _ ,. PftOM .o � . '� � . � . SIDEWALK _ �. . � . SiOPE ROUNDING. . TO A WA�L ISEF OFTAIL) � � ./ ��',a� .. . _I.. .. ._. � �' . :.:. . ' 6" TO 0 . (. . . � . VAPoES 92" TO 25 i -�- hA�E OF CUR6 � FACE OF CURB ,. � � „�� � '� ... . - � - WtlENSFECIRED ` . . . � . � , i . �� li � . . . . . .. INCON�RAC7, � . . . .. . C' VARIES � �' _ ' � '- . . , .. s-� v+ _ 5106WALN �.- � 6ROOML�] FlNISH ', i' i ^, , 6 L2 ! .. 6 12' 6..., , � " ' ,, . . . � .- �,< R � . ... _ .. _.�� .. . �� + ���� � . 4 WIDE. SMOOiH __.. . ,.J, �'_ ' ' . � " -. MAINTAIN 1H:6V SLOPE � . 0" TO 22 1 i- -{ � I VARIES FROM 6' TO 0, - _ PACE DF GURB '��-- FACE OF CIIRB � � /� .� � � '�,(S[E CONTRFC �I 5 1iS � 1" VARIe�.S ON SIDE OF CUR9 I. � j .. � � ; VARIES' 6'�-G" MIN. �. � � � � �� ' ��� iRUVUELEO PERMEtER n �, ' . � '. __� -.i �� .. �,,�. � (SEE CONTRACT7 . . � � . . , . .�'�.,-� r / ., ; ... K �k J � MATCH � � '� LEVEL - � . � ��. R. , . . . ._ 1l4' PRFMOLDEO . � � . � n . .. ,; .,. .. . �, ,' � � 15 _Q- � , � /, ,r'-, .' �. . 1" R. -- IEVEI � 1" R. - MATCH 1R" R. . �. ,;.. T. R , MAiCN �� ^I� ' .'' �� � � � JOINT F!ILER � - MPTCH ROADWAY � . . �I � �..�. , `'c .. .. I ; ;-112 R.;TYP) . CURBNOi' . . ; . �� y . � .;�, yT ROAOWAY * ' : � ROA�VJAV �, i :.. ROA�WAV .' .. SIOPE . . /: �� , �...... 1 . . ., . (�,. • � i ���' TOPOF �. � :I�II: � :'� TOPOF [ SLOPE v2 R. I 7% �,� . . i�INCLUDCD ' O,. '. ,. � �\ TOPOF SIOPE { - ;� SLOPE TOPOF ��- � ', I � .. ;"�- . . . . . f_' I, Y o MAX I. / IN BID ITEM � y�% � y� . ..., ... �. . '_ � � ;p P.OADWAY i `o�..... I . . I �.; �� -, �. , , ���i _ , . .. . , �, yy , , _- CEPA�NT COMCRETE � . � �,/ � ,-- 1/2"R.•. � � ,I �� : L2 R. �' ROADWAY � .. �• j 1 " -� 12 R. � ROADWAV \ �V4...PftEM01.�EG . � ' ; ._. ..-_.�_..-_,`. .. . . . � �:/ i.�. '�.., . :'/ � .... : UY.� ; , .. ROADWAY . ,. I ; `�j . . .. II i dOINTFILLFR . . � 'a.r. , � �: ; •.. . - _ .. � . . , , ,�r ;,. � �.. -- � ; ; � . , �y i �__, == ' i ° �! yi. �--- a ; ��a��r�zis � cUr�e i i . \. � ;,. . , �;z - . � n i' . �"� � � / .-� � ` . � � � , . .,, "-'�_ ' � " . i ."'j � --�--� AT 5{OEWALX RAkSPS & tAPlOINGS .. li � . L__\ . _.. . . . . . " V4" PREb10L�E� ; -�— . . . . �� � . Pi � /� ' ' --� „- . ° ° , . , . ` , . "O. � .. � , � .. .' . � . . . . . � � � . JOINT FlLLER � � - ., � / .. � . . . � . . N� DRNEWAY- . . ES " 5' GI . �.,, . �_ _--' C'vHB ANU GUITER SNOVJNI ,'' � ., I I f � p A tPIiRANC i / EMENTGON^RETECURB � ]� u. �"II � . . . . . . �'� �. � � ...... ' yi,' :.. N�T INCLJ0=01N gl� ITEM ' � ' ' I '<a�� � � � '� ¢�'�� J ;n'I . . I SIDEWALK ADJACENT TO WALL � � � � � � � -� � - .. � . . . �: ae7All CEMENT C9NCREiE SIDEWAIK 0' ` / � ,� . ' ��, , i ' � Fwsn �nnrri curTerz i _ . _ r ... . . . _ a�,NarsioEvunuc , i,_. . . _� � AOJA6ENTTOCUB6. . � -��' � i�. �A � � � .. � � �9 VZ' � 11 t2 " 1 -8" . . 7 -6 ... . .. . '. . . . v �''. ,.� f ,f:� ' '' .. .. _.. . : , RAMPENTRANCE � . . � � � ' � ., � ��, � � :: �� � DUAL-FACE6�CEMENT CONCRETE CEMENT CONCRETE DEPRESSED C6JR6 SECTION ' - � / � �/�. � � �-'°�'� ' �e,�,��}' 3;� I' 'a%' r TRAFFICCURBANDGUTTER TRAFFICCURBANDGUTTER nrsioewn�Kw,�+asaxo ,;� � �'°p>, � � , i . . . � � � . ' V/'. ,:.-. �.con�raacTioNaoivr� . . , ! _ _ , . � .. ,; ,.x . . . � .. . . . . u t,._, � . . . .. - . . . .. . . ! . . . o . . . � i � �- -, ta �. - � � � .. . .. .. . . .-,.i . . . F . � pRIVEWAVENTRANCES . . WA-� `. 4 5 � - ...'' f ,.�,�. ,� ; , ..IN SIDEWALK ONLY .Q' �q 0 NIN� � � .. � p', Q . a i'{ D I a'- _ � � . . .. , , �� � . ,t, .,.. �T 5 =� €�t - . . . .q.Z' QF _., r� t . ,s�u . . . � . . . . . . . . . . . .. ... ._ s _ ,: . . � < . . . . . . . . . _�' . _ - ^ . . _� .- o ...:., ,. e _�_ e _ . � � . . . . . . , . . . . , .. . . 4 . 9 i . . . . . . . . .. . . . . � ./ . _ , .� _..x-., . . ... . .. 4. . .�g� . ��i . . . � : � „ , ��. / �' ... �. � r . „ , ,. . . . . . � �, . 1 . � �; . � ( . ! � -� .,, � . P%°ANSION.IOINT IN ROTH �� � � I . � . ... � � � \ � m .VPRIE.S12"7024" . . % � � �i `n . . . . . �, � � ; . . S��oi z F.. .. ... . .. FACEOFGIRO � I-_.. . „' S w �'.� . . . � . , y . . . .. . - . - l'`6 . �OURBANDS�QFWA.X �,> � ,. „ . -, . . _ � � ���` . . . � . J , . . � i . .. . . � . � > �,_n�o � . � � .. . . . ��..5� . ,;y' . i ,' .a � �v� �¢ ��? �o�l ¢ ��- VARIES " __. ,,.� -��� . . I _ � � . "c .';:��' . .�. �.,Y6; �� � � ]V4 � �.:.-..FACEOFCURB . P `�'1� � � 4���?> ' t '. 10' TO 2 P' . 6 1,2 . ���`-- 2a035 D 4' a � vAaies(seeeoNrane� �. o - ` .'', _.:_ . ,-,. r----� ._- ___, � � o -t . � � .. � � � -.SIOBWALKMi1YB£ADJACEN? � �'� �' � �'�' . o ���� � I� �"� . � . ` � SIOPE 90UNDIN� �, , . `�� q ' "i � /' � . /' f� ' . . . � lG A 4VAL� (SEE DETAIL� � - . �-� ,c �,. . ?,y 1 y1BP� � I `R' � FACE OF CURB i I�SEF CONTRAG���, � �' - FACE OF CURN I ,,,. I �� , �' PF � � �4Q' t` 'rz' F� I � � -wi-iehsaeciFleo�. :��. . . � � � � � ,,• �. JOiNTANDFiN�SH . }�� ����z„�, , .. . �ev�,4i. �,,,3° 4� ,--`v2rz.. . Fs ��s7t }� . 3_ t� . . . ' ,. . � ;l. I C,� :.,we��� 1 R�. �� LEVE.. I ,.. i ft. ll9 R ' i I.,'._ �.R '!7 ft . �. � .' . f��:VAl. �`` �.t�`x'I . . . .g INCONTRAGTj ...�_ ... jI�EWHLK BUPFERSTRIP �. � �DETAIL � �\�al• M1M1 . . ` I .1 . � '1 ._ � . . . ` �I ¢ . . � . . .. �. . . . ��. � _ ,..�, � / I Pj.,.`.e ' i VARIES'. 5 0" MIN. � �ARIFS' 3'- u MM �� .-- ---- ' i> .- ��:I TOP OP l 4 1 �...�. . �.p � ->.,. ^.. I . ISEECONTRACTI , ISEECONTRACT). . . . . CY.FIRES A„GJS 2e.2�7 �_ �^i 20AUWAV :� . m•, I�, ' .. . ,� m'�, �'�.. ROADWAY � � i . � �4 TOPOF 1 ��. t�'-l� �! FOPOF � �,[%FFiS .,ULV � 2`v�?..�� `3 .:F� � . . .._.. . . � � `. � I t / ROFDWAY . � • I �� t ,-.� ROHOWAY ..__ _ � . . ��� irz a :Tva ) -... �, � cuaa NOT . . � . „s�� z . va ro va• CEMENT CONCRETE ..r �' , . �- t. � �. � ° ... � � � � � . . zs e' z � na� � iNcwoeo � � M6�IV'6' CO Ei i IN BiD ITEM ^ � ��' .�'1DEWALK " � ,' �+`E 9VCR C^ fil9R�eS ..,.�. . ,.,. �-- ' _ :. . . , . . . . -�`'�� �° '� �-'-�-' :;�;�'" '�� i � STAIdD Pt.WPI F 9Q 12 00 � ,..., . 'v fi - . .. . . . „� - �,.d, � � � ` jw � srawoarao P�ew F-so.�o-oo � ° -�-_ _ z o ' ��:o �� . w�o � . . . .. . . �,� � .� ,r . . q. , � jHEFT' OF 1 �HE�T i � . . , �� ' •. �, SHEET ^ OF 1 SHE:T . . . . . � , � � ._ �... AFPftG\FO FOR PU9LICATION ..... ... . �, �' '� . � . , ..."APFROVEO POR PURLIGATION.... . PftEMOLDEL` � ����—� . . �� . •. 1'IC '. .. 1319" ... 8114" I. 01r� . . GEMENT COPJCRETE SiDEWAtK — - I Ken L. Smifh 01-23-07 i -'- - '_ _ ' Kevin J. Dayton 12-26-66 j . .... ApJACENTTOBUFPEftSiRIP . � �� � JOINTi�ILLER. . . .... a..... ..�.- �� . ....--iA r �.v. . ..'�na....� . � DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMEN7 _ ! � .� � � � � � E, EXPANSION JOINT � CONTRACTION JOINT �i � wa.n ��g�o„ va�e orpanma,�. or r2�.�+ai o� . � � we,n��sio� s�wa o.�anm.� at t��:ca+oi =� i .� I CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC GURB j j� DETAIL NTS � DETAIL NT5 � �� �� �s '?. �s � ° i:. ARC�iil7ECTU RE �4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA98D33 . p 425 828 8948 f 425 828 9067 � �� r _� � . ; �r� v �T,., ( I L k.�� � � C � f � Wnac�rte� �arrepass m��: oze�s/zoos Pa�ajecS, Pdm. 07084� � Di8i7Il: � � � � � ���}�����a���� . . ��@i� ��ia���6��� � . �� �� DETAiL J�188�, �Oa � �. . . I II � a u� iV � m O O N M O cP � Q o+ 3 � C O r / � 3 � � � 0 r 0 / n 0 0 N / m e� O � 1 O i hl .. � �� � �. � � � � 4" WIDE, YELLOW THIS PLAN SNEET IS APPROVED FOR� CONSIRUCTtON IN HCCORDANCE S&STli THE STATE APP. 6" HlGH PAINT STRIPES CITY OF ANACORIES ORDINANCES AND POLICIES. ACTU.4L COtJFORMfsNCE OF � �� � � � .i> SIDEWALK TYP. THE � DESIGN WITH APPLICABLE LAWS IS THE SOLE RESPONSIBiLiTY � OF THE � �� � � � � � ACCESSIBLE �� PROFESSiONAL ENGINEER, WFiOSE NAPAE AND STAMP ,4PPEAR ON 7tiIS SHEET.� PARKING SIGN " ��" �� -�c ACQUIRING, COMPLYING Ve�"fH, AND PROMDING ARIl1GATI0N FOR ALL FEDERAL. R7-8D1 ��4,_p» Zo a STATE COUNTY, A�dD �OCAL LAWS, FERMITS, AND MANDATES, INCLSShcNG 9UT NOi LIMITED TO THE ENpANGERED SPECIES ACT, FEDERAL M�ETLAND �ERR�IT, � � . . . � ��w� � � � � � � � ' � � @IQII� a v~i � STATE DEPARTMENT OF FISHERIES ITYDftAULIC5 PERMIT, FEDERAL FLOs`1D PLAIN 0. SLOPE OF H/C PARK'G 2'-0" I Z PERMITS, NATIONAL POLLUTANT DISCHARGE ELIhdINATiON SYSTEM RERPAfTS IS 0 � �° � N. � SIDEWALK � � . . � STALLS & AISLE SHALL � TYP. '� g THE RESPONSIBILITY OF THE DEVEIQPER, LriNDONMEft, AND THEIR EP3GiNEER. NOT BE GREA7ER THAN � lNE ISSUANCE OF THIS PERMIT SHALL NOT 6E CO?dSTRUED AS PR90F OF � 1:50 IN ANY DIRECTION °J COMPLIANCE WITH APPLICABLE LAWS AND PERMiT REQUIF2EAIENTS. . .. z �. W . . . � . . . . . . � � . . . � a � . ' 2�-atl. �. > c¢.� . �� � � � . � B � DRIVEWAY OR �� � �' � � � � � � � �� � � i� CURB RAMP . . . . . . _ � . . � � c> o o DATE °� iO THIS APPROVAL WILL EXPIRE W ONE YEAR FROM THE DATE NOTED ABOVE. .. . . . . . . . . . . . . - . . . . . J . . . . .. . . . . . J . . � . . . . . � . . � . � . INIERNATIONAL � � � . . . � . SYMBOL OF �� � ACCESS PER Z - � WAC CODE � WHEEL STOP � � � SIDEWALK BEHIND RAMP N.r.s. PER PtaN °� . � . � � �� . � . � �� STATE APR �� . , SLOPE OF H/C PARK'G STALLS & �� � � . � � � ACCESSIBLE ��� = AISLE AT WALK SHA�L BE QF � � � � � . � PARKING SIGNS EQUAL HEIGHT AND GRADED AWAY . urface area determined . ; 4' Min. , � � . . . . . R7-801 FROM WALK N1TH A SLOPE NO at top of weir ��� , �--.s- _� � . � � � . . � . � � . � � � � . � GREATER THAN 50:1 �� � w_. .. �.. _. . . �_._ � ... , _ .�_. _w ..._ . � � �� ^. . . �� n. Overflow R7-801 A . . . . . � 4_- - z �� � � Ia �-� Ia � DRIVEWAY OR � �� VAR�ES 18�-0" MIN. "� j , . . , 1' MIII. o �N E-S�oPE �� cuRe accEss e-s�oPE SIDEWALK �,L 3.5'-5 � / R ,�� � � i c ACCESSIBLE PARKING ,S4 DEEP PATTERN PEDESTRIAN NTS \��t � - 1 5 Mltl. //a ' S f � � . ;�; � o � �_ Flat Bottom _t \ R�pRap� � � � � � 2"-A Rodc � . - � � . � . . . . � � � � � � - � MADE WITH EXPANDED BARRIER CURB +nkshedgravel ' f _ �- METAL GRATE Note: Trap may be formed by berm or by � BACK OF WALK � partial or compiete excavation Geote�i�e � I Discharge to stabilized I A q conVeyance, out9ei, oe leveispreader � _ , � � � � � � � �51D�WALK iNTERUP7£D �Y� DRIVEWAY � � �� � � � ` `% � `� ��' � �� �' ,� � � I � . . . . . N.rS. . . �. .� .�, .,� �., :� �� � . . �. � , . ,• � _ . . . .. . .. L� � / �.. / ' j . � . . . � . . . . � . � . . �.�. � .. .. i .. . i i. . . � . . . . .. . . . . . . � \1 '•. A.� A/ A � � ✓ �/ . I �/� ✓ ��,/ �. / A� �� ._ i . . . . . . . . . . . . . . . . . . � . � x � �V� � l �� � �/ / � � � �..i� � / A% . . � . . . . .. . . . � � � �� ti �� � �.i2 r� � � � � � � � � � �� t2 r� � .i �:� s� �� � � �� � , . �� '�. - i � �.N i • � 'r�`✓ ' � : . � � . . . � '. . �,� . . . . . � . � .. . . . .� ✓ .. � � '.,,- ! . i �., �, A' � . . � . .. � . � � . . ..� ' �✓' ,� /� '� �� '\r �. �/ � � �' . . � � � ✓ -=, . '�; . � �� �� �, .., ,,� . . � Figure 4�22 Cross S�ctio� of 5�dirnent "frap � � � . � , � � � I ,. ,, � � , � �'� . �; �; �., � � � �.� .� � -.. � , � LEGEND: � � � � 12: t � � � 12: � � CUR6 � � � � ' � A. SI�EVJALKS - � 4� - � R2 & R3 � ZONES 5. AF� HEAD OF CURB RAMP � � . . 5/8" EXPANSlON JOINT � � � . � � . % . � � � 5/8" EXPANSION JOlNT PEDESTRIAN � � � 6'� - R4 & C ZONES � � � � � � � � � � . � � � 8' - CBD & C. C� COMMERC(nc AVE. - � � �. CONCREIE BARRIER CURB f I _ r_r ' 'r ������ �-- �- 6' Min.----- --�-�---- e-{ B. FUBLIC WORKS �DIREC70R MAY APPROVE AL(ERNATE � � � � � � � � � ' � SIDEWALK 6' M(N. 5' MfN. 6' M/M. ` � � � 6" 5 MlN. 1/2" MAX. LIP AT i-- � I� ' 1' Min. de th overflow s illwa � I ,_f', fl � �� �T- � C: MAX!MUM SLOPE � 6% DftIVEWAY � � � � � � . � � � i -.- i- � I � ,I_ �, � , j i'�, � GUTfER LINE iI-' I i i P p y I=I � III-I � D. MAXiMUM SLOPE: ��t � AS PART� OF SIDEWA�K � � � � �� � - - C!/RB I��,- �j� �, � � I i �, I I I 1= Ec MAXIMUM SLDPE: 1:12 SLOPE IN LINE OF SIDEWALK . .. . � � .. . 1 �CT�ON A-�-Jr _ p6mpaCledbaCkBll�� ���� �'��. :�..'.., � ' ..�. .. �..�:.. . ..'I� I�'I..'.Min.1'depth . � 2"-4"'rock �CALE. NOT TO SCALE � . .. � �. `j� Q �.� � SECTlON B B I I ..�I i I i. I .._� I I i I r-... P o�Awr� e�: s_�. G F DETAIL: ST-04 ��- Geotextile � I I� -'_ Min. 1' de th 314"-1.5" � R L E:� S T- 0 4 S I D E W A L K R O U T E: O F 1 R A V E L � W G ��� S I D E W A L K B A R R I E R � � � NOiES I-- .., '��.. � .�. �-I � washed gravel � � EFFECTIVE �ATE: REVIEW BY��DA'fE: .�� REVIEWER: �� ' FREE �ROUTE OF TRAVEL 1. lF LANDING AREA IS LESS THAN 4; DECREASE SIDE RAMP SLOPF TO 12: 1 � � � � � � 9Yq c o R�w � �. : 2. CURB RAMPS N?LL NOT BE POURED INTEGRAL WJ7H SfDEWALK AND SHALL BE . . � ..Ot-20-2005 07-20-2009 BUCKENMEYER APPENDIX A- STANDARD �RhWiNG 2009 � � � . . � � 1SOLA7ED BY EXPANSlON JOINT MATERlAL ON ALL SlDES, BUT NOT AT END . . � . . . � � � � � � . � � � � . OF RAMP ADJACENT TO ROADWAY � . � � Figur� 433 Sediment Trap �u24et � DETAIL NTS B DETAIL NOT USED NTS D DEPRESSED WALK HANDICAP RAMP DETAI� NTS E DETAI� NTS � . � . . . .. �� � . . . � � .�, � � nows ro r oF � � � �� - . NOTES . i R IN . . . � � . �. . . NOTES ... . . aaowS x v . . . � . � . , R � � � .. � � . . . � . i CU B RETUP.N . . . . �, . I RAD W S PJINT OF . r . . . � � A, FACE OF (.UftB LAN�ING � O�STANGE - SIDEVJAIK RAMP ANC � . � . c � � BACK EDGE OF SIDEWALK IS PARALLEL � I 1. Th8 IJOCOf71 Of IhB (2171j1 Sh811 hBYB 2 �2VE� 2f23 (f1Of Ifl B%CESS Of Z% Itl � � FROM P.G L. Th15 18y0Lit IS U58d t0 p�OVIdE eCCBS.. t0 8 5177918 ClOSSWBIK �� � CURB RETURN (TVPJ . � .,..� -�p pppROACH ROAOWAY (TYP I I ' j . � 8I1V dlfECilO(1�, 4� x 4�. . N �f , �� � � � - � -' � �� �� �� � � � � � � �-' '� �' I �,j 20 FEET 6' - 2 U2" � '.' - Y' PafB��E� f� f�18 Rt8)Of 54fEet. TfIB iJid 112fi1 °C.8(il8fti CO�G � ,' .. . .,. . �- � . , , . „ _ _..I . � . .._.. �.� .. . . � � . � , , I� r .... _. .. . � .__.. _ . Sidewalk Ramp Type 4A does nat �n..lude 4he adjacent Cur6 . � � � Ij � ... �� � . � l � . ,, -� i . 2 Layouts 1, 2, 8 3 r quire hvo (2j of Cnis hiA item: "Cement Conc. Side- � ��-..., � � � � I �w 3o FEe7 �� �s' - o va" i a� - a" � jor Curb & Gutterj, the Sidewalk. or the Cement Cona Ped- . �� , � g � i �� I � � ��-� � ,, i ��! ��'',� �.. . ��-� j� � walk Ramp Type 'le The bid item does not include the adjacent Curb y ��. L9o��s � � � ��-� a � � � � -� � i� � , ; „� � - � . . estrian Curb. . . � . � I �;:.J . . ` .:�_ . /- � . ce.menanuP rPF�� �rvPK �� � � � (or Curb & Gutter), or Slcewalk . � � z . �..5., .rarF ' � �n _ . . _ { ._. _. � � . . . . „� F- oFEeT s-ei�a I s�.aa�n� � � ---J � �� � � � ��' � � � � FF qc ��-� � 2. Ram slo es shall nof be stse erthan 12H:1V. . '� � �--�,y� � . �,, . � . . ' � . . / i . .. ,, �i� . � � 3. � Ramp slcpes shali no4 be steeper than 12H.1 V. p '. cpHTR COF 4UR ! I o so FEPr � o .. g aie I s� - i � . .. . P . P . . . P . . _ _ . _ �. �� � . �,, ;,,r . � �. �� ; ��. __ _ ____ , , ` . � . o � - � ��� ..ej � � _ . eo Feer ��, ir - ii vz f a� - s i�z �� � 3. �Avoid p acing dreinage structures �junction 6oxes or other C i � � � /. �� �/ � , ' .. �\ �. ,._ / � �� � � � �.4- Ta the maxlmum extentfeasible, ramp eross slooes shall not exceed 2%. �. � � � � �- � ; � �-�� � obstructions in front of ramp access areas: . .. �./ A �f� . � . • �� . . � , . � , /� � 70FEET i 13 0 9'-61R" � . � . SIUCbVALK -... .. . SIDEWALK _ �� g '�i 6 � ........ � � �' _. . - ._ . . � .. _... . . . -- --.-.1 ��� � � . � �� �-�- � .� si�ewq�K �� �� �� 5. Avoid placing drainage s[ructures, junction�boxes or otner obstructions ��-���.�; ao �eer I �a' - ti v2 io� � a vr� 4. Curb & Gutter is shown, see the�Contract Plans fcr the curb : � �'�,y,.,� v . . `�,. � . . ..._ /� ��% ��.., � � /� . in front oi ramp access areas. � cerneNt covcRere ;� ---- -! � �, - � - � � design specifietl. See Stantlard Plan F-10.12 for curb details � . r,, / j ��,. . � �/. -� ;i/ , / �. -'�... / / SIDEWALK RAMP?YPF 4A - CEMEM CONCRETE i� / : . _ WRB, OR CURB 90 PEET I 74 - 70 712 1'�' -�9 3'4' � � "-' �"�-- - '- ' VEDeS�RiAN CURB �'�. / AND GUTTER i- . i'' � i� �� � 6. Gur6 & Gutter is shown, see the Contract Plans for the curb design � / 5. See Std. Plan F-30-10 for sidewalk oint lacement and details. � � � � `. � ��/ � - � � � �'� j � � `. C�M[NT CONC. � / � -'� /� � 3!fi' EXPANSION JOWT � / y '"00 FEET 15 - 8 314 . 12 - 10 1!d" � P � � � �� '•. � � C.Efv1ENTCONC. ,_ .. l �, �., �\\ / .� �' SIIIEWALH RAMP / '� �r j j� S,O2GI?I2d. $20 $tdfld8fd PI8t1 F-l�.�Z fGf CUff] dEt21�5. (SEE STO. PLA4 F30.10) 7 D RAMP �� � � � . � - - `����. �; ���--� - ��- St�FWALK RAMP � � 5-- // � . TYVL 1 '- J / � `'-""� "�'�. j � � INTFRMEOIATF RADII CAN 8F INTFRPOIATFO 6. Th0 601101T1 Of 1h8 f2fllP ShH�� hBYB 8 1@Y81 df98 (ODI I17 0%CESS �. � / TY�E � .. �-'�- � ` /�/ 7, See Standsrtl Plan F-30.10 for sidewalk joirtt placemenf and �etails_ sioe�tnLK ( p� Z� /// of 2% in any� d7recUon), 4' x 4`. t� - / ' .-_ �,. . __ =i/ . . . _._�- � - ��. - . . _ - � _ ;- �-_ � � � r � � i � � PLAN VIEW . PIAN VIEW � . . i PLAN 41EW . .._ g - MP . . . 1 .... .. � ��' � � .. " � Y . . . . � � � � /� � � � A RAdAP . . LAYOUT�7 � � � � . LAYOU7 2 � � � � LAYOUT 3 . . . a aAI . � ��.. B� �,. � Y_ � ' / .. _ . . __ � �; ..._ .. B ^ � . . � sEF:Nor� z � . s. e n,oTe z � � . '� ser Nor� z . . �� '� i P} ° ! � . . . . . . . I �.� � . . �1 MIN. �MAX� �.. J J-_.-_ -�� �J� / C�i I �.. I � � �. . . . O O .� �b � . � __ -''� .__ .. _..__.._ _ . -_-- - _. � � � � Q . . . . �. . � . � . . � � � �� � i � A t S�8' 2 /fl" � � � _-'"�� . A . � 6 � . . . 2' � 0" - D[1ECTABLE WhRNING � . � � O � B S10�_ 1 1 <' � � � � � t nNt1ING . � ,� �_ � . � S. A �MSl�' M318" . . 4' � MIN i 6 9' MN � . � � � PLAN � G L7d' 3!4" � f1ETEGTABIE WARNING � . {O� B 58 � . � . . � .: �, - 1 2' PATT_RjJ {SEE �ETAIL). a� < .-- �-.-- � - � � � �� ^ . `' _ ` --- --- r MAJOR STREET -_ anrrER E ocr � �,� c tri � . �ar u�ta3 tztihaa ; � . q � i� c o ua�� � U�s' N{sE n�� . �t � p s . . .. �.. �. �, . . .. M .. . . � � ��S 3f4,. . . - �. � . . � . . ' 1 7li6° � �i MAX �v �. � F USH - RO �WA .� �. � ' PLANVIEW . . -3 . � � . � "-- � t � j � % ��. � � :�� � , °- SIDEV1fALK RAfNP TYPE 4A -. t _ � I �- - `---- �- T - � � 2 � �; . THIS PATTFRN AREA SHALL. � � � �._ _ . .. . . . . . LAYOUT � ^... , ... GI-MEM � '� �- � � � a�� ELEVAT�ON 6E YELLOW M COLOR . �� TH�S PATTERN AREA SHALL � � � COPICRET6 ' !� GePFESScD � � � �/ � �l ' � \; � `- . � � . � � ELEVATION B£ YELLGW IN CO�OR � Si6EWALK � � � � � CURB & GUTTER SI�EWALK - ��. '� '. � � . � . 9ECTlON �A . (see No7e�) �� -0 � � �� i � � DETECTAB�E WARNlP7G PATTERN �ETAIL s'-o" . � . � T �� . DETEGTABLE "'-�- � - ' . . _ � � / _. vdaR��i;v� �ET�C'TABLE WARNiNG PA'T7ERN �ETAIL � M� � � . . . 3!8" EXPANSION , - PATTERN � . . . . JOIN7 iTYPI {5[E .._.., l' N� ��• ' . , iSFE DETAIL) . . 2Mo MAX ftOADJJ � . . . .. . . - . ..� � � . ST�.PLANF30.10) ..ti�".Y � N ..,, pACEOFGIJRB . . ... .11��ii. I�8 i�•]^.: � �k"�"'-- + �...Pj-T`� �..�� AY CEMENTCONCRETE . . �y�VZO]' � - -r � , ,� .• . ,�. . .,�5 - w ;�� . ^ . >. __.... PEDESiRIAN CURB ' VAPoES�. � `� � � � 6 0'MM. � . . , . . • . _� � ..,..o. �.i. � � � � ,�j . � ��e.. ,?. CEMEMCONCRETE :' '�"i�[.1 (SEEST�.P�ANF-70.121 •.� - __.� � N, iN � � �"� --- •. 4 '... I � . . I- . . . . . � � � ---�' � ` ' S,,,- . t: ^FOl 1{45y��:j,Vll _ SIDEWALK CEMFNTCONCRETE Otofi'� j TOPOF � . � �r`�l ASy�^GTf�r� Ix> '� � � _�� /,� z Q . � . � . . . .. ,.�r L/ � AT FACE OF CURB +'.'! S�" � � :�' I � � .... . ROA�WAt' . � . .. . Y . i'OP OF � � . .. CURB OR GURB '. � ,.I� "�...` �.� . � . . ^ ., .. , .�; �/ o ��' ' ¢ I (SEEBNOTE 4) ER � �,� .. _. .�y�.�. �'. . 4 � za 4l Y ' £ . > 2% MFX �a ' ' ' ROAGWAY � � ANU GU7TER ; 5 0 . � � •. . . - ., SECTION O j�Arn��._��7�'- --' q . a� � . . m � ._.._ "_.:.-1 ' � . . ; e �^ .1 .,. . . �' . C" . . � . � � 'S , "' � � � ' � / � � ,g a � I � . z F x . �' __""_ 7 , -._ � : � . , `) . �; k �,3 :s. -.; � � ��ERRESSEO -c '�N +r � � �>> . I � + � , . � CFMF.NT CONCftFTE � � r � /� r �, �t I , . 9 `�'r`� t � . ' � � �� � � �' � "� � C11R6 8 GUTTER � SIDEWAt.K RAMP TVPE t � ✓ y z,�r O 4 3 � CEMENT CONQ RAMP -' . D ,(. 9D5 o v � i, o �GEM���TCONCREIE . '\,..4; . . . � GROSSWALK . . . . ,n p�f5T1;x� ,, '� . (SEENOTE4) FF E�/STF,�� �. ' � �StoewALK �� _ cuRe�R U�TEkETE � � . PtaNV1EW � � . ��� �� !>>tdl, E� � ��,� s. . . SECTION C� �' � '�P�l'JV�L F�� I� � �� ' . SECTIDN OB 56E NOiE o} I . . , . F _-_ �SIDEWALK RAMP iYPE 1 - � � � %" '�� � xFl � N §. 2 00. _'� . ' �J � . EXPIRES Ali �ll� . 26. <OC 3 �, � f� � � � i " . --- - - - 2 0' - �FTECTAeI[ WARNING �"" a``�� � - � . . . 1 83 ! ,/�," � - A,`.q �, . . . FOR WYOUTS , 2, � �� �- , �, / . CEMEM1T CONC ;� pqTTEpN (SEB DETAII) � � � ,� +"� �� . � S .� , �; � SIDEWALK Z'-0' � � SIDEWALY6IYAMP YYPE 1 __ _ . _ .�� -- .. / LANDING ''. RAR9P -� � t2 0 M1iW. .. . . � . � F� \ .: �i� �IT� �AY�iuTaS . .. ., � ,\�� _. ,- .�� ,; h �'�� � ����� �� . � _ .._.._ _...' _'___ _. --"_ . ; ��� � . . I. . . ., . I . . . �� . \ _ . .. � , c . P , . ,. FWSH i ROA vVAY � � �.�.��i�-=% - � . P � '� 1- ' _.- "_' -""-:-- �T���%��� ��� �-��.'0�-�� � Izeo r,vix >' roa oF \, , 'y STANDARDTP�LAN FT40.74-01 , i_ __; _-� �' `} �' �SOMETrxIC VIEW sr+eer oF � sHEer . ., .,`. _.j._ �ROAOWAY . a. - �� � , �--- � . . � - +'--- --- . .` � . . �\ �� � '�,, qPPRO`✓Fo FOR FueLICAI'ICN I 318" EXPANSION JOINT : � � \ � �� � APPROVED FOR PUBLICATION � �� � I � .._ ___._ . �.__ _._.��__ � .. :.. � lSEE ST�. PLAN F3C.iC1 LAN�ING � DEVRLSSED I I . . .. ,. - � __ . C r-_. Pasco Bakof�ch 111 10-OS-07 I cuRe s cuTTEa Ken L. Smifh 02 07-07 i . . cer�neNr coNCReTE ' � - � ISOMETRIC VIEW ' -. . __ _ .._ -. _ _. �see Nore a) . -..-----� -- . . _ --. � � SI�EWALK � GEMFN7GbNCRETE . � � � s �rrs -. i s *r r.scri.0 s o , . � � CURB&GUT7cR� � �I _ We:nnyron Sm+e oeportmemofim�spaNa�on $ECTI��'i B �� W n gmn Srme O p mmemotimvepartai�en I J O -/S I . � � . � . . � . SE�T��N O . . . ������� �SEE No-E �� . . � . . � ��� �% . . . . . . . � . L- - '`----- -- �� ----� --' �' DETAIL NTS G DETAIL NTS � � A R� C N i T E� C� T U R E �� r401Q Lake Washing:on BPitl. NE,�Surte 320 � '�, �Kirkland, WH98033:.: . . . �.p 425 828 8948 � f 425 828 9D67 �� ` 4��� �� � S �d��� '�� �°'� � ��A � �� � � m � v� �2e�Z3 a�j �NAlI. � �� �� :�.fl^�/39/@g.�. � �... �� .... . � .�... � � � � � A��C���� ���99�E�� ID�tee 07/13j2Q0� �Ta°fD]�Ct �O. 07�84� � I118�8II: . . . P[�L�FI . � . b���°���a����g ��� D�'@m���A'Q�� r z ,' �. P ' - " ' �s '.. � , ` L �$ Nm. � : . . . II I �n i`! � 0 0 N � � � � 4 rn � � � 0 � i � 3 % w m 0 h � � 0 0 N / m p N .O � N � ; 11 i r- -. , f: � � � � . I 8, _5w - - - - - -I- - - -. -, � CUR$ DOWEL (TYP) ,�e' � r . . ^ :':s; i � " .: i x , � i . � � � 30' RAMP . � �. . -^. � ` � . . . . . . . . .. s � . . � �� . 6 YARD AND I I CONC. OR ASPHAL7 �' � � � � �� .S YA.RD . � SLDPE -�.t/4"/Ff MAX. 2%. . � �� � � � CONC CURB . � �_� � . '� . � 8e�oo �1 � o� �i � I � I� � . � � � . , . . , . - . 18'0 PVC & GUTTER STREAMBED °� �O '� .. . � � ' . � �' . � . I . . I . . .. . . . . \ � ,I �: , � � � � � .� ,� �, C088LES (2' -4' ) �'�� ( 2 . �. . '' . . � . „ _ ._ � �t v � �. �: rn � . � � . � � . �. . � �. � � � � . . � � . . � i� . - r' r' .� , � w a ` � �. � W . �,�I i � .✓ i.. "� .\ ... W .y � . . I � i PAD � AND RAMP MUST� BE � � . \ \ I ^ .:= `-' -.. �='� � � ` � � �� �` V� � W,� � � � � � �;' W � 6ANKOSED SWALE� . � . . 0000000 oaaoo 6�-7' .. � __.�„� . I �.�. AT SAME GRADE� .. �.. � � \ � ,,:._.. � � � '. c;� W . � � � . �� '"� . fy 12 , 10 i 6 3 YAftD/ i i � . � �� � . ' , ``�`� =� M� �� ,�'' coNc cuRa ' ������____� OR LESS I„_ ' 2 �-.�• �� ` & curreR � �'J - - -+- _ _ _ 4 r :,�, ; `• 4 y 8 -� `� 24._°,. �; �� I - �� '' No�e i' � . � .. � . .. `'� � � I � N ��-„ �- �4.. �-. , A SEE ST-01 UTILITY TRENCH TYPICAL � j � � +' � - �� � r , _ ,. , : . � � � � .: . � � �� � � ' , ` - - � .- ' 'Lf:;: � FOR BACKFI�L REQUfREMENTS � . � � ` (y °�i. DOUBLE SERVICE - PLAN VIEW CONTAINER NOTES: �� � � �: , �4� —�4 �� 1 �PAD �S TO 6E CQNCRE?E ONLY. . �.... ' . . � . \� '. I ... � . � 1 INCH �:, -, ROAD � � NO.: ITEM: MATERIAL: 5/8 OR 3/4 �1 INCH DQUBLE * UN-f�EI:JFORCE3�. CONCRE'�E, 6' � THICK � � � � � ' �-� PAVEMENT MAIN 5 " IF REItv�=ORCED CONCRE7E PAD, � 4"- TMCK MfNIMUM. � � � R=30' MiN. � � � . - � ME7ER eox CONQ N0.1 NO3 No.i i. F. ACCESS GRIVEWAY: � . � . . � � . � � � \ - ' _` �-' � ANGIE'� BALL POR COPPER i MCH 1 INCH 5 8 �NCH *� !F� ASF�AL7: � 2" MiN. THICK OVER�.4" CRUSHEQ i /4" � MINUS COMPACTED � � � I � � J p � � �� � .. , � . � � TOP OF CURB 2 / TO gO% MINIMUM. � � � � � � � � METER STOP SEftViCE OR � �� � 14` 7'MPJ 10'MIN t'MIN 14' TOP OF CURB w/�ock wiNcs a/a rNcn � � CAST CONCRETE GUTTER LINE � CROSS-SECTION� � 3. .C4NTAINERS 3�UUBiC YARD �R�. MORE MAY �ABUT A� NON-�� �� � � � I BLOCK 2500 PSI � � � 3 PipE coPPER �� ��. +NCH t iNCH t iNCH . I . COMBUSTI7LE� WALL WITH NO OPENINGS IF A COMBUS?IBLE WALL, � � � � \ �8�—� GUTTER LINE . . �. ttrE K . .. � . .. . � . � � �OFf IT OR .COM2USTIB�E WAL�.� WI'}i :UNPROTECTED OPENINGS � � � � � . , � � . , ��� � -: �` � � P� � � �4 coRa. sioP� Foa coPaeR �. irdcH . � .t iNcti .i INCH NAINTAIN .AT L"45T 5'-p" Oh� SEPARATION� BEI>NEEN THE .CONTAWER � � � � , '� �'-� r ��' ; : �� . � sERv�c� � AND YHE STRUCTURE. � � � . . �� � � I � i � "'—� � � � � � . 5 � saoo�e� .� � erwss aoov � � .i . ..�... 4 ENCLOSURE:. . :� . . . . . . i . 0% � � . � BR N E��iaap � � � I . . . .. i PLAN VIEW � , , �ROMA�,G,a�aS� � * 72'-Q" WIQE MINIMUM. � � ' � � � � � � � � "' 1��-0'� DEEP���FOR 3 YAR^u OR ��LESS .GONTAINERS�. �.� �� * 16'.-0" DEEP �FOR CONTAiNERS� LARGER� THAN 3 YARDS.. � � .� 18" PVC TEE � ��� � � � - � 6 TEE ewss ixa/axs/a 5. PAD -� NO ENC! OSURE:. � � � � � � � � ELEVBS DOF PIPE TO � STREET SLOPE . �STREET SIOPE � . 7 � AOAPTOR BRASS � i INCH� .� �� � . . . . . . �1542$ �* 9. 8" VJIDE NiNiMUM. . . � � . . . . � *� 6'-7" DEEP FpR 3 �YARD OR �LESS. C.7NTAINERS. �� �. � � � � .� � ;��-� � � � � � $ aiPE ew,ss � . � � aja' x s� . ' 8'-5' GEEP FGR CONTAINERS� IARGER , HAN.� 3 YARDS.. . � � � . � �I � � _ � g so• E�eaw eRnss ' � . � s/a wcH . . 6: GATE: '� PROVIDE�, THE POST SHALL 9E SET RIG D� .WITH ADEQU.4TE STRENGTH TO SUPPORT THE � �� I �' i ��� J�� � � 7YPICAL GU'iTER ELEVATION j Q PipE aanss s/a wcH � � ENTIRE '_OA� OF ?HE GAl'E WITH A BASIC�WIND �SPEED OF SO M:P.H.. THE GATE(5) WILL BE EQUtPPED 'i ;�' � MODIFIED CONC � � FLOW TO DRAIN SWALE x c�osE �� WITN TNE APPR�PRIATE� MEANS �TO � BOTH .�HOLD GATEfS) � OPEN DR CLOSED.� .� � � � �i - I� CURB & GUTTER g' g^ g• � � 1 1 coNowT avc �� 2 i�icH � �� � �� GATES kRE pISCOURAGED. I W� I t8� P�� "—� ' 2 o SWALE BANK WATER SERVICE NOTES: , PAv�Nc ' \ 1� �v,���� FIRE SPRINKLER SYSTEMS MAY i2EQUIRE LARGER ��. 7. THERE SHAL� 6E NOT OVERHEAD.QBSTRUC710NS ABOVE THE ENCLOSURE OR THE APPROACH TO THE . �� ����.�. � ` 2% -_� \� �. ��`"t���l� 1 � SWALE BOTTOM . A. METER BOXES SHALL BE A BERG VAULT #1 1�AETER AND�SERVICE PIPING TO MEET FIRE F�OW .�ENCLQSURE � . � . - ,-- I � -�- . y �— 5q ^ � wiTH n TOUCH.REnD uD. . .REQUIREMENTS. �GOORDINATE WITH BUILDING m --.�L ELEV=7.30 � � \ . • . 59, >>,c�,��+ ` -' '' �,�,---� � B. METER WILL 8E PROVIDED BY THE CITY. 8. TNE IOCATION OF THE CONTAINERS IS TO 9E� SUCH THAT�SP.NI;ATION TRUCKS DO NQT �HAVE�TO BACK - a �- -- �� � DEPARTMENT IF �SPRiNKLERS ARE PROPOSED. . . .INTO CROSS TRAFFIC. � � � " � � � � '�.� �> .. _ �:���%\�-� ��' " I �i�' /" �,;�, _��, C. ANG�ED METER BAL� STOP AND CORPORATION � � -�-- � � �!� �/� i��% � �' \: � STOP SHALL BE RARED, MUtLLER ll0 OR �9. THE DUMP5TER PA� MUST� BE ON A�PLANE. LEYEL WITH THE �PLANE OF� APPROAGH. THE PA� MAY BE � M �'� - ��' � � "'�`����`� �'��i;; . � � . �� 4�'s _ DROP AT GUTTER/FACE OF CURB ��g MIN FORD QUICK JOINT COMPRESSION FITTWG. � � � UP TQ 6" HIGHER THAN TNE�RPPRdACH BUT�NO�LOWER�.THAN THE APPROACH. �. �°=� � , � �� �� �f3X12' DOWELS 2�6`O.C. D. THE SADDLE SHALL BE RESEALED IN 8 MIL � ?0. RECYCLE B!NS AND OTHER NON.CITY�CONTAINERS��MUST BE PLACED�OUTSIDE THE CONTAINER�PAD, �� ��'� -- J '� � POLY BAGGING. THE CORP AND COPPER SERVICE � � � � � -0PEN OR C�OSED. � � � . � � � � �" , - � - J -'� � � SEClION B—� SHALL BE WRAPPED IN TAPE 3'-4' FOR CATHOOIC PROTECTION. � � � � . . . . . ; ' G. �. . � � �,. � � . .. . � . � � . � � � ��� ,.� " .n. -' �� � N� E CWNER SHALL SUPPLY PRESSURE REDUCING VALVE AT. BUILDWG ENTRANCE IF STATiC OR . I � � � . . . . . . �i' . . . FIRE PUMP PRESURE EXCEEDS 80 PSL � . . . . : . � ..� . . . CONCREiE FILL �� .. r :„ ,y� �,.- �,v, F. FOR DOUBLE SERVICE, A U-BRANCH MUELLER MODEL N0: H-15364 OR -0R EQUAL�MAY BE USED. � � � �� � � � � CAST CONCRETE � INSIDE -0F PVC AP�.f�,±�`i�t�������;T�i�,.��.:����1�;����1�,����'������`„.;. G FOR METER WSTALLS GREATER THAN 2 INCHES� CONTACT THE BUILD�NG DEPARTMENT � ---- ANCHOR BLOCK PIPE SCALE NOT TO SCALE o� NLlTC/R.9L ORA/NAGE SYSTEM DETA2 FIGURE DRnWN BY: S.L. c �ETAIL: ST-06 ELEVATION �t� oF DETAIL: WA-04 oRnwN ar: s.�. '`� S E A T T L E scn�e Nor To scn�E G FI�E� SI-07 SOLID WASTE CONTAWER PAD_DWG � � �. . . RIGHI�DF�WAY CUl3B DRA/P�l Ct/T l�PENiNG � � � � 6_ � 8 � � � . . . � W�TER � SERVICE � � SOLID WASTE � � m2r�il FILE: WA-04 SERV-SMALLOWG � EFFEcmE �aTE: �EviEw er oa� R�viEwER: 9 ea' 0 CONTAINER PAD F(�f� SWAL� ' 9 81 5 U��E� 299 � y'� c a�'�� ��� � �u�v zoos � EFFECTIVE �ATE: REVIEW BY DA-fE: � REVIEWER: � � �� ti4 `,� 61_-05 2009 � 07-20-2G09 I KRUEGER _____ qPPEN�iX A- STANDARD DRAWING 2009 � � . 07-20-06 07-20-2009 BRUCHNER I�� c o ft APPENDIX A- STANDARD ORAWING 2009 . �} QETAIL NTS B SWALE OUTFALL CONTRQL PIPING NTS C DETAI� NTS F DETAIL fJTS . . � .� � . . . . � �. . . � . � SPACING VARIES (TYP.) � NOTES . . . .. ' . � � � .. � . . � . . . � . � . � ,-��� � ^ SEE WATTLE SPACING TABLE � . : . . . . . i.ti_ � �a '-� 1. Wattles shali be in accordance with Standard Specification � � � � � � � � l�s � `� � � � 9-14.5(5). Install Wattles along cpntours_ Instaliation shali � � � � ��rr� F % be in accordance with Standard Specification 8-01.3(10). A '�� � .. � / <� � � g"',�� � � ,, !' t� j 2. Securely knot each end of Wattle. Abut adjacerrt Wattles � � � � �„ Y ,�. � � � ; � � tighkly, end ta end, without averiapping the e�ds. � o � { , . .. . � . ��� T'� . �:. . 2�2 x 3, _ �^ WOQDEN STAKE , � � . . . . ��,, � � � �; � NOTES r. , 3: Pilat holes may be driven through the Watties and into the �y , !l:i,a wnrnE ��, � soil when sail conditions require. � �/ , �� '�. � .. . �styi� � . � r .. . � i ��¢K . . . � � . . �. . �. Q1 . CLOW 6 GI GATE. VALVE . . . � � ,P4�� <<� � ��' � � � �i ;, --�� 4. Live stakes may be used fnr permanen4 insYallation and shall RESILiENT SEAL NQN RISWG STEM � � �%,�'O ,.�� �,� �. q� � f�� . TRENCH - SEE NOiE1 �.L "�,�-"�.� � � . � be in accordance With Starrdard Specification 9-i4_5(6). � 6' BACKFLOW PREVENTION / , y'� �,s�' ,r: . �' ; ' � � / � 'V � � � � CNECK VALVE ,', �; ,� / �� _ . � 5. Wattles shall be inspected reguEarly, and immediately after �� � � svILKINs MODEL 450DA 6" � �' f� `z � � �� , J '`�i�l r ., , , , � � . .. � ` : . , � � DOUBLE CHECK� �BACK FLOW � r. ��� y � �;;� , �yt �� �� a ramfall produces runoff, to ensure they remain thoroughly � -s' � . � ' = ASSEMBLY PER WASHINGTON _� 1 entrenched and in contact with the soiL `f ' "` � � , , t � ,, P J ! . , Z ' ° STATE APPROVED LIST ,�' l;' z ,,:�" � �; � � I � �ADDER �' �`�� �' � � j,� ��� 6. Perform maintenance in accardance with Standard Speci- � 6" MIN � 6" MIN 3 B P� ASSEMB r`�-,. �' ` / . � � r�:" c > t�' , �' �p r '�; fication 8-01.3{15). :r O O . � . . � � � �^ � '° y i . '' � � � ;,;� � i �. � n\ '. O �`+ 4 5 � O 4 B` PPL! �� �:-�...' ., � ,�.�; t1 � . �,n� � � . . .� _ _ 2x2 x 3' - 0" Vti00DEN 3TA}CE Z � . . . . � � � ,- � Ul i �� f ' '- . . -" o.�� : .� SPACED EVERY 4' - 0" O.C. (TYP.) � � ,.., i . . � ��� � i � . , ... , - ..-' . � !� � � �<, � . . . i �. Y� i . z{n::> � . o'i .. I . . �6 . i � . � ' is �;'� i /� . ,� li, . II � . . . � � �.ncP') . ��I�> ��GT+�67S F� � �''� � � .E� z;',' � L i � O � � � �, � . � �-' � � �STAOGER JOIN7S (TYP ) - , �;�' �` � � . � . � . .. � . � . . �. � . . . . . . . . � SEE�NOTE 2 _-- . � �; � . . . � � � � . : � . . . - OO QQ � OO .���, �' � . . � _ � � TYPICALSECTkON . . '�� g O 12" MIN O ��`�"` PLANVIEW � {�s Brn�ss uNE 3/4" ` a, '` WATTLE DETAIL . : , , „ , , �,�,.. � �,� � . � �%`'4'� � ' ' ;. �6 TEST COCKS PER WATTS . N . . . � � . . . . � � . " � �. - .° ° . .. '. � � : . :.�„ � , ,.; : . . 3J4" BYPASS ASSEMBLY � .. � . � � �� � . . � � � � . � �� � � � � � TOP VIEW � � Q7 REM07E TOUCN REAO PdIEFE'R �. � ���.. IN ACCESS HATCH I - � SEOIMENTTR4PPING � � � . � � . . . � �� Q �ALVE PER WAiJCINS 3,/4" '.. ernAss nsse�H�Y % nREa(rvP.) 09 FLOOR D62AIN TQ DAYIJGHT ' . . . .. . � . . : � . � . . . . � � � � � OR CATiH BASINS � .. . . I. '' III GROUND I� 8"x6" R£DUCER MJxMJ I �n ��� � O A�CE S NA CH UM LOCKABLE II . . �'�"�77?� - - --- ' , : ;-""'�`•"�-� . SPACiNG VARIES TYP-- .. .._� � 57n7E OF � -�-9. � � --�_. , r,, , - ,-��._z,. ,� , ,,, ,. „, . . ,.-"- ��'"T�� _ __ � <„ �, < -;';:: i., 'n'� s''$.-_ ' � � �. , j , . _ � r» . . . . . . . . � � .. � � t,; ; . , .�"...:'_-,�l . .-SEEWAT�I.ESPACINGTABLE ,, � . � �]][�(� WASHING70N . iT�,; }..!r:, .n.._.. . � �",.:;,�+�/,;', ,.- .. {-.:.. .'..���. :i. ...,..:, ,.`�. � . . ` ! ,. � �, _ _ . ... ` . ; . ,., . . ��d� Y`j REGISTEREO /,...,.t<i ., ,... t �. . .__ . . . . . . „ - ,��, <-;, „ , , „-,^ ',�,`,,- 1 �s : t C'�.* , . :. ,� ,> , . _� �._:-._ ' . .' . �. � - ��' �r � (�}J VVNPSCAPEARCHITECT . � .�'.. � - . � � I �V� � A\ � SHUTOFF VALVE � � . ``'� � .� '� � �. � . � � �\ , I'�.I . . � . �% �i � � � �� 2 REQUIRED LADDER ° . . �? ' .. . . . � . . . . . . . � TV�;; � �,;- II� . . ,,. . .�-�.�. . . �;;,r�i >J, �C�x m,���. A r.- r;r� �r� "d!„ I2t ,� ' I LLY OP VALVE ' 3" MIN WHEN ill, . �,�•. .���� 3 � � � � � 1 CERTIFICATE NO 000596 Z ' � �� -' - S FU � EN .�..�. �� WAiiLE S�A�IFlG Y/lBLE ` __ � ' ' � j� - ) . IPoF 1H5iiAH19NO�AlMMSFN3fNFFMNtiLOG.'- . iro � • . ! � { II � - ! N�NTHlllPN£iELiRqMC➢U4FA� ;w-LY.rtfuW�.9iGlFnnvMC! Gmui uu.^. . � SLOAE � �MA76IMUA9 SPA6�7G. . . �,-y. / ,:�, . . ^ I � .wpeov�nronrusuana�twrgrrarvmenr�wavivromrvsrn�cer.�rtr ��� . . � `t' � � -.1 . � � i �.: � �� .. . ..' „��. I ; - WATTLE ^ SEE DETAIL �rcxmu�rvmaray._ ae:vraarnronrua�uPavruw�es.... .. � . , �'� .�..: �� :�� :. . . . i -_- _- . �� �ii Qt�� ., -.. � . . , � . . � I �.li --, ` '�' �� ``C� WATTLE INS'T1�LLAiIOId � � I ri � aa o � �v�,, . —� - � �'�� � >:`. „ � z � ' 2a o ',, � ` �N ����� — — - � - °.� � �:,'�;�. T,>-�� � STANDARD P�II�I !-�O.S0�00 � � a t 3o o � '�` � � a VALVE � � �� � �� - � � - — - � � '�� � - �f ��x, ���'�� SHEET 1 OF 1 SHEET 12 MIN � � � . . . � � � `.�„ . °, .� SUPPORT � � 4.1 : 40-0" � . . uF^ ___ __.. ....._ __... . . � . . � . . . . APPROVED POR PUBLICATION �' � . . . . '' �'' PasCo Bakor;en elr os-aaor ' ., . V .. ' , , �- . . : 4 � � . .. .. . � SECTION O i� ------�� gTAI£OEBIQNENQINEER ....... . ....DATF � ` , �.�e • >•���� .�. SIDE VIEW . . . . . . . . . . . . . . . � . ','.... � Wmhington Sfirie DepartneM of Teanaporfalian - � � �� � � . � . ��f D DETAIL NTS E 6" DCDBA BACKF�OW PREVENTION VAULT NTS i �, � ARCNiTfCTURE 4Q10 Lake Washington Bivd. NE, Suite 320 �� Kirkland, �PJA98633 `p 425 828 8948 4 425 828 9�67 �f r � � � �d1�C�P��S ���3CA�69� � - '. bsie. 0'7/i 3/2009 Px�sject No. Q70�4�. Drn�• �1H ��������� . . . �$� �������`�S i' .'' - i;` � � S�eet No. � a � N I O� O � N ' Mi 0 rn a' � 3 v a' ro o , n 0 / , rn , 3 . � � a � 0 n % n 0 0 a ,, / ', y . 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' � . . � �� � � o00000 ���;,,, '.. ..�a.. o. � W a N�- a � SAFE BEARING� LOA� MINIMUM OF 1/4 SQUAR� FOOT BEARWG AGAINS? THE FITT!NG. i ZO�� 560 82' i t/4" � p v-.�. �\/i�\\j\�� ��� � � �... . �� T .. 000m . .J w � Z � � SOIL� . . i� � Q . . . ti� o �� � 000%° �-� ~�-' p o�¢ w . LB. PER SQ. FT. 4. BLOCK SHAL� BEAR AGAINST FITTINGS ON�Y AN� SHALL ��L4 820 9.4' 1 3/8" 4.5' � w ��� �� I I� � �i`' � � : � Z x�� � o o �•MUCK, PEA7, �ETC. . 0 � BE CLEAR OF JOINTS� TC PERMIT TAKING UP OR DIS- . ' � -� �z � � � � Z �I� I .. a � "-' � � � �' � � r SOFT Clnv . i,000 MANTLING JOINT. � i A � � F cn ' .Im . . � .a ` O i`'`�- W W i- . . . . � Y i m � _ � SAND 2,000 � . . � . . � � � �. � �. � 3�w .`�°�� ( . � � ? � `L ��� °' � � � � Z � ~ � �''� � � a I snNo ANo GftavF.L 3,000 5. CON7RACTOR SHALL INSTALL BLOL'KWG ADEQUATE TO � � � VERTICAL BLOCKING � . � �, � . I>� �. � Q z � z N � �, w � Q� � �- o � � +� � stiND AnD GRAVEL WITHSTAND FULL TEST PRESSURE AS WEL� AS TO CCN- ' � o . � . . . � . �I� ..��� Z Q �. .���o .Q �=�,.F � mom�3gm ( ceMeNTEo wirH cv,r a,000 � � TINUOUSLY WITHSTAND OPERATitJG PRESSURE UNDER � THRUST BLOCK NOTES: FOR 45 BENDS � 0 o a r"o i- o � Y� o o HnRp srw�t t o,00c � �_ ' � 3 c� W� o xw� Z z � �I -� o� � ALL CONCITICNS OF SERVICE. �_� � Y � ��� � n- �� � ��' r� a� N� Z W � IN MUCK OR PEAT, A�L lHRU5T5 SHALL 6. ADDITIONAL BLOCKING MCST BE PnOVILED IF GATE VACJE IS I 1. CONCRETE BLOCKING BASED ON 200 FSI PRESSURE AND � . .. � � . :n c� � ' a � \L� . w m.a z o w =� � m � � � ¢ x . � 2500 PSI CONCRETE � . � �.. � cv ? .. � � � � m� � Wf � w v~i w w Y o BE RESTRAINED BY PILES OR ilE RODS AT ENO OF LINE DURING TESTING. i m. . = m=_> w TC SOLID FOUNDATIONS OR BY REMOVAL ..I � . . � �'I a ~ � � ~ a � OF MLCK OF PEAT AND REPLACEMENT . � , . La. � N r.j W1TH BALLAST Of SUPFICIENT STABILIT7 � . � � � � � � � � � � � � � TO RESIST THRUST. . � .� . �� {.SCALt: NOT TO SCALE �� � �. � � SCALE: NOT TO SCALE � SCALE: NOT TO SCAIE DETAIL: WA-OH � DRP.WN BY: S.L � � � � � � ��jY � °F �. DETAIL; �WA-O� � DRAWN BY: S.L � �. c�SY °F DETAIL: WA-O% DRAWN B'Y: S.L. °��Y o` � � � ' � � � �.� �'; F1LEi 4VA-01 FIRE-HYDRANT.DWG � . �� FILE: WA-07 THRUSIBLOCKt.DWG � � THRUST �LOCKING FILE WA-08 THRUSTBLOCK2.DWG THRUST BLOCKING � FIRE HYDRANT QETAIL , y HORIZONTAL BENDS EFFECTr� oAr�: REv�Ew aY onr�: RE��EwER: 9 ' VERTICAL BENDS . �..�EF4�EC7VE DATE: REVIEW BY DA?E:�. . REVIEWE�:� � � 9y a' � �. . � . � .EfFECTIVE��ATE: REVIEW 8Y DATE: REVIEWER: ti4 C o At4, AND VALVES �� 9�q � � at�` I . .. . Ot 05-2009 � �07-20-2005 �BRUCHNER 4 � ° �� . APPENDIX A �- STANDAR� DRAWING 2009 01-20-2005 �7-20-2009 BRUCHNER O1-20-2005 , 07-20-2009 BRUCHNER � � .� . . . . . . � .. . .. 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I. . � � J J(n �Q Q_ �. �ZW > WO .V-� U' OS� 0� � . . . . . . . a o a�� c� �- a r��- � �- ¢ Q � o � � o � fn F- � a -' � z � STAlE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDA7ES, INCLUQlNG BUT ��(f ' Z= a="' ? o a a c~-i a� o cJi Q a Q o a a a a nz a m a a s "�' NOT LIMITED T0 THE ENDANGERED SPECIES AC7, FEDERAL WEILRND PERMI7, � � k N a�� F � o N STATE DEPARTMENT OF FISHERIES ITYDRAULICS PERPv91T, FEDERAL FLOOD PLAIN �� Ii .- cti M'i �r �. :ri ra �� co � a PERMITS, NAl10NAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS I5 �SCA�E: NOT TG SCALE U,�Y aF � f � THE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. DRAWN BY: S.l." DETAiL: WA-O3 THE ISSUANCE QF iHIS PERMIT SHALL NOT BE CONSTRUEQ AS PROOF OF COMPLIANCE WITH APPLICABLE LAWS AND PERMIT RE�UIREMENTS. F��E: wa-o3 sTANo-PiPE.owc FIRE DEPARTMENT CONNECTION -� ,- FOR SPRINKLER OR STANDPiPE . EFFECIIVE.DATE: REVIEW BY DATE: . REVIEWER:� . 9yq � o RS�, � SYSTEMS � . �. . . . . . .. .. . . . � � Oi-2C 2005 07-20-2009 . HARJU .. APPENDIX A - STANDARD �RAWiNG 2009 � .. ... .. . . .. . .. . . . . . . . 0��. THIS APPROVAL WILI EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. � DETAIL NTS E DETAIL NTS . ARGHlTECTURE � 4010 Lake Washington Blad NE,.Suite 320 � �� �Kirkland, WA98Q33 � . p 425 828 8945 � t 425�828 9067 � 1 t 1 �;tw ��- ��-s _G=^ � ?�Q�3 . itqA3.� . .. . . � �t�: ���isa,r�� � � � � � ���CQF��� ����0lS �at�a o�/1s/�ooe �sojeet No. 07Q�Aa �l8t6II' .. �� . ��������� ..� . �9� �0���'��P��'� � �8����� ��'�� �EiAtLS i.., ���n � E a . . ��..�'.: c�i ' m o' 0 ti .. .. .:�Ni� 0 rn � a a+ � a � � 0 n � 0 / rn 3 a / � m 0 r 0 , ti 0 0 � N U � O % N G�1�� CD�STIt Id�'IO.N 1�0 �S ?. WORK NOURS: � . . � .. . . .. . . � . . �� � � � � I � 1 H �I�Y u� A A RT _ A� Vv h.,R�: 6ROM i:(,0 AM. �0 iL00 P.M i E N CO ES l,R.,INANC.E �I_0 0 � - � �S ^ i r 1 L �NE N.,HARGE T� ON SITF A i ALL �� SE�EN DA�_ N WEEK �Oh ORD 23 6 S�ME t # - ;, � ��� � i - i � i i P��4St � NF..RM� i K� �'R .� �F W RK S ��..NE ON� WEEKENDS I ME� WH[:N ��OR IS IN FRO� ESS 6 ��THE �h�JEC. MANAGER SO�THc vITY OF ANACORTES GAN HF,lE ?.N INSPECTOR�ON� �� SIT=: C0�:7RACTOR WILL 6E BILL.ED F�R�CITY 0� ANACORTES OVERTIME � � 2. CALL 48-NOURS BEFORE THE FOLLOWING• � �. �. �� � F R iNSPECTIGN CONTACT 300 299 195L . � � ) A. PRIOR� TO WOHK START-UP � B, PRIOft TO ANY UTILITY CONSTRUCTION Ihl iHE RIGHT OF WAY. � C. RRi0R.T0 :�OURiNG CAST-IN-PLACE CO�IGREiE STRUCTURES- ���� �� D- PRIOR TO P�ACING ANY CRUSHED ROCK CN ROADWRY SUB GR.SDE � ��� PEI.OR TO PLACING CURB, GUTTERS ANG� SIDEWALKS. � � � �� F_ PRIOh TO ASPHALT PAVING.� � � . � - � . � . � . 3. � ATERIALS AND WORKMANSHIP: � � � � , �;. - �,� �, � T� �- 1 T , 4tH V� I. , �.� .4NACORTES �� � A� �L� hAi=nIALS �SED MUST MEET lh_D�T P A D C �PESIRCATIONS. . � . � � � B. ALL WORK�AND �4ATEPoP.LS THAT�DO NQT MEET THE ABOVE SPEGFICA�IONS�MUST BE � RcMCVED AS DIRECTED 5Y THE PROJECTJNSFECTOR�.. � � �� - = � ANY' ,. . .0 IS PUT M � C. SUBGRA�E COMPACl10N TESTS: V+'ILL BE DONt 8E ORE C S B �� FLACE, ALL 1RFfJCI-',ES WILL DE .TESTED FOR COTAPACllOiJ. TH� MATERIAL 7ESTING LAB NE6GS 24 HOUR NOTICE USE "fHE iES�ING PROTOCOL PROVIDED BY THE CITY. .� .� � ITEMS.�TC Be COMPF�CTION TES7ED WILL INCL�6E THE PIPE�BEDDING (SECTION 7-08_ (^.jC), Bi-,.:k�ILL��S�ClIQN�7-08.�5(3) AN`J�SUB GRAD��FOR.SURrrACING��(SECTION 2 � . 06.3(2;} ANG ASPHA� - (SECTION �5�.-G4.3(10)B). � . � � . � . . . D. INSPECIiON: kLL :�SPECTS �OF IRIS PROJECT: W1LL BE �tiSPEGTED JNCLUDING �PIPING, � � HACKRU� SUB GhADE CpPJC;R�TE AND�ASPHALT, P:S WELL AS FORMS, CURB, . � � GU-TER AND�SIpEWALK. IF A PORTION. �EiS BP,CKFILLED'.�BEFORE IPdSPECTION,�THE � CCNTRAC�OR WILL DIG UP TNAT POFTION FOR INSPECTION. ��4-HOUR NOTICE � REQUIRED. KNON� THE SCHEDJ�E AND � LET THE CITY KNOW: � � � � . ���E: �TESTING PftOTOCOL: PRIGft �?G� CONSTRUCT?ON, A PRQCTOR AND SIFVE ANALI'SIS . .� SHAL� 8t SUBMITTED, REViEWE� AND APPROVED �Y THE CITY OF ANP.CC�RTES ON �:-'��� �M'T : IA�� U� -�� � TH '�'-T-('�-VA,Y. SEE� HE CITY OF AN.4CORTcS TEST!NG r �_ v ER L SEL I� E R�� I � J T �� � scHEou�E. �,�, � ` - �� T � T E AL� ��M^-ACTIO�. iEST SHA�L SE API'�{O�wtD 8Y THE CI�Y OF ANA�CR�ES ENGINEER � ��AND PROJECT MANAGER�PP,IO4�T0 PLAGNG -0F CBUSHED�SVRFACWG, ASPHALi, � .� CUkE, ��GllT'fER, SIDE1^Jl+�K (INCLUDING TRENCN RESTORATION N1HEN TEST MAY 8E � P,EQUIRED IN EACH LIFT). . . . . . . c , � T -cT t � r - �. �fTY 0� ,4NACOR�ES�MAY REGUIkE�,4GDiTIO���AL T��;S ON SJB �RADt, TRENCHES, � CONCRETE, OR ASPHALT. THE� COST$ Or" �TESTING SHALL BE PAID FOR �AS INDICATED � � � W �THE ,=QNTP,ACT DOCUMENTS_ � : . � a. iRAFFIC AND PUBLIC SAFETY: i c A FLAGGING: ALL FLAGGERS MUSf HA�E FLAGGRvG �CERTIFICA.TE� AND MiiST HAVE ATTEiJDED A FLAGGiNG�CODRS't OR AN QPF DUTY POLICE OFRCER IS P,EGtUiRED. THE JOB WILL BE SHU? DO'NN IF P.NY UNCERTFIFC PEOPLE P:RE F�AGGING. A STOP WORK .. OHClEP, WILL BE CIVEN AN� �WOf2K WILL NOT PROCEf'� UNTi'� F CERTIFIED PERSON IS FLAGGItvG- � � � � � B. SIGNAGE: A'1 SIGNAGE MUST BE PER ��HE M:4NUAL UNIFORM TRAFRC� DEVICES. � B��GRE �OB IS TO 8EG7�1, PROPER� SIGNAGE WfLL BE�W.PLACE �WITH��F'tAGGERS IN � '�_P.cc IF NEF�JED. E;�TRA SIGNAGE t•dAY BE PdEEDED. 6E RE,�DY ?f_` RFNT SIGNS IF � �.JEFDED. . . . . . . . . `� C. iRAFFIC CONTfiOL PLAM: NEEDS� To HE uUBMITTED AND �APPROVED HY TH= � �,��IS-fA� TY ENGWEER PR�GR IO C�N TRUCT70tJ STARL TRAFFIC COt�IIROL �LAN SF .ILL iNCLUDE6 7HE LvCATION � OF S�GNAGE F_AGGERS;� WOP.K ZONE, SAFF . .�. . � 7CNE, � ARD- aRAF�7C F�OW AND � NEEDED OIMcNSIONS: N0� DETOURS ALLOWED 44iTHGUT APPROb'AL FROM THE ASSISTANT GTY ENGWEER. D.�FOR SiREET CLOSURE: CALL 91L . � E CONSTRUCT14N� S,4FETYr� IS THE RESPONSIBILJ�TY OF.TH� ��ONTRACTOR. � � a RORDWAY EMBANKMENT AND SU6GRADE CONSTRUCTIQN: r, i � ai - r� , �� . � T� �AXI N ITY. N A. H, �' RFti"iti . H.. MP." ;T .� � 9.,.a. OF M MUM GE S 0 „fc��S Eu .,J � C � ._L Bt ..,.. .l, � . . . . . RECYCLED t�f/iTERIA� P.�LOWF�. : . � . � � � �� 8. Eh1BANK�AEhT �AND SUB GRAD� MIa.S�� BE COMPACTED TO �95%���C�F� MAXIMUM DENSITY_� ❑ n - - o i . P ' I � . : � G . ..0 , R��,.�k �,f01STU8E MI.Si 8E MAINTAINE� THROU.GHOUT . LACING AND COM: ACTI�G. . . T . . . T .. . � p. �Oh�PACT ON TES � N,, TQ BE FER,�ORMED ��3Y AN .NDEPE�JDEh �� LAC3. USE A�"MODItIE� P�GI;?OR".. . : .. ... . . . � . E. ZRENCHES IN OEbELOPED RIGNT-OF-WAY:.� � . . � � � � � � � �.SEE CITY� OF ANACORTES STHNJARD CONSTftUCTION DtTAILS AND �SECTIOIV 7 OE THE �� �CURRE`!T, Y4`SDOT��SFEGrICATIONS FOR ROAD, BRIDGE ANO MUNICIPAL COtv'STRUCIION�.� � Fl. PIPE��TONe. SNHLL B� COi•.1?ACTED TO 90% �iF MAXIMUM DENSITY. � �, ; �.. TRcfv�h ZONE� SHP.LL BE C�JMPACTED TO 95% OF �1�AXIMUM DENSITY IN 12- INCH .. . k� r ; �_. „ CRUSF;ED SUPFACING SH�,LL BE COMPi�CTE� ?0 �95 n OF �MAXIMUP�f �DENSITY. NO K£CYC' ED MATER!AL ALLOWED. � � .. � . � � � �. � � . 7. DRAINAG SYS?EM CONSTRUCl10N: r aN��� PEP,I Py�t�:T FLpNi GONTROL �1=AGL;TY USE� A� A�TEhAPORARY� SETTLING �HSIN a� i r�� .�nr;'-� `,�:T � � -„rc . .� P.c �. SH.,�_ �� 1..,,�iri�D �l,�N THE Nt���SAR, E.��ION COPJTROL MEASURES AND SNAL!_ ��P�cO'ni�F ALEQUAT� STORP-.GE CAPkCITY. IF TRE FP.CILIIY IS �f0 'UNCIION PS�AN INfILTi<A-�ON S'rSTE"A TH� �TEU?�P.k�2Y� FACILI?Y MUST 6E Gf2�ht�ED SC TH�? THE . B�%TTJP.� :�ND SIDES. ARE ^S LEPST �THF�EE .(3) FEET� ABO`✓E iNE FINAL GRADE OF : - � THc ?eRUANENT FACiLI1Y_ � �� ��t3: 0'JEP,PL01�'S,.�SPILLWAYS; GRA�iEt FIGTER. WINDOWS, MUST�. BF�.CONSTRUCTED PER �� �� PLANS F.ND SPEC�F?CATIflNS N0� QEVIATIONS_..4S-BUlLT.FOR� VERIFICATION �REQUIRED. C. QU:ARR`f ROCK MUS?. BE SOUND "HARD" DURP,BLE �ROCK_ NO RECYCLED MA7ERIAL. D �RA55 LIN-D' SWA�t SHAL�� BE �CQNSTRUCTED�� PER THE. DETAILS PROVIDED. �NO� �� . . DEVIA.TIOIV ALLOWEG. ALL SWALES b1UST� BE� OPERATIGNAL BEFORE�ACCEPTANC�E. E CA,TCH.�BPSINS�MUSI� BE SE� "i0 LWE GRADE USING NO MORE THAN TWO (2j � � � ADJUSThA=�!T BftIGKS.� � � . .. . �� �F. tvilNlMli,Ui i�-FOOT SEPARATIC�N BETNlEEN r�t�ES IN TYPE ll CATCH BASiNS. 8. BESTQ4�kllON OF RIGHT-OF-WAY: . .. � - �� - ;r -_ i-� ., i -r- � A CON?RAC?UR.h,JST LEAVE 1HE R,.�HT-Of Nn�,.EQUAL Tv EXIST.NG OR BELER . .�CONDI?IC�N. . .. � �. � � �. . .. � - . . . . � - n . - T c. . . . `. .. � A . AL� . ��6. PLh��t �C�..MWACTt�D �GPSGIL. �ECTI�N 9 14:"�.(1;, (2j ANO �.(3,) . ND SEED _ � . -�c � . . i - �n . . . . AREN._� �ISTURBED BY EXC?,JATION.. StCT�.,N 9-14.2�.� � ) C. A�L D�AI��AGE. SYST�MS' �MUST �BE FULLY. CLE4NtD, RESTORED� AND GPEF�P.TIONA'_ � � � .�� BEFORE FINAL ACCEPTANGE (SECTIGN �7-G7:3). �.�. ' � . � � 9- FINAL INSP�CTION AND ACCEPTANCE �� �� �� � S�E 5-L"GTION �1-05.11 AND SECTION 1-08.51 . �� � � � � ... WHEN CO��iTRACiOR HPS COMPLE'�D ALL GF 7HE WORh: ON THt APPRQVED PLANS, iHE�YC'iNTRACI�OR iVILL � . . . . . . . . -�,:i�?P��E'E Trt "FINAL .'V�PE=CTI,^,��1 G'�JICELWES �vR CONi�RFtC1GR� IN�P`�CTiON FOP,M". _. : ft. �,; � eo' - .c�.� u_...,. �. i,.l i n _� �. r�n , ,i. ,�� � . ��IVC ..IE �..�M. �tTt� � itvA� N5, ���ION .,U,�EJ,]ES FOR .,�NTRr�C-,Oi � .NSPEC:TION �i��,bi" Tn.TH= pw .'v�h�E�TOR ANG RE'�UES� A�iTE INSFECTION�. f+LL SITE . iN:;PE��T��fJS ARE ��' WEJNESDAYS EETW'EEN 9 AM AND� 12 PM_ :, �F.�= r�RC �t�T .��APJ4Gtk, ENGINEER OF RECOR�, IN.iPEGT�R ��fdTftACTOR AND �?HER ���T� OF Ai��F��J€tTES�DEPARTk4FNTS WI;1 N�AzK 7HE�.�I7E ANL� CREATE A -�i��r��: � �rF :aur�n-���- .. . � ? �H P'!�!('H IST AND i,HECK O�F F.,..CH ��. _.. .,��(T. ..� .,h' 4aiL� COM��E E T E �. L Fr,CH IT�. M,� 1rIEN RLTURP� IT �TO T�i��!NjPECTOF� FOR �EINSPECIlQN, THE INSPECTOR 'JJILL �ER�.rY �THAi i �EUS ON WALK THROiiGH ARE COMP�ETED. . � C.. THE CITY WILL NOT MFKE THE RNAL INSPECTiON UNTiL THE PI;YSICAL WORK REQU�RED 8Y THE CONTRF,CT AND �PPRO`lED P'�..P.NS, INCLUDING �INAL CL�ANUP .. a.ND ALL WORK ORDERED BY THE PROJECT M.4hJAGER, HAS BEEN �OMPLETED. �. ? N 1 -.11� StC 10 05 � 1 �, � - T„ � r RANT UN iIL 4- I� f AP � F TN PROJEC? WILL iVOT BE � ED S BU � D. FIJA� PRO A� 0 _ DRAWINGS (BOTH DIGITAL AND HARD COPYj FiAVt BEEN BECENED AND APPROVED 3Y THE PROJECT MANAGER. � E. THE CO�ITRACTOR MUST FURNISH ALL DOCUMENTATIOh RE�7UIRED 9Y �AW, TO ALLOW TNE CITY OF ANACQRTES TO PROCESS FINAL ACCEPTANCE OF THE CONTRACT. 10. b!!Sr�l 1 ANFOl1S; A_ AS-BUILTS: THE DEVE�OPER VJILL SUPPL.Y TO �THE CITY, OPJE HARD COPY A.ND ONE �LECTRONIC FILE (AUTOCHD 'JERSION 2GG�) OF 4S-BUIL7 DRAWINGS TO INCLUDE ALL CI7Y UTIUTIES. THE AS-BUILT DR�WINGS WILL BE SUBMi7TED TO THE PROJECT MA 'A � R AT UBSTANTIA�. CCMPLET�ICN rOR RE��+'iEW ANC APFRG'�iAL PRIOR ?0 THE fv CE S � ISSUANCE OF RNAL PROdECT APPROVAL AND 4�CEPTANCc. , � - r. , 8. �U11�1T`! LOCATES NUMBER: 8l'. RE�UIREu B6;�Bt S„�RTING ANY". GROUIvnWORk. PHALT C01VS?'R LIi'7'ION � AS SEE SECTICN 5-OS F�ND SECTION 9 OF THE 20G7_ PI.ANS aND SPECIRC�.T,ON FOR ROAD, BRIDGE APJD MUNICIPAL CONSTRUCTIGN. � A. AL� ASPHALT �0 BE�REMOVED MUST BE SA1N CUT. A JACKRAMMER rqN BE USED 1f= A NICE EVEN CU- iS MAOE. WHEtL CUT"iING IS NvT AN APPRCvE✓ METHOD� UN�ESS APPROVED BY THE CITY 0` ANACORTES ENGWEER IN �DVANCE ANY DEVIA710N � FROM THIS SPECIFiCA?ION SHALL BE IN �WRITING 48-HOJRS BEFORE SAW CU7T;NG � TAKES PLACE � � : � � � 8. ADGI�IONAL ASPHALT MAY 6E REQUIRED FOR REMOVAL BY THE CITY OF ANACORTES ENGM�ER OR INSPECTOR. C- ALL.VERTICAL DROP-OFFS WITHIN THf TRAVELED WAY WILL BE SACKFILLED EACH: � �NiG4?. � . D. ABUTTIN� EDGES P.ND CUP.BS MUST BE THOROUGNLY CLEANEO .. � E ALL ASPHALT EDGING 1"ALL 6E ?ACKED PRICR TO ASPHA�TING- � � � F. ALL ASPHA�T PATCHES MUST BE A SMOOTH TRANSI710N. NO BUMPS OP. HIGH�LOVJ SPOTS (SECTION 5-04_3(13)). SURFACE SMOOThNESS MAXIfvIUM VARIATION�IN .� r 10-FEET PARALLEL TO THE .,�NTERLINE IS ;�8" AND .RANSVERSE 1�4'. n _a . RAD � WI EE COMP�,CTEG AND TESTED P,JOR TO A5� NA_TIN�3. G SUB G E �L H. A MINIMUM OF ,"5-INCH CLASS "F3'� ASPHA�T�PATCH TO BE COMPAC�ED TO 92o MAX . BICE DENSlTY (SECTION 5-04.3(10}B). �� . � . . . .�_ � � ' N 5-05. `(8 � I J � L ALL fINAL JOINTS AND SAW Cl,'TS�TO BE ..EALE� �SEC.10 �� )B} USf 0 A � HOT POURED JOWT SEALANT (S_CIlQN 9-042(1). A PREFERRED SEA�ANT IS .. � � . AR-4000. � . �� .I . A WH R- ASFHALT HAS EEEN REMC'dED AND�CDFIS IN TNE TR�NCN CURiNG � J N ARE S .E t , � A STEE� PLATE IS REQUIRED �OR COVER WHILE iT iS CURING. �PROVIDE ASPHALT . PROUND STEEL PLATE TO PREVENT TNE PLATE FROM RATTLING. THE CONTRACTOR � . WILL BE CALLED OUT AT ANYTIME TO CORP,EC � AM` RATTLING THAT PROVIDES COMPLAINTS. � � � n r � r .K. „N GOMMERCIAL AVENUE WHERE �LOCAL BUSIfv�_S_ES ARE AF, FCTED,� NO ASPHALTING WI�L HAPPEN IN THE LSNE GF TRAVEL WCRK VJILL PROCEED BEFORE OR AtTER � BUSINESS HOURS. � � . . 1: I� A Iv1 , h �I ,__ L_ ON MAJOR STREETS WHERE TRAFFIC CGNGFSTIC'J .. , PROBLE , THE ATCH lM1 L� tst PROTECTED VJITN A 1/4 INCH ST�EL �LATE.UNTII- SUFFICIENT�Y COOLE6. CONCItETE�GONSTR�UCTdON , � SECTION 8-04 AND 8-�4 OF THE CURRENT WSDO? SPEGRCATION FOR RCAD, BRIDGE AND � � MUNICIPAL CONSTRUC?ION. . � � � � � A_ CAL� FOP. A FORMS INSPEC7iON BEFORE PLACIhG OF CONCr2ETE. CALL (360) 299-1951 TO SCHEGULE � � � B. NC MONOLI?HIC POURS ALLOWED PER THE �iTY CF ANACnRTES CITY ENGINEER. IN � OTHER WOROS, TNE SIDEWALK, CURB & GUTTER, DRIVEWAYS, DRIVEWAY APRONS, WHEELCHAIR RAMPS, ETC. ARE 70 BE INDIVI�iIA� POURS AND SEPP.RATED BY A� FABRIC.�EXPANSION JOINT. � � . � C. PROTEC�iING THF_ CONCRETE IS THE RESPCNSIBIL�iY 0� THF�CONTRhCTOR. NO � GRAFFITI, FOOTPRINTS, RNISHING BLEMISHES bP. OTHER OBJECTIONABLE MARKS AL�OWED. IF ANY �OF THIS T?,KES PLACE, THE StCTION THAT 15 DAMAGED WILL BE REPLACED. . - �T o - ^ t,V C F - . � DA.Y STREN�TH OF 3C00 �..I. ANY � �A.,,. MIX �hI.H A �28 D- CONCRtiE SHALL BE A 5. . DEVIATION FROM THIS SPECiRCATIGN SHP.LL BE IN WRITING 4�-HOURS BEFORE :' CONCR_�.E IS FLACED. E. THE PAN AND WINGS SHALL BE STAMPED. THE US= GF 1-WCH :CONSTRUCTION FENCING �CCEPTABLE. RGL�WG IS NOT AN OP�ION.� � � . E DURING THE FIRST 14-DAYS OF CURIfJG, TH£ CON �RACTOR MUST PROTECT FROM FREEZIN �. � � � . STR-G5 a CURBJGUTTER AND SIDEWALK WORKMANSHIP AND AESTHETICS 1. CURB, GUTTER� P.ND Si�JEWALK CONSTRUCTIOP: SHALL FOL�GW A 7RUE AND 'JMFCRM HORIZONTAL ANO VERTICAL ALiGNMENL � . 2 THE HOP.IZONTAL AND VERTICAL SURFACLS SHALL BE�A SM06TH� BROOM FINISH Wfl"H NO DE?ECTABLE RNISHIhG BLc�MISNES, UNDUI_AiIONS, P.IPPLFS, SWF_LLS, WA✓ES, RUTS, FUP.ROWS, GRAFFITI OR OTNER 08JECTIONABLE MARKS. THE END RESULT SHAL� BE� A NEAT PROFESSIONALLY �FIIviSHED �AP�EARANCE. 3. THE EDGE RNISH APJACENT TO THE EkPAN510N JOINT MATER;AL SHALL 8E CLEAN AND F�REE OF EXCESS SLURRY. THE EXPANSt�N JOINT MATERIAL SHHLL BE TP.IMMED TO A �. LE'JEL EVEN WITH� THF A��A"ENT COIvCRcTE RESULTWG lN A NEAT AND � � PROFESSiONALLY FINISHED AFPEARAN�E. 4 THE GTY ENGWEER; .4T H;S�HER SOLE DISCP.ETIO;Y RESERVES THE AUTHORITY TO � ORDER TNE REMGVAL OF SECTIONS OF� CURB, GllTTER AND SIDEWALK THAT GO NOT MEET THE WORKMANSHIP AND AES7HE71C STAN�AP.D �OF 7HE CITI' OF ANACORTES, ' AN�� i WA_K THAT EXHIBIT 5. S�I.T;ONS OF NEWtY CONSTRUCTED CURB, GUTTEr. v S DE -� CRACKING FOLLOWING CURING, SHALL BE SUBJECT TO�REMOVfi�.�AND REPLACEMENT. - CRACKING RESULTING FROM SUBB?.SE FAILURE OR CQNSTRUCTION SITE DAMAGE SHALL BE IMME�IP.TELY REMOVED AND REPLACED TO THE NEAREST EXPANSION � � JvINL � �� � � � - MiNOR HAIR LINE STRESS CRAC!:5 MAY, AT THE DISCRETION 9F THE� PROJECT � � MANAGER., BE MONITORED P.ND REE'JALUATED FOR POSSIBLE REMOVAL AT THE END OF THE MAWT�NANCE PEftIOD. � SEWE.R MAINS '' PiPE AND FITTiiJGS SHALL CONFORPA ?0 AND PAEET THE REQUIF±EP1EfJTS A. ALL PVC SEJvER OF THE LGTES? ASTM SPECIFICATICNS D3034. ALSQ � - PIPE P.ND PI7TINGS SHALL MEET STANDARD. DIMENSION RAT10 35. - ALL SANITARY SEWER P!PES SHALL B�AR THE MARK�OF THE NA�IONAL SANITATIQN FOUNGATION. � � � � � - ALL PIPE SHALL BE SUITA�3LE FOR USE AS A GRAVI7Y SEWER CONGUIT. - PIPE SHALL HAVE FLEXIBLE JOIR�TS. . . c .�.fa ACrURED AND FURNISHED BY THE��. B. ALL FITTINGS AND ACCESSGPoE� SNALL BE NUF PIP6 SUPPLIER OR 6E AN APPROVED EQUIVALENI AND HAVE DEL� AND�OR SPIGOT � CONFIGURATION IDENTICAL TO iNAT QF TNE PIPE MANHOLE COU`r�LINGS CORRESPOtJD;NG TG TNE SIZE CF THE�SEWEii PIPE SHALL �BE.USED. �. � C. 6-INCH PVC SANITARY� SEWER PIPE SHALL BE JSED FOR�SIDE SEWERS. SICE SEWERS � W!LL BE CONSTRLICTrD AT A MINIMUM SLOPE rF 2� AT THE LOCATIONS SHOWN ON ?HF_ PLANS AND HAVE A 6 INCh TEST WY� PS TH��EXTRE641TY, PLUGGED AN� BLOCKED FOR � TESTING AND FUTURE�USE SIDE SEWERS WYE SHA�L BE �ACTORY MADE WITH MATCHED ENDS FOR RU�E3ER BASKET FITTiNGS, NO CUT iN TEES SHALL BE PERMITIED. � A SIDE SEWER GRADE THAT IS LESS TFiAN 2% MAY BE APPROVED� ONLY f3Y THE ENGINEER AND THE CITY OF ANACOkTES UPOIv.WRI ��N REQUEST. G. THE END OF EACH S,4NITAR`: SEtlJER STUB SFIALL 8'_ MARKED WITH A PRESSURE TREA'ED 2X4.IT SHALL �?E �Ln�ED AT THE � OW L'�,N� OF ?HE�STUB AND EXTEND � F�T ^ �Vr FIIviSHED ��RACt. TNERE SH?,LL BE A �'�RMANEi�'T M.4RK '_P,BELEL' "SEWER" EE r,6_ _ WITH A DEPTH TO THE FLOW LWt SH04VN ClN lHE `tX�. . - T'� A �E iN�T:�LLED PRUPE3'�_Y TC Ab`CID WATFR WFIL.TRAT;ON INTO . E. RUBBER GASKE aH LL . rHE rnaNr+o�F. F. WHFN CONNFCTING �HE PIPE: ?0 MANHOLES, USE A-LGK FLEXIBLE CONNECTOR, � KOF?-PJ-SEAL BY NP, WC., OR APPROVED EQUIVfiLENT. THE PIPE TC MAfJHOLE �CONNEC?IONS REQUIRE FLEXIBLE CONNECTORS, SFE WSDO?��APNlA SPECIRCATIONS SECTIOPI 7-05.3. � . G_ FICK HO�ES SHAL� BE GRQUTED FROM THE !NSID= AND OUTSrDE AND i0 BE MSPFCTED Pk21GR ?0 �3ACKFILL OF THE MANHOLt BY THE CITY" IfJSPECTOR. N. ��AANHOLE FRAMES �.ND.LIDS SHA�L BE StOFED TO .:ONFORM i0 �rHF STP,EET GRADES. r � v F T- -b ,. TOPS OF MANHOLES VJITHIN �N_ PUB�IC RIGN GF 4A,S SHALL NOT BE ADJUSTED T 0 4'IhAL GRADE UNTIL JUST PRIOR TO PAV NG. �I. ALL MAtJHOLES ANU CLEANOUTS IN UNPAVED AREAS SHALLINCLUGE A CONCRETE SEAL kROUN� THE ADJUS7MEN1� RWCS PER TH� CURRENT EDS SLANDARD �ETAIL ST-02, '"STRUCTURE ADJUSTMENT RND PER!METEP SF_AC'. r �• r _ _ n � li , l R. A�� �4ANH . HA PROT �T�G FRGM �N.R.. I N CF R R. `✓ �vA LL OL�S S LL BE E 5 J OCF� G S EL TER AND 07HER D�_BF21S DURING C�NSTRJC?ION. �Ti n i � � ,iT � Y T. _. THF GONTRACTOR SHALL INSTALL A-L � O JF�., �„NS TO E.JSTW� DOJ�N � REP.�f MHNHOLtS, SCREENS OR PI_UGS T:: PREiEIv? FORE�GN MATERIAL FROMi FNTERING . EXIST�N�" AMTARY _�.�J��ER SYS��-Etd. SCR�=NS CR �LUG; �HALL Re.�-1?.!�d IN FLACE � S TH2OUGHOUT fHE DURAqGN vF CONSTBUCTIGN AN'� SHALL B� kENCVED ALONG W�TH THc GOLLECTED DE6RIS AT THE TIME OF FINAI. IhiSPECTION AND IN THE PRESENCE OF A �tSlt�NriTE�` REPRE •LNTt+T:JE GF THe �I �1 OF ANACOP?Eo. AL�. 3�0.29a.1951 TV . � � .�n c .-� . �H �iULE FV ItiSPE Ti�N_ ALi C�� �h N UR N� �,� E. ���. ! ' C I'� C � i ( i ti �� �,�. H sr nrdn� v t E�a H r r�H�t � ri , ��t F��r��E ���F crST w a�� E� �� �r+ � � �� rnRTLAND CEMENT wN::R'�TE. ChANNEL SHAL�_ HAbE P. SEMI�iR.,l,Lt:F: CROSS-SECTION AND SMOOTH, UNh=ORM SLOPE FR0�1 IN_ET TO OUT��ET_ Wi9EPE THREF OR MORF PIaES AftE COPJNECTED TO ONE 61ANHOLE, THE FLOW CHANNEL SHALL BE FORMED TO SMOOTHLY DIRECT FLOW �P.OM iNLETS TO OUTLt.?. N. STEPS CONSISTIhdG OF ONE (1) INCH DIAMETER N0� BEN= AND.GALVAMZED DEFORMED BARS SHALL BE INS7ALLED AT ONE (tj F�OCT CENTEBS. _ACH MA.NNQLE SHALL HAVE A MINIMUM OF E4Gs1i (8) WCHES OF ADJU_`zTMENT HRICK OR C4NCRETE ADJUSTWG RWGS BETWEEN 7HE TOP OF TNE CONE P.NC THE BASE OF TFE MANHOLE FRA��IE 0. ALL TESTINS NND CONNECTIONS TO THc EXiSTI�dG trA'.NS SHALL BE C.')NE iN THG PRESENCE GF A DESIGNATED REPRESENTATNE OF �,H� CITY Or ANACCRTES. CALL (36G) 299-1955 TO S�HEDULF P.,N INSPECTICN. ALLOW 24-HOURS NOTICE. P. A LOW-PRESSURE P.IR l"EST AT 5 P51 FGR 15 MINUTE� FQR SEWER MAINS IS REQUIRED. PRETESTING !S REQU�RED. RESCHEGULiNG Fa F,41LED 7EST MAY RESU_T IN SEVERAL DAYS DELAY DU_ ?0 CON�LtCTS WITH OTHER PRCJECTS. C��l ".;5�� 29g-7955 TO SCHEDULE AN INSPEC:TION. A�L�W 24-:10URS NOTI��E F. R�- IVSPECTIGN 'AlILL APPCY. Q. UPON INSPECTION APPRO`JA! 6Y l�HE CiTY OF ANACORTES PUBI_IC WORRS INSPECTOR HND THt VIDEO INSPECTION REQUFST FORM IS C`JMPLFTED 8Y THE CON�RACTOR, 7HE C!TY OF F,NACORTE� P.9FIN?ENAIvCc CP.M�RA CREW �'J'���L PEBFO:;S4 A VIC-E�:� INSFEC�fION �.OF THE SANITARY SEWEP. AAAINS TO DETE;tMiNE CLE�NLINESS, ALIGNMENT AND PROPE@ BE�DING AFTEF. LINES HAbE BEEM1I FUJSHED. CALL 7NE PUHLI� WORKS ip1SFECTOR AT (360) 299-1955 TO �CHEDULE AP�OI�I iMENT. 48-HOUR NOTICE REQUIRED. (SECTIC:N 7-17.3(2)H). A REINSPECl10N FEE WILL APPLY PRI0�0 RE-INSPECiION VI�EO OF THE S,4NITARY SEWER LINE. � PRE-INSPECI'ON CHECKLIS � IS AVAILABLE FRI�JR TC A VIDEG REG�UES` EROSION CONT�OZ. A. A CER?IFIED EROSIQU AND SEDIMENT CONTROL SOPERVISOR f5 REQUIRED. THE ESC SUPER`✓iS�R PdUST HAVE ATTEN�ED AtJ FR6SION AND SEDIMENT CONT�ROL CLASS WITHIN � YEARS FROM TODAY'S DATE MUS? PROVIDE CER?IRCATION CARD. � F3. THE CERllREO EROSION AND StDIMENT CONT�2CL SUFEP,'✓ISOR VJILL OVERSEc AND BE � P,ESPGNSIB�E FOR Ai �. EkOSlrh, COi;TRO�_. TH�� FA��� 'LI iIES �HALL BE IN�PEC �EO L�AI�Y AND MP.hNfAINED TO rNSURE PROPF,R PJNCTIONING- WRIT'I�EN RC�ORDS SHALL BE KEPT OF WEEKLY� RE`✓tEWS AND AFTER EVEftY SIGNIFICANT STORM EVENT OF TNE ESC FACILIT;cS DURI�G THE WET ,EAS�ti (OCTOBFR i TQ APRIL 30). MONTHLY RE✓IEWS DURING THE DRY SEASGN (MA� i TO SEPTEMBER �0). WRITTEN RGCORCS SHALL BE TURNED INTO THE PROJECT MANABE*� OR IPJSPECTGR ON A WEEKLY BA515 RT ?HE WEEK�Y SCHEDULED PR(.�JtCI �1EEiiNGS � . - � ,r - T �r � C. SHP.�L EE !N PLACt �. ER THE .,PPP.vJED Su OF rLx,dS PRIOrt �G FNY CONaIR�„TiON � �START. .D_ THE EROSION CONiROL SFaALL BE INSPECTED ONCE A DAY AIJD tifODIFIED TC MEET 7HE � SURROUND!NG CONDITIONS AS NEEDED. E. PRO'JIDE A SIGN UISPLAY�iJ� A 24-NOUR CON7ACT IJUMBER .4ND NA�4E OF� TNE e_SC SUPERVISOR. THE L� �.TER �:Zt SH:.LL t�F ; h41N1�;1U!v1 CF 2` LETTERS. �HIS �HALL E3E iN P i" f i PLACE , RIOR TO CONSTRUCTION STHR�C REHEME;ER THE: L,iJK �F THe. bIGN �MI�_ BE A REFLECTION OF THF CONTRACT�P. AND DEVELOPER Pf.D DEdELOPMENT. F. THE STORM. DRAIN SYS7EM AND EX.ISTING DITCH�S SNALL f3E CLEANED DAILY (SECT70N � 7-07_3). A�L DRAINAGE SYSTEMS SHALL BE CLEA!dED TO THE P.CCEP'iANCE OF 7HE CITY OF ANACORTES PRIOR TO ACCEPTANCE OF TNE PP.OJECT. - r � � G. STA6ILIZED CONSTr20�'��iON ENTRANCES AND k.,ACS ._Hv.LL B� �NSTAi_l.[D AT ,��IE BEGINNWG OF CONSTRUCTIOf3 AND I✓AWTAINE� t�URING THE DGRATION OF THE PROJECT ADDiTIONAL MEASURES MAY" DE RE�U!R=D SUCH AS WASH PADS TO ENSURE TFiAT ALL PAVED AREAS ARE K�PT CI_EAN. NO MUC IS ALL04�D l0 ENTER ONTO CITY STREETS. f-I. ANY SOILS EXFOSED THAT bVILL �N�� BE DI��UPBED FOR TWG (2) DAYS D`JF?ING THE WET SEASON OR SEVEN (7) DAYS iN 7HE DRY ScPSON SHALL BE IMMEDIATELY STABILIZED WITN T,HE APPROVED ESC METHGDS (SEEDING, MULCHWG PLASTIC COVcRING, ETC.} �. TWO (2) WEEKS PRIOR TO THE BECWNING Or THE WET SEAS�N (OCTOBER 1), ALL DISTURBED AREAS SrALL �3� REVIEW�D T.; IDGNTIFY WHICN O,VES CAN BE SEEDED IN �R�PAR,'v?!ON `OR THE �tiiiJTcP, RAINS. GI�iUREEfi �.F.:AS S4FLL EE: StEDF_D 'v�'I?HIN ON (1) WEE4< L�F TNE BEGIFJNIN� OF Tl-IE WEL SEASON .- SY,r-CH MAP rJl' 1HOSE AREAS TO BF� SEtDEO �:`1D Th'JS� FR_AS ?0 �R�P.�AI�: UNC.C�✓EkE� �I-�.AC'� HE SUBPdITIEC TO �?H{E PRO�ECT MAPJ?.G�R. .�IE PROJECT h1ANAGER ..41v �:EQ� nE SEEDING IN ADIJITIONAL AREAS :N ORDEH TG RJ�ECI S�RFAC,E WATERS, F-.�JAC£N1-?R��FR?lES OR DRAINAGE �PCILITIFS_ � ,,. PENALiIES FOR AN E�OSiON CONTROL VIOLATION Ar.E SU6JECT TO A$300 TO $1000 (�WE ilNDEE CHAPTER 17-66 - PENALT7ES FOR ViOLATIUN. EACH D�.Y i5 CONSIDERtD A DIFFEREN7 VI�I_ATIOPL � � N C'iENER.4L PL�1N NOTi�.S: 57��4� �R.�lI A. ALL WORK SHALL CO!dFOR'J� TO THF CURRENT WSDOT SFEC�ICATUNS �OR ROAD, � BR.IDGE ANO MUNICIPAL Cv�ISTRUCTION, CITY Of Ati�.CvRTES �RF,INnGE CODES AND ORDINANCES AND �1'HF CITY OF ANACORTES ENGINE=RING AND DFVELOPMENT STANDARDS_ � � E3. ALL PO�YVIN1'L CHLORIDE PfPE (P'JC) AND RTTINGS SNALL CONFORM TG AND MEET TFrE REQUIREMENTS OF THE LAT6ST A�`fM SPECtrICA710"-0 D3034. PIPE AND FITTINGS SI-IAL� � MFET 57F.NDARD DI�ABJSION EATICN ��. PROVISONS NDST 3� MADE �OR CONTRACTION � AND EXPANSION AT EACN JO•P1T WI?N A. RUE3G'ER F.ifJG, SECURE�I' P'�_ACED TO PREVENT DISPLACEMENT. C. ALL CONCRETE STORM PIPE SHALL BE P,UBBER GASKETED, REINFORCED CGNCRETE CULVERT PIPE CONFORMING TO SF_CTION 9-05.3(2) OF THE SAID AP'NP, STANDARD SPECIFIC.4TIONS. D. �,=�LL CORRUGATED POLYETHYLENE PIPES (CPEP) SH �.LL BE SFA00'�'-I WTEBiOR AND MANUFACTURED FROM HIGH-DENSI f� PG�_YETHYLENE RESIN, WHICPi SHALL MEE? GR EXCEED THE R�QUfRENEN7S G� �"PE ill, CATEGORY 4 OR 5, GRADE P33 OE R[GUIREIdtNTS OF AASHTO M249. ALL FITTING� ANC ACCESSORIES SHALL 8E MAVUFP.CTUREC ANC FURNISHE� HY THE PIPE SCP°LIER. E. ALL 12 !NCH TNRU 36 INCH DIAP.I=TER GORRI;GA';EG PGLYETI-IYLENE PI?E !CPEj F�R STORM SEWER AhD CULVERTS SHALL COMP�Y WITH THE REC�UIREMEN�S 0; � WSDOT/,4PWA SECTION 9-05.19 COftRUGATED P6LY�THYLENF CULVERT PIPE. JOINTS � SHALL BE SOIL TIGHT. ALL 3 INCH �HRU i0-WGH JIAMETER CORRUGATED �� T �i - p' I C PGLYETHYL�NE P.�F (CFE SHALL CCP,�PLY N!TH PL� �HE RtGU,�REMENT.. 0? AASHTC � M252 AND BE MANUFACTURED W1TH P. SMOOTH INTEG�AL LINING THAT COMPLfES WiTH ALL MAIERIAL ANC STIFF�iESS REi.tUIRE6-0�N?S GF AASHTO M294. JGINTS SHALL BE. SOI'�_ TIGHT AS DEFINED IN SEC?ION 9-05.19, F. ALL RTTINGS SHALL B� OF LIKE MNTERIAL AS THE PIF'E FURNISHtD BY 7HE F'IPE SUppLIER. G. ALL PIPE� SHALL BE SU17P,BLE FOR USE AS A Gr�AVITY DRAIN. CGNCUIL� H. THE �ND OF ALL ROOF AND FOOTII�G DRA�Pr STI,B GUTS SHAL,_ BE .MARKED S"fORM � CRAIN ON A FVC PIPF. �. THE MARKER SI-iALL EXtEPJD A M1.iWIt�IU'.�h OF 36 WCI-�S A60'JE ?`rIE GROUN�. THE PORTION ABOVE TNE GROUND S`IALL BE HB�LE� �TORrA S�_SNFR" WIThI BLACK - n_ � - L�"��EkS IT SHP.LL ALSO .�JJiIFY -iHE J.�R? OF iHE STUI?_ J. �_EAN��U7S SHALL H4VE CkST ���i"; CASES. K. ALL_ DRNF_WAY" rULVE-r2TS LOCF7EG WI?HiN T'..F RIGI,�,� OF-W,-Y �H4�L BE 0� SUF�GENT LENGTH TO °kC�JIDE <•. Ni�Itvll.Pt -s: 1 5' GPE FROM THt EDGE UF THE DRNEWFlY TO THE 66TiCM OF TNE DiTCH. �_ FOOTrNG DRAINS, ROOF DOW�d SPCU iS ANt� CURTAIN �RAINS ARE '0 6E CONNECTEO TO THE S70RM DRAINP.S� S�STE�t :k S�JAL�S AS �HOWN ON Tllt CONSfRUC,TION PLAiJS. M. MINIMUt�A SLOPE ON POOF AND FO'JNDATION DRA�N ST�UBS SHAIL BE cJ.S o AND HAVE A PAINIMUM OF 1 FOOT G� COVER_ FGOF DRAItiS ANL FOUNDATION DRAfNPIPES SHA�L BE CONSTRUCTED OF PV� AST61 D3V34 SDR 35 kND .S(M f=679- N. DRA:NAGE OUTLETS (STUB OUTS) SHALL BE PROVIDED FOR EACH 1NDIVIDUAL �OT. STUE3-OUTS SHALL CONFORM TO THE FOLLOWWG: i - T _ •-;. ��. r� c EA�.i �JTLET SHAL� BE SJITABLY L.1�ATED A�: i�H W T�� '� � H E LG E., LE A ION ON T E LOT � r �C AS TO SER`✓ICE .�LL FUTORE R CF D WN P � 0 0 S OUTS FOOT'��"JG GRAINS RIV�WAY � � D E S ¢ n F e G - � rAR RAW 4h� P.NY TH_R RF.. R e D D .. 0 _J CE 0 SGI3SURFACt D,.AIN_ NF.CESSARY TO RENDER��OTS Si11TNBLE FOR THEift INTENDED JSE EACH OUTLE7 Sh1ALL HAVE FREE � FLOWING, PCSITIVE DP.AINFGE TO AN APPROVED STORM WHTEP. CONVEYP.NCE SYSTE61 - T � �. �c GK �.0 AN A. �ROb�D OUTFA�L �OCATIGN. -- OUTLETS ON EAGH LOT SHALL BE LOCATED WiTH A SECTION OF PVC PIPE MARKED "STORM" ON TNE =ND OF THE PIPE AND SHALL EXTEND 36 INCHES ABGVE THE GROUND. - �RAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTtMS DESIGNED TD CONVEY FLOWS THROUGH I3tiDIVIDUAL LOTS. - THE ENGWEER�CONTRACTOR lS RESPONSBLE FOR COORDINATING THE L�CATIONS �F ALL S7UB OUT CONVEYP,NCE LINES WITH EESP�GT TO UTiLITIES (EG-, POWER, GAS, TELEPHONF, CABLE, ETC.) - � c - F AL N I�dl A , T HA' PRIV.4T L D DU � a UB OU ., 5 �L �_ ELY ONNEO ANO MHINTAIN- Y?H � G F3 E n� w P LOT _ vNt... Q CATCH BASINS AT THE CURB LID1E SHALL BE RECESSED 0.1 FEE7. P. ALL. STORM DRAINAGE STRUCTURES, SUCH AS CATGH BASWS AND UHNHO! ES, NOT LOCATED WITHIN A TRAVELED, °AVtD ROADWAY OR CONCRETE SIDEWALK, SH,4LL HAVE LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATCD 4V'I=;ri A PEPMANENT ��iENTION FACIUTY SHnLL HA''JE LGCKING LI�S ALL DRAIN,4GE �TRUCTGRES LOCATED WITHiN A BIKE OR VJALKING PATH SHP.i L HAVE LOCKIVG LIDS � 6. ALL CATCH BASWS GRATES SHALL INCI.UDE THE STAMP�NG "OUTFALL TO STREAM, �JUMP NG POLLUTANTS". R_ CATCH BASINS SHALL CONFORM TO TYPE I, TYPE Ii. OR TriE INLET 7YPE AS DErWED IN SAID APWA STANDARDS SPECIFICATIONS AND STAND�RO Pl_ANS WITH FLAT TOP FRAME AND GRP.TE. S. CATCH BASINS MUST BE SET TO LJNE GRADE USI'JG NO MORE THAN T�Wf� (2) ADJUST�fENT RINGS. � L THE CAST IRON FRAME MAY BE P�ACED FLANGE DOWN ON AGJUSTMENT BLOCKS IN LIEU OF PReCPST COLLAR. THE INSTALLAT'�ON OF CATCH BASIPJS SHALL INCLUDE FINAI_ AD�USTMENT AS MAY BE REQUIRED TO FINISH GRA�E INSTALL�4TION WIi�HIN THE PAVED P,OADUVAY SHALL BE PER 7HE CITY OF ANACORTES TYPE I C.ATCH 6ASIN WITH 18-INCh4 BARPoER CURB DETA!L UNLESS SPECtFIED AS A THRU-CJRB INLET. . U. CAST IRON FRAME FOR TYPE I CATCH BASIN SHALL ACCOM,MODATE A 20-INCH X 7_4-WCH GRFTE. V. A LOW-PRESSiJRE AIR TEST AT 5 PSI FOR 15 DAINUTES FG� SEWER MAWS ��S R=QUIRED. �iHE CITY OF ANACORTES MAINTENANCE CAMERA CREW WILL ViD�O S.4NITARY SEbVER AND STORM SEWER MAINS. CALL (360) 293-1921 7G SCHEDULE APPOINTMEN?. 48-HOUR N077CE REQUIRED. (SECTION 7-17.3(Z1H) W. THE CONTRACTOR SHALL BE REQUIRED 70 P�ACE METALLIC TAPE OVER A�L NONMETALLC PIPES. THE MEI�A�LiC TAPF SHALL BE A MINIMUM OF 2 INCHES IN WIDTH AND PI�CED CONTINUOUSLY THE ENTIRE LLNGTH OF THE STORM DRAIN TkENCH_ X. ALL TRENCHES FOR STORM DRAINS SHALL 3F IN ACi;ORDANC; WITH S�CTION 7 OF THE CU(?REN? WSDOT SPEGFICATIONS �OR ROADS, BP.IDGES AND UUNIQPAL CONSTRUCTION. Y. ANY PERMANENT f-L.OW CONTR�L FAGLITY USED AS A TEt�1PORARY SETTLING BP.SIN SHAI_L BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHA�� PROVIDE ADEQUFTE STORAGE CAPACiTY. IF THE FACIU7Y IS TO FUNCTION AS AN WFILTRATION S'fSTtM, THE TEMPORARY FACILI`Y MUST BE GRADED SO THA? -HE BOTTOM AND SIDES ARE A LEAST THREE (3) FEET ABOVE THE RNAL GRADE OF THE PERIJ�ANEN? FAGLITY. Z. OVERFLOW, SPIL�WAYS, GRAVEL FILTER WWDOWS MUST� EE CONSTRUCTEG FER PLANS n c A,dD SPECIFICATIONS. NO DEVIATIONS. AS-BUIL FOR VERIRCP.TiOfJ R�QUIRED. AA. QUARRY ROCK MUST BE SOUND "H� DURABLE ROCK_ NO BECYCL=�D MATERIA"�. � BB. GRA5S LINcD SWALE SHALL BC CONS7RUCTEG PEP. THE DETAILS PBOVIDED. NO DF`✓IATIONS ALLOVJEU. FLL S'JJALES MUST BE OPERATIONAL �EFORE ACCEPTANCE. CC. MiNIMUM 1-f00T SEPARATION BETWEEN PIFES IN TYPE II CATCH BP,SINS. WA��� ?,. NO CONNECTION TO THE EXISTIPvG MP:NS WILL BE ALLOWED ERCEPT BY ME:,NS OF AN APPROVED BACKRO�V PREVENTION DEVICE PRIOR TC SATISFAC�ORY FLUSHING, TESTING, � � T v l` . DISINFECTI_•NS Af�� RECEIP. OF SATISFACTOR. ACT I� I A T B ER 0_OG ,,. L TEST RESUL S. B. ANY PERSONS PERFORMING HOT TAPS SHALL BE APPROVED IN ADVANCE BY THE CITY OF ANACO�RTES. SUPERIOR TAPPING INC. AT (ij 888-859-9221 OR SPEARS TAPS, WC. AT (425) 485-4764 ARE ACCEPTAB�E COMPANIES. C. PfPELNE MA7ERIALS AND WSTALLATION ARE TO CONFORM TO THE LFl?FST REVISION 0� � Tt'E FOLLOWWG STANDAR�S: - uOCTILE IRON PiPE DESiGN (AWWH C150/A21.SOj - D`UCTILE IRON PIPE MANUFACTURING PROCtSS (AWWA C151�A21-51) - "EMENT MORTAR tINING (AWWA C104�A2t4) - PC�YETHY�I_ENE ENCASEMENT (AVlW.4 C1G5/A21.Sj - D'JCTILE IRON PIPE JOINTS (AWWA C111�A21.11� - DUCTILE IRON RESILIENT WEDGE� GATE '✓ALVES (AWWA C,515) - DR`:' 8AF?P.EL FiRE HYDRANI"S (P,WWA C502) - DUCTILE IRON F��TNGS ;AWWA C153/A21.53 ?.ND C110/A21.1D) �� - DISINFECTIONS (;�WWA C651) - t�UCT1LE IBON PIPE INSTALLATION (A1MNA CE00} GWNEP, SHALL FUftNISH T� TH*_ �CITI' OF P.NNCORTE� Eh���dEERING t2EPRESENTATIVE COPIES OF TEE CERTIFICATIONS THAT ALL MATERIA�S UFET THE AJJ'NA SPE..i�ICATIONS. D. DUCTILE IRON PIPE TO 8E THICKNESS CLkSS 50 OR PRESSURE C�ASS 356. E. ALL DU�TILE IRON PIPE SHALL 5E POLY WRAPP�D IN ACCORDP.fJCE W'I ���`H TH � E MANUFACTURER'S GUIDELINES. POLY WRAP SNALL BE 8 1•AlL MINIMUM '?iICKNESS ANG TAPED AT THE SEAMS. LOOSE BAGGING WILL BE FOLDED AND SECURE� TO iHE PIPE. F. FIRE HYDRANTS ARE TO B[ MUELLER MODcL SUPER CENTiJRION 200, AVK OR M+H. G- FIRE I�iYDRAN?S SHALL BE SET VERTICA� PLUMB WI7H THE PUMPER POP.T FACING THE � STREET. H. RRE HYDRANTS SHALL BE SET AS SUCH THAT THE BREAK AWA.Y JOWT IS NO MORE TH,4N 6-INCHES ABOVc AND NO LESS THAN 3-INCHES ABOVE THE FINISHED GRADE. I. THERE SHALL BE 3-F00T MINIMUM CLEARANCE�AROUND 7NE RRE HYGRANTS. . J. FIRE RYDRANTS SHA�L HAVE A RED HEAD BRAND OR EQUIVALENT WITH 5" STORZ RIGID FEMALE A�APTER WITH CAP AND CONNECTING CABLE. K. THE WATER SERVIrE� TO THE VROPERTY LRJE FROM THF MAJN LWE SHALL BE t-INCH MINIMGM COPPER AND SHALL BE INSTALLD IN ACCORDANCE WITH SECTON 7-15 OF THE CURRENT VERSION OF TNE STAtVDARD SPECIFICA?�.ONS FOR ROAD, BRIDGE AND MUNICIPAL CONS7RUCTION AND THE CITY OF ANACORTE� CONSTRUCTION GUIDELIP�IES. L INS7ALLATION OF THRUST BLOCKS SHALL CQNFOP,M TO TNE CITY OF ANACORTES � CONSTRUCTION GUIDELWE ��TAILS, "TNRUST BLOCK N0. 'I (WA-7)" AND "THRUST �' ��9LO,.,K N0. 2(WA-8)". SOIL BEARING STRENGTH OF 2500 PSr SHAL� BE USED IN NOST AREAS ABOVE 7HE WATER 7ABLE. A QUALIREG SOILS ENGWEER WI�L EVALUAT� SUBSURFACE CONDITIONS, WHICH INDICAl'E A LESSEP, SO!�� STRENGTH Iti THE NATIVE MATERIAL. THE CONTRr1CT0E SHALL USE PLASTIC SHEETING TC FRE'vE�V? O�N?ACT BETWEEN THE CONCRETF AND THE FIT7INGS. THE CIT� OF ANACGR?ES ENG�NEERING DEPARTMEN? SHALL INSPECT THRUST BLOCKS PRIOR TO BACKFILLING THE TRENCN. M. THE WATER MAIN SHA�L HAVE A MINIMUM OF .50-WCH_FS OR A MAXIMUM C�VER OF 40 INCNES FROM THE FINAL GRADE BErORE PAVING. THIS CO`/ER INCLUDES THE TGF' OF THE CRUSHED SURFAG'NG BASE COURSE. N. 1-IF WATERLINE SNALL BE FITTED WITH A WATERTIGHT PLUG AT ANYTIME WORK IS DELAYED OR 5?OPPED HND OVERNIGHT. IF NFWLY INSTALi_ED WAIERLWE IS CONTRMINATED WITH GROUND WAT�R, �HE ENTIftE LE<VG'H OF PIPE AFFECTED SI-!ALL BE THORGUGHLY C�EANED PRIOR TC iN5T.4LLING ADDITIONAL PIPE � � i i ,A 7 � �r_ r�. �. M INT?,�N P. MINIMI,M 1-FC07 'JERTICAL SEPF.RA.ION ? i ND ,� _J IN�h- HORIZ�I�lA_ SE���ARATION BFNJE�N THE 4VATERLINE ANG ALL GTHE�4 �,LI?!E� EX�E?T SANITPR� aEbVER, �NHICh IS TO BE A 10-FOOT HORIZUNTAL SEPARATION. 4hPTERLWE TRENCH IS N'OT TO BE SHARED WITH OT'ncR U71Lf-1ES. P. TRENCH EXCAVA'ION, BEDDING AIJD BACKFILL rOR WAiE'R I�AA!NS SNALL BE IN ACCORDANCE WITH SECTION 7-i0 OF THE CURRENT VERSION OF lNE STANOARD SPFGIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONS?RUCTI(�N AND 7HE CITY OF ANACORTES CONS7RUCTION GUIDELWES�TRENCH DE?AILS. Q. MAXIMUM LENGTH OF OPtN 7RENCN SHALL BE 100-FEET. R. ALL WSDOT REQUIREMENTS FOR TRAFFIC CONTROL SHALL BE MtT AT ALL 71ME5. 5. THE GTY OF ANACORTES ENGINEERING GFPARTd4ENT FAUST BE NOTIEIED AT LEASi� 48- HOURS PRI012 TO COMMENCING CONSTRUCTION AND FOR INSPECTI6N RFQUESTS.. �. T_ INSPECTIONS SHALL INCL'UDE PIPE MSTALLATIGN, PIPE BE�DING, BAGGING, �THRUS? � � - � � a„ ' H . - i BLG�KING PRESSCRE TE�TING ANG iRENCN .,. �K.I_L. U. TESTING PROTOCOL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALI'S;S SNFlL� BE SUBMITTED, REVIEWED P,ND APPROVEO BY TH- CITY Oi= kNACORTES�ON�ALL � MATERIAL USEG IN THE RIGH?-OF-WAY. SEE THE CiTY OF ANACORIES TESTING �� SChiEDULE � � . . � � � V_ THE CONTRACTOR SNALL FURNISH ALL LABOR, EQLIPMENT .4Nt��MATERIAL TO DISINFECT, FWSH AND CON�UC? A PRESSURE TEST OF THE COMPLtTED WATERLWE AS SPEGR6D IN SECTIONS 7-11.3(17) AND 7-11.3(12) OF THE CURRENT VERSION pF THE STANDARD SPECIFICATIONS r0? ROA� BRIDGE AND MUNICiPAL CONSThOCTION. � W. CEC.HLORiNiZATION WiLL 3E RE�UIRED OF ALL DISINFECTIGN� WP.?ER FLUSHED rROM r NJATERLINES WHICH..,ANN07 8E CONVEYED TO EXISTING SANIT.4RY�SEWER SYSTEMS. X THE WATER LWE, INCLJDING THE C�RP. S70PS TG� THE VJATER� SERVICES, SHALL BE � � � F F PRE SURi E TO 51 WITH N'J R AT T Z� 22., P G E _R HAN A 5 PSI PRESSURE DROP OVFR A 2-HGUR PERIOD. THc CITI' OF ANa,CORTES FUCiLIC 'NORKS INSPE�TCR, EfdG�NEER GR � � - � � DE�IGNAT�� REPRESENL4TIVE SH�LL N+97NFS5 THIS TES'. . Y. THE CONTRA TOR H� N I Y AN P T � G S A�L GTF U COORDIJA E W:TH THE CITI' OF ANA.CCRTES WNTER GEPARTMENT PRIOR TO THE START OF COIvSTRllCTION ANC� PRIOR TO ANY � WATER SNUT Q�F OR TURN ON THAT w9LL ArrF_CT THF WATER S'rSTEM. WA?ER DEI'ARTMENi PE:RSONNcL WItL OPERATE DlSTRIBUTION VALVES. Z. SCHEDULEp WA�ERLWE SHUT DOWNS: 72-HOURS NOTICE REQUiRED. CONTACT (360) 293-1321 FOR SCHEDULING. . � � � �� � - r - - - P.A. EMERGEN„Y WATERL!NE �HUi CONlNS: CONTArT .56G�' 295-1921. THE�WATER��� . � 1 DEPARTMEN7 WILL BE NOTIFIED. ALSO, CONTACT THE PUBLIC WORKS iNSPECTOR� A7 (360) 299-195� AND (360) 667-7838. BB.�� CGNTRACTOR 1S RESPONSIB�E FOR OB"fAINI�NG ?HE WHTER SAMP�E BOTP_E FftOM�THE SKAGiT COUNTY HEALTH DEPARTMEPlT�PRIJR TO SCHEDULING BP.rTERIAL S�,MPL�NG. 7HE LENCTH OF PIPE WI�L uETERMIN� THE�NUMBER OF SAMPLES T�KEN. � cua��sav���a ,�.N� s��E�.��,� ���e��sxx� ��� ���r�� 1. CURB�GUTTER AND SlDEWALK CGNSTRUC710N SHA�L�FOL�OW�A.TRUE ?,ND UMFORM � HORIZONTAL ANC VER1lCAL ALIGNMENT. � . � �� ��� � 2. TH� �iFRTIC'vL AND HORI=CNTAL SURFP.CE SHALI_ BE A Sd�1GG�H BRO �d FIN'��,SH W�H o i No DETECT�ABLE FINISHING $LEMISHES, UNDULATIONS, RIPPLES, SWELLS,� WAVES, �RUTS, � � � r i r F r FURROW� GR,4FFITI OR OTHcR O�J_CiIOf�AB�E MARK .,H ' R� . . S.. E END .FSULT SNALL 5E A NEAT AND PROFESSIONALLY FINISHED APPEARANCE � � . . 3. THE EDGE FINISH ADJP.CENT TO T:1E .EXPANSION JOINT.MP.TERI.4L SHALL BE CLtAN AND EREE OF EXCESS SLURRY. THE EXPANSI�JN JOINT MATERIAL SNALL BE TRIMMEG�TO�A � LEVEL EVl-N WITH THt � AGJACENT CONGRETE F.ESU�TING IN A NEA I AND �� �� � � PBOFESSIONALLY FINISHED APPEARANCE � � � � � � � � 4_ THE CITY ENGWEER, IN �HIS SOLE DISC�ETiON RESERVtS TNE AUTHORITY TO ORDEP. THr REMOVtnL OP SECTIONS 0� CURB/GUTTER AND SIDE'lJALK THl;T D�? NG'T MEET THE . WORKMANSHIP AND AESTHETIC �THNDARDS 0!= TyE C�TY OF ANACORTES. 5. SECTIO�dS OF NE4JLY CONSTRUCTED CUP.B�Gl1TTER AND SIDEWALK, 7HAT� EXHIBIT � CRFCKING FOLLOVJfNG CURWG, SHALL BE� SUBJEC� 70 REMOVAL A�D REPLACEMcNT. , - CRACkING RESULTNG FROM SUBBASE FAILURE OR CONSTRJCIION SITE DAMAGE � SHALL BE iMMEDIATELY PEMOVED�ANL�ftEPLACED TO THE fdEFREST EXPANSfON JOINL . . � � . - MINOR.HAIR LINE STRESS CRACKS MAY AT�THE DISCRE��-10N OF THE�PROJECT� MANAGER, BE MONI'ORED AND REEVALU.47ED FOR POSSIBLE RF_MOVAL AT THE �=ND OF THE MAINTENANCE PERIOD. . � . . � : THIS PLAN SHEET IS�APPROVE� FOR CONSTRfJCTiON IN ACCORDANCE�I+�TH �THE CITY OF ANACORTES ORDINANCES AN� POl1CiES. ACIUAL CONF6RPNANCE OF 1NE DESIGN WITH APPUCABLE LAtNS JS THE SQIE RESPONSIBILITY OF �hiE PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP RPPEAR ON YHlS SHEET. ACQUIRING, COMPLYING N9TH, ANp PROVIDING MITIGAl10N POR ALL FEDERAL, STATE COUNTY, AND �OCAL LAWS, PERMITS, AND MANDATES, lNCLUDING BUT NOT LIMITED TO 'fHE ENDANGERE� SPECIES ACT, FEDERAL MdETLAND PERMIT, STATE DEPARTMENT QF FISHERIES Hl'DRAULICS PERMIT, FEDERAL FLOOD PLAIN PERMITS NA�IONAL POLLUTA T N DISCHARGE ELiMINAl10N SYSTEM PERMITS IS THE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGIPIEER. THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSIRUED AS PROOF OF COMPLIANCE WITH APPLICA6LE LAWS AND PERMIT REQUIREMENTS. � DAPE THIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DAIE NOTED .A80VE. � � � ARCi1iTECTURE . � � 4010 Lake Washington Bivd. 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O . . + O . p p o � :�.._� ' � ° � �o � _ _ � _ _ o�{._ � _ _ _�._ _ _ �} _ - -F- �'-- - - ++ - - -F- - � ' > .� � I N + ^ � �'� � � �� � . � . 21 � . . . . 21 � � . ' 21 . . . . . . � ' < � > . o . .. O . .. .�. �- . . . . . . ' p o . p .i.. ; . I°.. . . p_ '. � . � � . . .i.. a.. �. Gj . 'p -i . u . /. _ ,� .: ;�� .' �,� � . . . � . . . . . . .. . � C ��� ° ° ° . .. . . , � ,.-..a , .; ,.. ._ , . . . . . . . . . .. � . . .... . .. .. .. . . . .. �.: '.�, � . . N � . � I . �... . . .:.. -..' . .. . . , :�: ...�....� .. . . . .. .. . � GENERAL CONSTRUCTION N4TE5: BASIS OF DIMENSIONS FQR THIS SET QF PLANS �PE THE PROPERTY LINES OF LOT �t OF SP ANA-9�-003 t � DIPAENSIONS OF SIDEWALKS ARE FIdOM FACE QF GU€tB T0 � > � � � BACK OF WALK. � � � � ONLY THE USE OF RUB�ER 11RED EQUIPAAENT OR RUBBER �� � � TRACKS ARE AL�OWED�ON�ASPHALi�OR CONCRE7E SURFACES WITHIN THE PUBLIC RIGHT-OF-WAYS. � � � � L CONSTRUCT TYPE 6 COtdCRETE EXiRUDED � �� CURB PER WSDOT STD F-10.42-00 DETAIL C12 �� I . � 2. CONSTRUC7�CEMENT CONCRETE�SIDEWRLK AND CURB & � � . SIDEWALK AROUND PARKWG LOT AND ADJACENT TO .� BUILDING PER ARCHlTECTURAL SITE PLAN, CURB ANO �, z QD �,; : , � SIDEWALK DETAIL& � 3. CONS'tRUCT STD ACCESSIBLE � ��� ,. � PARKING STALLS PER DETAIL � ASPHALT PAVING T0 BE AT C13 � '� �.. GRADE WITH TOP OF VdALK FOR THE LENGTH OF THE ADA � . � . � STALLS. � � � � � 4. CONSTRUCT 6' N9DE CEMENT CONCRETE D ' SIDEWALK P�R WSDOT SiD PLAN F-30.10-00 DETAIL �12 � D 5. ASPNALT PAVING PER DETAIL� I BUS LANE AND SOt1TH �'lO ACCESS PAVING SHALL BE ATB BASE COURSE PAVING SEC110N SEE SHT C7 FOR LIPAITS OF ATB FAYiNG. R/W R/W 30' I � 30' 6. CONSTRUCT CEMENT CONCRETE TRAFFIC CUR6�� �� ��i _ i j�, GUTTER PER WSDOT STD PLAN F-YQ.12-60 DETAI �12 ii i � ?� 7. CONSiRUCT GATE ANG SCREENING FERICE/ 1NALL PER � � � ARCHITECTIlRAL PLAN. 17 �. ;. i i . . . . . .. '�i 8. CONSTRUCT� TYPE 1 SiDEWALK � RAMP ����1 ,r, � � , e � . 1 I `i � . . �PEft NSDOT STD PLAN F-40.10-07 bETA1L ��� � � � � � � � 9. CONSTi2UCT TYPE �N SIDEWALK RAAP,P � � � {�' . � . w ; � PER 4VSDOT STD PtAN F-A0.1S-00 DETAIL �. ' . � � FOR RAMP SOUTH OF �CU�-DE-5AC PdO.� � ��� � . � � ( . 7APER IS REQUIRED. . . � � ; 10. CONSTRUCT DEPRESSED WALK � � ' HANDICAP RAMP PER DETAiL �p� � . 3+00 COMPLETE CURB REPLACEMENT � � - PER CITY OF ANACORTES DETAIL ; C12 �' � ' 11. EXISi1NG ADA RAMP TO REMAIN UNDiSTURBED. ( � � � � � � D � j 92. WHEEL STOPS PER DE7AIL �,� 1 � � 13. INSTALL LANDSCAPING PER LANDSCAPE ARCHITECTS i ' ADE LANDSCAPE AREAS PER L,4NDSCAPING PLAN/S GR : � � � � SHEET C7 SPOT ELEYATiONS AND CONTOURS. � 14. INSiALL STOP SIGN ±NSDOT Rt-1. � ' Ii . . � . .. . . . . � . � . . . R}-9 � � � . I 15. GONSTRUCT 2' VALLEY GUTTER PER DETAIL CI1 � 16. EXISTI9VG MONITORING WELL' TO BE PRESERI1ED. USE EXISTING RIM & C04`ER AiJD CAST IN SIDEWACK: 7RIM OR EXIEND MONiTORING WEL� AS NECESSARY TO PLACE I � ' CASING INSIDE A90NiTOP.iNG 1"eELL CASING. I I �; � �. 17. (REFER TO SHT 17) CROSS1+tALK SiRIPING PER WS�OT STD � PLAN M-i5.1Q-Ot � 18. (REFE42 TO SHT 17) SSOP BAR PER WSDO7 Sl� P�.AN � � M_2�.6�-�2 ---'�--- --- -- i I �� �__ ° 19. EXISTiNG WEi POND/DRAINAGE SWALE TO REM6afN � ���I 4+�00 , � � UNDISTURBED. � � � � � �', � 20. CONSiRUCT DUMPSTER P,4D PER DETAIL � tie C�� . . ENCLOSURE PER ARCHIiEC1i/RAL PLAN. � ' 21. (REFER TO SHT 17) PAIN7 CURB FR0�1 SERVICE YP,RD TO PARKING STALL RED AND STENCIL IN WhiITE LETTERING I � ; . . "FlRE L,4NE NO PARKING" � 20 FT O.C. � � � , 22. CONSTRUCT RETAINiNG WALL BETWEEN � �� . SIDEWALK AND PARKING LOT PER DE7AIL C12 � 'I i,� ' � � 23. (REFER TO SHT 17) FLOW DIRECTION ARROWS PER WSDOT S1D PLAN M-24.40-07 I �� 24. (REFER TO SHT 17) STRIPE BUS LANE AS DEPICTED WITH � 4" CONIINUOUS SIRIPE AND 7W0 "BUS ONLY" MARKINGS. � , � !., � 25. (REFER TO SHT 17} PAIN7 STALLS iMTH WFiITE PAINT USING k ; � STENCILS W/ 12" TALL LE7iERING. STALLS TO BE �, . ' ANNOTATEI7 W/ STALL NUMBER AND `MARINE iECH" -� . . �� OR "STAfF" AS INDICATED ON PLAN. NOTE THAT SPACE � � � #91 TO SHOW "NCiA POLICE° RND SP,4CE �12. TO SHOW R/w "EXECUIIVE DIRECTOR" ` 3�' ( 26. CONSTRUCTOR TO EXCAVATE AND BACKFILL TRENCH FOR GAS, POWER, TELEPhiONE & CBTV. COORDIPdATE WITH UitL1l1ES PRQVID£RS. � 27. CURB CUTS IN EXTRU�ED CURB PER DETAlL �14 28. INSTALL LANDSCAPING PER LANpSCAPE ARCHITECi'S �.�� � LANDSCAPlNG PL,4N/S. GRADE LpNDSCAPE AREAS PER 5ij00 LANDSCAPE ARCHIIECT'S SHEET LD.Oi CONTOURS. GR��'I-�IC �CAI� � zo a io ao so � � ( n� �E�r ) � ��� = zo n. 0 THIS P�&N SHEET IS APPROVEQ FOR CONSIRUCTIOR IN ACCORDANCE 4VIYH THE CITY OF ANACOR'fES ORDINANCES AND POLICIES. ACTIIAL CDNFORMANCE OF SO E RESPONSIBILITY OF 1}iE THE DESIGN 1M1}1 APPLICABLE LAWS IS TNE L PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP ,4PPEAR ON THIS SNEET. I ACOUIRING. COMPLYING WITH, AND PRONDING MITiGli710N FOft ALL FEDERAL, STATE COUNTY, AND LOCFl� LAWS, PERPAITS, AND AAANDATES, INCLU�ING 6UT NOT LiMITED TO TNE ENDANGERED SPECIES ACT, FEDERAL WEiLAND PERPAIT, • STATE DEPARTMENT OF FISHERIES ITYDRAU�ICS PERMIT, PEDERAL FLODD PLAIN � PERMITS, NAl10NAL POLLUTANT OISCHARGE ELIMINATION SYSTEM PERMITS IS � THE RESPONSIBILITY OF THE DEVELOPER, IANDOWNER, AND THEIR ENGINEER. THE ISSUANCE OF THIS PERMIT SMALL NOT BE CONSTRUED AS PROOF OF � COMPIJANCE WITH APPLICABLE LAWS AND PERMIT REQUIREMENTS. � I ' 0 - � � , . DA7E� `� THIS APPROVAL WILL EXPIRE W ONE YEAR FROM 1}1E DATE NOPED ABOVE. I ^ � � ,; � ARCHITECTURE��� �4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 I p 425 828 8948 . f 425 828 906? . .. �i 47'g�0� � ��I'Y���, �. �� �� � ��T � F'� � o � � Y�, ���Q3°�� a� �� � � �"`� :� 12� Yd �q� . ! � � � I ( �� � � �� ����o��� c��,��� Daie: 07,�13/2009 PPO]�C� �9. o%O��i� � .. d➢saran: FtAfI ���������� ��� ��������� '���'�'�� ��5�� . � CHANNELIZAiI S'�eet Ido, D � n 1 � � � � � 3 v m � % rn 3 � a � % � 0 N i � 0 r IV owrvExsv�vE�oP�x NORTHWEST CAREER ANII TECHN}CAL ACADEMY EXECUTIVE BOARD NCTA ANACpRTES CAMPUS LEGAL l3ESCRIPTlON LOT 9 OF SHORT PLAT �ANA-98-003 AF�9902170Q72 LOCA"IED EN NW1/4 NW �/4 ,SECTIUN 19, TtJWNSHIP 3S N, RANGE 2 E, W.�Vl. �� �� ��� � NGTA PROJE� MA3�AV�.sA BELOW ARE THE CONTACT NAMES AND NUMBERS FOR THE KEY PEOPLE THAT RE INV4LVEU WITH 7HiS PRO,�CT. PLEASE INCLUDE THIS LIST dN THE PIAN SET. IT SHOULD INCLUOE A 24-HOUR BRYAN G YOUN6 EMERGENCY NUMBfR FDR EACH. PO Bak 552 ANACORTES, WASHINGTON 98321 1. CITY OF ANACORTES: PH: {360) 42fl-9426 e-mail byarch�erizon.net A. STEVEN EANGE: PROJECT MANAGER OFFICE 360.299.19@3 R��,'�����'j' CELL: 360.669.3468 FAX: 360.293.193@ HUTFEBALL & OREMUS EMAiL• S7EYEL�CITYOFANACa21ES.ORG 4010 LAKE WASHINGTpN BLVD NE KIRKLAND, WASNWGTQN 98033 g, JIM 6ALDWIN: PUBLIC WORKS INSPECT4R PH: (425) �28-5948 OFFlCE: 360.299.1972 FAX: (425) 828-9067 CELL: 386.681.3b47 i± f AX: 360.293.1938 E�I�INEER EMAIL° .AMB�CITYOFANACOR7ES.ORG NORT#iWEST DATUM & DESIGN, INC. C. ERIC SttJP.RBACK: ASS}STANT CITY ENC�NEER zzos r�oNicn omvE MOUNT YERNON, WqSHMGTON 98273 OFFlCE: 380.293.1920 PH: {360) 424-4855 FAX: 360.293.1938 FAX: (360} 424-4$68 'I}{E PROJEGT MANAGER IS 1NE KEY PERSC/N OF CQNTACT FOR 7HE CITY OF ANACORTES L..A1r�J�4AP6, 1ll6CIZilElsl �EGARDING TECHNICAL AND ENGINEERWG MATfERS. THE PU9LIC WORKS INSPEGTQR IS lNE KEY PERSDN 4F CONTACT FOR THE C(TY OF ANACORTES CASCADE DESIGN COI.LABORAl1VE FOR QUAI.ITY ASSURANCE. SAFETY, FlELd COORDINR110N ANQ INSPECilONS. 911 WESTERN AVENUE, SUITE 21ff SEATTLE, WA�HINGTbN 98104 ANY 07HER C4TY PERSONEL SHONANG IMPLIEO AUTHQRITY ON-SITE SHOtJLd 6E DIRECTED TO hfE PH: (206) 292-8824 PRO�ECT MANAGER. IF lHE PROJECT MANAGER IS UNAVAILA�LE, THE LIN� OF COMMUNlCATION SHOULD BE FOLLOWED. PRV�EC1 LU�AT��1♦ Z. A6DI744NAL CON7ACT 4NFORMAl10N: LOi 1, 1606 R AVENUE A. CIiY Of ANACORTES STREET DEPAi2TMENT B. CITY OF ANACORTES WATER DEPARiMEN' ANACORTES, WASHINGTON 98221 MAC JACKSON: FOREMAN TERRY NEMElH: FOREMAN OfFlCE: 360.293.1921 OFFICE: 360.293.1921 BENCH MARK -� MB j�1 NUT ON TOP OF HYDRANT O SE CQRNER OF INTERSfCTI�N OF Q AVENUE AND 17TH STREET EL=14.46 NAD 1998 BM #z NUT ON TOP OF HYDRANT�9 EA57 SIDE dF R FAVENUE STA 4+07, 36 FT LT 12 FT NQRTHWEST OF TNE FI7NESS CWB BUILDING GENERAL NDTES Zt3NING: SITE = CMt ADJRCENT = C, CM1 AREA: SITE TOTAL 3.549 ACRES IMPERVIOUS 2.a37 ACRES PERVIOUS 1.542 ACRES Ui1L1TY PROYIDERS: WATER - GTY OF ANACORlES SEWER - CI7Y OF ANACORTES STflRM pRA4NAGE - GITY OF qNACORTES POY�R - PSE GAS - CASCADE NATURA� GAS TELEPHCINE - VERIZON CABLE N - COMCRST BUILDING LIME SET BACKS: N0 MINIMUM FROM FROPERT'! LINES. TH+ENIY FEET FRQM RIGHT-dF WAY. (ORD. 252# AT'f: A§ 3(PART), 2000) CONTRACTDR TO MEET CITY pF ANACOR7€S CONSTi2UCT10N 2009 EOS STANDARDS FOR A} WAlER e) sEw�t C) STORM D) CONCRE'FE fj ASPHALT F) GENERAL NOTES G) ERQSION H) CONCRETE WORKMANSHIP AND AESTHETICS. CONSTRUCiION NOIES ARE tNCL,UDED ON SPEG. SHEETS THIS PLAN SET. C. CC�ACAST CABLE CASEY JONES: CONSTRUCTION CELL• 425,608.7335 FkX: 360.527.83Q2 EFAAIL• CASEY_JqNE50CABLE.COMCAST.COM E. PSE/INTOLIGHT SHEftI CIARKE OFPIGE: 425.456.2701 CELL: 20&:6d4.3858 FAX: 425.4623149 EMAIL: SHERI.CLARKEOF'SE.COM G. VERIZON NORiH1ME5T DEAN DUPRIS: CONSTRUC110N o�cE. �so.�s�.�sai CELL 360.7ig.7626 EROSIqN CONTR4L SIlRERVISOR: NAME: WILL BE PROVIDED UPON AWARD OF CON'IRACT OFFlCE (24-HOURj: GELL (24-H4UR): FAX: EMAiL: 0. CASCADE NkTURAL GAS DEWIGHT BELL OFFICE: 380.336.2189, EXT: 4211 ($-5} AF7ER H4URS: 1.$00.552A615 FAX: 360.336.2564 EMAIL• F. VERIZOF! NORhiWEST CHftIS PARMETER: ENGINEER OFFlCE: 360.757.2489 FAX: 360.757.4338 EMAIL: CHRIS.PARME'fER�VERIZON.NET MATERIAL TESl1NG GEO IEST 741 MARINE DRIVE 6EWNGHAM. WA 98225 OFFlGE: {360) 733-7318 FAX (360) 733-7418 EMAIL- grant6�geotest-'rnc:eom � � �� �� � �� ��� ��� �� ���� �� ,; �___ _ _ � ; � ; � �.� °'� �, m� 14TH 31'RR1SP i� k� ms. il ,� .w�....e,.,. ,��. s; '* �� i : � : r { ii �.... --- � s � � y i s il Z�NING = C ` ` °, i �� �; € � F � e r 1 i Y `k i �" ¢ V ��1 �1 ? 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' _` ' _�� .-„ _• _. _.. g � � . �' ��7E6BB[6V 9�AII6j � '- s '. -,�;,.�.-_w,.._,.- —" -.- --- -`u .:n....., .." , '� .� „ i._.. �� � ` ''- - I 1fiTH �' s , � ._ , � � �.. ;� �a; . _. i? �- � ' � � � 1 '. ^ 1, � � �- —..,.., - ... .� . � x\ r � t � ' t ' �' x I; :�, �� `� ��M #1� tt_ - s, w . _ _, ia� ' � � v �a i A .,.�., . ,,,..,. ., p ___ __' i'� i v r.�!}` r . . � ¢4e3ea�a�u5�} ``", ziT �� � , , � � t@. ��3`������ � '�s%��1t' (JV�RALL SITE MAP GRAPHIC SCALE so a ao 60 �zo �� ( IN F'EE: P ) 1 inch = 8D fG �--�_�� - ..--a � �,y �' ." - - � �.1 ~� 1 ( � — { w- — _ _ .�= --� -�_ l � '� . _' '_..___ ___"_. _ _— __ _____ I, � �..._. a_�.., . 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DESCRiFTlON CI C)F C17 CUVBR SHBBT Hu,��e�a,ll, C2 tiF C17 EXISTINCi CONDlTIONS � TB,SC P%AN (NORTH% A R C H I T E C T U R E C3 OF C17 EXISTdNG C414IDITIONS .k TL�SC PLAN (SOU!'Xj �r ��`el l tus C4 C1F' C17 SITE DIMBNSIDNA� AND LAYOU�' PLAN (NORTX) C5 OF C17 SITE DIMENSIONAL AND �.AYOIIT PLAN (SOII?'X) 4010 Lake Washington Blvd. NE, Suite 320 C6 OP Cl7 ST'ORM DltA,TNA�E � GRADl10iG PLAN (NDRTH) K'�xia�a, wa sso3s p 425 828 8948 f 425 828 9067 � oF c1' STORII� UIeAl`NA�L7 � C:RAD�NCi PLAN (50UTH) c8 oF cr' SAIVl'TARY B�RrBR AND WATBR FLAN (NO�THj C.9 O'F C17 SANlT�4RY SEA'ER AND WAT�R PLAN (SOUTHj C10 OF �1� C01�JSTRUCTION DETAILS' c,r o� c17 co�v.srRucrrox n�rArr,s G`12 OF CI? C�NST'12TICTION DSTAILS cr� o� cn coxsrR ucr�o�v D�rArrs cr� oF ci� coxsrRrrc�ox D�r�rrs CIS OF C17 �A?'ER CONSTR UCTION D.�TAIL� �161)F C17 AATACOI�T�S SPBC1`I�ICATION3 C17 QF C17 STRIPING # CHAN11iELIZATlON L � (EXISTlNG) (PROFQSED) __ .��-..___v. RIGN� C1F WAY LtNE' ----- __.___ _,_ __ ..__ ROAD CEMTERLlNE - _ . . .. _ _.... PROPERTY L7NE PROPERTY CORNER + � �-- STORM DRAJN SD <�, sroRn� ,�axxocE � , .. STORM GATCH BAS1N ■ --- - SANITARY SfWER SS SANITARY MANHdLE Q _ ____ WATERUl1E W WATER f/ALVE DQ f'!RE HYDRANF -+- - GAS UNE G - � - � ��- POWERtINf P - - FENCELINE - X — x - _. EDGE OF A5PHALT --�- = CURB & GUT7ER } � .-� CONCRFTE [� � '��_� ASPHAL7 �� �"_�-'j q2AVEL °..,. � `. . UGH7 STANDARDS Q-� LANDSCAPE AREA &RADE BR€AK - - � - - EXTfi'lJBED CONG CURB ECC x r�TAIL LET7ER OR NUMBER DETAtL BUBBLE--►� C� � �"^-�SHEE7 A+UM��R TESC PLAN LEGEND CODE SYMBOL DESCRlP77QM � cdntsrnucne�n� Ra,ac> sraeruznnav ,a S�F —e--�- S!L i FENCE IP �—STf)RM DRAlA! !NL£7 PROTEC770N C�L ���"'^'�^ G.EARlNG UMlTS' S�T SEDlMfNT 1RAP ZONING � CM1 �� i�� d�" � - 1 ._.. ✓�`"�>, " � �� �`mi`_ � `� t1 �--� % I 1 0� .� � Fy, Y CALL 48 HOURS 3EFORE YOU DIG V i 1 R 4 � ' �' � 0T ��< �k 't , � � � � i� � `` ^�E� i � . '11-IIS PLAN SHEET IS APPROVED FOR CONSTRUGTION IN ACCOR�ANCf WITH THI CITY OF ANACORTES OR6INANCES AND POLIqES. ACTUAL CONFORMANCE OF THE DESIGN NAhf APPUCABIE LAWS IS THE SOLE RESPONSIBILITY OF THE PROFESSfONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON THIS SHEET. ACQUIRING, CQMPLYING YflTH, AND PROVIDING MIT1�ATtON FOR ALL fEDERAL, STAiE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDAiES, tNCLUDING BUT NOT LIMI"f�D TO iHE EN�ANGERED SPECIES ACT, FEDERAL WEiLAND PERMIT, SiA`� DEPARTMENT OF FISFiERIES ITYDRAULICS PERMIT, FEDERAL �LO�D PLAIN PERMIiS, NATIONAL POLLUTANT �kSCHARGE ELIM}NAl10N SYSTEM PERMITS IS THE RESPONSIBILITY Of THE DEVELOPER, LANDOWNER, qND THEIR ENGINEER. TiE ISSUANCE Qf TNIS PERMIT SHALL NOT BE GONSTRUED AS Pi2QOF OF COMPLIANCE WITH APPLICABL£ LAWS ANp PERMIT RELtUIREMENi'S. j DATE fH15 APPROVAL +MLI EXFIRE IN ONE YEAR FliOM lHE DATE NOTED AB04'E. ,� Northwest Career & Technical Academy 1606 � Avenue AnacorteS, 98221 ANACQRTES CAMPU$ Date: 07/13/2009 FI'O]CCi NO. 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GURB & GUTTER AND DISPOSE f �: � � �'I g� �'�� ( `� <€ , a ' 9,� ° ����E,'-t' �����n �#F� s F di�4� li� i� ���d� ��� � �, y"'``e �"' .�fP'3' � �FF SITE. i � jl y � ;��.,*� � _, � �.�',���E_� ��";:§4€��% �,, . : ��€�.€€,��� .,,, , s € 13��# it� iP� ��hf� �Ej - -. ` ,�� � :>, s ; E , n, t; %a?� w' �'s1", �, ��o^,n;>p d .� � �fiLss` ;� o�p: s �...'� ..;� � i a � � �14sa'i� is„a?$. ,u;';.7£� � �90'y.-' t., � �.. 3 ,, ;3 : � s�sr , �� ,..,,.,,. `". +.�L 1m��x����, ��.��..� � s(�"4� [�_% �" �`�„ � =�,�3� � 8 S;��I �t�l" 9€�� �z}Y�� �,; .,�� '� s �� >s� �. �XISIING �OWER. CAN & WAYER UTILITI�S i0 BE REMOVED E1 . � � _,, � �. :•, � t` � ,���.,mEt �d� �t-�t�..s`� Za7� _ �;�°� c� �� %�"�'n i[.��TT1 G�Zd�7� { � ; s � � d ,, ��� �F�b,�% I \ ..� i`< e� # . °q r i4� �q,��,= �eE �" �=�b ��� „ry„�„� � } �{j}���--�,}� c � �t � : � f4ND DISPOSED OF O�FSITE. WHERE Ui1LITIES ARE NOT � '� �� �� �s� � � ` °`�' ���' ��%� ��r ��' �������� ° � 3, '� �°��'"��' � t� ' N7iHIN h1E CONSTRUCTION LIMITS OF THE BUILDING OR � t= � � ` : I � � • � � �„. z � r � � ;� � 4E��d [� PF�I°d:�7E � ��?d.�d� =€.��& � ,, s ;' , .,.., o., < v i.� �4 �F� � � � > ° U � .,1., . !t �r � �rre (�',�-`5,$S � � e = �" II � � ., ¥ �� q �; �� ���r r�y� $� �y� ��,�r�a�� �, € � 1 OiH�R STRUCiURAL ELEMENTS, LISIED UTILIiIES MAY BE * R e � . i �� '.,'�7At#, �F?��;5'a�a ��J i€ a � ✓'�€ y � , ; I § �f ] ABANDONED IN PLACE. � J' Q � ; 1 ' ' � a� .L.: ;s;t.'vs��-��,� ��.�'`� `"�zr' ��'� �`i a ` ' � `d,� � ' „�'^* � r '�.g�.,.,,,, `� � �$�?�il�d%i.?,e3o.e�.. �vla`�e'�-an3� � �a� �� � ��q �'`�' '���� e ,, � �, � � 9. EXISI7NG ASPHALT PAVING TO BE REMOVED & DISPOSED OF , . � � ,,,�0. x � °° °" "" � a � OFF SITE. 4a r ' � �4; `w.. } a�� ¢ pf5 �P� ,� �°". � � a /? � a `e„6`' �"`� "`� �" „� ,� �� � 10. DEMO 70 INCLUDE ALL CONCRETE SLA6S, UTILITIES, WALKS. `�� ������� ; � '" ��'�"�-� F�;��;,���� �` �� ��� ����� �� i RAMPS, DRAINAGE STRUCTURES AND DRAINAGE PIPES � � �i� � t I �` �2`��,i#�� s � s . 'a1� �' ' �� � � � ' � � ` ' `� WA N N TRUCTION I P ACE B KFI P R i� THI CO S LIM TS. L AC LL E �.e. . s � � � �S�a A�Fd ���'e,'�'�€i.7� � � �'"� CONSTRUCTION NOlES & SPECIFICATIONS TO BRING � ����� � � �"�� � " `'` ���� �� � ��"� � � � � �i'#� �' ���VATIONS BACK TO FINISH GRADE. 6 : t�'� i �� � .,b�..,,,.,� � � � ,�?,e � �a � � � t �°� IS r- � r a � � cs� "� � � � .. � e.,.,eew„"`.,�,___J� ei" � � £� � �a.r� �ka'� �. a� �� ��.5� 3 �e'+�E���a f�.,.a�^ 'j -_i �'PF �5 �fis°CE�i�.�& � � e�A� � �� � �f �a� �a ;�.�2 q i � x { � E � ���, ���� �� ��s � 1m ���a ��,:;�t} ��~ � � ( B4, ��ii4�7RUCT TWO TEMPORARY SEDIMENTATION r� I � m e. I: =a° `' �` � � � t� PONDS. BOTTOM ELEVA710N TO MA7CH "' � , � m ` } r"�� � s° �'°� ����� �°'� �'�� ^� �, � GRADING OF LOCATIONS PER DETAILS � � � � � ' � ��° ��`� F { ������'�� � SPILLWAY TO EXISTING SWAL�. C1;3 � � � `� gi �� �' �. � ��°� � � � STORAGE VOLUM� 825 CF EACH. a � i � {B � �„ ` ' ; ��€ °� I �t�`"' _ ey � � ` �' f f 12e IN�iALI� STAFF GAGE WITH A PROMINENT MARK t F00T � �� �� a � � % . ° � �. OM r °., �. `' � if ABOV� BOiTOM OF TRAP. REMOV€ SE91M�N7 FR TRA i € ` ` �' x� £ } � I; NM�N SEDIMENT REACHE� 1 FOOT IN DEPTH. � � � �° 4 M��� ,�� ,�„ : a � �� ti � I 1 .E^ I S �� a,} � b� � : f :,�/'.. . .. v i F s- ...... � �84i� �0 e ��' ; � }� �°.E �8 I`, € 1�. CONTRACTOR i0 CONSTRUCi DIVERSION 3WALE � € , �.�. I � � s __ _. _ � € ALONG SID�WALK TO CONV�Y RUNOFF g �,� ° 0 F �"_" ¢' �--_� � : �9 ' � 8 ' 06 °• ° 03 � �` " �'' TO SEDIMENTATION POND PER DETAIL� � � M� ' $? �" �, Pa i � CQ I �`�`� '� � SWALES TO BE GRADED TO EXISl1NG L"� � � 9�° ' '� � °�, "`` .., � � GRADE OR PLAN GRADES AT s � �; x > yt �'� `°� � � � _ � COMPLEiI�N 9F CONSTRUCiION. �.. , l�V � 6A - l�'i �'� �� n 'r ;.; 1 ; ',m I °<„ -.. fy��q ¢s � O �{ ,':.'�' � 3tS: . . 14. EXISTING MONITORING WELL �XTEND CASING TO 6" BELOW SURFACE OF WALK AND CAST AN A�UMINUM LOCKING � ���" ��'' ��E r� � � ' -�. � ` � M6NUMENT CASING IN �FiE SID€WALK. REMOVE EXISl1NG � £ �" �- ' F € 3 BOLLARDS AND DISPOSE OF OFF SITE � �_ . ? � ' y � �'.�"('V , � � � ° J � ? �����s„� I 0� 1Se EXC,AVATE & REMQVE EXISTING CULVERTS AND STORM � � �� : ",a , �� �m�.��_mm,_��m3�__m___.,.._ ��� �� n '� t �- - �'�,� a %� "' �._ _ 4 �'+� I -� ST�UCTURE9. TERMINAlE REM6VED AT EXISTING CATCH :. `* i� i `��,� m.am� m.a.�q� "'�" S�� '�, � � � �k,SIN OR CLEAR LIMIT/ SAWCUT FOR FUNRE EXIENSION � u , ,.. � w �.a_w.w_m_�_�_ ( ' � � � � � �"� ' ��� �i i M "� . �.e � . ��'� `�"����� , " ��, � SHOWN IN THIS PLAN. .,e. ' ; . �`� �a.� . ,;, .,e„� �r � v:. .:, .,.. � � , �` PY .,, �......_._. � �' -��' .m....�m � ....,.._�...._ - . ,�'-� �' -_ ._,,.m � ., ,. <^'"' „.. , �. r � , � r j I y,.,,,.�sa.. °� F o �„" �aTi3�'� �7�'<?tS�° �$ T't�'� ! e � . �, �:,i' . �a� � �i , � < „mm,m_._ ._,.. �� E{ 16. EXd�YiNG ECOLOGY BLOCKS TO BE REMOVED & DISPOSED w haY� ' � ��k�f���77i�� , '� °^� � �� �" E�I�Tt�C� � �� € ��iC�� « , 5%S�i 1C� �;� �✓ "`�^�,`� € E OF OFF SITE. �.�' ? � � � ¢ €� ��° ��f�$�2�STY �I�`P� �°`� � �� � � F` � �' r ` `� ak��d` �'` 3! �� {°aF�EF' ��1-��'i„��,% � �a, .� §� �� � ( g �' � � � �< ���€���`f ��s3�� a � ����.Er.�„e '�>m._ n 4 E � s= �.. �� � � `d� �m3�, ua�.,, � z ��'J [ _ [ � � �a �>�� � ¢ �'. > 17. 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TESC NOTES• � � � J �� _,�.. �„ � :� F,, w, e.� _ �,�` , ' _,,, ��.. � _., m � • � ����� �<<'�` ��� * ` �� ���','��� � , � � `��+ `�� ' �, � � �`., �� �,�f WORK +MiHIN CIlY RIGHT-OF-WAY SHALL BE COMPLE'fED R, r �.� � . > ^, '�`,.. \ �.. ti,,, ". \ *�,. '� ``� '„, � � � �`�. \ . ','*.,', . ; � .. �$ �' p �j � ,' �*,, � � ` � � "" ''* '�•'� .- � z \ � �``- � ` �� � PROMPT MANNER. A CONSlF2UCTI0N SCHEDULE SHALL BE � ;; > �, �^ i �: V,'ft . Si . �Y . \ " ` �: .. t . „�. � .. � � i3 ..�9' ... . <r..�� .. .""i . � a � ' y' . .� � �� �� t,�. `. .. '. � .......� . '. `..,... .� ''....., <,� ee � \ \ , .;f ., � � .� "'� "� `,,. \ \ , NACORTES AT THE <<_ � ,: ,. .,� , . � ,. t , ' . .;., , ,,. S@J�MITTED TO iHE CITY OF A � <. _. ._,,,, i \ .. � �.. , . . � ^ , \ . � `.�� : ,... , _ a. , , . , , , .. , . . . k .. , . ,. :..: ' a . . � ... t . in. � +.��ni � ..,..., i , a ..... 3�.... � .....� "� e .;", ,. . -:... ... .. . .. e..r ��. >. 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SPREAD TO A DEPlH OF 18" OR LESS AND MAY EXTEND � CONS7RUC7lON ROAD .S7ABILlZAl70N ACQUIRING, COMPLYING 1MTH, AND PRO�DING MITIGATION FOR ALL FEBERAL, TO THE LIMITS DEFlNED BY THE ARCHITECT. NO ASPHALT, SiA� COUNTY, AND LOCAL LAWS. PERMITS, AND MANDATES, INCLUDING BUT ROCK, OR DEBRIS SHALL BE DISPOSED OF ON SIiE. SQ �--�-5lLT FENCE NOi LIMIiED TO THE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMIT, MAINTAIN MINIMUM 5D FT. VEGEYATION STRIP BETWEEN STA1E DEPARIMEN7 OF FISHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN DISTURBANCE AND DRAINAGE SWALES. IP -�S7YJRM DRAIN lNLET PR07EC710N PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS IS THE RESPONSIBILITY OF iHE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. 99. INSTALL 30LF 16"/12" TEMPORARY CULVERT FOR CO �`�`�`� CLEARlNG LlMlTS THE ISSUANCE OF THIS PERMIT SMALL NOT �€ CONS`IRUED AS PROOF OF CONSTRUC170N ENTRANC� CROSSING. COMPLIANCE WIiH ARRLICA�LE LAWS AND PERMIT REQUIREMENTS. SO SEDIMENT 7RAP GRAPHIC SCALE zo o �o zo w ( IN F�ET ) i ��h = zo rt. � DA7E 1HIS APPROVAL 'MLL EXPIRE IN ONE YEAR FROM h1E DATE NOiED A80VE. � M I-�utteball ARCHITECTURE & Or�in�.1S C40W Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 P 4 25 828 8948 f 425 828 9067 y�E.sC� ♦3' OF �fA3gj � q� �4 � �6A � F� � O m _ x +�, 28023 ?o�NAi. ffiIRBS: 18/19/09 Northwest Career & Technical Academy 1606 R A�enue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 07084a llll'811II: � 2 ADDENDUM 2 - 08/06/2D09 CONFORMED BID SET EXISTING COCNDITIONS AND TsGe�sV■ PLAN (NORTH) Sheet No. � t F; ��: m 0 � I 0 0 a N rn a' IV __.. '....!_I I ! . '_ _ ., __ -' . __ _. . .. _ .__ . �� r t 3«�_ .: r �� ;i �i �� � 3 � € �;; f �, � 0 � 4 ,. , n � � . , � �3� � � �>����� �.d..-�6 s � ;� �� �'; � aTEsc No�s: ; �` r ` r � �` 3 ` y ALL WORK WIlHIN CITY RIGHT-OF-WAY SHALL BE COMPLElED � � �� t a 4 i��£'r���� s %=� t� �, �� � M� � lEMP RAR �° & F ' ' 3 ��� " � � IN A PROMPT MANNER. 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INSTALL SILT FENCE PER DETAIL � � ., ��E e � � 5 C ...-�eu-^^` __E" .�.�^� i � MSYi,. F� ..._ , �,..._._ .. e ,... f'6 �A � � ��.. k`� y9 r , t w � �,. > *. �. y cso m �� ' ' t� e..._�T� �=�I t`� .._E'`�..a, s< l �" .;- a C� } �h04 ����,�R dc GRUB AREA WITHIN THE @OUNDARY OF THE CLEAR 's�� r � ` ���` �'' " � � ` ^` ' r~ � � �'` 9;� LBMiTS AND CONSTRUCTION CORRIDORS. RETAIN SURFACE aE ' .,,.»" i :ti� "l�� 't 4�?+'��: �P:. e-�,a'''z �n ; d �,s" �.�''�� � s �- �' r � @ � � a � 4 `° �� s`�� j a € � �'`'J' -' "%; � E9��MENTS OF SITE SPECIFICALLY IDENIIFIED BY "TO � ,.f,r . � � . y . s " +` 1 � y i �� & €� Qr �,:.�.t., g `,d� gt ..�� '�., / ,' k ? ,f �_' ;,�'' �,��n,`-"`" i .�i C� �..: RE4dAIN". e_- �' t ^ s' �� � t u '� z "`�. .: ' �' °� 6 � ;'' - �' * . I � f o<: ; � "'" � _ °� ` `' E ` 't / t � s � ,s , �` E � " 4 Se! T AL G FAC€ OF CURBS AND LOCAl10NS IDENTIFIED ,f � E � " � �`� ''y � ' ` � ! ` X `' "�° � ' �3 � ` ON PLANS.oREMOVE & DISPOSE OF CONCRETE AND ="� � ; E � o' � � 2' E F F 1 � � . .�. , � � �' ,, .`.,�' ' M, p C q`Y` ,e d � : � � t`� � . � q � � t4 ; ggy e o i ��'`� � 4,, ^�- � ,� o ;� { 8 � '�- � � y �` �� ASPHALT IN APPROVED OFFSITE DISPOSA EAS. ��. $ ` . ..b. �.. '+.g"'+.. .✓, . . ; 4 � � I .. , �.; . � , F t ``� , �' �° g � i H , . ..-^," .. . , � ( E ..._ � � N..� � �" � •� � PROTECTION PER DETA y i � ; @ ``,`F. "'.-,,. q _�--�-'` E �§ t' r'� '� 5. INSTALL INLET i "��.. , �•-'`'" ,�, # � �} f „, � , � I 4 ; � � �i �< �� C10 4 � E> t �: � I �b �� �t ��� _�.�_ � �"r, E �� � t (� , < ti , ,6�¢ � � " � ` 'a , r� >'"� Ca ° � ' ` @ ,� , ,.� � � � @�� � $r`F� £�' � . S. DEFINED AREA OF CLEARING LIMITS. �. � � Q... I � s,'' ; ?"'` p= S= ! d '� �'`:� . � ' �° ' "� �'`� ..�°"� �€z� -�-�_� �.__� _--, - ��� ��'t � r � + •� t� %f � � � [! �. REMOVE EXISTING SIDEWALK. CURB & GUTTER AND DISPOSE �.� � "ti-� ____ ;. 3 a �.� , . �� �, . , � � �� a� a ° t` 3� + r % ' ' OFF SITE. � f � � ��i':" [ t` � f � � � �6 - "" '' _ ; -i z: `a �� � � �a > R F �� � �� i , � J f, . 3 'd . $�i � =� F°a� °, a^a. �,�,�' . �° �o !� p ; a{ �` { ;r{ f� � 'a� . � ., � 9�� � � r"' a} ' m £ � � � @ �,„� � ,, �� � i� + { � z b *�= s , � ",�" �, �XISTING POWER, CAIY & WATER U"�LITIES TO �E REMOVED .,� !, � � c§�, ,�» �' `� � lqN� DISPOSED OF OFF511�. WHERE UTILITIES ARE NOT = e fJ � I < s � '; � ` �`�. '� '$ �+ „'� �9 �£ m�� ' n + ` �f � % ' ` ' / N�tlTHIN 1HE CONSiRUCT10N LIMITS OF THE BUILDING OR � 1 � 9 � �� -a'; �i.� , *.;, �� .: . t. � "a� : . ': � _ ${_- a � �' o�-��� ° � � ` : a , a , � r ,�^ � �: `� �" �� -����-- :"'•A' , `q ° t , : 5 ' ¢ 4 i�'� 47�}i�12 STRUCTURAL �LEMENTS. LISiED UTILITIES MAY BE �L \ � � 4 € 3, E } ✓ �36'3 E� ��� �� a�� t�"�� I °� � ` �.� f ���� e,;' y °s �, � 1�y ���( 4 I � ,��,4ND9NE� IN PLACE. .-�' f u " � �. „ ¢• e � � x e � � '� , �.� 1 , `�, 6P��6 t�[ €z� �'�ff� ��y�"t'.z�i �g Q '`_'� ,`�,�y �` ` y _ STATION 5+76.93 R AV�NUE "� r=;�`_o ,�/ �°° ' � � � t i. �` �g ��`�` �?�� ��� �'�`� E��mm�•�� "��e ` - � ""��� _ __.._ . �P � � YSTATION. Q+0.0 FIRE LANE r �;"��: 9� �� 9. EXISTING ASPHALT PAVING TO BE REMOVED 8c DISPOSED OF s� � � � � � � � ,�p�� � 3 .r, , r � OFF SI7E. € ,�. .. ; �.. � } �. _ : �� ' ..�'at����.�.�}� g . . ��,�� ,,,.. ��,. ,,....._R ........ __,�_........_ _.... __ .._ .._s ..m. .__ - � �. ,.,;. : � & . .. , 1 /' "@, ° ` „ c ': ' : �.�'"' � � .. � . � s �'";� t � t ` r ��� � �' ' s � ' ' '� $� ` g � ��' s� � ` € t � ' t�t "�'d � 5��', ; � � - 10. DEMd TO INCLUDE ALL CONCRETE 5�.48S, UTILITIES. WAIKS, N r -s �a Y: =`i j�- ��' RAMPS. DRAINAGE STRUCTURES AND DRAINAGE PIPES .E ; 4 � � ..� e '�,`� . . $� `� : �� a�� { r o s j ( ' g� 3 � �� ,.�^� � €1 3• , �� N �" p 4'� °i'y ,��;�� o �, - - - o `-�- - ' '� - -qF- � � ! =� x'_{ ' ��� R � ��-��S;T4 _,,., WITHIN CONSTRUC710N LIMITS. PLACE BACKFILL PER � ���; � s q �� � , n�„� o�_ � �, _� - - �.�-�»,,- ,� �- ���,�� �� { � �� + � ° � � ., 9 "�� B o CONSTRUCTION NOTES & SPECIFICAl10NS TO BRING �j jjF /% ` � � j � t `, �� '*,� d+� �,. � �� M'1 1�e, a., g�,S N �'�n db;.�' � ��� *� .,,� Atl � � �' .,. ` �g r ' � 9 .....'� t �.� � �$ t `p �'' e�`� ��' �"',, � ��`., � :.� __ �4�g4��„"�' ""'g `*� ': �� t`*� %*». � .� 4't .�� � :. F` � � ° ' � , � � ' L. '. 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E„� ., �� � ' € � �� `� s,. .. ,,. _ �, � a ���nn . . �.'� .,_ l . & �- .s � +y � � �, � �� a,. � � g ti � �3� �W �v �y r x � F € ��3� � '� �`ot1 °'�.�1� ������ i: �.� € � �"" 11 �� � ,� ° § /� � � € "^ �� � ,n .... � ,_... ,, �a� .. � s i��� i � S� � Xv � . . z��T" I .. ._ i , ; �a� i ��, � i _� � i;. >i' � � �'� E� � � s�;§� 9 � , � �� � ��, �� - � � � E t r� �3��� �- . ��' m.J_ ;�m �� � � ... ,.,E. �'� � � �. � l �, _,'_�_ �� .. ., ,. P:_ _ __..,,, ��.� �,,, F, t, i> ` ., t .� �qi[�t;I�`� 'r�.�,(t pyq' ��}f��. £<4f r if� ..i" r4��Y�fe�°�E'Y1 j s"� ,�i,�v '� Es� TESC PLAN LEGEND CODE SYMBOL DfSCRIP770N � CONS7RUCRON RDAD STABlLlZA770N � �--a- S!L T FENCE IP �� STORM DRAIN INLET PRO7ECT70N � �`�`�� CLEARlNG LlMI75 Q SEDlMEN7 7RAP Zo GRAPHIC SCALE � ( IN FEET ) L inch = 20 ft THIS PLAN 5HEET IS APPROVED FOR CONSIRUCTION IN ACCORDANCE WITH THE CITY OF ANACORTES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE OF THE DESIGN Wlhl APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER, WHOaE NAME AND STAMP APPEAR ON TMIS SHEET. ACQUIRING, COMPLI1NG WITH, AND PROVI�ING MITIGATION FOR ALl FEDERAL, STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCLUDING BUT N9T LIMITED TO 1};E ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMIT, STATE DEPARIMENT OF FISHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINAl10N SYSiEM PERMI7S IS THE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. THE ISSUANCE OF THIS PERMIT SHALL NOT �E CONSIRUED AS PROOF OF COMPLIANCE WITH APPLICABLE LAWS AND PERMIT REQUIREMENTS. � DA7E 1HIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOiED ABOVE. 17. REMOVE EXISl1NG GRAV€L PADS AND REGRADE PER SIT€ GRADING PLAN AND TOPSOIL AND PLANT PER LANDSCA�E ARCHITECTS LANDSCAPING PLAN. 18. CONTRACTOR SHALL DISPOSE OF ALL TOPSOIL AND CLEAN EXCAVATED SOIL IN THIS AREA. DISPOSED SOIL SHALL �E SPREAD TO A �EPTH OF 18" OR L�SS AND MAY EX7END TO THE LIMITS DEFINED BY iHE ARCHITECT. NO ASPHALT, ROCK, OR DEBRI3 SHALL BE DISPOSED OF ON 315E. MAINTAIN MINIMUM 50 FT. VEGETAi19N STRIP �ETWEEN DISTURBANCE AND DRAINAGE SWALES. 19.INSTALL 30LF 10"/12" TEMPORARY CULVERT FOR CONSTRUC110N ENTRANCE CROSSWG. ___ .____ .. . .. .. __... . .. 11. C9NSiRUCT TWO TEMPORARY SEDIMENTAiION PONDS. BOiTOM �LEVAl10N TO MATCH GRADING OF LOCAlIONS PER DETAILS E SPILLWAY 70 EXISTING SWAL�. C13 S70RAGE VOLUME 825 CF EACH. 12. INSTALL STAFF GAGE WIlH A PROMIN�NT MARK 1 FOOT ABOV€ BOiTOM OF TRA�. REMOVE SE�IMENT FROM 7RA WHEN SEDIMENT REACHES 1 F00T IN DEPTH. � 13. CONiRACTOR TO CONSTRUCT DIVERSION SWALE ALONG SIDEWALK TO CONVEY RUNOFF TO SEDIMENTATION POND PER DETAIL A SWA,LES TO BE GRADED TO EXISTING (;`Z GRAD� OR PLAN GRADES AT COMPL�l10N OF CONSiRUCT16N. 94. E%ISTING MBNITORING WELL. EkiEND CASING TO 6" @ELOW SUR�AC€ OF WALK AND CAST AN ALUMINUM LOGKING MONUM�NT CASING IN lH€ SIDEWA�IC. REM9VE EXISl1NG �OLLARDS AND DISPOS� OF O�F Sli�. 95. EXCAVAT� de REMOVE EXISIING CULVERTS AND STORM STRUCTURES. TERMINATE REMOVECI AT €XISTING CATCH �ASIN OR CLEAR LIMIT/ SAWCUT FOR FUTURE EXTENSION SHOWN IN lHIS PLAN. 16. EXISTING ECOLOGY �LOCKS TO �E REM6VED & DISPOSED OF 9FF Sli�. � � Hutteb al1 8z �re111L1S C4010 Lake Washington Bivd NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 �� E. ,S`c,.� ,�y O� rreagr !�'l ��A�� � � a �a�'r� � � � .Q, 28029 �b NSI. �utas: ix/xs/oe Northwest Career & Technical Acaa�my 1606 R Avenue Anacorte�, 98221 ANACORTEJ CA�Pu� Date: 07/13/2009 Project No. 47084e� Drawn. RAH 2 ADDENDUM 2 - 08/06/2009 ICONFORMED BID SET EA�STI�� CANDITIONS AND T.E.S.Cu. PLAN (SOV�1"1� Sheet No. �� � 0 � I 0 0 � � rn a' IV af � � � �" � �- a.�_.. �., � ��� , � _.�,. � �,.. � . � � �. ,.�� ,..__ _� _,.�. � _. �___ � � ���� 3s . ... '. 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'_' } ..:::. ` , _ - � _ �__ _ . ... _ � - � _ _ w __._�. _� __ W , � _ _ v � - - __ _,n. �._ � , ; � � � ___ A PHA T OR CONCRETE SURFACE� -��^ , � iRACKS ARE ALLOWED ON S L � V°�" a- . - _ �_���a- � �� -���" � ,�V -- - � ` �, _ � _: .a ' � WITFiIN THE PUBLIC RIGHT-OF-WAYS. , - _. ,.. , "^I'r �..,.,.., �. � � ._�_ ,�.:;. s.,.,s ,..., ,�. . _ ..T. ��v_ ._....,p< � _.._. .--.___ s.E.. , - ._. ..� ' -::., _.__: � � - - ; e:> s�� s��. s9 "� > �N�^, 'w .�.. �. �' ..a»� . . � , ', __ - � � . � -� - � ; =A , `.__� »...,;....._ ���.a. ,. .,:.��,,,.,.. � ,.---� cc �.,,...»».... . ,,,,,_�."�( �� �.... (_�� _,:_ -�a_.._ � �.� �I,.� .,.: .G�,S ., .. � . ..�,E . ' ` . F , -f . �.. o�, ,�, , ,. ��.�Y""".�.� :d. , s' � _ ..:. ; _ ="� ; , , �� i t R XTRUDED ,_ �.___.- .,.:......__ __.-m - ,, 1. CONSIRUCT TPE 6 CONC ETE E _ `_. �'�� '... _ , :. � ., .-- � C. �� W _._. ..._.. - .,.. �. _._.........._.._.__.._ _ .. ...........r _ _. __ � � � � ,, � _ _ _ _ � �, �i ` _.,. _ _,_..� ,� „��.. . .,, . ... . . . . __ ..,..,. , _....�. . . . .... r c . , . . :.;. .....,.. ... . ,b_,.,, . ,., m,....,. .,.,.m»,.,�,.... . . ,,.,�„m,,, ,,,,,:;.n . , .. . .. C � E � � =�i �. - -, T �� �.� �� �--� CURB P�R WSDOT STD F�10.42-00 DETAIL ` ��� � � �) , ;t., . , � � � � ; � , :' - C 12 , , � � . �3 � � � � 4 .n ! _� �; ' �:' ; �r � ...,y � ' " ��' ; ' (I ' ; = e.. ' � 2. CONSTRUCT CEMENT CONCRETE SIDEWALK AND CURB & � ' ° .., ». e.. ., : °' .., I t - T _.,.: ...... W,..,.... W W.;,,.__- � ' SIDEWALK AROUND PARKING LOT AND A6JACENT TO ��. ._ ! �,� ... . ..........� ^__ : __.. _ __� ' _:�� .��_ .... . .. ......._, __ � . _ - _._ ; : '�� ...., �:. -�,�-4..,'�,�n .;_.,-n_�,..� ,_,,, .. ..;� . ., . . .. ....:.. .. ..............m,,,,,,,,. .,���......,..,_...... ,� -. ....._,,,,,..; ..__,._...:. .,.� „ _ �..... >,o...._.....,._......, _ _.. .. .. . .. � .. ,. ..,,p,,,,,:,. ,,,,,, ,,,, , , ,,,,,,,_,�.,..�.�,..,.....,......... . �...,,,.,,,,_ _.,q , ( . . . ' .,,'b: .� .,. .. ... , . . . . ' eJj s . f . � .. . . . .. � . . _ _ ..: . -. �- ,,: � < ' _' � ' BUILOING PER ARCHITECTURAL SITE PLAN. CURB AND , � , ,..,. �,....�. �,. . . � .. ... ._ �"�i � , .�r.. ^- ,. ; . .r % � . � : ?.,::. ..,,,,� : : �. ' SIDEWALK DETAILS. � P �. .,;r�___m . . . ..... ...... ...... ....�..,,,_....m...,..,....., , _.; ,,. <,.;,,,..,...,a,,,�� � � � �� � � � ... . �„ ,-,,"`-'��e....,,,......,,,..,��,,,,,,�,,,,,,,, ,u,�, � .'.._ �;,,, ;. .dlr _.,� ai��,>,, �.. �..�_.,_m_n._¢i,.. S$9'48'12"E ` m � �.�A.aF„�rn,�v;..�,..,,, � 4 ;� € �._ � v e..e� ,�, . , . ..�...v,m..�,.a_.. :,,a. a ;,, .w'_.,,...,n...�,..�,._ ......:........,,... Ci£'a�€' �, _ _ w. �....,, a ,mM.... . : . �. , � '� �� �', � = 3. CONSTRUCT STD ACCESSIBLE C �� �� � � �tin' , �'��' ��;;;r ;�� PARKING STALLS PER DETAIL �. � -.�-w..�.a..m. ' L' 1 `a� �1.� _.,,.. �., ,/,�','-�»�w__....__.__�,..,_m__�_._m_.,.___m, �,.� _._�m__..�.3�� \ ;�.�" ^a' ^-f�� ___d a � '�:_�, �.,__,�m,_._._�m____ �.��____�_.a.. `� ,a /� '� � �';.._� ASPHALT PAVING TO @E AT � ti � `- a.a." "_y ""�� � � � f .. """""„ 3\ `�� ,p�� �� ,'a- GRADE NATH TOP OF WALK FOR THE LENGiH OF THE ADA a a ; ,,� . �q � _.,_._��__..___�_a__� .., �' `�.�F�g`l�o �'�1i'' EE STALLS. �3 r� � � SS SS � `"'- Sy� � _ .,,.�� _ �._ _ � . �� .,. _ a _ _ ,� ,' � �s.o o�.� .. �"` �`'>� ,�...:- � � �, b s p � � _ � ,._. � _ � � �� r � _ _ -__ - - -" � �� _ � f 4. CONSTRUCT 6' W1DE CEMENT CONCREIE - - - - `�a - - - - ` - - - -� - - - - - - - � _ - _ - _ _ = "_ _ _ _ � � ,��, , SIDEWALK PER WSDOT STD PLAN F-30.1 D-00 DETAIL (YDf� yy SS� �� � � �� � � ��' � 3 �' f� li�Fi , f ��:�c ��� ����a --� a � � D g ,� 68 �.� ��� �{��� � e;�� �_�, "� 5. ASPHALT PAVING PER DETAIL C1O r � � � �is BUS LANE AND SOUlH 4 y ,' .�' � ������ � i ' ACCESS PAVING SHALL BE ATB BASE COURSE PAVING i'' #% ' �a � i; �, SECTION SEE SHT C7 FOR LIMITS OF ATB PAVING. { 3R � ; 3 '4 � � ; �' � �,„, �� I � � r,� , 6. CONS7RUCT CEMENT CONCRETE TRAFFIC CURB & Li' � � + ? '; g j����, GUTTER PER WSDOT STD PLAN F-10.12-00 DETAI `_, F°` �� i � ��` � ,_`` {� � a C12 `�.� W s �.,,� � a �� � ��s�. LAWN � i . � �... ' LAWN � �n �, �� � 7. CONSTRUCT GATE AND SCREENING FENCE� WALL PER * o �„y �� m � �`^�a„ � ; (� � ARCHITEClURAL PLAN. �' � � -� � , :,^� � � b t � 'one e�'�� . ' 8. CONSTRUCT TYPE 1 SIDEWALK RAMP �' ° �� `�. �� g` ,, '� PER WSDOT STD PLAN F-40.10-01 DETAIL C13 �° �t � " " �d€} S3P�'?e" �€��� �-----�"r� r �.„ � � ���& �� "� � rn sg ; ����� � N �� � 9. CONSTRUCT TYPE 4A SIDEWALK RAMP � E ; G 5 r` � PER WSDOT SiD PLAN F-40.16-DO DETAIL "� € RETAINING WALL I� i � FOR RAMP SOUiH OF CUL-DE-SAC NO C1`.3 E � e # � TAPER IS REQUIRED. STA: 1+66.22 � s � � „,i f � OFFSET: 62.02 R � � j E( 10. CONSTRUCT DEPRESSED WALK D STA: 1+61.48 STA: 1+67.47 I� � i �� , HANDICAP RAMP PER DETAIL C1,3 ' OFFSET: 152.02 R � OFFSET: 62A2 R s ° � t� t ,_ o s �� COMPLETE CURB REPLACEMENT A � , _ ,.,_ ... r � . _ STA: 1+50.98 STA: 9+50.97 _ I s, � � € PER CITY OF ANACORTES DETAIL C1� ; Y OFPSE7: 747.52 R o OFFSET: 66.�i R �` y ' � � ' � ` � � � �� � 11. EXISTING ADA RAMP TO REMAIN UNDISiURBED. � i � -' .� � � �� �R STA: 1+65.9� < � ,' � � € � 9FFS�T: 1�4.0� R � _ 1� ,�� (� 10. 0' � ' 12. WHEEL STOPS PER DETAIL � � � p O � i- '' i - � �.. a � O O C� 1 � �ry .. . . � _ . . . I'..-1 I ui �n � �m.'� L`�4 -"'--„__"�"' �' � 3.00' f° , r ,...e ,_ ..» � ... .m .,,. .,, e v. ,M .q v. ..a 6 k,.� .� g ,.. m. .n .m .�. ..� m. Tw �` j i� _ '�� b6 �, . I � � ,,.,,.,�_..,..�=,,.d...,,..,.,ro,a,» � ._ ,......��.._� � � " � �, °� �` � ; � ' d 9� �§ �." �.m�����`s Le'i��„�,.#����� "."��'�a '. �� � 00. ��CdCf7�+i ���E� s z�: �h�fillT��1�d� �Li f� � ° € a � � ����� -� � � � aey a "o 1 � � �� R �' � °" e„ ..... e+' A .., g _ i ,€ � � 6 a�0 @ y g ° 4 =,. r � e - t P _ , �,. t ' r a i� � � < ' 80' SIDEWALK RADIUS � � f� STA: 3+47.02 ° � t � �' OFFSET: 239.99 R � �'` r � �� � +' r d tyf j Tf p�Y f { P ' E� S1 � ,�' ,� � ` � � OF , � . , s , � n � THIS PLAN SHEET IS APPROVED FOR CONSTRUC110N IN ACCORDANCE WITH THE CITY OF ANACORlES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE OF THE DESIGN WITH APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF 11iE PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON 1HIS SHEET. ACQUIRING, COMPLYING 4NTH, AND PROVIDING MITIGATION FOR ALL FEDERAL, STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCLUDING BUT NOT LIMITED TO THE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMIT, STAIE DEPARTMENT OF FISHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS IS THE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSiRUED AS PROOF OF COMPLIANCE WITH APPLICABLE LANS AND PERMIT REQUIREMENTS. Zo GRAPHIC SCALE � ( IN FEET ) 1 inch = 20 f� � DATE THIS APPROVAL N7LL EXPIRE IN ONE YEAR FROM 7HE DATE NOlED ABOVE. -J6 � �., _.. s �, �, ��� •. �a���'�..�� � � � _ � � Q GENERAL CONSTRUCTION NOTES: , - .�� �'� � � �, ��.�� ,, �,�� -..:: , �ASIS OF DIMENSIONS FOR THIS SET 9� PLANS ARE THE . @ � � v � y �i�� �` '�'` �� �"� ���,�� ����`;�� �" ` � PROPERTY LINES OF LOT #1 OF SP ANA-98-003 �� i� F''� 5� s �' yi s qs� � � 1 � ' �� t� ��� Y� t � �� � , a h 4s I�Sp � �� � `'� tia r?^'�E�N�L3a � [ eds-���.�'� 9 s j n I a`7a �0.€�� C��, � g � ' �" 13. INSTALL LANBSCAPING PER LANDSCAPE ARCHIiECiS •, , j� STA:' 4+6 �.96 LANDSCAPING PLAN/S. GRADE LANDSCAPE AREAS PER 5 � � �� OFFSET: 40.02 R SHEET C7 SPOT ELEVATIONS AND CONTOURS. � � h�j � i O� �I � ;� ;� u�i�" j�3 � �� 14. INSTALL STOP SIGN WSDOT R1-1. , Z„5 t . i�t�,,,,,,,,,,,, {r �-.�e^�,i3 t i ° �8 � � R1-1 � �� "�° 15. 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Q'� � � . i4.9� � - ,'�,t �.s�� o �� �.> I�i "i o ' * �:� ' „� 2 a{ �?F�bi .�i'I� I � tl,�i� �. � jF � ���. f" � ` I I a_�..�I fn 5� :.fi r_.�Z . _ - _ __ . - - - .,� ( 'i ; «���" :I � �..:. P,9 � E9 "^'� ""4`-�Y _ II l „ _,. . � �e-. ��^ �.-r. t . .f �� �t �. � � ^�^...�„ , .= � , os 1 , ��i . )0 R � ` t, � -, ' ,...' :.,- �l � ' � '��_�i =-,>. _ ,� ;. - .....E �,_. c� ° g���€���e '����e�+� �� J ��� n' � 7�a �; (( v�i'�� �j g �:...�""�;� _ -. � Ae �3 � �� _ [ss;=%`'��� �'� �.. � � 4��. II 57�s 3�r'6Er.�6 ��1�1"1 R� e ... - � € 11 6 �� � 3� i 3�, 25. (REFER TO SHT 17) �°AE�i SY9,��� t�Vl1% WkiI1E PAINT U31NG 21. (REFER i0 SHT 97) PAINT CURB FROM SERVICE YARD 70 16. EKISTING MONITORING WELL TO �E PRESERVED. USE ST�NCIL� W/ 12" �ALL L�TiERING. STALLS TO BE PARKING STALL RED AND SlENCIL IN WHITE LEiTERING EXISTING RIM ds COVER AND CAST IN SIDEWALK. TRIM OR ANNOTATED W/ STALL NUM@ER AND "MARINE TECH" "�IRE LAN� NO PARKING" � 20 FT 0.0. EXTEND MONITORING W�LL AS NECESSARY TO PLACE OR "STAFF" AS INDICATED ON PLAN. NOiE THAT SPACE CASING INSIDE MONITORING WELL CASING. �19 TO SHOW 'NCTA POLICE" AND SPAC� #92 70 SHOW 22. CONSTRUCT REiAINING WALL BETWEEN B "EXECUTIVE DIRECTOR" SIDEWALK AND PARKING LOT PER DETAIL 17. (REFER TO SHT 17) CROSSWALK STRIPING PER WSDOT STD CI`� PLAN M-15.10-01 26. CONSTRUC70R TO E7(CAVA� AND @ACKFlLL TR�NGH 23. (REFER TO SHT 17) FLOW DIRECTION ARROWS PER WSDOT 18. (REFER TO SHT 17) STOP BAR PER WSDOT STD PLAN FOR GAS. POWER, 7�LEPHON� dc CBN. COORDINA7� STD PLAN M-24.40-01 M-24.60-02 IMTH UTILITIES PROVIDE��. 27. CURB CUTS IN EXIRUDED CURB PER DETA�L C 24. (R�FE� i0 SHT 17) STRIPE BUS LANE A9 DEPICIED WIlH 19. EXISIING W�7 POND/DRAINAGE SWALE TO REMAIN C1`� 4" CONTINUOUS STRIPE AND TWO "BUS ONLY" MARKINGS. UNDIS1ilR8ED. 2@. INSTALL LANDSCAPING P�R LANBSCAPE ARCHII�CT'S 20, CONSiRUCT DUMPSTER PAD PER DETAII �& LANDSCA�ING PLAN/S. GRADE LANDSCAP€ AREAS PER LANDSCA�€ ARCHITECTS SHE�T L0.01 CON70URS. ENCLOSURE PER ARCHITECTURAL PLAN. C14 � H tteba.il u ARCHI7ECTURE & �relilLlS C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 ti�E.sc q����� �`38fh �rd F � O � s � �E8029 �NAL : 12/14/OB Northwest Career & Technical Acaderny 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: Oi/13/2009 Project No. 07084a Drawn• RAH 2 ADDENDUM 2 - 08/06/2009 ICONFORMED I BID SET SITE DIMENSIONAL AND LAYOUT PLAN (NORTH) � Sheet No. C� � 0 N I 0 N fV rn � a IV C �. � r. f; 5'�� f , ; ,� � �, i � ; ,i � € � i �_ � s�, ' � � . � � � 3 � � � � � � � � �� ' � �� �� � a � a�,re: �+au.o� � _ r ' '` I� �-PCSFFSET: 281.56 R t � (� � �_ � '� j ;. % � �. .� � r , ` �'..� �, f t � � � �- �� e c� ��._�� �n.� a- ����' f ,� ; �"` �` _.� � �� ��`� �. � I ` ,, � � ! 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'a � ;, I � � - '�. � r�, �.. . .:��. � ; ' , I � 8 g� r �FFS��: �f1�.�J0 � � ��, �sJ;u� + � '� I ' ; ;� r 60' SIDEWALK RADIUS � � y �I � �4y ���-�- ��� �' � ! ��. d ,£�� . � S a � � � ����. . #} STA: 3+47A2 ,,¢ ; 'i >'� �� \� µ �.' \\ �� \� � � �, II <I �F ` � � ' ` '; � ¢s � � ; e OFFSET. 239.99 R �� � � � � �, � ��.. �� I � � � - �:.� � '_. ; � r .� � � :°�•-� `' ii��l �� • � � ; .:'. i. � , dy , 3 � � � � '�� �� �� , i � � � ,�.. i��� �0 '� . i �� >� € � � STA: 3+58.98 i�l ��� � � , ��, h�; � ��� ";i �'s �; i � I ����.. , � ���� �, _ � .� ,<�_� ��., � �; � , y� ��' s �� �, � €i ��i � �� � s � ; � '� � g � �� s` J'"r OFFSET: 154.98 R �I � r,.t� ��' � w� `` _� ��, �� i ,.. _�.._��P � 2 @ � €.' � "'aP �' .� F� STA: 3t58.98 "%` _�v '_`�'� I � �� � . �'��2a� � ;� � ; 99� ;� � �». � � � OFFSET: 174.00 R �..gl n� F t� �� in �. , � . .,: w� _ � ` � �'� _ � .. ,_ _ _ � o � i �\7 „ ° °�, * - - [� � ' � i � � ° i ��` � #.r r' �" STA: 4+31.i9 9� -I � p-�� I - _ I'� � �,�' � � ' � � %f S t o � p« ¢`` �' OFFSET: 13�.02 R R60. pa �,5�� ^ � 73 ui a ' . �� j �. ` ¢ r," '� I o �' r r . . r � � _ ' �€� j`�� ';� � �'`_ � : � � � ° �,. �``� p t� �''� NTERS CiION�OF � < �'� � �i � � r "� � � ��� _ f; � .:�. € ( i [ # r'� � ... �' � � - �° �{ I Qg]g*apy� �g t� �13 t � �� STA• t9$.97,�a� GRIDLJNE "4" AND �` �I t.'y a� ?" s�.'��•�c !� 3 3 � � � � � Y§ ',. ��64AaT21B'4Sg ��i,A..J't � Af A 0 . ' S .�. 'v.,�y.; s r* ; r-.�s � 0 SET• . R GRIDLINE "P4" t - �"1 ? 3 s 3 � iAC3�! €�;.;i;a •n: ;_� ,�� 98 �',� � "a n k � '+�y{ � � � � y � � ` ,.. . if . .a @ '�. d O „„ O . . / . .. l �< 6 f _ i �., `�, Pe, _ ; e, �� , 3 ; , , � r ° , I o. " o / � � i,, �, ^ # � + �e �. A> O� �'p� / ~ a . ��9� Q30� �.� I e' � t> t rL a'� 4711 _ � �,`.�� �.� €` e 3 � � 1 'a � O � O / °> aA . a'^y_ '� .4aI'��S�e ���;I /.,, ✓i }� S 7'y i� �' ,.� ��s � i '. � �eF= � 4 � j € �d � j {- ' � � e � 'A � ;�: Q� O�O n . n,?--"' �s .. " � t . ,n , L ��'(� �� �€�', � � � ' �i� ��� °j ����. 13 0� a� �°' 4 . > �:,,., j; r,� �f a n€'� � I[4, E � ;. a�' ( f' �. }Y _�q' , e � x' , F c � H d ,�� !c . j. t4. C y`-.`a ---.....,,, � � o�' a c /���� .�^�.'v� ' i t� ;x F� � t � f ( . � R}'f i � i C '6 ... BY� Y' 4 . 1 ..� O . I . �u� . , $3•�„`�.�� P b � ,hv•�:`I I J �...«�g�. F 6 6 B D _ `- 4 _ i. � F � £ � k 3 � 'A d e 1. 'f . 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' ' � �u � I �� , , ;� ii � E _ : � � � � �� � � ; ��'� s � � STA: s 4+31.31 S A: 4+31.30 "" � � I „� a � ' E � °' � �€ ;€ � " # , � � OAO -►��46.17' 32.50' Q� _ � � � "---�._.__ � �� � ° a ��,�------� � � � � � ! � � # 3 7 OFF T: 296A2 R SET: 983.62�f3��`� � � , � �� i I � �, ,� �� � � ��� ' � € � � � :: � 'd �: . € �, p .,...,,,w M ' A� � 'J � � ���'�,> �. i '`I i� � � � � ;E � � £ ; , : ;� � � _ _ L��,�, � LDING CORNE , 1 "' _c� � s �, ' BUI � � � ^� ,rr� �:;i ' � '�i � � �'� � � � _ „ m,�� s = �.�-- - � STA: 4+68.46 ;" � i w � 3 � � � � �� ; y� ( � � e, _ .�,q�""" '1 '.. �' ��"`".» f � �l'a:':" �, i' Fl; � : r t '�. "i�� � �� ..�� �, � , � ���� ��� � �� OFFSET: 744.57 R 20' ATH . 9� f � � � , �, � � 3 , € ? � 3 ��0�� � � +y 13 �», n e c �'`��� !/" BUIL�ING CORNER PAVING BC �>' i..;'j i f�� � f � � � � , � G �� � � _ �% ��' ' t � ` ' � �� " � � � � �. � � BUILDING C ER ���', , '� _ �a� STA: 4+68.48 ��di�4�b0.59 ���� � '�j � . (� g- �I '� �t � ; 5� �� €: t 3 � � rrs] � � a i i � , �.� y� F' , �� s € � � � � STA: 4+68.49� � ' , � qi . "'` . �� OFF T: 296 � �+ t -' a' � ? � � ( , � � : � �j ,A�` OFFS T: 265.17 R 8.88' SIDEWALK RAD U � �y � �� � � � ;� ��.fl ��'� P�� � � '�, F��r� y ` 9 � j ��°a" ?r € � � � �� a OFFSET: 393. 2 R i�� �� TA: 4+59.08 � ' �I9' s � ,..��1�C��3� "}�At��a���:�TF¢ 't �� ;- � 5Cs '�.j : € ; � � f �., � � FD ; ; �rr � �:'�. �p^� F � e .� � m _ � '� bb _�N a� 3 ` y r' . , � � ;: � �� � - �� �� 9 � ' �� l, �ji j '��1( s � � � � � �-........� � _ a �. A �_ - s _.__ :. �.._. �..._ _. -........ -- -._. � __ _ ....1 �'� � t`,, E€ � ; F � H soroo•oo^ E ; � � € �� � . t R ����; } � � �m' �e . ,� a �i, �g. €� 3 �� ((,' { r � � � ; S ,I � � 1�[f -� . � � € '��' � � R �,.. � � f / �;,, 1 '. 1 ti I `" � �� x . % 2 a a. °. � a . � - � �� . "�f ���` 9 i I � ' { i �� �3 � , E € l ,: � E I s s � - - T�� ' _ , _ ,,_, 1 � f� � n = � 3 �� ` s . 1 � � ,,�� � NC 1 � NCTA BLDG � ns o c� %= � � �^ . €i � � � � i i � � � i � �, ° , o STORAGE �� � ', a i it � ° . a R. � � ;�� , �si F� ' 9 � # � �r '; � .� , �/ FFE=14J� .a. '-"- a' a c:�: � � , i rt s � ! ' � i 6 z r , � BLDG � r �t'rr� ` !Y I � } ° � ?��I �"; ' �." � 1. CONSiRUCT TYPE 6 CONCRETE EXTRUDED (�` f . � I 1 :s� �, . ( 4 ; � b , € z FFE=14.10 / p; ' ; %I ; �i� ��� � �u, �„,� ' i �,' ' � ' € i� � r� CURB PER NSDOT STD F-10.42-00 DETAIL q 3 #: 'si I 4 . f � � �i � i �,H� ,.i.l�� *," ���- g 5 0' le„' S i_�1 ��d g I ia�"ci ' I' . E C1F+ �, t; ° � � � E',. 1�.jg , �`^ a � �ei:� � ;�� i �, a . � j � � � �4 , ,.�, p rz. 6i ��. I , - - �. �! �-"'V iaer, �` : � �',�.�-`_,za 1� 4,aefl�J Cf � ��'��.2. � �� � ' � � �t'� ; '��. � � �+�'y��., :�r:� E'�� .',� � _ �`� 1 "'� � wa � � �y i¢ '� ,v ,�,*i ., � (2os��� e}'�il�i: .°:�,Ps ' ' 5' I; -'"`� � a� � f, ., �� i�_.. �a� 1 � 2. CONSTRUCT CEMENT CONCRETE SIDEWALK AND CURB & �: � s `1 BUILDING CO NER . �-��' i,,� .^ E .- STA: 4+83.0 a � _;�_t<y ��r,,, V I + '� � � ' � � STA: 4+90.34 � 1 1 •00 �0 ym.-- � . �C�a ' li t SIDEWALK AROUND PARKING LOT AND ADJACENT TO a� , t � . ' "I N 80._---�".' OFFSET: 143.02 R ° & � �' ^ `; " ° °,r i b ' � , � �{ '; ' I � ao OFFSET: 39�.52 R n ��' '�e ° � � .�� ; ,`�� - � : � =C ,, . N i , ��, ' %��� BUILDING PER ARCHI'fEClURAL SITE PLAN. CURB AND � a� a: `� � t 'n { �,ff �, i'�'� � z S' .r��iL� a, I1,� � BUILDING CORNER O f ^ ''�I �' � € � 19 � _ s � I �� ' ' r , '- ' `; � ', , I- INIERSECTION OF �; � � UR�' I' ? �i � _� ,, ,r ry' SIDEWALK DETAILS. s. e I e : - �"Y'i. , z : � ' �r i I� GRIDLINE "RI" AND � � ' I• � I � II � �4 � € , ¥ x � � , �1�.: v , a,m�i e U . , 3. CONSlRUCT STD ACCESSIBLE C i {' d �: a � r � �%�,T �GRIDLINE "RH" i � 8 i> � C ,�-�,��5 rr F # ? �` � < c� I � g £ �� � 5--� ��� � B ILDING �'RNER � a III � I ,' PARKING STALLS PER DETAII C13 yt � � € s � ; I Rir__�--" #a�` ' I �.� s 5 A: 5+25. ;7 �� �I,,' �, � 1' �'� , J ASPHALT PAVING TO BE AT ;^., ; z '� k � � e � �°' �i, "��,�, j� � # �O�SET: 135.�9 R �1' I,!I ' �,�' �' v � GRADE WITH TOP OF WALK FOR THE LENGTH OF THE ADA � "" � I � , f 4 0 � � ` f,, � � , 9 STALLS. � ' � `� d � BUILDING CORNER I I ��, i BUIL�ING CORNER I s � 4 ' 3 =r I e �� gs €� STA:�,�'Z6.99 °;� t,.ej „ L���: � �� ' I;�j STA: 5t10.78 � 1 STAE 5t35.45 "' s 1 1 � � E� ', �� �� E� ^�-� n- 'bFFSEi: 397.51 R '�,I�j T_��.,; - �'. OFFSET: 299.93 R ! , 0 ET: 733.09 R "� _,C� �� gy �, j 4. CONSTRUC7 6' WIDE CEMENT CONCREIE D ��� � � � _ _,� �+�. � � .. � ; 33.51 ;, � �I�� ,� � � � � � € � I s�-- �,`� , .�� � � � , ,°` __,_� a� 'w�, q a g SIDEWALK PER WSDOT STD PLAN F-30.10-00 DETAIL� �I � .. ,r a & � a � Od � � ;:i� i,-� r- ,. '� ' s �D .' S5 �P; s "� ��a�,.. `,`` ^ �'4 '� ��.�' � � . 12 € ,: a } {i � t � a �a ' „: � r' � � � � C l." � ��' 6 i,^>.e;,,�a , � � �� a.: F .� 3 f s3 �. ', I a � y �`�""•^,_r "`-'�II _ 5. TA ° , . x � ^ � 1 ,+ ` � �, . BUILDING CORNER = e„ _ h .. a � 5 W � , � i : ' � ° ' ��" H, �r-_�� Q ' `�� Ii I ��5��, CDO _.. _... � E _< a '' � 2677 47.51 �:-a.f� 29.50 � �� 5 ASPHALT PAVING PER DE IL '`� ; _ � �{ � � � � STA: 5+53.45 " � �' _ . r� P�'� IE ' �' ::9� .r� i BUS �AN� AND SOUTH � �� .4 � , �,. ,, ; '" ( � € 30' RADIUS 13 Q OFFSET: 292.40 R s�,.""` � _,�,.,---"�F� - ' --- �`J > j '; ,"�y � � ,, I �TA: 5-,;�L���;- , t a ?. �: I°�` ,I �� � � ACCESS PdVING SHALL BE ATB �ASE COURSE PAVING -- ? �� I � 7 0 �� FD �° D 13 . v o- �. � c� M �' STA: 5+36.9� _�.---'"�� a ' w �."*�- ``„ , ii s� -� SEC110N SEE aHT Ci FOR LIMITS OF AT� PAVING. , i � 3. 'i � � { �'� ' � �� x OFFSET: 377.92 R � q c��'.�� �iNn s - s ,� ' �� � i I x ; - � li ���b�FS�Ya �� .,�i � � 3- .� , ,h � 13 p��, n �:,. Q� R SS R s' A: 5+ .95 ,..__ li , �,' i i I i y� ,; 3 `, '; ty �S� °. I , O �,� ,��:w � � Fb D ;�� ,�,� � P" FSET: 1 1.47 R .. i; ' �� � � �� ' 6. CONSiRUCT CEMENT CONCRETE TRAFFlC CURB & L'i ;� � � J i; ` t3 g � � "�', m6 � �; . � � F�-` , p � i�r- "" o _ .�.:_.� . ` � � , ' + r � � � ��� ' GUITER PER WSDOT STD PLAN F 10.12 00 DETAI C1 `� � .,, ,� ;_ `�J t �`. � ; 'z I Y ;:o ...ae .�-'_'� a , 13 v] ,; ' `a � .� ~7 � I I�'��. I � �# ��' ��_ .��. f ,..� , ,, ' n. _ . � _ ; �t:: i ` ; '�, ;, f✓` � . 1 c9 6 .. . a 1 o I !' � ;i'a. j . `l :t . �q '., dH�� �',O �.. .:L. R$ �.' .:' . � . . . � . : :.._ � ____ __..A_p. � &........ _ g" ! 7. CREENING FEN WALL PER � � , ; : � � : , � a. . , . i, i - � �i,r;�t _ � ' � ]Lsl� � '` CONS7RUCT GATE AND S CE/ ::: �5 �7 a , 7 , . 6 ,,. :� ' �� . . y..>,ma . s -. -?.,� . �.,�. :.. � xF . . . . • ..�: � ... �� � i ;^, , � �. � �i " . ✓.. .� . .. _<._. , .. . . . .., . ...,.. . it„�'` : � t . F . . . , :. , . � ;� _ > . ��. � : �. :..... � , '�: �i, „ . x . �' .�. . . ,i ., y , , ..: : �; . ; z : . ; : c I ✓I'�. , ; � , . , , . . ,,,,- � . , , . i • . .,: -, , : � . . Fl e, . , : . /'t: . , r,� - - � ARCHIIECTURAL PLAN. , �. . � v, . , �., � i ° �i r i i .: , �, . _ „ 1.. „ � ;. _.._ _;. _ -. r, r. , �. G �. o ..: , . � : -'m ��. �. > _ ' " "-_.__ `"�".f ..., . 1...-, � �a :... .. ..........._,. , �.._. . � i�, ..; � . _ _- -.., .:�� .._ �,._�_- __ a..--. , .. ' I� � .,�,: .;. . . . ..; -� i � � . � ,- � � -, _ _ _ .. � � � __ � � _ _ __ __ � �� II �� _ - _� .� _ _ � ` ,_ ; .� � � , ;. �. : �" b ' a � , y � � � Y � �. (V e : .. 5 ` y.. . . .. -._ : . '. _. .. . '.., ''.: . � L ^ . ____. �. E n? . . _ ''.. . . :I , . ' . u .: . �i. .� i � �, �' � i L RAMP } � r� , t, ,� �' , _' �' ,, 8. CONSTRUGT TYPE 1 SIDEWA K � � F . i � ij ` . ' y� �. ? ' 1� , -. . . ' ,, � . :�.:fi � i � !. ,. `. _.���s . . .. . r: : . .i . '. J � ... . .; .. �' . . ... .., . . � 'i I : � • � ��. ' � z :: � ....... v ' d, "- -, _..__ � i..-.-- �':.. o..... .� � . _ ... �'�.. � . ..�.�.�'. � _ �-��� . 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' : v _ .. �.. ... ,.. . ,: � � � � - __� G � , � , ._ _ � . . ., ., f, . . , : T ,. . . . � ,. . t . , � � ' � .: � ,�.> �. _., , _ : ,_a � o��._� .-., , < , .., . . � . . .. < . e ;, _ 47.55 � � ' �_ ,u _ ,., _ � t . . _. �.,, � ,__, .�. �., _ � : ' r, , , a � E c� - - ,u,s �, ��.d5 T S PLAN F 40.16 00 DETAIL ,,, u, , t r � _ 0� �� ,, ., t., _��,f -;.%d,, r,... _ - fi� d l PER WSDO TD v � � , , , f ' ., ,_ .,:,• {,� . �. ,�; � . �� f ���:� � q. . .�_�. . �.. :._. _ , , _ .. ,� �:, -, ., _ ,' .,_� .w .�� �::�_ � .�.. > . �.:: , . . :: . .,�,1 �� °.�. .. . :, . .,. ...� , . . .. , . , , �..h,�. v. �._.� ...�... . ., ., . w, ... . . -. k. . .. .� ...,.. u . ... � ;. ... .: :� _.,.. < ,..�� I >. ..�.�.,,.,-�.�,�,� ��. .�.n � .,.. ., ..; ..u..,, ..... ,:. � -�� .��e,: , . �::: w_.��...... . . ��i�t , f , �� .. � � .�...�..,, . ... - - . � �,,,:i,,., ... �ra z E % � Y I 4' �r f� 1, <.. �-,. .J � � a,�`Q,:�1� c so��;;� FOR RAMP SOUlH OF CUL DE SAC NO C1`3 .c .. ,.. s' z 3 .� � E'�,,..�.." _-, � e ..- ' ._='-�--, �''-- -.- - ` - � - � . _ = .--:- ' - _ --_. - a ��', . �_ .. . .� �.,.d.�_„�,..:_...,..-"."....�_�a f:._ „ ��. � _ .. ., :., .. : 4r:€�ti � � k ; k, � ._I . . 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GRADE LANDSCAPE ARE � j-r_.m__� . ,_ � � . $ � � � > � � t''� . r� . . . . . _.. ...._ _.,. -"' � E �jj< � �� �"^-1'"."a'"'} �'°"�^"�-' CONTOURS � �t} � _ . . �w3 :��. £ € �4 I �,. . 4 � .s i t i �..�. ' 1" 6 �i �� , ..-�.- 1 � i �� �� � �" r�� 14. INSTALL STOP SIGN WSDOT Rl-1. THIS PLAN SHEET IS APPROVED FOR CONS1RUCl10N IN ACCORDANCE WIlH THI CITY OF ANACORiES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE OF THE DESIGN WITH APPLICABLE LANS IS THE SOLE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON lHIS SHEET. ACQUIRING, COMPLYING WITH, AND PROVIDING MITIGAiION FOR ALL F�DERAL, SiAiE COUNiY, AND LOCAL LAWS, PERMITS, AND MAN�Ai�S, INCLUPING BUT NOT UMIiED TO THE ENDANGERED SPECIES ACT, FEDERAL NdETLAND PERMIT, STATE DEPARTMENT OF FISHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN PERMITS, NAl10NAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS IS THE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND 1HEIR ENGINEER. THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSlRUED AS PROOF OF COMPLIANCE WITH APPLICABLE LA1NS AND PERMIT REQUIREMENTS. Zo GRAPHIC SCALE � ( IN FEET ) 1 inch = 20 ft. � DA7E 1HIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. 23. (REFER TO SHT 17) FLOW DIRECTION ARROWS PER WSDOT STD PLAN M-24.40-01 R�-� �i 75. CONS'IRUCT 2' VALLEY GUTTER PER DETAIL 24. (REFER TO SHT 17) STRIPE BUS LANE AS DEPICTED WIlH Cll 4" CONTINUOUS STRIPE AND TWO "BUS ONLY' PAARKINGS. 16. EXISTING MONITORING WELL TO BE PRESERVED. USE 25. (REFER TO SHT 1�) PAINT STALLS WIiH WHITE PAINT USING EXISTING RIM & COVER AND CAST IN SIDEWALK. TRIM OR SiENCILS W/ 12" TALL LETTERING. STALLS TO BE EXTEND MONITORING WELL AS NECESSARY TO PLACE ANNOTATED W/ STALL NUM@ER AND "MARINE TECH" CASING INSIDE MONITORING WELL CASING. OR "STAFF" AS INDICATED ON PLAN. NOTE THAT SPACE �7, (REFER TO SHT 97) CROSSWALK STRIPING PER WSDOT STD #19 TO SHOW "NCTA POLICE" AND SPACE �12 TO SH6W PLAN M-15.10-01 'EXECUTIVE DIRECTOR" 26. CONSTRUCTOR TO EXCAVATE AND BACKfILL TRENCH 18. (REFER TO SHT 77) STOP BAR PER WSDOT STD PLAN FOR GAS. POWER, TELEPHONE & CBN. COORDINATE M-24.60-02 NATH UliL171ES PROVIDERS. '9. EXISIING +A�T POND/DRAINAGE SWALE TO REMAIN C UNDISlUR��D. 27. CURB CUTS IN EXTRUDED CUR� PER DETAIL C14 A 28. INSTALL LANDSCAPING PER LANDSCAPE ARCHIiECTS 20. CONSiRUCT DUMPSTER PAD PER DETAIL & LANDSCAPING PLAN/S. GRADE LANDSCAP� AI2�AS P�R ENCLOSURE PER ARCHITECTURAL PLAN. C14 LANDSCAPE ARCHITECTS SHEET LQ.01 CONTOURS. 21. (REFER TO SHT 17) PAINT CURB FROM SERVICE YARD TO PARKING STALL RED AND STENCIL IN WHITE LETTERING "FIRE LANE NO PARKING" O 20 FT O.C. 22. CONSTRUCT RETAINING WALL BEPMEEN B SIDEWALK AND PARKING LOT PER DETAIL C12 I `�i I Hutteball � �r�i11L1S C4010 Lake Washin ton Blvd. NE Suite 320 9 � Kirkland. 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CONSiRUCT RAN 6ARDEN WITH ,, ; � �, �_pa......�.,_v � w �a 4, � �.��,��:�4.��,.- �� � _ ���� A2 �� , ;. � � „..,��, j�'�. � �6e m�-� . .�_m..,�,�__"'w�-__`, s ` � �ri�9i''m"."."m��"'��m�� �"" �.. B 4 ______w.�__,��__�.�___m__�___d_.�_.�m__.mmm__ �,� - PER DETAIL __�- _ ; '`e " �g k��;�' f y`., y„ 76 SF BOTTOM� AREA S ,� _ � _ w ;/� _ �f�, "�� ,y '` ,� _�e��__ _ a� ;°s) `L s�m_,....wR�� _� a� �°'`4 >4f� ___�m__���a__���..___-tl_�_�_..m ������� ��`��� �<,...� �OTTOMELEV=11.44 C11 • �� �� s�' .}; p�t1�' .•="�___ f `'q F { E € t � ` � ,„,�A � �` , �� � m„_ � . �� ._ •, ' . � .. � _. �p_ � .. .,M_._.�.�q___...,..__.__ ' S.0 _____��R____dn m ` ' �' ` ; .�" us � _ _. � ,� _ a, y �f +> � e t a �l>" "�. , � � � - ." m _ m .. W � w � a � �� ���iS:y; � '� E ` a 7. CONSTRUCT RAIN GARDEN WITH A.�i -` 'p� �� r,' , �,�'e y � " ���m __.___�_�_��." °�� a r r � PERDETAIL k s .,� SS � � '"' �iS �� s A= e r t '"' ..wt� . EE �^ r' � � BOTTOM ELEV 11 44 €.. t # F , "�°,'.� `m-�- - - - � � _-_ __ _ _�' _.�__¢_�_��A`� _ __ SS-�_ _�°�. ���oo�� �, --.� a����*m A� 136 SF BOTTOM AREA S C11 9 . , Zs ` � ; s , t € '' a ,= s ., _ _ �� - - ° - - � �., r. �� � "� _ _ �'z� __ �--. _ . _ �, � .,�j �;_' � j€ � � � � E � t J°� . �� ._.....�...m _._..._�. g - - - a - - - -� - - !-�&��Ck�� 3Cb;;Fi o o - � ��� � �:"� � � �.e� � � � �� � .x �, { � S. INSTALL 12 LF S" PVC PIPE UNDER NEW WALK. BEV�L g i' = 4 t r, ���- id _...� �E I S � . ? + , i s ' f, � � . r f' @�d�` IFS ��" �C�'� ��; =7.��i �� . � '. `, , M1� � � `� �`4 � � � � `� _ (4Z�A 5� TVY�C y Ti3�ttyyq^ry��y^yqgqyqv'9b0.^s # z �V `�'� �� ��� ���� �����°„�� � '' " y �i."g' ENDS OF PIPES TO MATCH FILL SLOPES. � �. €+ � F*F�'.i x �� ��b�9�..p,i[4.*n5�'h 4�Sb E tlE"6,. P�+ 4Ji�E4t43�F4 e4�3"tY3FPbRV¢F 3� 0 i p &(tt ,e�g�^v6Geye�.3 SD�i C � �«^ � 85t t .S a! � £ � ` `- '" ' i +� �� ,Fi �� ���� a�"��T�_ �[i�-�,��'aa iYP� [L �+'i� �fiFtT� r , r �RY6 L)Me AEd� �v36tl&? SfS�TM.�o @a,� \ $w3s�+� �� A51 f �dV I� s ��� � B '� i` �ar �, ��� �t �a * F` ` ������.�•�� 'e� � °� �� � 9. INSTALL 66' FEET OF 10" PVC 5=0.0227 '�.. ARMOR r, !,, E��s �.r"F 12" �t E� �y�� a.72 r ; 1 I� i � ,.,A ; t I E�,� ;�' �� �����C ���+p,r q� �� ¢6<� �� i� ���F �td� ,r�a�; `�, f° €` �� '� ; i� O OUTFALL WITH 1/2 CY 3" TO 6" QUARRY SPAILS. i � ? , �R } sL . �3?d 3 ��c`� g✓„6'✓°��� L,a.S�3�g6�5 r�"' F'�t i�'�aw � i� ¢ r � ' e � � � ? � �� � � � � � � �� €9 �d � _ 90. INSTALL 913 LF 1�" PVC �LEVEL � � �°..2a4�°�:�A$� r�..£.`�S �tw;�-�.�� �� `� f� ? �� ` ��' . �€s � i�� Q B 1 I ��k�' =�<�� �� �� .� m ��� .R�°"`°��� ` � ��s a� � a� F � � � a� �` ��"' 91. INSTALL 134 LF 12" PVC S�Q0050 ��. '� ' �� � '* ! �' � �e .v���� LAWN (3 , i . ���°�;� t �p s�e� '.,' s`� �., �� A� � I 12. INSTALL 76 LF 92" PVC �=LEVEL . ,, " e '``"� � s ¢ a LAWN ,' �, � � � ,E �� 1 � i � �` .� t � ,���s§i.�°�ti��' � 1�a��'%� d�. ��� � ,s� � � �� �3. INSTALL 9� �F 12" PVC 5=0.0064 ��, � � ,.� ', pR` t � � `'�,.� � T1°P� i� �'r¢e �°�r;''� �F2€a;m � � i � 14. NOT USED J s � � # x � � � ' � � �, � �� � r RiRi � � � 9 9 , �� � � �.� ( � � [ � � m�� j a ` 6 z � �"` ��� ; �� �"� ���`�� I 39 � �� '� 15. INSTALL 6" PEI2FORATED FOOTING DRAIN ]� i � a �� � i �C�L ,m��-e3,.2� r tn � 3 € � { � � � F �' ��� ,�� , x �=% � AROUND P�RIMEiER OF �OUNDATION. Tl� PIPE .T € , �' � r � + EL�� '�G7T=a,52 � fi � � � c� � � �cn� Q� � � ��p��e�,��� � ,` `g ' TO CATCH �ASIN OR YARD DI2AINS. SEE DETAIL C1� , . y . � , �._� E i � � a i � ���`" `�b � � � � 16. INSTALI 7� LF B" PVC PIP� �OR YARD DRAIN & TIE TO �n e } `� I' �.�q � 5� � I `'7�, a � � ROOF DRAIN SYSTEM. YARD DRAIN STRUCTURE MAY BE (p' � E � � PVG NYLOPLAST W/ 8"0 CI SLOTTED GRATE. SEE DETAIL i ' I �6 09 � � � -- � -"�'� 8� �ri �� �� � I �£ ? � ``� ` •,., ..,,2 d' � ; C 1 1 � ' � �°"� ,A � � I� �: � 17. IN�iALL 182 LF 8" PVG ROOF DRAIN. ADJUST SLO�€ TO � `� y DRAIN TO DIYCH. MIN SLOPE � 0.0050 INSTALL . . 72------'--'-'-'------�___b�?n-,____�` s_ z _ , CLEANOU7S AT ANGLE POINTS AND "TS" PER DETAIL F a ; �. € � �� '� � ��'1 � � : 8� � ..... �'a ° �,ry� ° � . _ ( �„ v ��� � �"",�� �`�... fs�� � �„�'����12.40 -------�-�------�--- �`� 13.90r��'"`.� � �����,�t�� � � � � t�. �OR�SEDIMEN�TATION�TRAPIPE SIZE. � �.'ll �� � � ��j � � I ' '` �. a� �o�' �..'� � .. i ' " . , �s" i "" . �--- __"��- j � j �� �'� � CONSTRUCTIQN RE UIREMENTS SEE DETA � 1.`3� - w k� � � �e � � � � Q IL /r ,'�� � � �� �� A, V < � � � 1 � �� 1 o'M �� .:. �s el� '. � ��� a� �` � �'� ��' �-�P�� �� � ' �✓ " ; � - �� `� �Jy � �' � ���t^� �`� s� 19. CONiRACTOR TO IMPORT & COMPACT STRUCiURAL FILL � ���'��° � `� e �E e 13.52 � �� ' I � s ; FROM THE STRIPPED BEARING SOIL TO TH� BOTTOM OF �} �. + � i � ' � 93.5a i � o � '! FOOTING EL�VAiIONS SH01MN ON THE SlF2UCTURAL i $ � � �`w„ *, $ , s � � V i e � �r �: FOUNDATION PLAN. THE SHOULDER OF STRUCTURAL � j � i ' � i �. � �' �$� I FOUNDAiION FILL SHALL BE PLACED TO A WIDlH OF 5 FT ` "�� � � � ��� ���a 4 g�`t£ ,�y „ j j ' . , .� � � . ��a� ' �°i � � ! � �3� . � OUTSIDE THE EDGE OF CONCRETE FOOTINGS; NOT BUILDING � � I '� ° `�� m"'" """ "A - 0 - � - - M '� z� � ` � f LINES. FILL SLOPES �EYOND THE SH9ULDER MAX SLOPE O . �Q' 9 q Y i "3_.. ._ .... � _ ,., _ .,....... e, {�• 1 '�. ' � .. ,__..,... ,. ;. " .+. . ... "'�� . , : � "�.. a g ��m���.ad�Y€ � . , i � � „ � ---; = i � �8<s g� �� ' , ��;; � @ 1�.�`' 1:1. FILL OUTSIDE iHE LIMITS OF THE STRUClURAL FILL ! I ..-:, ' -�'"'" N � � a - �^� ` �: .� x a MAY BE UNCLASSIFlED BULK EXCAVA710N SOIL COMPACTED ,,,, i ? � `�� �%� �„ w�"` «"`� � i ~ ��•�" ��` e TO 92% OF PROCTOR. BACKFILL UNDER PAVING AND „ __ � , . . _ <, _..,�Fa�, __ . _...,,,�. ..,�� ,,g � 3 .90 <�... . �P �, : ' � ,' , ,, _ � y , c� ' �. _ ...._ _ mF.�� w ...�. �; � � :, _,,,�. � - � ,,-_. � .,. � --'� � �° � �. t g�"�.,, a�� ��: w> i � r� �'���y jf �, ,;,:, r�. ��s �� b " .,,_.�,. - SIDEWALK SHALL BE COMPACTED TO 95% OF PROCTOR. � . , .. .. . . .. .� , n,. �� ,.; � [ ig i � ga�� �"'� �f,,.,`�x�2�##�V ��[,.�.,F4�C��""E.",_.,,,�, - - _, � ��}v5�i�'e% w t �? �`m ,, i .�. � �, , �, ,� � � � ���� ��, � � ,r�� �� ;�� �� 20. INSTALL �" PVC ROOF DRAIN. TlE TO CATCH BASIN ; �•��, �`�5 ? � t :� a�'�EiI7iiR€F&.� �t� � � 8� �r, r ir .��,> � - '� , �w, 'i' � � 3 I v � � � '? �� �� ��� s � �< ��� ,������� � ���, � �Ut�€��.�� I �; � �I �� CLOSEST TO ROOF LEADER. 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RIM=11.94 RIM=19.94 ACQUIRING, COMPLYING WITH, AND PROVIDING MI116AilON FOR ALL FEDERAL, INV IN 6" PERF PVC (E)=9.70 INV IN 6" PERF PVC E)=9.70 STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCLUDING �UT INV OUT 10" PVC (S)=9.70 INV OUT 90" PVC (S�=9.7a NOT LJMITED TO 1HE ENDANGERED SPECIES ACT, FEDERAL WEiLAN6 PERMIT, SUMP=7.40 SUMP=7.40 STATE DEPARlMENT OF FlSHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN PERMITS, NAiIONAL POLLUTANT DISCHARGE ELIMINATION SYSiEM PERMITS IS yp #� yp #2 THE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND lHEIR ENGINEER. S7A: 3+73.33 STA: 4+98.32 THE ISSUANCE OF 1H15 PERMIT SHALL NOT BE CONSlRUED AS PROOF OF OFFSET: 246.91 R OFFSET: 293.17 R COMPLIANCE YNTH APPLICABLE LA1MS AND PERMIT REQUIREMENTS. RIM=12.60 RIM=94.26 GRAPHIC SCALE iHv our a' Pvc (s)=,o.s iNv our a' Pvc c+�=,o.00 zo o ro zo uo SUMP=8.50 SUMP=8.00 ( IN FEFd' ) 1 inch = 20 Yt � DA7� THIS APPROVAL WILL EXPIRE IN ONE YEAR FROM lHE DATE NOlE� ABOVE. !� ��./ � '' �f �' 3' ��� �i � t � �-,ea,�,�."'^^. _ �a,� ' �vA� . 13.00 _ / �. . � 11.�Q �. , � ��?'��. �� � � CB #1 TYP� I/W BE�HIV� GRAiE CB #2 TYPE I/W BEEHIVE GRATE �1.INSTALL 75 LF S" PVC PIPE UNDER NEW WALK. BEVEL STA: 2+25.87 STA: 3+38.97 �NDS OF PIPES TO MAiCH FILL SLOP�S. OFFSET: 104.SOR OFFSET: 104.50R RIM=11.20 RIM=11.20 22. INSTALL 48 LF 6" PERF PVC S= LEVEL INV OUT 12" PVC (S)=8.50 INV IN 12" PVC (N =&50 SUMP=6.50 INV 9UT 12" PVC �SE)o8.50 23. INSTALL 20 LF �" PVC S=0.0100'/, SUMP=6.50 CB #3 TYPE I/W BEEHIVE GRATE CB �4 TYPE I/W BEEHIVE GRATE 24• �NSTALL 20 LF 6" PERF PVC S= LEVEL STA: 4+44.8 STA: 5+20.81 OFFSET: 2�.50R OFFSET: 28.50R 25. INSTALL 20 LF 8" PVC S= 0.0100 '/, RIM=10.50 RIM=10.50 INV IN 12" PVC NW)=7.83 INV OUT 12" PVC (N)=7.83 26. 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INSTALL INLET STRUCTURE PER DETAI� j, INSTALL TWO 54' LENGlHS OF S" PVC C14 PIPES S=0.0028 '/, ���,. � i) �� '� ri�� - �'. i � �� ��7 � � `�,r 'g dy 3 � xi N � �€ �d r� O. � ft � e'�" II F'� h .: o �° o � �; �� 's ���;`' s . ��.�� � o�: � 11 d € . r�l� : 1 ' ; � r,< � �y' - &r P ! 1 �.�� -_ I .�.� . .. =�.�,�.,� ;-� 19,1 �-e� "'� - 9.�6 �z r " r �� o a D� t � 2 i � �� ' 9 �� a � ,� 11 76 ' k�: 08 A.� ., I`�9m/ { R(°L. `A `i', ,.�i' C� ; � �y 9 �! � � a. ii� u Bg t�,� € o a� � 3 � � e � 7 $ �> �� ���. � .. ' e e � 1 i i �1� � �� ��� r � � � � � -�k;�i€t�� iFs����vi��o�� o Qi 3�( � 3� ,� . o�� €Ei � �z ', a '"� � �� € o� e ��i� e t� `,, �; '� € � � e ? , , � ` ��� � � � � �� � , � �`�r ����� 3. INSTALL YARD DRAIN PER DETAIL C11 J/ 6 e�2 � � n6' 90a��' - � �. GONSTRUCT RAIN GARDEN WITH A3 s � �`dl��&�!�° ` '� �� �g�,-f-�y �g ''' ' 4�0 SF @OTTOM AREA PER DETAI�S : �4TT6M ELEV�70.�0 C11 c ��,� ;� �. CONSTRUCT RAIN GARDEN WITH Ai �� r,� � �� 275 SF BOTTOM AREA PER DETAILS _ BOTTOM ELEV=10.88 C11 �. 6. CONS'fRUCT RAIN GARDEN WITH A2 'Q,�g$ 76 SF BOTfOM AREA PER DETAILS 90.32 BOTTOM ELEV=11.44 C11 . a y ��� ' i ys 7. CONSTRUCT RAW GARDEN NAlH A'z 136 SF BOTTOM AREA PER DETAILS BOTTOM ELEV=11.44 C11 �'�• � i9,00 � �� INSTRLL 12 LF 8" PVC PIPE UNDER NEW WALK. BEVEL � ,p,gp ENDS OF PI�E5 TO MATCH FILL SL6PES. � � 9. INSTALL 66' FEET OF 10" PVC 5=0.0227 '/,. ARMOR ,�,; ��V OUTFALL WITH 1/2 CY 3" TO 6" QUARRY SPALLS. I I` �. � i J; I��I 10. INSTALL 113 LF 12" PVC S=LEVEL ' r 6•� � �Li� f'-�'� � 11. INSTALL 134 LF 12" PVC S=0.0050 '/, �' � � 12. INSTALL 76 LF 12" PVC S=LEVEL 1 TA 98 LF 12" PVC 5=0.0064 ', �3. INS LL / � �_ ,. A„ � � � �4. NOT USED `�i , . � � �.� A 6" PERFORAiED F00 iING DR AIN � . INST LL �' �: '; � 5 � � _, , i.;; AROUND PERIMETER OF FOUNDATION. T1E PIPE ,T . �; ;, �. „ R DRAINS. SEE DE TAIL T ATCH BASIN OR YA D � 0 C C10 ;' z °�, � 96. INSTALL �7 LF 8" PVC PIPE FOR YARD DRAIN & T1E TO '• �� ROOF DRAIN SYSTEM. YARD DRAIN STRUCTURE MAY BE G PVC NYLOPLAST W/ 8"0 CI SLOTTED GRATE. SEE DETAIL Cil �J� d� � il / # �� fi � � � � � I'� ���� , ° �.�,. ' � � .� � � , �r� � �� '�_ J ,�. ' � ��� � ._.....� �,� �_� .;"t� II� ss � I , , _. L. d"� i S„�',.�. ,4 ' � � Lfi � ,_v ,,..r,m { Y �.,,., x � ���._.._,r_ _.W �„��� �.�.� .��:..�s: „i ' P � I �� [„. � �'� I 7 @ a � o�a ,��' ' ':�Illv.:'-..� �..i� � �`�� 0 s C r G � 1 °I a`: � III f �, _ � �k`�� _ <<� �� � S t g ... �, 5 >' �J��,,�', �- �s; _.. jI's � € � � � �� _ � ��� '�=a�w�� �' '��, ,. � ° � �a� ���� S F � 4 B� �"" r y'�� � y j � � �f� � ��` � � � � � >°� � �6� � � � � . � ��� rl � - _ � �� � r��_ � i!, i. ' -. I € ' .� � � £ � � k � � � ' � � € � � � � ' � � ,� ` � � � � : � sr� � � � � , `� . i � /.�'��/�`�=`,�`�� �� '�y2is p?�3� f � . €E„ �➢ �tii� �� �� lY�k ��d 9Z ���� (�`} 7�9� si���r �3,��r �s r L�id�° a�- � �at t �:� �` '..k � z , -.{�_� .�:,: c m�' ��� t,�� „r,�€ -�.��� � �. , � � � : � : ; `.�. �� $ ? .. � �' ga �F�'� �L�T 5� �"�"-A ' � � ' ; �., � � _ _ .y ` t�� �L 1 i� ����, +t�i� �.,� �g << � , � � �- � - ; =�e Ec� ���" �r°�s� �,����ae��a 4 : � e,. ' �[(`(( 1 `. s: � �q 3 , ,� � � � '�" � ��, � � 4 ���� =�,�� �� EA9f Ifli1 � �>� I i �� Y�� y �,�° .... . . .•"' � � � 'fHIS PLAN SHEET IS APPROVED FOR CONSTRUC110N IN ACCORDANCE WIlH THI CITY OF ANACORTES ORDINANCES AND POLICIES. ACiUAL CONFORMANCE OF lHE DESIGN WIlH APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON lHIS SHEET. ACQUIRING, COMPLYINC N7TH, AND PROVIDIN� MITIGA110N FOR ALL FEDERAL, STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCLUDING BUT NOT LIMIiED TO THE ENDANGERED SPECIES ACT, FEDERAL WEiLAND PERMIT, STAiE DEPARTMENT OF FISHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS IS THE RESPONSI81lITY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSIRUED AS PROOF OF COMPLIANCE iMTH APPLICABLE LAWS AND PERMIT REQUIREMENTS. GRAPHIC SCALE zo o �o zo �o { IN FEET ) 1 inch = 20 ft � pA TE THIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. YD �1 STA: 3+73.33 OFFS�% 246.91 R RIM=92.60 INV QUT �� PVC (S)=16.5 SUMP=8.50 �_ y+p �Z 24.INSTALL 20 LF 6" PERF PVC S= LEVEL STA: 4+�9.32 OFFSET: 293.77 R 25. INSTALL 20 LF 8" PVC S= 0.0100 '/, RIM�14.26 INV OUT �" PVC (W)=70.00 26. CONIRAGTOR TO EXCAVATE UTILITY TR�NCH. SUMP=8.00 C� #1 TYPE I/W �EEHIVE GRATE C� #2 TY�E I/W BEEWIV� GRATE STA: 2+25.87 STA: 3+3�.97 OFFS€T: 104.50R OFFS�i: 104.50R RIM=11.�0 RIM=11.20 INV OUT 12" PVC (S)=8.50 INV IN 72" PVC (N =8.50 SUMP=6.50 INV OUT 12" PVC SE)=8.50 SUMP=6.50 CB �3 TYPE I/W BEEHIVE GRATE CB �4 TYPE I/W BEEHIVE GRAT� STA: 4+44.8 STA: 5+20.89 OFFSET: 28.50R OFFSEY: 28.50R RiM=ia.so RiM=�o.So INV IN 12" PVC (NW)=7.83 INV OUT 12" PVC (N)=7.83 INV IN 12" PVC (s)=�.ss suMP=s.sa SUMP=5.83 CB �5 TYPE I/W BEEHIVE GRAi� CB �6 TYPE I/W BEEHIV� GRA'fE STA: 13+11.3� 5TA: 11+69.93 OFFSET: 588.14 OFFSET: 56�.62 RIM=11.94 RIMo11.94 INV IN 6" PERF PVC (E)=9.70 INV IN 6" PERF PVC(E)=9.70 INV OUT 10" PVC (S)=9.70 INV OUT 10" PVC (S}=Q.7o SUMP=7.40 SUMP=7.40 ��.�� , a;- ��� � <<-�.�. ��t� r�[ ��� �u� ����r,�� ���,a [�� ��' ���a� € a���.s� �d'�%:"L"�?' �a�c�". 17.INSTALL 182 LF S" PVC ROOF DRAIN. ADJUST SLOPE TO DRAIN TO DITCH. MIN SLOPE = 0.0050 �/,. INSTALL F CLEANOUTS AT ANGLE POINTS AND "iS" PER DETAIL MATCHING ROOF DRAIN PIPE SIZE. C11 9�. �OR SEDIMENTAl70N lRAP � CONSTRUCTION REQUIR�MENTS SEE DETd,I� �14 19. CONTRACTOR T9 IMPORT de COMPAGT STRUGTURAL FlLL FROM "iHE SiRIPP�D BEA�ING SOIL TO TH� �OTTOM OF FOOi1NG ELEVAiIONS SHOWN ON iH� STRUCTURAL FOUNDATION PLAN. THE SHOULDER OF STRUClURAL FOUNDATION FILI SHALL BE PLACED TO A WIDTH OF 5 FT OUTSIDE 'fHE EDGE OF CONCRETE FOOTINGS; NOT BUILDING LINES. FILL SLOPES BEYOND THE SHOULDER MAX SLOPE � 1:1. FlLL OUTSIDE THE LIMITS OF 7HE STRUCTURAL FILL MAY BE UNCLASSIFIED BULK EXCAVATION SOIL COMPACTED TO 92% OF PROCTOR. BACKFILL UNDER PAVING AND SIDEWALK SHALL BE COMPACTED TO 95� OF PROCTOR. 20. INSTALL 8" PVC ROOF DRAIN. 11E TO CATCH �ASIN CLOSEST TO ROOF LEADER. DO NOT TIE ROOF DRAINS TO FOOTING DRAINS. 21. INSiALI� 15 L� �" PVC PIPE UNDER NEW WALK. @€VEL ENDS OF PIP€S TO MATCH FlLL SLOPES. 22.INSTALL 48 LF 6" PERF PVC S= LEVEL 23. 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E . `°°"o-�9 Y _� + �} 36 X�' # �-.. � _ i E d ! } i�' Y. `�i„ e � �� � Yz..,,.� : ' 8 �� # [EEg6 3 i � y�� . ` t:i, { p # €Et€ ���� I '� � � � I � � � ��' �� { ��I �. �F s � �q� � '.� i � - _ _ � o m � _ _ -_ � ' _' _ _ _ _ F8 t�°' � R � ., # 8 " f t 3 % � � � .� - -i.��r _L L ��� Q p ...., ......... ..... .... ......... ........ . _ _ - t P _ _ _ __ _ £ ___ ___ __ _ _ _ __ ___ __ __ _ f_ ___ _ � 0 4 � . -'� J� � � � �✓:: f I . �,,. '. 1 ! : ` I a r ; 4 3 '� . ��. _ . . � p � _ l �. '.I � ; � L 3 f � \� d ,.`� � � f b� � I f . k€ 3 . � i � V ` °�sd '. � � ° � 3S � : d ......... ....... .. ......... _ - -.. ....... .. . �'. g� t ' r� � ,.. ���V ' _ : � - I e Ek� � .. ._.... ___. r �-� ! 3 t � i � ��' ��'� � } 1 � I 8 g , .. : 8 f .A � ; . . a' , . , � f� � . , _, n. . f3 `'3 ry� .i � &� � '�. . .; t . : : y .. .. . � p2 ! ! : AN}.', d 1 .i:JC.� : � 'C !` L.. t ��j t' � e � u! � � ,'� ��� � ....,,,�...w,_,..,,,._, �'� �� �� TA: 4t�4 . ..a �ia 1� ��` � E ;.^ � , � � `'� ,�, r 3 OFFSET:_734.89 R ` �' �� �5': e�_ � THIS PLAN SHEET IS APPROVED FOR CONSl�UC510N IN ACC�RDANCE WITH 1H1 CITY OF ANACORiES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE OF THE DESIGN WITH APPLICABLE LAWS IS lHE SOLE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON lHIS SHEET. AC�UIRING, COMPLYING WITH, AND PROVIDING MIT1GAl10N FOR ALL FEDERAL, STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDAiES, INCLUDING BUT NOT LIMITED T9 THE ENDANGERED SPECIES ACT, FEDERAL WElLAND PERMIT, STAlE DEPARTMENT OF FISHERIES ITYDRAULICS PERMIT, F�DERAL FLOOD PLAIN PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINAl10N SYSTEM PERMITS IS THE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. 1HE ISSUANCE OF lHIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF COMPLIANCE WIiH APPLICABLE LAWS AND PERMIT REQUIREMENTS. GRAPHIC SCALE za o �o zo eo ( IN FEET ) 1 inch = 20 tt � DAIE THIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE N07ED ABOVE. rnn � ��� � � ' ' � � � �UTILITY CONSTRUCTION NOTES: ' � 1t� 'E� �' ` �� I �+ 3 1. CONTRACTOR TQ EXCAVATE TRENCH FROM GAS , �� �� �, 3; LINE ON SOUTH SID� OF SEAFARER'S WAY TO � 3i GAS METERS IN SERVICE YARD. CASCADE F �. NATURAL GAS SHALLINSTALL AND CONNECT i R AT MAIN AND TO METERS IN SERVICE LINE `' `� � j "'' �� SERVICE YARD. CONlRACTOR TO PROVIDE ALL �'�� ( TRENCH EXCAVATION. BACKFILL„ PATCHING AND i � ; ( � SUPPORT TO CASCADE NATURAL GAS TO a ( ��I:' } {` ( INSTALL THE SERVICE LINE TO METER BASE. .s. i t... � [� # _� CONlT2ACTOR TO PROVIDE CONNECTION FROM i � { MEiERS TO BUILDING. y � ' i� . i <"� gs ,,�� �g '� 00 �� _ _I_ � �, � �y}' 9j � . . 8 \ C^cA^35 �f $ 3 rq ., '"�P � e ,< � w J R�.,. . �ka �'._. . ; �. . �� '�` ;_ i� � - � �' °� ` ' � _`� � � EF �� � � E• _� ���:� �mm � . p f f ?d , r� 5 ; � a i'. r I i s ;. .�. ! � -�r`: i � . � 7 ; e '.�4, i ; ° .� � 6 � ... '�� ,,,,_,,,, i) �'.� � € . 4 E � � ;� �� ; � ; � � �I � :E S k >,__ , , > � r , �� � � " a �� . E� ' E � � � ..�, . .✓s'-Y`�: � � � ,,,........ �1 . � 'SF �"� � : : �! � � E 1! 5 �i � , ��'. �.,.�^��.�.,,, � i. I : ( " ... P E :: g .. 5.���..m...m� . „� � .ti��.. j 'i a ��� � �'��� p . � �� r ,� �� � � g € �, , Fs. �r n.� 3'. � ��, L...._..�a e � .i. R S R `4. . ,3�i p � , 9 ' ' � >. �a" . ? 1^ ..� .3�� ,� � �-. ; ��io ti.a.. 7 g a ��� , !� d `�p Fd.�... � V ppp �� � L- � .4 ..q r, g t ' . - `✓j 'r, .....__..,,,,,_� .{ � � � 6.:,. �. 8 � . . � � � �� fi t4 � R �t''�%,,`w� = r �r� a s �l' ` �`�, s` j � ' ' € . 2 {€ ' ��; ' + € s r t xs, � "., i i �__. .,,� , t � j� ( ., i �;1 _� �� � + ���. __. � , ,>,i �� , , , ��� , , T__ � ( � ��, � ���,��� 4, � � # i . �� s �I � � � i � � f � t ,.� ..,, c+ . €3�a t� �� _ Ir� .�I I € �r i,�a'��1-; �c� �,..PeP��� 3�._ . #}���. � ( . I��:rM ` P i ; 1- .; j:� ,�. ..I . > l.._ � ;,�{ g y E � , . � �� „ ..._ ,,ti j,. �- � �....�£,� t i : .:�5 . E.5. . � . . ��� � >;� d € <� ; � . �@(� ^ "+ 1� ' '�a : I'I � � � !! f��: . F �,���'.. .. 'i f ��JI..._ i :: fi �I 4 � [y( f F�1 E � /': - li�l,.,11��,r`� . �; � �...�'� � :�.� � V3 . [b€�`.����. �i ,+',/.�� �) yi �S_ _ i ����, � 1 �'�' � i � »�{'-" I I i y , I I �� �� �. ��' ; E y�� ' �t I, �=-� ; [{ , ( = ' ' `' I j/ E ( � ( a .=--� , � r`� -. � Y � .��. {. , . . . f-�'� E F f- . � _ , R'i .. . _ � � [ . N�' ci f � � �{{ 3 ' � . e' i3 n,� 31 �8��� £ ^ N• N �?r 3]jrty �Qd r a.3 � �4 . . �# � � f� � ! F� � �3� �a 3 £ j+4AX} .:. � . �j. . :� y �i a v�!` f j� 3 � . � i� ; ', I € � �� j � f 3 I� � � � � r" �� � ; 0 1 � >>>,, I � ,�� �� �15 E � � � i i �m 9� _6a6� B� _3 9Q_ ' � � '�� � . � 'r' s 1. INSTALL 5" STORZ ADDAPTOR & CAP PER C9iY OF ANACORTES FIRE DEPARTMENT STANDARDS. 2. LOCATION OF FlRE LINE IS APPROXIMATE. CONTRACTOR SHALL VERIFY BEFORE SAW CUTTIN� R AVENUE FOR WATER LINE EXIENTION. 5 I � 5 3 5 i t t � �p � 4 v`"n { � g F / J �4 � � q � � � �^� 3 h � Y i I E I � ' ja�„� �.. � ��o> F �Pf �� �� ; ��j� � 4� <e� # � � b � � � � � � % � . °* � l99�� � p` � � � � `�s `l � -§-�"� `` �*, �� `' ,� �:` �Z'g �--� .,..�r � � ,. �� °` z °,��: � � �. �` e , ,e �" � � ¢ � �-w. � €� y� � .. �a �,x. b £' E � i � ' F,Y^^.'�." � � � � � �'"`_^�aa�"' �� ` �� �< �� � �g � � � § � � ��� � s t � �� ; � � F� s � �� ( } t �� t I . . } � � �; � (€ F ^ ri � , (€( ' � � �S '���:;.�-��q�°6 1,L� �€ R6� Rk i?� ` �..:Yj �a .< n.^8 6 A��R CONSTRUCTION NOTES: WAlER INSTALLATION SHALL BE PER iHE CITY OF ANACORiES SPEC SHEETS THE DEVELOPER'S PRIVAiE CONTRACTOR WILL BE RESPONSI@LE FOR ALL �XCRVATION, SHORING, DEWATE�ING. TRAFFIC CONTROL, CONCR�TE THRUST BLOCKING, BACKFILL, COMPAC110N AND SURFACE RESTORATION WORK NECESSARY FOR THE CITY'S WORK. CITY OF ANACORTES FIRE MARSHAL SHALL BE NOl1FIED 24 HOURS IN ADVANCE FOR INSPECTION OF UNLIERGROUND FIRE SPRINKLER SYSTEM INSPEC�ION. HYORANTS SHALL BE PAINTED PER CIiY OF ANACORlES FIRE DEPARIMENT STANDARDS. � H tteball U ARCHITECTURE .�YT�Oremus W C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA98033 P 425 828 8948 f 425 828 9067 ��E.SC� ��o� �fASgl /�j, �� � �G�� m � 2 28029 ���G� ��s: xa/ia/og Northwest Career & Technical Academy 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 07084a Drawn• RAH 2 ADDENDUM 2 - 08/06/2009 CONFORMED BID SET SANITARY SEWER AND WATER PLAN (NORTH) � Sheet No. �� E 0 (V I w 0 N P � � a fV �l s, I � _ r�, �o � �` � ��;� � £ � �j ; � S ii a � '� � � � : 3 �E 9 �6, � � � � _ �; �.��_� ,E � � � , ;� `� � -� � � I d ��� �• , p�t � II i� " F,�' �` � r� °�� ��'�t� III � �� II � � r � , �...# ; ��� , ;� . c� �" . f. a�a_ ' �� � jl { , ,p,; �.. � � `° -� �� � �� � ,i , ,�� s i r � . �;� i , "'S f� Z � X`� j i .�` f_�„ . . f s� .a �.�f��li: ��� .'I��iS�`�C��� � ,�,'� � .. .. r f '�� . ��`- I � ��,ali .�a:' � ; f, s.. 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P.t�1!ING _. ...._ _ _ ._ _ h-- - - - � '1 � ____.��_�_m.._�_ . nm._ _ ENR 4F Al� �,_W_ _ �����_�__�_a % �! ���`y �7: STA' 5t71.99 f�� re4 7C7---- __ _m,__. _______ __m��,��me,..,. � `�'m ��� ���:.�_ i. j . ,�, ; , � `_ �` : . . �. , �u �, m �. _ . .. : ] ��, p _ ,_ __�___ �___..�____,.__.__.����_�e��,��__� �, ._��� �-�_ _ i < s� t ^� .,`�°` OFFfiETi . � � s�__.....,__.,._..,._______�a..��_ .� _�.� ���K._�.�� �a 9 __m_A__m..ny;�., _;t �x; "�_ � ` > i� � �% � ���" 6"�DCDV � W �� ��" ��' ��. .. � � _ _ _ � � _ _ a � � � � . ^s�„ _ � _ - STA� � 5+68.95 �� `�• ' � ' ��� � � �' (2) 6x8 RE�U�I�w � r � � S35J6 R 1.95 O�SE : �' � � �- �� OFFSET: 124.68 R � ; � ;� x.._. ��'. - ;. ` � a � �� CONCRETE VA y � ,'�P �� 4" 90' ELBOW MJxFL � � , �; a 68.00' .. , €E ; ' , , ��",�,� � ��'� � . �� � d,'. . SEE DETAI w � • A. _ 'u.8.00' g 8x4 "T" MJxFL D _mmmm�_._.._�_..�__��_w,.a_��.m�_��,._�m_.._._...__ .�____ __m_._a_ � i� � . � �� �$' 3 �, � _ e �'��r, ���m�_,�h _ . F' �-._.M�� �� �� .._..,,.. �� A_-` THRUST BLOCK _ _ _ � _ _ � �"" P!V" �"DE�'AIL -- C l r'J ¢ _GATE "VAtVE" WIJrcFL _. _ ._ � m _, _ � _ _ ._. ,_ y _ . m % _ � (� �-___s��___�e _._... s__�s___�_.__��.._�_.�„�_��__�.___s m_..d�e._�._�_ ;, � __ __ C1 ��._ _.. _ _. � � �, _ _ _ ,w �...� v ._,...__ ._ _ .�_ _ __ _ . ___ _- � __ � _.._ � __ � � w �. ' MJxM _ _...... � _._._.___, OX i CI �`� �;t �.''�...,a'_� � Je� l� ' y 9 1 _ � a _ ` � _ ._ `'�„ 'fF9RUs� -@ OGI�. � ,,. � , "�a` , s ; ;� N89 B"W 4u�,�7�° ° € � i ��` _ . ' ... � _:�_._ 4'�:'$"re... _` ,w 4 . � , _... � t a. __�. _. _ � , __, __ _ W _. _. _. _ � ._ . . ,� __ _._ __ � _. � <p >; _ � ;, _ __ ..W� _...,. �� � �� �__� ___... ; �7 , � �- '' ; s,-»< � w- t' �. �, ✓ . ` ` � - f J � E � � 4 � � d �'+ d` p�y .r r' _ . ,., v ,ssa : k } . 1 . [ `°. �e � -:�+� ,' . . .. . . . . . . . . „.- �-" � .. � `,..,. , . � �w � U �Z �a �Q gIJ d, U � z � � ELEV=10.49 OR ELEV PER PLAN RIM=12.50t OR RIM PER PLAN ��A. �. .. � � ., _: . �,.... m.' i� g�` ��me °: a: &�` . �. , � � � �E� �� �,���w�� ��. � END OF PVC PIPE 48.00' DIA. SECTION A-A RIM & LOCKABLE LID PER 1NSD0T STD PLAN B-30.70-01 �ASPHALT PAVEMENT CAST CONGRETE INSIDE OF 48" BASE TO SUPPORT 24"0 RIM & LID. =V=10.39 OR ELEV R PLAN PRECAS7INTEGRAL �CONCRETE BASE PER WSDOT 8-10.20-00 CONTRACTOR SHALL CAST CONCRETE OVER PIPE AND CUT OFF TOP OF PIPE TO PROVIDE PVC PIPE CHANNEL THROUGH MANHOLES. DROP THROUGH MANHOLE SHALL BE BETWEEN ENDS OF PVC PIPE. - - �� � i � //, /��--���\��\ / � A / � �--�. / \ \ A / � /� \� � � / � / � � � - � � � r + � � I � � � I I I EXTEND PVC PIPE , T � / � � INTO EDGE OF 24" RIM � \ � SHAPE AND SMOOTH \ � � � i � � � TO TOP OFCP PENEL \ \\ '--' � . \ � ,� / \ ��_ i / \ \ ` _ - - / / / 48 0 BASE W/CHANNEI PLAN VIEW DETAI� A Zo GRAPHIC SCALE � ( n� ��r ) 1 inch = 20 ft. THIS PLAN SHEETIS APPROVED FOR CONSlRUCiION IN ACCORDANCE WITH THE CITY OF ANACORTES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE OF THE DESIGN WiTH APPLICABLE LAWS IS THE SOLE RESPONSIBILJTY OF THE PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON THIS SHEET. ACQUIRING, COMPLYING WITH, AND PRO�DING MIl1GAilON FOR ALL FEDERAL, STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCLUDING BUT NOT LJMIiED TO THE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMIT, STATE DEPARTMENT OF FISHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINAiION SYSTEM PERMITS IS THE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND lHEIR ENGINEER. THE ISSUANCE OF lHIS PERMIT SHALI NOT BE CONSlF2UED AS PROOF OF C9MP�IANCE 1MTH APPLICA�LE LAWS AN� PERMIT R�QUIREMENTS. i DA� THIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. .1�\�° � ib . . . t z g€, ._„_. , , �, ( � � FIRELINE TIE TO � � � EDS FIRELINE e `,_ f - �,N� a s �� � � _ ��,� ' �:r ��' � .�``�� .� `.,''� ��� �� �I' �� 1 ��� �i Y £ � � i x ��� � � �� ' � � i � � � f (( �� % 3 ' � � i � � � K� �� t� � � � � e ; t tr r; „� ..- � I � � � _ � � ,� � � ' � � � € t �3� � � ..� �}��� } � e � E,� k e b. . # � f' 0 � t ,.- C ` � �. �`�t E I '� � . E ... �' �b° ..ii � € "`" .��-.5!a��as eii:°„aq?�,' a.Se'��:``s`�C s � ` �3 ta � ��j , � � �� � � , � ` z: � r � �; _ � � � �'' � ` , n , , � �� �%'" � 4. INSTALL TYPE I SEWER MANHOLE PER DETAI� ��e-' �� CONTRACTOR TO EXCAVATE EXISl1NG SEWER Cil f�� ��`;` STUB & VERIFY THE INVERT ELEVATION. IF IE IS HIGHER THAN 0.3 FT OF PROPOSED DESIGN --�� i. „_,.�. ��� � THE CONTRACTOR SHALL NO11FY iHE ENGINEER. ' j�� �� (�l� _ -� � 5. 2Q2 LF 8" PVC O 0.0050 �/. , �._�,�. , 6. 30 LF @" PVC O 0.0050 '/, � <`Y'G JI 7. 300 LF 8" PVC O 0.0050 '/, L� ' f"��'� � �. 15@ LF 8" DI O 0.0950 '/, ��,y,� �l T' �I � I� :^'�„I r��q', 9. 160 LF 8" DI � 0.0050 '/, _ I�`� , I� 10. FIRST 100 LF 8" DI, 86 LF PVC FOR •f ° REMAINING LENGiH O 0.0050 '/. �I � � ��� y 11. 77 LF S" DI O 0.0050 '�, � f I II I I '" ( ' SSMH $1 SSMH �2 r ��,l� STA: 0+49.15 STA: 0+49.81 o OFFSET: 256.30 R OFFSET: 54.30 R � RIM=11.Ot RIM=10.5i INV IN 8" PVG �=7.16 INV IN 8' PVC SE =8.22 � ) � ) `I - = 17 ; i � INV OUT (N)-7.11 INV OUT B" PVC (W) 8. ��.� f �'[J.� i -- �ir �-F3� � I�T � SSMH �3 SSMH �4 �; ; � , �{ .� I STA: 0+75.64 STA: 3+75.64 ?. I OFFSET: 39.03 R OFFSET: 39.00 R � - RIM=11.82 , � RIM-10.5f � - V I 8" PVC S=9.97 INV IN 8" PVC S-8.42 IN N \:` ti � �) �) '��+� .' � iNv ouT a• Pvc (Nw)=a.s� INV IN 8• Pvc (w)=s.s� V T " PVC N =9.92 ' ' � � IN OU 8 � ) � � ST SlRUCTURE IN PLACE I ' CA r � "„ �� , �'`' � � �� SSMH �5 PROVIDING 24" RIM ?� STA: 5+24.84 PER pETAIL '� . � �, "`_ '� OFFSET: 89.97 R A � - URFACE RIM-13.35t MATCH PAVING S C9 'S _ � I i° - r^� INV IN 8" PVC -10.85 � �, �� �t,, �� ,��+ r`, j} I) I INV OUT 6" PVC (N)=10.80 „II�� I� CAST SIRUCTURE IN PLAGE !; � PROVIDING 24"0 RIM , ��' � PER DETAIL A � x �s rr�; �� `4 C9 � �y�''r. ( �s ,,,�i..� ...._ � .e � f �., rt �, x �.��-� � „ � �UTILITY CONSTRUCTION NOTES: � " ��.,,_. � ���e9 - E 1. CONTRACT6R TO �XCAVA'fE TRENCH FROM GAS �""� e_� ;� LINE ON SOUTH SIDE OF SEA�ARER'S WAY TO `"�' �,�'" GAS METERS IN SERVIC€ YARD. CASCADE NATURAL GAS SHAILINSTALL AND CONNECT SERVICE LINE Ai MAIN AND TO M�i�RS IN y. SERVICE YARD. CONTRACTOR TO �ROVIDE ALL TRENCH EXCAVATION, BACKFILL. PATCHING AND SUPPORT TO CASCADE NATUI2A� GAS TO INSTALL THE SERVICE LIN� TO METER BASE. CONTRACiOR T9 PROVIDE CONN�CiION FROM M€TERS TO �UIL�ING. �WATER CONSTRUCTION NOTES: WATER INSTAL�AiION SHALL BE PER THE CITY OF ANACORTES SPEC SHEETS THE D€VELOPER'� �RIVATE CONTRACT9R NALL �€ RESPONSIBLE FOR ALL EXCAVATION, SHORING, DEWATERING, TRAFFlC CON'fROL, CONCREIE 1HRUST �LOCKING. @ACKFILL, COMPAC'�ON AND SURFAC� RESTORATIQN WORK NECESSARY FOR THE CITY'S WORK. CITY OF ANACORTES FIR� MARSHAL SHALL BE NOTI�I�� 24 HOURS IN ADVANCE FOR INSPECTION OF UNDERGROUND FIRE SPRINKL�R SYSTEM INSPECTION. HYDRANTS SHALL BE PAINTE� PER CIIY OF ANACORTES FIRE DEPARiMENT STANDARDS. 1. INSTALL 5" STORZ ADDAPTOR & CAP PER CITY OF ANACORTES FIRE DEPARTMEN7 STANDARDS. 2. LOCATION OF FlRE L1NE IS APPROXIMATE. CONTRACTOR SHALL VERIFY �EFORE SAW CUTIING R AVENUE FOR WATER �INE EXTEN110N. � Hutteb al1 & �r�1111�S C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 �� E. SL,$ � �� ��$$r �� h qFa�' � cod m 7E '�2eozs ,�'�C�s �mss: ia/i�/oa No�thwest Career & Technical Academy 1606 R Avenue Anacortes, 9�221 ANACORTES CAMPUS � Datc: 07/13/2009 PiOj@Ct NO. O`IOS�ifl Drawn• RAH Z ADDENDUM 2 - 08l06/2009 CONFORMED BID SET SANITARY SEWER AND WATER PLAN (SOUTH) No. �� Ea b � I 0 N � o� a' N o �. ,'2� `+ ; � 4 � � � _ � �J � ] � � � =tr � �_,� '" � � 3 � �� �� y _ 3x �� �� 4 g, PARKlNG l0i PAVEMENT ROAD PAVEMENTCESS � � s �� � CROWN OR CROSS SLOPE � f� � � 1" .l' p'� €`� ''•`J' I/"� � " � hc '� �y .' ; �i � � ice � r . , :� � a. a �� �� a � � k 3�' � a j � P PER PLAN 1/2" CLASS B � .il ��� .��"��.r`r��>:'j`� . .. . ' �� ,:1'� x � '•''�. � o�..�. u �a i rfr�' ���L.�ctR�'y..: rt' 4 �� oX� � ���. q BASE COURSE MATERIAL N � E ASPNALT PANNG ��''`�f•� r: ' r : ! i ��� � �;� �i�j--=-' t' C� (� °F < <v WSDOT 9 03.9 (3) � � ��ff� ✓ �,, i �, i � j �m o tl � � �+�qy d �y m a` 3 ✓ � � �;��.ff �f° /Jt'' � ." �, 98 , � �„ \�fl 4�� 4 0� [� aj�' � l� . � �.l �,/r/�`� '��C + . � r i 1 � i '� 3 a � u � a °����„� 4 F �, �I!'"'�'��. , . .. °' P. � , _. .. , «, � � , � �f �. �f'� .. +'l � :. f � `A��, a« ; y� .a + � � ' � a � ,Y �. �ry .. � ..... . • i� � r e ➢ ., �. a � � , � : ;: i w ss ;; e� . ,.'x r + " � i � c n � � �i" } .... _ _ .. � � p /� '..�p- ��-��mc�` .�1+ . + , , .. . .... . . ,�,�. � � „.. ..., ysv e r r 1 a �� . ':, 3 �._ __ LL E�� v ° �r o � �a� � _ .. -.� � .��.1 t � �y .z>. 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ACTUAL CONF6RMANCE OF I��. �" i. � ( , �`� � �+ `� � �''�, � '6°J°� °'�it"'"'�N6YA�°`'�"�''�"�'"""" �� THE DESIGN WITH APPLICABLE LAWS IS THE SOLE RESPONSIBILITP OF THE ��:, v`,j ��. s � u�rracw.�wueerx.w+��;'ama+€ �qr.x�au.c+uxaaer�r-E��v.�w�.w� ��� ( �. `"¢ � r " . �``i -c, j;a �, `' 4'`v � � � � � "��' � ��°"s:*�"�`� +��° '�'�"°�'"+�nj'��*''� PR9FESSIONAL ENGIN�ER, WHOSE NAME AND SYAMP APP�AR ON THIS SHEET. ..��G ao� � '�'. . 1 .. I � �" �� \�`1 ;"� � � �"�,: �' _;� �Y�A-���:-��������*��������. -�I AC@UIRINC9, COMPLYING WIiH, AND PROVIDING MITIGA110N �OR ALL FEDERAL, s "� �"' i t� � � E,'; �,����`�.,` �- STAlE COUNiY, AND LOCAL LAWS, PERMITS, ANO MANDATES. WCLUDING BUT � �'�`Q�� ('���fj,�� NOT LIMITED TO THE ENDANGER�D S�EGES ACT, �EDERAL WElLAND P€RMIT, � - R � 5 � � � ��f � ��' " T"� � �, -" � I � 4= �, � � t �� � � STAlE DEPARTMENT OF FISHERIES ITYDRAUUCS P�RMIT, FEDERAL FLOOD PLAIN � -�� u ( ; \ � � �. 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SHALL BE MAINTAINED lHROUGH THE DURATION 12" � � . -, � �. � d � 18" OF AM€NDED SOIL OF 1HE PROJECT CONSiRUCT10N AND SHALL � a� } � � x��v :"; �` �.�a 3 A4wU5'IMEP�I� FtI�WGSf�LC3�K S#tA6L �E ��� 6Pa ��'�" NR�1-�SHRIidK ift�EJT, pi.A�iCR 3t�C�JiH P1S7�E ANp �kJT: � �� o PER LANDSGAPING NOT BE REMOVED UNl1L FINAL CLEANUP OF `„ � : ° ;_ �', 1 � � �f;_ .�u.::z .. 5fiE�5 C� RUNGS Sri�.�L �E AGG�D 4S '�dE�C�D�. � ,.a �: .,,.� TYPE 1 C@ ` SP�CIFICAl10NS �. .° � � - u�. o �` �` ); t;�x..��- 6" BAS� COURSE �� % SITE AFTER PAVING. SEE DETAIL ` ' V ., �.;`.. t �� � , •` .. 5. Fi^,CCFtST A�J�J=T'J���87 RIP�GS SFiAL6. EF C.?ST rVf :r€ G�?LL3Cf�te T6 Ai:_°U'tAt F4rC�3 IhaS�A.4.LATIGP] ClF a,AFETY' S��t.P WSpOT 9-03.3(3) ��M �� ORGANIC COMPOST FOR WATTLE � ��;�,, � � li � PER PLAN SHALL COMPLY WITH SECTION C1�} � � � � � 4/> -�f � �� f:� �� 6. 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'' � � �'" �` .� AND 7/8" PEA GRAVEL - �� 4' � u '�..'\ � � � °'��`u°� � �`. -° f .` � � �;� "a�°'�`, UNDER DRAIN �` � .p.. , 3.50� 3.00' 3.50' `�� '�� T;* f GRAVEL . � � TOPSOIL DEPTH 18" 0 CONCRElE �� '�, % ��'� PER PLAN Y APRON W LAWN AREAS ;�� ,��, 3 �� �� �`^, ��� � BACKFlLL FOR GRAVEL RAINS�°PER �`=` ' '��� WSDOT SECTION 9-0 .12(4) .� II / �� ~ ., � h �� �a �/'�0,, � � �� „� �'- 'r',.�;I�� A RAINGARDEN DETAILS NTS �`\ `',� �� ����� ��� � �����'�����` �` , �,;�� E ��; ... �� , � , , s» � i � { �� NYLOPLAST �',�� ��� „ CATCH BASIN �"�� , ��� , ��� 1�4" RAD 1" RAD ��.. .. p � ��,,' � , ���°� � � � � Y �� ��� �� �¢'4 REBAR CONTfNUOUS � � ��� ^� ANCH6R CUR@S WIiH 1�2" - �� � � y �� � ` DIAMETER x 24" LONG REBAR. „r � � � '' WELD WASHER TO TOP OF `= UNDISTURBED EARiH � ��`�•.�'y�'' I REBAR. WASHER O.D =1.25" TO ' ' e�� � � .. � . ° `` E � w/raiN. oF � PERFORATE LOWER 18" 1.5". END OF REBAR AND � � . � ; . , � �� � 3 - 1�2"0 HOLES ��g . � , "*��\, � EQUALLY SPACED O 60t WASHER TO BE FLUSH WITH � � 3" BASE COURSE � TOP OF CURB. TYPICAL 2 ° �^ �„g � 9-03.09 (3) ��,�,`f % 4" O.C. REBAR PER CURB SECTION. �-, � ' �_ �� r � -.� /�,!" �` ; �„� �' £� �"" `�''' "�``�e�-�'�" �' '' * '�`' .,-� �� � � �. ' � I � �° �� � � r' � w, STAG "������ �k: , 4• � ', �,,> � � ; a � ��.d(��.,, fi" (i50mm)` ��� s�.� w� ��� ts. � �ss. �Q ( � y,� MIN. ��� � �^a/� � � � ����� � /''^� � ,'`,,��.A � �°"a ,"''+� /q / ,.� ,l^� � �:�-- �:� a:, /,, �'h "a2 i , � �. � �;�'4'��i��a�'."*,.'\ �°''=•.'`e��-.'����. �.�2 2 EA. � $ ( i� e �f� i"�a ��( � � � [ � • 8" SUBBASE COURSE ., .� �� b � E'w s Sd" V.t . W//"� i E-/ �% bl }� 1 I �4 ���AR e 4"� �v�� '�� ��i `'�:��� �`� � � 9-03.14 (1) . __i \\ _ � � s a � � 9" � �a.��� �- , � ���� ���z�. � ��� ���.� � � . ��/ � .� � `�� � ( , � o ,�- ^* ,� � � . "� �, ��� ; �'. � � , ,� � .�� � � � ,� � � �� .�.� � , . �j , � � • �2,,,�i `� �� r ...i 1 I i i 1' "t ' +'d � �' � f e,� �. �F �"�a;,, €�t C�. d, i �+ ,, ; i S, t, r,� THIS PLAN SHEET IS APPROVED F6R CONSTRUCTION IN ACCORDANC� WITH iHE 2.5" ���,'�= � �� �� r �� r �,'� � �,'� � �s � s :�-. ..' � z d : z, : � � I � .� � � � � � � ��� � 6�,� ��� �� _ l ,-, ' p F , ' IYY OF ANACORTES ORBINANCES AND POLICIES. ACTUAL CONFORMANCE OF g^ t" DIA. HOL� (2 EA.) �� �� E,-� „,., ,,-� � ,,.� r....: j if i'- °- '-� �; --! _':P � "�'i `� ;.m_ c s � � 7HE DESIGN NA'fH APPLICABLE LAWS IS THE SOL� RESPONSIBILITY QF 1NE -►{ �.:, r*, €�-e �� �a , i � i I �` ,' ,< <� " ° w � PRO�ESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON THIS SHEET. i t �ti.� � � i � ,� � '+.' �, � 3 � � ACQUIRING, COMPLYING WITH, AND PROVIDING MITIGATION FOR ALL FEDERAL, / STATE CQUNTY. AND l,OCAL LAWS, PERMITS. AND MANDATES, INCLUDING BUT � � � � "" 24� � `. \-(' J i r � r ^' � NOT LIMITED TO iHE ENDANGERED SP�CIES ACT, FEDERAL WETLAND PERMIT, 90" 22" S" 22" 1110' � � �, � ' ,',� � �\�" ; v STATE DEPARTMENT OF FISHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN �I GENERAL NOTES � � / � 'j ' PERMITS, NAl10NAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS IS 72� l. EXPANSION JOINT MATfR/AL TO BE 3/4" 7H/CK PREMOLO£D t� j� ,� �� ��,, [,� THE RESPONSIBILITY OF iHE DEVELOPER, LANDOWNER. AND THEIR ENGINEER. 4000 p.s.1. CONCR£TE � JOINT f1LLER FULL THlCKNESS OF CONCRE7E SPACENG. ` %' f s `� ( lHE ISSUANCE OF THIS PERMIT SHALL NOT �E CONSTRUED AS PRO 2 EACH CONDNUOUS �4 REINFORCING RE�ARS 2 FORM AND SUBGRAD£ INSPEC710N REQUIRED BEFORE -� " �. ... _. W£IGHT = 205 Ibs. POURING CONCR£7E. � �q COMPLIANCE WIlH APPLICABLE LAWS AND PERMIT REQUIREMENTS. CONCRE7E NOR'WE'ST PRODUCT OR EQUA! 3. DO NOT DRlVE OVER CONCRETE FOR A PERIOD OF " SEVEN DAYS (CURING 71M£) DA7£ THIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. � -'ekN�.Uzs�ivn'u:i,:atyv.r�J{� D CONCRETE WH��L STOP NTS E CEMENT CONCRETE VALLEY GUTTER NTS F DETAIL NTS G TYPICAL YARD DRAIN INSTALLATION DETAIL NTS � Hutteball & OremuS 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 S28 9067 � � � *, . . . :t � . °1 .� �. �. _ . � � ���., �.i '�> , s��s: is/ia/oa Northwest Career & Technical AC1dE't17y 1606 Fi AVenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Proiect No. 07084a Drawn• RAH Z ADDENDUM 2 - 08/O6/2009 CONFORMED BID SET CONSTRUCTION DETAILS Sheet No. C11 � P � I O N � rn ¢ N CONCRETE REINFORCING STEEL H TW T a b c d e: f� g � '-1" T03•-6" 8" �!4 O 8" jp4 O 8" �#4 � 12" /{4 � 12" 1'-10"; 10" 0'-8" MAWTAIN SMOOTEa 6�-0" : . ��� �EpGE WHERE PO$SIBLE '-1" TQ . » . ' FOR Co�!CRETE CURC3 PC�UR 2-10 8 �4 O 13" �4 O 13" #4 O 16" #4 O 12" 1'-8" � 10" 0'-8" �+w. 5 -�� - � "�i i' % � , 1z^ . uuN. � 4�ApT�2'-4" 4` ��4 O 18" �4 O 19" �j4 O 16" #4 O 12" 1�-6• 10» �•_8• [�fl I LLI� � �` r� �FTcri exis� wc - - ITI- I `� ; �s I , '-�^ Ta 2._0^ a~ ;�a o �s^ � o �e � � �e• #a o �z• r-s• �otl o'-e` �IIN IIIIIII � �s �. � � Pavuc rv�- a�o s'-o" __ _ -_ �' '-T � ❑�Pr� � x ill�l I�ITI •> e:: . 2�Ess&;2'-0• a` !�a o is" �4 o is�;#� o is" � o�z' r-s' io� o'-e' z rr` � u 3 � � � � ( (� � �-���i � 4 y� ' ° : .. .m.m.. ., , _ _ .m.m..m. ., ����� L! Mih , . _ . - I ���.��_� 9 �', i -��-� I� i �� � � �� �� � � - � _ I i � i_ � m �`.�` . _ T ��"�'.� 7 =1I I�I I i I I � _ � . _ - �-- - � � ��� _ � � �� e; � coNCRErF CURB � r .°, , , � ,�. - ,�;?'� � 134 _ ELR - 6' f h �I�II �� �;� ��Il :ll�i�lll,��.11l_,Ill�,,, i„ �sL..i��lll_; jL-�,-,Ill�ii��''� . , •,, � � � � _ � `°, , � .� ,., , � �_ q _ _ � _...._� -r �L ;� , . �.. '���_ � _s.___ ��. . _ _ _. . ._.. � ,. �,c n, r. . _......._.. _ EXTEND CSTC TD r�� g o � ,a � � . , . .. PAVING SECTION dP 1. � '�'� --- �;;�3 �nra � +a� Eai� � FULLY SIi�PORi d ..�. � �PER PLAN l�a-�:xn��naAn �7 �� '� �'r`�'.3 _ ._...___:. CJftB ' �� a � �4_ � p � . .., .,s,�.. TYREb� • a-,---,�-_____-- -.._ '.,..'�" i2° .� � ..� ,�,,� . ... � �. _ �,.. ^� :'�_ C '.'.�'_"�-_.._�-:�.�_...__...._.. ���:...,.,,,� .-V"`rv---T._.......--�-�_" ..'..�..."__._.- . fi�/ p68R4gNT G��'Cf4ET€y �"`y _ �' �_ � 9" MBDi { i�? 1�I i �-^--�.__�,,,,,_ ....,.. ,r> re�'. IMPCIRTANT IN�ORMATlQf�: i' -- - 2 � ° eEe�ravrc.�rvc�.ei �<.rrrL3a�w�e_.�` { ;_ PRIOR ;l'} A3`dY CURB REMt�1'AL, CALL CITY it�3SPECTdR TO VER�FY TH� CL�FtB REMO+'AL. TtiE i3ONDTt<ACiOR SHALL � T "' �. r. REMC7V= AND REPLACE ANY AND AL'�� SUFJiKEIV, TIP�pE6, CRACKED 03; BROK£N CUR'� SW�ITH[EV THE PROJ�CT t�IMITS. k �•�'� x^ s- x�eaubr€v��-��� INSP�CTOP, TO DE7ERMINE TNE EGGE £Jf��ITIOtJ RFTER CURB REMOVAL. � y � � �'� ����- `�� '" ���� " -. C ° x� �� ..... �'` - .-„� �; '��t'„c,_ _ fl _,.„„F y 5Fa4CIM�. iJ� ANC'H�C3R �8A92'S !6Z}K TYFF..� A, d�. RND 8) NOTES l� INSPECTCiR RE4UIRES 5Ai^JC�JT: � �: , ' ��`� � ,/� w; _ � ��� ' .. .., .� � . • � , t,- . �:i � , .tEliN S` ftdAYx F �PF�:Lt C1W4€t�� INSiA�S RO ! USFfSG ° .° � - A Y�IJ OIVEt�h�' Jk. SAVvtU nP l...i 4'9hvRk 1 L f'o���:g ', . _p �, . .� y �+� . � �� � F,� �Y p R - � " a . "€` � ,� h�ll.i�761Ut� SiE2€?1GT5. 1. SCHEDUi:E CUftB REPLACEMENTS ARaUNd TE* 'AVING SCH£i��J�vE " �' , _� i � � 2 FOR CURS AND SIDElNALK WFGRMA?iGN. ��?iE�ER ��t7 SEGTION 8-C� AN� 8-14 0�' �H� C`s9�RRENT '�VSDOi °� ' � �' . . �' �. � '- � �` '. 57ANDARQ SPECIfiCATIDNS, v. ' � � � � . -�- P.� a . - �� ,. -� xi- « � . , e r . .�....�.m.. _.', . _€..... �_ ,�. * . � .. . t._ F.. 3. P��PRR�u SUBGRADE (CURRENT VdSDOT STAMQ�,Rf7 SpECiFICATIL1�v5 2-08) .,' �" " � � ' �,`� �' '� _ �U r��`�'�`� � -�aai+u ° : ° '` � < � "' 16$C� MAdXAS�H&L7} , 4. 4" II�iCH MI€JIMtJ�M OF 5jt3 CRUS�ED Sli�tFACING� T[7F' COURSE {CURR•=��:tIT 'NcGOT SECT'£}ti� 4-D4�} GOMPA:;TED TQ � ---- ��- -- �� 95%� OF MAX CENSITY. � W � PYPE 5 5. INS?ALL � iNCH MINIwiUlvl C1.A55 8 ASPH,ALT PATCH TO BE COb�PACT��7 TO 92`XD MAX RICc OE.�'v3SIiY ev��rrurCort�a�a�} (zooz w�oor s�crio�� s-�4.s,�o)�;. $ PARKING LOT RETAINING WALL NTS 6. CROSS-SLOPE 6r� NEW ASPHALT SE.r.7�i?U SH,R? L BE LESS THAf�! CR E`.�UAL 70 THE EXIS:ING C'OSS- SLCP� Ah� SHRIL NG�T 3E L�SS T!-4hl 1% a"dITi-1'�U? APPROVtiL CF THE CITY Efv"1I4'Lr�e ��n y,.' yk�{ �°r`"l.r o I 7. ALI. JqINTS BETWEEN OLD ANd M�Nt H�PHALT T6 6E SEh4.ED (2002'h'�D�JT SECiiQN 5 05.3(8)�) ��.;SING A ,� aF:as'�h'f �`�, �;� H�JTE �OURED JOWT SEALANT (2�G2 N�Ss�L�T S�CTION 9 �4.2(3)1. ,�., . , �, ,�^�/°��' �- ��'3�� � i s � 8. FiEMrJl�E 12 INCHES MINIMUM QP MATER3ht BEHIND CtiRB. rJP3CF_ NE\N CCRB IS INSTALG.�.D TO EXISTISdG GRADE, ��� �- ("- - � K� "�" � _ � . x v2 s �ei � i . ? ry _ z e ; d � . iiEPLA�E WITN COMPAC7E6 DEPt:I T:�P S41L (�UF2RENT �'SD�C7T SEC71dN 9-1A�.1}. �•• --- - �-F �-� >� �� s ; � ; �`u. far s THIS PLAN SHEET IS APPROVED FOR CONSIRUCTION IN ACCORDANCE WITH THE � � ' �, � „���� ""� '�'` ��a ����� `�d n''���'_ �4(�'TES �OR SNI�JOTH EDGE: CITY OF ANACORiES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE OF ��'�� F � �� ���;;t 1�� , sE THE DESIGN WIlH APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF THE /o �� *"*''' � y 2. FOR CURB aNC siDE'uVALK I�vFORMATION, REPER TO SEC71oN &-04 AND 8-1a aF THE CURRENT STRNDARD PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON THIS SHEET. ', � ( � �r� ,.�,, z�,�ccir] �� >PGCiF�cnrqu5. ACQUIRING, COMPLIING WITH, AND PROVIDING MITIGATION FOR ALL FEDERAL, 1, � i f �, 3. PREPARED SUBGRA6E (CUR3ENT WSUOT 2-06) STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCLUDING BUT � A ��, ,,,,,,,,, ? ��.�.,����� ����y a. a° iNc�+ nsiNiMur� oF eJa c��>s�Eo suPFnciNG TOP c�urzsE (cu�R�ra i vasQo i s�cTioN 4-oa� eoMPaerE� T� NOT uMITED TO THE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMI7, � ! �, 95% 0� h�Ax DENSITY. STATE DEPARTMENT OF FISHERIES ITYDRAUUCS PERMIT, FEpERAL FLOOD PLAIN �` ? l� � °? �".� , °, PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINAl10N SYSlEM PERMITS IS I� � `�r ; � I ' �T���'a'�� ��-�� �"'��^��'�� __- 8. REMOVE i2 INCHES '�:INIMUh.1 4IF MATERIA,L BEHINL CURB. ONCE NEW CURB iS INSiA'_LEQ� TO EXISTING GRADE, "-- `�: � i �" g"" r"� iHE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND lHEIR ENGINEER. ; ., N�� + y� y�=�' REPLRCE WITFt COMPACtE�7 6EPTH 7�P 501L (CUn�2EtvT WSDOT SECTICaf� 9-14.1). 1HE ISSUANCE OF lHIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF T°���� ' �, +���h� - na r�a+rFr�oscv ucr,ncr� " COMPLIANCE WITH APPLICABLE LAWS AND PERMIT REQUIREMENTS. #�°���^��'"���"� r L ' _�.. �. _. _ i�err !� �rrtit8i 4t 3�»d1r` ( SGA4t.: �JQT TO SCALE - GEAAENT�MCRE£E � , I G��" a DETAIL: S7-Q3 d � � ,,. r r^ J DRA4dN BY. 5.(_ F "�` Yio x�i n n�se a�u a ror_..A.n+�o a �=e: s�-o3 cuR� �Ew�ac�mENr.ow� GUR� AN� GUTTER oarE EFFEC7€VE �ATE: REVIEW 8Y QATE: REVIEWER: �ti e= � R� P LAC E M E N T 11'I�S APPROVAL WILL E7(PIRE IN ONE YEAR FROM THE DAlE NOTED ABOVE. a t � 01-20-2D�5 ��7-2c�-20D9 E3U�CKGNM�YCR �� fl APPENDIX A- STANDARD DRAW�NG 2'��9 A D�TAI� NTS C DETAIL N TS �, VRR E4 SEE CCh'ftAGT}. aEE � , 7 1t7 2" -.. 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CURB RAMPS WtLL NOT BE POURfD lNTE6RAL WT7H SIDEWALK AND SkALL BE ISOLATED BY EXPANSYON JOlN7 MATERlAL ON ALL SiDES, BUT NOT AT END OF RAMP ADJACENT TO ROADWAY iE N9 .8 i. ihe b�ifo4r� fl't4�e r��r�,p s€�all hsve � levr�i aPes dn; t in �xc��s aF 2`b ir� any rs::.r�et oti�,. 4` � 4`.. ' 2 Layo€:ts 1 2, & 3� require two (2) af ±h's aid item "Cemene �cnc. Side= . . s�,alk �amP Tppz P:... T�ae bsd �t�m dees �aF. irci�ce th� ad.a�ni. Gurh jer Gurp �, Guria:�, �se SiaSeu��alk. 3 R�mp slop�<shall ¢rt�i be steepeeth� 12N.i'J, � TO t3?e max�mum c;denc f�as 31e. �rap cress slopc:s sh�11 7ct excced :�"i;,. a. rhrcnt9 Ria:.�19 drauna�e s4rucfiaC��, iwr,�# aR Ift4x�.5 er 4th�f 44stfuc�gns rn Ieoni of -amp sccess sre�s. 6. C�r2� 3 G��r is shown.. sce 4he {:ontract Plars fiQE the curir ��es�gn $ spec:fied See Sara�fard P3a?r F-8t?.12 {�r cu�fa de8ai15. 3. See Standart� Pl�a ��6 "0 F�- sr�eweik ,cinY piaa�sne[rf a:�d �'etzi7��. `` r`�' L�ErECTaei:E '��`�.r. > N'JtRMIPtr(a j. � � _ '...... i+ATTERM ./� o f`�a"EE GETP,4L,j " `•... FRGE i7F CUR& � E R`, h '-;`�-, ` �J .{7 AT Fa�E 9� CU�'B ,:.... �. _ b.� PLQN VIEVc SIL7�iNe4L �C Ei�l'�P� 7Y'�� ^� ��R lA't'CN7E"a 3. "s, c'a 3 3 k . y�l, $1 I;j��`�, � . �+�,`�� 4 zu{srY � �Y, 5�' � ��� c�.' K!" � � - �ri � r s z . 3 _ � � [ �3P. �t � � o ; 4 � ���' �6 ��� � �� �` � C"�t�Er � ,�. ��,Fr� �" a s } �flr `e �.r,:sa T x t ' +�t}:V.4S, �`' r � � EXPIF+E� al "�. Ew,�.2�L'i� "e. SIDEWAL.iC RA@I!P'�'Y�E 1 ww°r�r r.w°�r�u�°s s�r���a�� P�,�� �.�o,°�o-a�. �tiEET '1F 5 ai1GET ` apP,zave� �o�: �uaucA7��N - 3 ��,5'ti0 $���dif�C�9 ffl 'iQ-ii� �] � „i. F ]=CIGn [NCS'<f[:N � ➢F ::. � - '�� WP8h1n91an S4sAe 4aIXwFmvstatTW�#nrPffi5wa �tAGiUS PG�NT f+f 4. L;£R�� �iET:1RN s � vJ . _.._ .__. ..,,, Y _... � � � � �FL7 � � ' �����Rw� � 1 '` �. �� ��9cr "`^aaj ��,. �. e ' �(j/ �+, � 1 r � p, f L^+A�'1'CC�IrF�TE I �' &9[�EvdA..K��+R+P?Y�E�4k CEM6 7 C€i�iRE� `,%f r � a�p�s,r�ati euq� ' i , t , .- ..,:c .w��:�� ;. �% . 3t£1 EX.PN4_ �N I..tNF� '' >i ,,. � ��r_ sxY. �aa � zc �c; • � . �. aa�� � '� !� �r' �.___ ._. , , z . c•Y 'l� `, �'� 51fle4gtkc{� -- � � . -0,� '� � �fi � � 3 � i � i � 4 Q � K V` CU€E8. LA CUI�.�. s;n� cua*�� `. . . � � Y /' ;/T � �', � i F... :. ..........__ _„__." __ ...:_ . .:_7J!�% x ;. � � r ¢ i F, i % � � '. ' � � � .... j` e �i ; � � �� �aror�Er,c � � �.�! � ❑cl`EGB'aBN.e3+.�RIrIiN�a � if'WIA,Fdfd SiF2F�7 � `� pA��Rn {s�€ �rai�,)� I'LAN'�EW .�i���;�.A,�.,}{. �',��� �'i�,� ��. �..Ai��}f.�t � �'t�' ........._.-»d ¢� TOP G- Z7 hflr'�X e' J id(%,4L5'eVAf / r .�(" , � N TS �� �"�i~,� � . 2 . �� �e �E.�� .,12 p, 1� •,,� � . . � i".„�,''��",� .......�' � <<�,. ,..,..�' �f `�'�... � • €�,h v' �`.f "*.f � �'' � . ia . �,. .�� . _, � . ✓' �f � �a' `eA . °„�' "e.�` `,� "� _ t * f2: � CURB 5/B" EXPANSION JOINT PEDESiRIAN BARRIER CURB 6" 5' MlN. 1/2" MAX. LIP AT CURB GUTTER LINE SECTION B-B NTS IEI DETAIL Rao4us x 'I r Ai FFiCE r1'F L'lfRB �. LRINP1Yti C.i37AhfE > I P4i;P«1PL �. - uF. � 7 � EmT f -? 9 3� FE;.=T � 'tl . C 1+4 $',-,g` , 4Wu'`FccT I 3'-S#f3^ -y^-d?.6� ����. �_�r ' sq°-�,aa^ ��_�,. = ,: fiD rF�t t, £ Sti' � - y ate� 7�7 ���'¥ t� � 6 9 0 9Iz' �aas�� �a-�����, �,-sA,a•'' _ .._.._..} .._ .. 9�1Fe�T �4b`>-{}3@ � df'_S3f4' . 'c1�7FEEY �ES`-F3G i3? ia'I�k^. i rMC. e� ::iAY£ ft�il:3. C.tiN EE 9v: �.�.PC�IA,it ''-t�1 %�� � � , '-_. y :' j CEt.IENT GK7dJCRE"� f�- ,�����- ?EPmSTRIAN4U�i? , �'AutS: �CChf�tV !'BNCi+,cT€ y` � {Sr.r STO PI Ak8 F 3F1 ➢<": , ' i TGV GF uIQClM'..�K EMiFNT 141I�lCR�FF ° � ° i /- Rdf\L7�fqA'F UkP $ 3U�7Fn � ? SECTIp'N �A I iSEE.VJ7F:�; ''p.��y�;�- .... .. . �'; � � �n' f�� ,��, CE�RE�9 F) CEtr➢F13� I.C�A%G` RrSMP.--.,f 1 fi€1FC6 3€�U�E^w (95E d�tOT`m &) S�CPItYN �' C { `. .. vEPdE'M7 CONC. _i<E` 6Xi RN$WCeY .i."31Mi wE€ S7G, K�Ir1iJ €�5:3.1G1 2` ]' JEY'LCTu"�.4.[ WF;S,''N&NG ;� �PRT'TCFEN iS�.E �7f.T�,lt� P G r�AM7 �'03' tPF �.1 �.. �LUsnPI i RfiJr,4�u'r4"�' _ - �,--� _ � a r` r` 'j`- �-�-�-"_�-� M....�T =,_ iat�ei.� � ir�aR�,m e:uHs � uu€=„�� iSEE M�Q7'��F) S�'�`e�i�� ���. THIS PLAN SHEET IS APPROVED FOR CONSTRUCTION IN ACCORDANCE NfITH THE CITY OF ANACORTES ORDINANCES AND POLICIES. ACiUAL CONFORMANCE OF 'fHE DESIGN WITH APPLICABLE LAWS IS THE SOLE RESPONSIEILITY OF THE PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON THIS SHEET. ACQUIRING, COMPLIING NqlH, AND PROVIDING M�TIGAl10N FOR ALL FE�ERAL, STATE COUNTY. AND LOCAL LAWS, PERMITS, AND MANDATES, INCLUDING BUT NOT LIMITED TO iHE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMIT. STATE DEPARTMENT OF FlSHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINAl10N SYSTEM PERMITS IS THE RESPONSIBILITY OF THE DEVELOPER, LANDOYdNER, AND lHEIR ENGINEER. THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSiF2UED AS PROOF OF COMPLIANCE WITH APPLICABLE LAWS AND PERMIT REOUIREMENTS. � DA7E iHIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOiE� ABOVE. NTS 1 NQ"�S L�Th�s la•pou" Is usei( t� pca�ide bec2�s te � eincle c�o�ura�; ��caF�tlel #� Ehe: n.a:or stresi Ths Fii+� it��� "G�men�t Cr.7c S3de�rralk �..=,mA Ti'pe aPA` +3o�s nct inGude the sciar,ent �u€Ea a Q�r Gur4 ���u��r), ihe Si�swa(k r�r CMe Ge€nenS C�sttc. Ped- mS7fr�fi �itt:�l. 7. R�mp slcspe��s sha I nat be st�eper :han �2H € V. � . t ; cin^ draina �. stru�c.ure .'u:rtctio� boxes c� o�F�r 3, A roid }� a.n g s. i. tsvatruct��r7s t�3 front t�# rarr�, aor�ss ar�as.. �. L�^� 8 Ga.�t�° rs shnwr�. �e� tP�e Con:[ae6 P�an� 8e�r'1ae e:nsrb des:gn spaci#ed. S�e Standard PI3n F-1 �,12 Psr r:�+ deta:€s. 5, S�� S€d, Pf�r F-a,�:i+� t�r siaewaik jnin' r,:aeement �rc �st�ils. �. � 7e h�4k�rr2 af the ramp sha �'�aw= � le�:ei �r�..,a {nc: ir, €�xr.�ess af 2�10 in �ny a�i�aatia�5), 9��`. A �M'13? , � n,.: r. ��% � ,. ° � �duY �IAA � a3g 23i; �.�-�f � ��� �.�� . ¢* t 3 13-. P�N 4 � 3fa`� v� f ,;D � Yt& t 7�,t�.: �� .��c...^�......, �,�� �� "� � T�, G PR"ii�t?N A^�� SHAI.4 �GEYAi145F1 6E V�L..O'✓�f 8�1 CG��LCIp P�l'�CT��LEYi"ARNIMfi� PA'�'1,`�RN D�TA,.IL. SiD�'VMRLK �CANCP'T"YPE 4,i1 ���� ����� �-r�%i���n �i��ari �-�it.��-�r� a*3EET . �7F t Sh E .,_,, _� __.._ .. _ .,.... .... AP �SA�EL �"�F; .3�_It.�.TIS`M1S �.2'tF �.. aA'k`1F7t1i! Q$'fl�''Q7 ; ............. sF rncr.�:;ncu P _ ....._. ._...., "�J^�,�^Ysash�pnm'�a+-.b��martofAaaiPan ,,,,,,� ��� , _ -, j ry ♦ � Hutteball & �re1�1U.S C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 y� E. ,gc� 4���'�� ��SBr��a�r� m� � x vg, zaaz� �b��'GBffi� �mss: is/ie/oe Northwest Career & Technical Academy 1606 R AVenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 07R84a IhHwII: R!1$ 2 ADDENDUM 2 - 08/06/2009 CONFORMED BID SET CONSTR/�UCTION D `��' �Y I Sheet No. IV IFI DETAIL g , R9iM11, i41AX. ���. � � ��. , : ���@ � � A 4 Sf@" ',.- 3!� ��� r ..� � r I� , 6 .u'6 + t12" �. � PL3r�i �� ... C� 5(a"� 31�' r¢ G � xxw i �•a&' � �� � �' � THIS PA'1'I"r32N h.REA �/slL E€.EMATIG"i�i'. EE YELL�7+.�1 @N �U3€.Oi� RET€CTA���kMAfE.NING PAi6ERN DETAII. N TS - - - - - - - - - - - - - - 4" WIDE. YELLOW � STATE APP. 6" H1Gh! PAINT SiRIPES ACCESSIBLE � S�DEWALK TYP. PARKING SIGN `'' ^ -�c' _. _ _.... .. R7-801 �. �a ���4�j 0"�2' ¢ S�LO E OF H�C PARK'G 2'-0" �I ��i � � STALLS & AISLE SHALL � TYP. ����y�', g NOT BE GREATER THAN � '� 1:50 IN ANY DIRECTION � 00 , Fg ..,,...... 2�-O� � > U TYP. � � � ' o 0 � I I e0 in , � ' � � INiERNAiIONAL � SYMBOL OF ' ACCESS PER Z � WAC CODE WHEEL STOP � PER PLAN °O STATE APP. �� SLOPE OF H/C PARK'G STALLS & � ACCESSIBLE � AISLE AT WALK SHALL BE OF PARKING SIGNS EQUAL HEIGHT AND GRADED AWAY R7-807 FROM WALK WITH A SLOPE NO R7-801A GREATER iHAN 50:1 VARIES 78'-0" MIN. C ACCESSIBLE PARKING STALL 1/4" DEEP PATTERN PEDESTRIAN MADE 1MiH EXPANDED �BARRIER CURB � METAL GRATE N TS AIL N TS I C13 asas�EYHt� VlEW ���}���fii �����. E a � � � I 0 N N � Q IV m I m +---- S'-5° 30� RAMP � � � 6 YARD AND I I CONC. OR ASPHALT �� 8 YARD I I SLOPE - t/4°/FT MAX. 2% �'�� � � \�� \ I \ PAD AND RAMP MUST BE \ 6'-7'� I I AT SAME GRADE. �� 3 YARD/ I I �R LESS I I I � _ - - - _ + � � � ' 2- 4�_0�.--�i ` �' � � � � � � CONTAINER NOTES: \ 1. PAD IS TG 6E CONCRETE ONLY. � * UN-REiNFORCED CONGREfE, 6" THICK. � * IF REINFORCED CONCRE7E PAD, 4" THICK MINIMUM. R=30' MIN. � 2. ACCESS DRNEWAY: � * IF ASPHALT: 2" MIN. THICK 6VER 4" CRLISHED 1/4" MINUS COMPACTED � TO 90% MINIMUM. � 3. CONTAINEF.S 3 CUBIC YARD OR MORE MAY ABUT A NON- , COMBVSTIBLE WALL WITH NO DPENWGS. IF A COMBUSTIBLE WALL, � SOFFIT OR COMBU5718LE WALL WITH UNPROTECTED OPENINGS 1 MAINTAIN AT LEAST 5'-0" OF SEPARATION BETWEEN THE CDNTAINER ` AND THE STRUCTURE. 4. ENCLOSURE: h( * 12�-�" WIDE MINIMUM. * 11'-Q�� DEEP FOR 3 YARD OR LESS CONTAINERS. I ' 16�-0° DEEP FOR CONTAWERS LARGER 7HAN 3 YAR�S. 5. PAD - NO ENCLOSURE: * 9'-8" Ih'IDE MINIMUM. * 6'-7° DEEP FOR 3 YARD DR LESS CONTAINERS. * 8'-5° 6EEP FOR CONTAINERS IARGER THAN 3 YARfJ5. 6. GATE: IF PROVI�ED, THE PQST SHALL BE SET RIGID WITH A�E4lJATE STRENGTH TO SUPPORT THE ENTIRE LQAD OF THE GATE WITH A BASIC WIND SPEED OF 86 M.P.H.. THE GATE(S) WILL BE EQUIPPED WITH THE APPROPRIATE MEANS TO BDTH HOLD GATE(S) OPEN OR CLOSED. GATES kRE DISCDURAGED. 7. THERE SHALL BE NOT QVERHEAD 095TRUCTIONS ABQVE THE ENCLOSURE OR THE APPROACH TO THE ENCLOSUftE. 8. THE LOCfiTION OF THE CONTAWERS IS TO BE SUCH THAT SANITATION TRUCKS 00 NOT HAVE TO BACK INTO CROSS TRAFFIC. 9. THE DUMPSTER PAD MUST BE ON A PLANE LEVEL WITH THE PLANE OF APPROACH. THE PAD MAY BE UP T� 6�� HIGHER THAN THE APPRDACH BUT NO LOWER THAN THE APPROACH. 10. RECYCLE BINS AND �THER NON CITY CONTAINERS MUST BE PLACED OUTSIDE THE CONTAINER PAD, OPEN OR CLOSE�. SCALE: NOT TO SCALE DRAWN BY: S.L. FILE: ST-07 SOLID WASTE CONTAINER PAD.DWG EFFECi1VE DATE: REVIEW BY DATE: REVIEWER: 01-05-2009 07-20-2009 KRUEGER DETAIL � O U � J m �S¢ K a STAGGER JQINTS [TYP.) - SEE NOTE 2 YYOQDEN STAKE ERY 4, _ 0•• O.C. (TYP.) z � 0 2x2 x 3' - 0" WOODEN STAKE WATfLE � TRENCH - SEE NOTE 1 � � - - - � � -.� / e e \ � ';*' . � �.', ,o' ��� TYPICAL SECTION WATTLE DETAIL , .�� � STREE"V' SLOQE TYPICAL GUT"E`ER ELEV:4T`;:.OFJ-+ �dt3�tF2E33 C�k�[C�+�, GURB & 6UTTEft p 6` &' � PhVRdG�k � � STREET SL�FE ��� Tf} D$"u4IN SWALE v�=: ,. 3 [7Rs1P A7 GUTi Eft f FiaCE OF CURB � `� "`k'"� ' �3K12` 4G�l�r`cLS 2�6'O.C. ������ ��� NTS uE�TatE �I'GHt-OF-'�'AY -�z�ua� DETAIL i�f.�117'"d1R,4L i7�.RidllatA .C"..E' SYS'�"�nri L?Ei'1ttC. Ctlfif� �R.4iN CiJT [3P�E1ti�l,I�iG F�Q�3 S!�/Ai� NOTES 1. Wattles shall be in accordance with Standard Specification 9-14.5(5). Install Wattles along cor�taurs. Installation shall be in accordance with Standard Specification �-01.3(10}. 2. Securely knot each end of Wattle. Abut adja�nt Wattles tightly, end to end, without overiapping the ends. 3. Pilot holes may be driven through the Wattles and into the soil when soil conditians require. 4. Live stakes may be used for permanent installation and shall be in accordance with Standard Specification g-14.5(6). 5. Wattles shall 6e inspected regularly, and immediately a8er a rainfall produces runoff, to ensure they remain thoroughly entrenched and in contact with the soil. 6. Perform maintenance in accordance with Standard �peci- fication 8-01.3(15). TQP fl.s eiJR$ GU�'ER tS§+!'�E BANK BOTTbM �E�ur�� �! � � PJ �J-��:L: I � -j 3� s�� s�r-�i �;-iuT�r• �rR�svc�+ rr��eo� � FO�R HACKFWLL. R�QUIR�ti9�IVTS [�t7U��E SERVk�CE PLA�3 ��E4�! CRC}SS-SECT{(}N NGs Bi£Ad: � h9�TE�t�.Ls 5f"�8 �1R 3,14 3 1�kCl% t 6hdCH CIPUBLE "f MEiEft SOX �� CvNC, ikG.t NC�.3 3:^.F ANGLELI @4l_ FISR CQPPER t iNCH 'vC;? 5J"8 MC^: ' � hgE€FR �P�i �. SEftYIGE 3f a6MCH w/[.racrc wtrr.�`,s � � P3FE CIJP'PEIR 4�"u.,' 4 INCN 5 MCH rr=� K �. �PRP. STfJP FGft Ct7PPfk 'i'�. §IVCH 7 1NCH i IIdGFi s�vtc� 5 sa���e aruss aoo-r 5.5 �R BRONze sTn.a= {ROtk,4C 9�tE,''E^a} �"j. � TEE BFASS 1"A`.p'4Y.3j4 � �e.aFra� �w3ss �t�aae g �:ae �w�ss �;'�' u �•: �� 9G EL&Oki ��� BRASS 3f4 #NCM � } {a PIPt BRASG 5,14 !9v'G�'. i x CL65E ' � � co�v�urr +�vc z i�x i�ATER S�RViCE NJT�S; FIRE S�RIB�KLER SYSTEMSS MAY REQUIRE LARGEF� ,a. t�E��rz SOXEs snAL� SE A B�P.� �•::uL'r �t METECc �NG SERV[G� PIPIt1G Tf3 �EET F€RE FL�3W : wArrt a roucH �Ea,� ��n. �EQUfREtAENTS. G�1CaRDINATE 'NITH BU'.L�E'�G e. r��r�� °�tt �- =�ovto�� �Y r�E cfrr. pE?ART�IEN'T IF S�RIPJKL�RS ARE PR�P�SE�}. C�, AIvGLE:i Pi�.LTEP, BP.€� S�� AN��� CORP(JRATf��.t3N E STOP SHALf. BE FL?;FEG '�ll£LL�R 9i0 flR FL)RC� QUIC, JD;MT C�MRRESS33°i FkT-ING. G. 'HE SAG�L�. S�EAL� BE �iESEA:�E�' �t�. 8�� MlL ?flLY 8.4GG?NG �T31E rGR? Ah74 CQPPEF SERt�'CE SHfi�� BE �v�APPED fN TAFE �'-4° F�� C:+.Ti-Crb9� P���7'EC79Gtv. E. GWNER SFiALL SUPPL`! PRE"kSUP,E R�CUCfh9u 'JkLVE AT B€3€LG9FJG EN'�.TF�RNCE IF STAT€G 6F% FCAE PLGhA? PFE"`�."''FiE EXGEE�S 8d PSi. F. =6� 3sCd;�6"��E SERWECE, d�. l�-Bftia�ICH'�. MtiJELLER MG6EL N^�: hi-t5364 OR Cth^. �:=d7L�P:L RAAi' BE ��:SE'3. v.. �:�R ir§ETE�R 1NSTALLS�. G�'ERTv�e 'h{AN 2 IhCHc5, ��I�FACT TkiE H'iliLDSNG �!cFARTP�A�.EN'�� Sv�_�: rt�T �o ScaLE �,s�' �, DFiAI� : V��,'Q4 P�k1+1FV BY: S,L. �4�e: w�-oa s�Rv-s�aA�.uw�c WA.TER SER'+lICE 7] E==ECTi �E ��, _:. 'dE+�_� 8Y nqT£:'�� ftEvdEVJER: �°y. �,�. ���E.R � � f37-eC-c16 � G7-20-2CF13 BPoCCHNER � �� U�� � APPEh�#GIX A. - 57ia.N�A'3�,C= ��AWI'�G 2�c�9 NTS IFI DETAIL TOP VIEW SEDIMENT TR4PPING AREA(T7P.) C�7: • � � � WATTLE SPACING TABLE SLOP� MAXIMUM SPACIN� 9:9 10� _ �" _� � 29 24' _ 0" 3:1 36'-0" - 4:1 40, _ 0,• DETAIL: ST-06 souo WASTE CONTAINER PAD APPENDIX A- STANDARD DRAWING 20D9 N TS SPACING VARIE5 (TYP.) /LF � - SEE WATTLE SPACING TABLE ( � � �� i - - � , �"' I�_ SPACING VARIES (TYP.) _� .?�- �' � � - SEE WATTLE SPACIN4 TABLE ' ` � � o j I I a � \�'� ���, t ����:'� r � � R� II' ����II � � �J�,�'7 � /'. � .. � � I � � � � ��T�\\,r �i� Vi�T.��� i� � ��;;. � � `,�c SECTION OA � ., � � �> -�__ �m . " � ;, _'��`� � '�� ^ , t � f . ,, � � � � > �..._ � � � � � �� �. t f _ aa� R ! .*Y . f 'KF...' - ` A � t�D N '� i � �F �r �t � e ,9 ` � � -ip�l a, 'q F3 � . � � , � � f is .°.. � ..'�` °I J Y' � . � " ka < I � � Y � � � , � � 6 r �_> • E � {,� ! D . r. 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NOTES 01 CLOW 6" CI GATE VALVE RESIUENT SEAL NON RISING STEM O 6" BACKFLOW PREVENTION CHECK VALVE WILKINS MODEL 450DA 6" LE CHECK BACK FLOW NBLY PER WASHINGTON _ APPROVED LIST COUPLING ASSEMBLY, ER 5/�"m3/4" R SUPPLIED BY PUD SS LINE 3/4° COCKS PER WATTS BYF'ASS ASSEMBLY Q7 REM07E TOGCH READ METER IN ACCESS HATCH Q8 VALVE PER WALKIN9 3/4" BYPASS ASSEMBLY 90 FLOOR DRAIN TO DAYLIGHT OR CATCH BASINS � 8"x6" REDUCER MJxMJ MIN WHEN VALVE FULLY OPEN N TS I i�r�.y i � Hutteball $� Ore'mus C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 Northwest Career & Technical AC1dei11y 1606 R Avenue Anacortes, 98221 ANACORYES CAMPUS Date: 07/13/2009 Project No. 07084a Dra+rn• RAH 2 ADDENDUM2-OS/06/2009 CONFORMED BID SET ICONSTRUCTION DETAILS � Sheet No. C14 � N � I O N P rn a N �� ( �, � . � '! _.T�I�tJST �L��1� TABL� / � � i '� � ( � w � w � � �' �' � cti ( _.... 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M' �' u'>te c�a m �-t-�' o�� �i� r��• �^ z w°J w~ � j " i r,c3�.t��r Ycs€ s,s ,�L��,., THIS PLAN SHE�� IS APPROVE� FOR CONSTRUC110N IN ACCORDANCE Wlili THE � � ��. za Jr� �i,z,., r�'z ww r�c.�i osn �,�v��� c�o �c arw o�' . � : . .. . . � � � NFORMANCE F x � ; CIiY OF ANACORiES ORDINANC€5 AND POLICIES. ACTUA CO 0 4 a�, � �� c5 � z u, -� 4>[� o�, -g >�+�, ., Q�i �y w�'` d � ^ �� ', t, Tt�E DESIGN WITH APPLICA@LE �AWS IS TFiE SOLE RESPONSIBILITY 9F THE ''� � "¢ m � `- J `, � � �" J � � a � �- �`-, � c � ,� E � � � � a c'a b � � J ' E t ' ` ACQUIRINIG,N COM�LYING WIiFI, oANDNPROVIDING � Ill AT10N F�R ALL FIEDERAL,T. J d� ��� �(=17 � et Q Z y�, z� a� Z� y��� Q�n ._ z o � C Q 8p �. ,..> �, �,..'�.e' . € rn d� ce�a °;a ���- e�`-'-K¢ �c � r�e� � n� �a J�z � �' �_ � STAT� COUNTY. AND LOCA� LAWS, PERMITS. AND MANDAT�S, INCLUDING �UT �[ v=ia z� t' � �a �a``'.� ¢��s� <�¢ ¢oa¢ ¢¢z ncm -'yaa �co ? �f�-- � � � - � NOT LIMITED TO iH� ENDANGERED SPEGI�S ACT, FED�RAL WETLAND PE�MIT, g,. � � ,� y ,� � r � � r ,_ ,� � _,_ �. ___...._�_�_ _ . ��_ Y.. ____�. �:: STAT€ DEPARTMENY OF FISHERIES H1PD�AULICS PERMIi, FED€RAL FLOOP PLAIN ������ ����� ���r����� r����� PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINAiION SYSTEM PERMITS IS SGALE: NCT T� SC;ALE THE RESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. �Yy Q DETAIL: V4�A-O3 THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF � �31?'A'NN��. L� P: S.!... �' '� � -.__ ______-_ COMPLJANCE WITH APPLICABLE LAWS AND PERMIT REQUIREMENTS. �i�€; wa-c�:s srar��-pi�E.owc FIRE �£PARTMENT C�NNEGTIs�N EFF�c�rvt oas�_ R�wE� er o,�tE: ��vi��r��R: �,� w ��� SPR[NKLE�i Da STANbF'IP� a�o�a g SYSTEMS Ot-20-2005 t�7-20-2CTfl9 H�f2uU APPEPiCIY. A- S7F,NCARC DRr�I^lfNG 20�'9 DAIE ' THIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. D D�TAIL NTS E DETAIL NTS �� Hutteball 8� Ore'rizus C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 p 425 828 8945 f 425 828 9067 y'�,s E. Se� /�� �� *`88d c��',�, 'C Fv �q o '� � r.� � ���NAL�� �: iz/to/oo Northwest Career & Technical ACademy 1606 R Avenupeqp Ai)a�o�e�� 9VL6� ANACORTES CAMPUS Date: 07/13/2008 Project No. Q7084a Drawn• RAH 2 ADDENDUM 2 - 08/06/2009 CONFORMED BID SET waTER CONSTRUCTION DETAILS SLeet No. � C}BNERAL CONSTR UGTION NOTES 9. WORK HOURS: 7Hf CITY QF ANACOR"i"E5 ORDINANCE Al..i_;;�dS '!6'C)#iK =��P,4 7; i}f} ,q.p�. l"G '0: QO P.M, SE�dCN fJAYS A VdEEK {COA ORD. �231fi1 5(3"�;!73vE I�v CHsiidGE TO ON SITE AT ALL TIM�S WfiEEJ Ur'flRK I5 !N PRQGRESS. IF 'rY PK iS Ct7'�E ��1 Y�d�EKENDS. PLEASE IN�C}RPvI THE PROJEC7 F,IANAGcR SQ TWE C1FY OF � F".i;a��TES vAN ?i�ldE AN ENSPECTtSR pN SI7E. CUNTI��CTQR WILL BE BILLED FOR �;':.Y :�°r t3P�:�COiTc:; CVE�,T€ME. 2. CALL 48�HOURS BEFORE THE FOLLOWING: t �. For� wswEc7ie��a cr��aTac - T „60 2�JS 7�s i i ) fl. PRIOR TQ b;'�P�K " - oTART UP B. 9 iZ9QR it7 AI�Y IJT,I_ITY C�t�STRUC71fl�J Ih� kk: �.i HT t' �d�Y. C. f Rl6R TO P�R1FtING CAST-IN-PLACE (,C?��?etT�E S�I�u;:�.i.�fiES. D, pRIGR TO P�=.C3NG ltNY CRUSHED RL�CK ?7N :;�6xDYo-'r:a' �i€;� GRloGE, E. PRI�R TO �'�G,CING C;UR6, GUTTE.RS A4J[7 51!) ��x�/r'.i.KS. F. PFlOR TO daS:'HALT P,�VING. 3. MATERIALS AND WORKMANSHIP: A. fl!_L h�RTER14.i.S USECI, f�fiUST hAEET WSL(7T�, aa;*i6lti� r".�UD :;:��E�Y C7F� ANttCQRTES SPECIFICAl1:��dS. B. ALL +A�t�HK, i•P�;} MATERIALS ThiAi DO NOT P}eE� TH!- .�"�.�^!'E SPECI�ECATIL�NS €aSUST �t: REMOVED AS aIRECTED BY THE PROJEC?:tiSV��ip�. C. SUBGRADE COMPACT10Pl TESTS: �LL �;� C:Ct�L� v:`L".i �f``+E e",4:f`� C:.S.F1°C !S PUT Ihl PLACE, ALL �RENCHES �'ILL BE TESTEr FCR �,vUPACTI�iV. THE MATERIA� iESTING LAB NEEDS 24 HOUR NOTICE. U3E TFiE 'E�4:'�� FRtt'���L PR�VIQED BY THE CITY. ITEP�S TO �_ COMPACTION TESTED iMILL :�duLJGE TF�E PI6%E 6EppING {SECTGN 7-0�, ;1)C), BACC>ILL (SECIION 7-5�8.3(3) ANr aGv GR��E �vR SURFACING (SECTION 2 os.3(a}) Hr�� As��A�-r (sEc�o� s-a�.�;�e,3;. D. INSP€CT10N: Al..f_ ASPECTS OF� 7H95 PZCJE: T Wi' L[�C Ei�S�'FCTED INCLU�IfVG ('ll'ING„ E3ACKFfLI, SUQ G�AQE, C�JNCREIE AP�D RSPHfi�T, �S W�LL AS F�RMS, CUf�a, GUTTER PaftiG SEDE4l�ALit. iF A POR710P4 �ETS �AUF'F1L�ED BEFORE !NSPECTIflN, THE CONTRACTO� `NIL� DIG UP THAT I�'OR':l?`; FiiR !FdS:'E:::TICFN. 24-HOUR NOi10E REQUIRED. KNOlN THE SCHEDULE ANG L=� i;�E G:T`! KNO'N. E T�STING PROTOCOL: PRIUR 7C� CQNSTRUC71dN, A Y��CTOR AND SIEVE ANAI_Y51S aHALL EE �[JC3�iITTED, REVIEWE[3 ANG ��?S�4`JFD �Y 7HF �ITY OF ANACOFiiES 6N �LL MATEF,i�rL 'JSED IN 7HE RIGNT-G�-'�°JAY 5EE THE CI7Y 6F ANf1CORTES TES7IAG SCHEE7ULF:, F. ALL CQWIF',Q.TION TEST SHALL BE /4P�F-.�"iED BY THE CITY OF ANAC�+RTES EN�BNEE� ANI) F'RGJE:.CT RAANAGFR PRIJR 7CT f'I_�Si;1PJC3 C}F K;RUSHF:[7 SURFACING, ASPHALT, CURB. GUT:�R, SBDEWP4LK (INC_UDING T�;r�I�,H �ES?ORATION SNHE4J TEfi7 MAY EsE: REQLIIRED :N EACH LIFT�. G. CiTY Or APdkCOR7ES MAY REQU�RE ,;;?�;SI^vNAL TcSiS ON SUB GRAEi�, TRENCFIES, COIvCRETE, 7f2 ASPHALT. 7HE CCSTS �F 'oESTING SHALL BE Pd43D FOR Aa INDIC�T�D IN "*H� r�t��TRACT DflCUMENTS. �. THE C9TY S4iLL NOT �hAKE TNE F'i�3,L INSPECTI93�L' UN�IL THE FHYSIC�L WQRK :?E�e�UiRCD BY ?FIE CbNTt2ACT RNv A?PfdOVE� PLANS, iNCLiJDIhiG FINAL CLEANUP aa�v� .�� L UFC3RK S7�DERED BY 'HE ��QJECT �'�fi,�RGER, HAS BEEN GOM�LETE[7. (S��:iON 1 05.11} �. Fii��� APPR6VAL 6E THE PROJEC. �3'9Li NOT SE GRANTED UNTIL °"AS-Bi11LT" r�d.'lif'�vS {B(3TFi DIGITAL AN� HR�v� •.^,6PY) :�Ri✓E BEEN R�CEIVED .4iVD APPRO'a•'E�? 3Y 'f�E PRQJEC' MAN,�GER. E. TH� C�"J1RAG7�R PiUST �'URl�IsH AL� C�CUhREtiTATIO�J REQ�IIREQ BY LAW, TO AL��°N iHE :':iY Q� ANfiC6RiES TG PRCCESS FINAL ACCEI�ieINCE OF THE COhfTRACi. [ti, MISf FI I ANFOIIC_; A, 1- [) ' � � '° `; ' "E AS BUILTS: TH.. kYELGFLht �dlLl_ uil6-!�_Y C Hc CITY ONE HARQ COPY ANU ilh'e , r,� - I, �.�2 }NIC: %I11= (AUTs�CiaD �lER:i9:); ia:.,r.1 {?-� G,S-�UILT CRAtNINGS 7Q iNCL.Ui3r. iEL' C:7Y UTILI71t5, TNE Po..`'i-EiJiL7 e z�,>:%IR; 9� 3�,'I � 5E S:JBMITTED 70 THE Pfti�Je�:�7 1fi'�hlaaER AT Sll6STANTIAL CJhRF�ETu�! FGR I�E4>E1"J dtNQ APPROVAL PRIOR T6 �F§E ISSU;R�lCE �F FlNAL. F'FdCJECT ,4P:'��,"rm,E_ A�u dsi;t;�f�TANCE. B. UTILITY LOCAlES NUMBER: Stt. R��u::�C 3E�^�c STARTING ANY GRC3JNDWJRK. ASPHALT CONSTR UCTION �EE SECT:C�:d 5-OS AND SCCTIQN 9 OE� T�� 2CQ2 PLAtiS AND SPECIFIGA710N FOR RCfD, ER'CGE F�f�;� €�9UN9C1Ph,L CQM1lSTRUCTPON. A. f�Lw :fi�PHALT TO BE REMQV�D t.1;�ST aE SA"a1� CUT. A JA,CiLHAMPt4ER CAN BE US�B iF h�::�,� EVEN CLlT !S MADE. WHEfL CUTTING iS NO7 AN APPR6VE[i METH6D U�1LcSS �:i=F'f2:?4`E[) �SY iFIE CITT OF ANr�CQf�TE:S E:NGINE�.E:R i� ADVANCE:. &NY 6E:VIAIICi'� ���h.� TiilS SPE:�€FICATEON SH."v�! 9E iN WfiITING 48-H(7UR5 F3EFC�RE SRW CUT€i;'JG ?;"�'ES PLACE. �. fi;v'T!QNAL ASPNALT M,4Y BE tf�Ql11RED FOR REMOVAL �Y THE ClTY Qf RNACQRTES cF,Gi�lEER OR INSPECT6R. C. A�L i�ERTICAL 6ROP-C?FFS WITIIEN T1iE TRAYELED WRY WILL BE E3ACK�ILLE� EaGhl �:;uH?. �. r?�UTTIlVG E�GES ANJ CURBS `'UST BE 7H�ROUGHLY CLEA�ED E. r3Lm P.SPHALT EDGING Vdll.d.. �E `�GKED F'Rl�R 7U RSPNR�T�JG. F, ALL ASPtiALT PATCHES hr41JST ;�� A SM���TH 7RAN51710N. Pd0 r�4.Ef�'YS 0� Hls�:/LOW aF'C7TS SFCTiON 5-04.3 1:5 , SURFACE SP�OOiI-INESS M,'�XIP:%U�.9 4`�RIAT:Cid :N �i � )) 1�-FEE�` f'ARALLEL TO THE C�NTE�CLINE iS t f8" ANU T�r�NSb'��5� "�/4`°, ue SUB G�`,4DE WILL BE COMP,4CT>D AND 7ESTED PRIOR TQ nSP�t�L-:'JG. H. A MINi�."J.UM OF 3-INGH GL.AS� "3" ASPHALT PATCH TO re :nv�.Px#:=•ACT�? T:L7 �2�' EAAX �iCE GENSITY (SECTfCTN 5-0�l.;(10}B}. I. ALL FINAL JC�INTS IaNG SA�' CI.'TS TO �E SEALEC (SEGTEd?6 5-0�.3�a;L,: u>S:�dG A H67 PCiUREC J{71P§T SEALANT (SECTION 9-04,2{�). A PREFE�eRE� �E3tL^,'d7 !s AR-4t3U0. J. IN ,�REAS WHERE �SPHT,LT Hlt� BEE�! REMOVED AND C6F iS IhF 7� � T�E�C;i CURING, A S7�EEL i'LA�iE IS �EQUIf2E,[7 F�Os2 Ci3VER WHILc 17 IS CUR:tiG. ���;`�":CtF: ,2���o�LT PoR�?UND STEEL PL.A7E TQ pREa�;lJi TFfE PLATE FRt�M RR" �IN:. ':�iE :`;;haiRACT4R WiLL BE s:ALLED OU? AT rd�ll'T:�.hE T� CORRECT ANY RATT�:NG 7��`' F�di�k'7GES CC3AflPL.AINTS, K. 6N CCJMt�.hEFYCIFeL .'�.VEC4UE VYNE�t� LOC,4L BUSINESSES ARE so'FF��T;EC, N(: ASrHALTING Wll_C_ htAE'E'E:h€ IN THE L.ANF OF 7RAVE6. WORK WILL F'RGC":£:Li EE>G�e 5� ArTCR �3L151t�lESS I-IL)URS, L.. C)N MAJO�' STFtEF�TS 4VHE:RF: "3�AFf'iC CONGf.:STIQN IS A PRGrwE�§, l�r�=: F',�T(;H N11L1 HE:: PRO?ECIEU 'F!!TH A�%4 INCN 51-EEL PLr1TE UNTiL ul1FFICIE��I �Y =;7vLmD. CONCRETE CONSTR UCTION SECTI6N 8-C�4 AND 8-74 GF �HE u:�RRENT °NSfJ07 5PECIFIv11T1��1 FOR €dCr.ia, BRIC}GE AND MUNICIPA: CONSTRUC:iGr'. P,. CALL FOft 1"a FOe%�`S f�S�rE,",T;iN BEF6RE `�LFSCENG OF COt�Lf{L7E. CkL� (36J) 29�-i85^: Tu SC�c�:lL�. 8. !d0 R.fl(?NCJLITHIC .�-R'viJRS A�LurvED PER THE CfTY C7= A.hdA,CCF;TiS �.^.ITY ENGINEER. IN d?FEcR WOCeiJS. 4HE S€��l"iALK; CURB & GU'T"FFR, GR':4'E`v1°�?YS, DRIYE`?JAY APRQNS, NdWEEi_CHAIsd fd�s��S, ty�. r?RE TO BE II:'DI'91CUAL P�tJRS AP�L SEP,4RATED BY A rae�ie ex�a�;s; ;� �o3r r, C. PR(7TECTEAt, `H= CG�vG�c�`v f5 iHE: RE:SPONSi81LITY (7� "7HE CONTF2F.C7USt. SVU GRAFfIT!, ���T. �.tiTs, Flh SF.?VG C3L.CMISHES 43R CTh�;�� OE3JECTIONkBLE� MARKS ALLt7WEL. fF A4r OF -l-.a i:�KES PLP+CE, T�i� SEC?fC�i� THA'i IS pAMAGED WfLL BE REPLACEG. D. CONCRE�t aHri�L BE fi� 5.5 SACK MIX V'liTH 4 2$-Ci'Y S7RENGTH flF 300Q PSi. APY iJrV1RTl�;� F"�i)P�9 Tts:.�i S!'E�IFICAT�ION SH:iG,;� €?� ?Pd +!�"�f;'1NG 48-HC1WfiS F3E� ORE C9NCf�E"'E f� �'LACCG. E. TH� PAN A:v;? Ys"�GS ;fiRL.L. BF: S'iAM�F��. ;?r USm {}� 1-INCFI CONSTRUC�ION FENCIhJG <';✓CC??RC3i.E. riQLLING IS N;.T Ai4 OP?ivN, F�. [7UKiNCt ':'HE =i�ST 14-[�AY.�"., OF Cli`r�,I:vG. �i-:E CGf�€:�riC;T(3R MUST PROTECT FROF�i r(iECZ;Nc=. G. PIi;K HJ�ES SHAL� BE �ROUTED rRvM TP�� Il��IGE �,IVD d}I_iTSID� ANI� TO BE IPvSFE�T�'� ?R:uR TO BACKFIL� OF THE MA�IF?OLE i3"�' �i�l[ ;�Y�':` iPdSPECTOR. H. Pi�."JHCLE FRAhfiES ANCF LIDS SNs�L> EE S_OPE� ?0 CONFORM TO THE STREET �e��,GES. I. GFS 6F MANHOLES N117HIN THE ?JBL:� R. �9:-..i�F....i+�AYS SHALL NQT BE ADJUSTE� ''C = 41si. GRACE Uf�T�! JUST FRIOR �`0 '4':v �9�;. .;. �_L i�A(VHOLES AN�v CLEANOU7� ::J ii?!{�A.'a•'Er AREhS �HALL INCLU�E A CE3NCRETE SEkL nRC!.7PJD THE AC?,1JSTFh�:VT RINv:� ?�:� 44iC w,J�REPV' ECtS ST,ANUARG DET/aIL S'i��--G2, °�'�i.iCTURE ADJUSTMENT APVD �EREN�":�-=� S�R!", K. fiL� h/„Nk10LES SF�ALL BE PROTE�:�TEE -�:,l9 iRT�,;Ss�N Cif ROCKS, GRA4'�L, !"J�TEr: AND u�iER �EEiRIS DURING CONSTR�;CTfu'�. Le TP v CtiNTtdACTQP SHALL INS7AL�, A r( _;.iP�EB�iCrfli�S 't� EXISTit�G Dt7WE� ST:��,�? hdAPv^d6�ES, SCREENS 6R PLUGS T:a ?�,>-`.�hSY F��u�GN MATERI�L��ROM EN7ERI:4G : �; F � : s:-:. > ;:.- a: ; d � r e e.X.,_ IP.G 4ANIf�4RY SEYVER SYSiEi?. �,,��_Nb ,}„ g�i_UG'S .��4ALt. F2fMt,IN €FJ PLf�CE: T'�:tv'Ji!C,f�iOUT THE �URA710N 0� COPv�TRl.SCTIJ`J .`�iN6 S}�IAf_L Bi= REPACtVED ALC;Pi3 eMlYt�i Trt� C0� LEC€ED DEBRIS AT TH� T��ie Ci.>' �'ti?�L ItJiPECTIO�J ANp Ih! TNE PRESE�dCE C�F � mse,IGPaA7EC REPRESEN7ATIVE �F -WE t^,k"`" ;F ANRCO�TES. CALL 36G.239.;95i TO SLNEDULE A64 INSPECTI4N. ALLOS"d 24 HOUPS �OTICE. #�. ?hi'c rL01� CHASJNEL INSIDE EA�:� FAA;JhiOL� SHALL E�E �Q?MED rF CAS?-it�-FLAC[ �vR'fLA+dp CEMENT CONCRE?E. : 1A�vNEL SITY.LL HAVE Fe �E:'+d;�IP,CULh,R :H:;��-SECTi4N ,4Pv[) SM�'JU�TH, IJNIFOf�M SLOPE >23M INLE? 4.C'i Ql1"fl..E=l'. Nf�1E:�aF` "f'�dE::E: ti?2 Ei�..n.�E PIPES ; c .a� : x ARE CONNECTCD 7b QNE MANHc?�E, 7HE FL6W Cf�iANN£__ .,f,&LL EE I"�'�.�,:,9E� 7�J SMQQTHLY DiRECT FL01N FRO§� i�awEi'S TO OUTLET. (�. STEPS CONSiSTING OF CiN� (?j INCH GIAMETER H4? EEF��- ,�V�;a +�AL;"H?�g`t�C GrFOR`AED BARS SHAL� BE ;NSTs1LLEG ts: ONE (i) F00T CENTE�::. �hC}i .d�P��GL: SHh�I..L HA4E A MINIMUM OF EIGHT $�j I�GHES OF AD�fUSTMENT BRICK �R CvVCREiE RL?.�USTING RINGS F3E:�T�44°E:�.f.:N �T�HE: �i{7;' f;a� T`:-�e ;;NE AND TNE BRSE �F �:� 1�9�tiHOrE g�€r3'�5k_. 6. MLL TESTfSJG AiJ� CQt�iilE;;Tf:,�1S '0 7HE EXiS€�NG R,9A!�le �kiF;�L BC Lt?P4E IN THE f'RF.SENt;E: d)F� 4 I�°E:SIa?�I,•°,TE: REPRESENTATE�dE C}F THE. �.I�7`x° iiF HNACC)f�'ES. C'ALL (3G0) 299-1�55 i0 Su��4?UmE AN INSPmCTEQN. Ai.L(ik'� L��-HC3l1FfS �Jt�110E. P. R L6Yti-PRESSUf*E ,wIR. �EST AT 5 P51 FOi2 95 MINUTES Fi}R SEWER �9.41NS IS REQUfRE6. PRETESTf6�G ;� ??EGi.+li`i£G, �E�,'CF{ED'JLINC A FAILED T:ST f�AY RESULT IN SEVERAL DAYS 6EL,4Y GUE Ta CGN�vIC'S ;f'ITH f1THER PRc�JEC7S. CAL� (360) 299-1855 TO SCHE�ULE AN INSPECT3Pi. /'iL:��g� :t4-FiCl4JR5 NOTICE. A RE-4N5='�C�-f10N WII..L. Af:'f'L.Y, Q. UF`JN 1PaSP�C"uPv f�FF�s�'J�.� BY 7HE CITY OF ANAC��TES 3'SJBLIC W6RKS II�SPECT�� AND 1�H�: `JIDEO ;A�F�P'�:C'ltlP� RE.QUEST FQRM IS COt1P;_EfE::d) k§Y fI1E: C:C}N�7RdiC:.1-CSR. �I��1E CITY 9r 4f����G�7�5 FP&':N7ENANvE CAMERA CRE'N VaILr PERFU(;M A 41fJE0 INS�ECTIi:N QF THE Ss��ITR^e'! S£�N�R F�AINS TQ DETERMINE CLE�+'.LINESS, RLIC;NBtRtNT AVD PR6Pcr� BE:I)DINf� �F?�.�' i_:'�ES NAVE BEE'� �'LUSHED. CAL.I.. �i�:r. PU3;_IC 'eVORKS INS?fC':CR Ai (380) �'��-i��5 i0 r��?ECULE Ai'POINTMENT. 48-HOUR NO110E REQUIRED. (SECTIQ!� ?-1:.3;2}H,. A REINSPECl10N FEE WILL APPLY PRIOR TO RE-INSPECTION PR� INS'�C�iCIV CHE`°KLIST IS AVAI� ABI F PRIOR T4 4 VIp�O REQUEST EROSION CONTROL A. A CERTIt lEG �;v5!^� %ND SEDE�9ENT CQNTR�L SUPE�2irISOR IS FdEC)UIRED. T€iE E�C SUPEI4ViSi?Se ?JiJ�31� &idVi:_ AT�I�Ei�.PeDElJ AN CROSION A�l� �E�.[�IMFhdT C(BI�'Ti2r,��, CLAS� 4'i°ITHihd 3- Y�R35 >k�.� �T�CJI°4YS [}A�?E. hMUST PROVI6E v�R':IFlt;A71QN CAIt[>. B. T31E CER�'��m� E�C�:;;N AND SEDIMENT CONTROL SU!'ERV!SOR '�+ILL OVERSEE f,�D BE ftF:Sf7f1tJS�RI_�: >iiR %:=�. �:RUSIfJN CONTROL. THE FACI�(=1ES SHA�L BF_ INSPEGTE[; i)<lILY AND Pidaif+lTA::JEW TC �F3SURE PROPER rUNCTfGN€fJG. 4�dRITTEN RE��RDS 9HALL 9� KE�T' OF WEE��Y PEVIENS �.�Jp AFTER E`,�EfTY SIGNIFICAtiI� SiOF.�§ EVENT OF THE ESC FRCI�I�iES :t:��:�€: T'riE 4h'ET SEASON {4CT�JBEft 1 TCr APRIL 3Q). M4N7HLY ftE�1E°Pt� 6URING 7�E GRY SmAS�N (MAY 1 7Q SEPTEMBER 3s;}.. 4�F�RITT�N E�EGORQS SHAf_i_ 3_ TURNEC ���C� ��� �ROJECi MANAGER OR INSPECTOR� 6N A 4YEEKLY BASiS AT TH£ W'EEKt.Y >(:h:�:��J;..F.:t} PRt?JECT MEETfNGS. C. SHRL. EE IhE �'�:�C� PER THE APPRflVEp SET �;� PLP.!JS PREOR T6 ANY CONS7�tl;�:�;�� STArT. D, THE E��SI�<� �ONT�OL SHALL BE INSPECTE6 ON;,� �e DAY A�JQ MODIFIED TO Pf�Ei T�m SUftR^UPv�;NG C`JlV�iTlf?NS AS NE:E:I:)E=[). E. PROv`ICE �-`< jIGN DISPLAYlNG A 24�-F€?JUR CQNiri�7 �.13i.lpv€BER A€�1Q NF�hAE �F 7Hr F4:a SUPE�'�f:SvR. TNE LETTER Si2E SHALL B� A€r41NiP�Ui? OF 2" LETT�RS. TI-8iS SHaL_ EE :�d PLACE PRI�R TO C�NSTRUCT€ON START. REB�EP#r^.�ER, l`NE LOOK QF THE SIGN V4LL ��. ,� RE��ECTiJN 6F THE CCJNTff2A�'TOR AND �[VC;�b?�R A'�D DEVELOPMENT. P�. v�AINAGE OUTLETS ;sTu� ours) SHALL BE =ROi'sCED F'vR EACH INDIVIDUAL _�iT. :iTiJB-OUTS SH�I.L C6NFOF:4^. T�U ?:tiE F;)' L�i�,'EPv�. - EACH CJTLET ShiALL BE ✓w�i7�,EL?` ��u�e`�D �T THE LOWES7 ELE4',4ilOfJ a`� TNE �CT, 50 AS TO SERJICE ALL FUTI,=�m �SC:�=" �6NaFS=0JT5, FCbD71NG DRAIRS, C�,€Y'E'�`te`��, YAF2G DRAINS, ANU ANY l�!`Fm� SJi?F.=�E yR :sUBSURFACE DRAiNS NEC�a�ds@<':' rC} FiE�1bER LOTS SUITABLc >0� .iE.� .'�-Eh�up USE. EAGH OUTL�T SiiAL_ -iA.�dE ���;.'".E FLO�NiNG, POSITIVE DRRIP�kGE T; f1i� ;��RQ4'E� STORi� WATE� GC1�VE'!A:��E SYS7Eh� C)R �0 AN APPF2CIVF�D ()wk�I�F�;f_;.. ;_f:•C:�"";.:Pv. � - OUTt,ETS QN EACH LC�T vi�tevL 6E Lri,�l'Ei7 WITH A SECTION OF PVC PS�g AiAr�KED "STORM°' ON THE EN�i ✓F TH� FIPG oe(va SNALL EXTEND 36 INCHES RE;C"r� :riE GRL3UNU. DRAINh'GE =ASEMENTS ARE 4�QUlREC FOR DRAINAGE SYSTEMS DESIGPV3TQ S6 �47NVEY FLOWS THROJGH IN�Ii/'DU�� _0"f5. - l"I-IE ER6t�4NE",ER,/�'�JN�1"ft?,�'TtiR 1S f�E:SPONSIE3LE:. F'��2 CC)CJRI3INA"rING "iH� �G7E'.ATI(?NS Clf.. ALL. S�TUB ()U"i t;t)NVE_Y�,`�C;E L.INE:S WITM RESPECT �IC1 Ul1L.I1�lES (E::.K3., pCWER, GAS, TEiEFNONE, CABLE, E?v.; -- P,LL !PdDi'di�UAL STUB CUTS SHALL BE PRI`JATELY ONlNEC ANC +#R€NTAi€vED BY THE LOT C;Wh+IER. C3. GA`sCH 8A`s145 AT: TNE �E.i�B LINE SHALL BE RECESSED 0.' FmET. rr. � �� . � r.. s �. .r F. hLL. ST{)12P,fi f3f?AI��A.�,_ �TI�lP4.TlJRLS, SUCH ri5 CAi�,ll ��S9��S kN�? �„�,:>{OLE.�, NOT Lf3Ch"Ei S`d;TNI{`$ 04 TFla'#E� ED„ PAVEC ROAEaWAY L�R. GtJPdCF2ETE S:�Er1�LK, 5Ft'HL� HAVE L�GK'�li JC-�. AL� C�Ft:�S,�.GE S11:UCTURES rhSSQCItLT�� 1�`4';i{ �, F'ER�^isTlF3VT DE7EIVT3GN (�ACIL.II�•• e;€�:s3§_:.. f�iA,'v':' If=CK1PilG� LIDS. ALL. DRAiSJAC;(:: :�;T'�:;�'�"iJt',f:S €_:;i'P-:T'EC� NtITiiIN A BIKE UR Yn'h�KIP:;; P4TFi SHAL� NAVE Lt}CKING LIL��. Q. ALL v�7uH Br�SiS�S uRIsTES SHALL INCLUflE 7HE �T" ;8�11�dG '��W3TF;"iL TO SIREAM, QUMP NCi Pr�L: TiaPrTS", P.. CA7�.>� k'3AulF3� ;NAL.f_ C:C9Rl�CiRM TC7 TYF'E Ip TYPE 11, OR Tf-I� !I�LF:T TV`PF AS 7EF:NEC IN SA.iG' r3�'lNR STr51�DRRDS SPECIFICP1710i�S ANC S'ANGRRD RLA"d�, VY3iTrl FLP,T ':OP FRR:�E ANL GR�TE. S. CA4C€� BASINS 4�UST E3F 5ET Ta I..INF GiiA[7E: 4;Sf?��: tJ{:} MOi2i: 7HAN TU4'f} (2j ACJi!STMENT RI'7GS. 7. ;"H�v GAS-i- IRf}N F�RAME: MAY HE: PI..AGE:D F1..AFIGE �OWN ON A6Jl1STMEM1dT E3t..(3(;KS :'d �BEIS {?F PREd:AaT CQLLAR. T6iE INSI'ALLA7ICN CF �A�":H nASINS SfiALL INCLU6E �i�'!Rm :S^JUSTM1hENT ftS Ms8'f BE RE4�UI€iED iv FIhdI�F: i�A[�E. INSTALLA.'TION '�+1THISJ :r€E PB�vEG w?C?:�[1Vb'FtY SHai�.l.. �3t FER �'HE d)ITY t7� fst'�Ai;J�2�i�S �1'YPE I GATGH HASIFJ V��Tii "::�-ihECi� Et�i2RIE�i GURB C7ETAIL UNLE�S Si'�.C,:=3ED :;5 �-HRU-CURB lNLET. l;. C;�, ,��f IR(}N FRAME �(7R TY�'E:�. I d",�,T; �-0 .P,�.SI! SHALL ACCiiM1€M��4TE A 20-':;JCH k ?�_..INC1i GRATE. 4, ���W-PRF::SSU�#k:: AIR 7ES'f �'T� .`; �5@ �*iiFt l�a i�11PJUl"t::S FI�R SE:VdER AhAINS ;S e�::i�!;Ii2F:4}, ':3iE C9�fY OF AM1lACORTES �I?,i�iTE?dn�:U� CAi?@�i:� Cf�EYV �%ILL VIDE�3 SANf7�,�Y �E��:E�i ��J STORM SE+NER i4AINS. =;A�L (38v; 293- �2i TQ SCHrDULE RPr��INTP�E:J�. 48-HOUR NOTICE REQUIRED. E,�',� ;il��! ?-` 7. 4;2',i#} �h'. T�: C;CJNTR�hC7pR SHALL BE =`E.a�v:�:=[: TC! �:_�.iE ME7ALLIC TAPE �iVEft ALL 3� aNME'1ALLIC PIF�ES. THE� M9�'�iAl_LEi; �8tis�c 51iP.�L. 8E A P�IN!hRUM OF 2 iNCh;ES I�d WIC7TI; .^�+�t_7 P�AGECi CCJNTINfiOU�;LY �i't�i; E;'WxE L�PIGTH �F THE 5TORhR DRAIN ���RE�i3;E�4. X. Ai.l.. TRE:NCF€ES FU� STORM [31?Ai'�` ��i�,L� ?e IN ACCOR�ANGE WIiH SECTi���< 7 CbF THE: �l.;RRENT YVSDQi 5PECIFIC�"T!^s4� FGR �ufi65; �RI4GES AND P�UlJICIPAL CONS?RUClltlh. `°. �.:.'v`� PERP�,�i[VEN7 F`L47Yd CUN sRt'1m F"�°�_`;mI:Y" J�:�:I� AS ,4 TEMPQRARY SE l_€€..INv�G iS,4S99U �H.�LL BE MODIr�fED Vs'17H 7'tiE 4��(;ESSe.�a' ERu^SI�3f� GOi�TRQL iqEASURES ,mh,9D SHALL FRQVIDE ADEQUhTE STOfeA€�E �.;dtt'f�,G@T'/. �r i?-I� FACILITY IS TPJ FUNC71C9€� :1`; AN I�f=iL.FRAiION SYSFEM, 7HE ry`f�Fh�?F,RY >F�t:lt_ITY MfIST SE GR�D.FD 5t) �T�Hh7 �7HE: �li"1OM AND 5€DES ARE A L=AGT: T-�P,E= 3 FEEi ABOVE THE FINAL GR.'�CE Of TME PE�MANENT FACILI?Y. � � Z. 3�ERFL.O�J, SPILLNlAY9, GFi�k,-E� =:;.'v.P, �At:'v7J4h'S MUST BE CONSTRUCTEC PER ?LANS A",'� SP=CIFICATIONS. NO L��_lf:r"�P�^. =,S-C�fJILT FOR VERIFICFTION REQU:�:�; De fi.A. :;eUARRY ROCK ,�9UST BE SrtaRiG` ".�fiR�'..�..��. C3URR$!�E Rt)CK. Nt; RECYCLED F,�AT'ERIAL. F.R. GRAS5 LIiilED SYdALE SHAt:. k`F: ��7N�3:T:iJt TEp PER THE DE7AiLS PROV;GeC. P!6 Dt1/IAT60N5 ALLOWED. ALL 5'tr`6oL=S M1?UST �E OPERATIQNAL BEFOFeE AGCEF�Td;NCE. f;C. 4�INIFAUM i-FQCJT SEPARA��Ei'a� h?ET�4YE::hS FIF'FS 13ed TYd'E II CATCH BASfNS, S. THE Cll"Y C�F f�NAC:�RTE� EPJ4�96�FE?ffNG CJEs=-.�TMENT MUST FSF M1IOTIFIED AT LEG.ST 4�- NOlJIiS WRE0�2 7f} COh114iEiJf;iPBC i.,�h�.`.S7€�U�:3�[€�'J HND FfJR IfvIS�'�(:TIt�P� FdE(�[lf�.`aTS. ". iNSPECTIOR�S SH,4LL INCLiS�E P9PE lNST,�,i_L:?49�JN, P1PE BED�ING, BAGG[hJG, THR�.��T BLOCKIM1iG. PRESSiJRE ���� -�IG ,s�dG T�eE�3Ci& :�ACKf-1LL. ti. TESIING PR9TOC9�. PR: � T., L�:�SF�Lv u�l, A PROC70d2 ANL S€EVE RNP._YS:S SHkL� E3E SLlBfiA177F13, REVIEW��� G:;':1 €�'r`�1eii�i::i :3`f TF�E C!'fY Of�- FrPs�ACURTE::.�`r 0� k^.L r: : _ �t � �• - v -,F- - '�. :ac� THE CIT, OF ANACQRTES TEv11i�u PhATERIAL USECD iN 1NE F.l. .T ,,: hn SCHEDtJLE. V. THE GQNTRAC70R SHR�� F�z .1SN ��L !�B6R, EQUIPMEPvr AN�7 INfiTER��L 'v GIS:hfFEvT, �LUSH ANQ C4NDUCT r"� :��c�:�d�P� T=ST .`'JF THE COhhl'L£rED WATEI2�Ir'E �.S :F'EC;=IE�i � ., n r - ti: - : F TH CJRRENF VERsIO�d Q^ 'HE 's7�, .�faFeC IW SECTIOh3S 7 11.3 "i &E�a 11..,� .� .� E ( , } ; z� �_, , C �reh&);E: %�.PJ) UNI,IFAL CONSIN.UCIlUN. SFF.{,IfIf,ATI�PJ.. FC1F2 F.Cr... C L M. C' W. bECHLO�.fNIZ1ti10N tM�.L �E e�E(�UIB��fi QF .4LL DISINFECTION NlfiTER Ff_:.33�d�C rs�0�! NJATE��fiLINES WH!CF: CA�N.`"-'T hE C;Ci''vi%E:�.YED TO EX!S71NG So°�NITAKY SEbk�;e S�'STE:'JS. X. THE WhTE:R L[NE„ IPJC!.��ING tHE C?kP. STL'1PS i� TNE 'dJATER �EftU%u�a„ ���ILL P= 6'E��:�.�l1�kZED Tt� 2.�t7 PSi iNl'TH PlC9 Cft8�A7EFt TlifaPV A,`:i PSI F�RF�SUftE�. C7Fd4:rP f)4'ffi:Fk A '�.'.._�-fC7Ul? PCI21d�Li. TIiG CI"I'f i7F ANAC01'�TES f'UL3LIC WiJRKS IPJSPECTb�:. [I4GINEEh' t7R C7E51Ghdfl,TQ REaR�SEi�dTATIVE SHALL WITNESS THlS TEST. Y. 7FE ���7RAC?Q9? Sk�saLL NO?1FY AND COORDEiJA7L 'N!3i". ?NE Ci?Y ;�F ANACORTES k°df�.?ER �E�hR��h�f4T ?RiL'R T6 THE START �F COEVaiP�JyTIGN ,iP�� ?RIdFt i0 ANY 4Yd.":F�:k Si�ii� �F"h i:e� :"URN t^,N iNAT WiiL AFF`�(`.T" i"s�= ,`VATE� S"Si;:ia9. WA7FR in::?s+.P.':B�3E.Y: i� �'i_".�°'�..�::Ftha°EL Ik9LL OPEfel07E L�IS�ili:EifJT;�,".�4 �`;x€_5�=:::i. I. :�.�:�F:e:idU&.uu i°dr`-,�E���f�.ENE SHUI� UOWNS� 72-HCIURS P�i;':1Gm R.F. aIJI:��:D. i;UPd7rhCT !36U1 29�-792i r�Oft SCHEDULING. , , AA. �=:(�E:�dGE:P�CY zb4�T�e:Rt.BNE', SHUT p0's'dNS: t;()h€T�A:;�" ?�ai��} �9;�-1929. �7�HE WRiER �E�'�ARTP�hE�I i'!d!I L EiE NOTIhIED, AL�O, CC.7R4T8?:;" ?�;-1E f�U��i : WC+RKS INSPECTOR AT (�sa} ���-���� a,rao {:�so} s€��--aa�ae HH: (`,f}IV�f}t4f`,T�tJR IS FFE:SP�NSIBLE FOR CrF37AlhlIIL�� 7"HE WAiER SAMi�'I..E: �0?TLE FRO�A THE 5KAGIT COUNTY HEALTFi DEPAI�TMEN PRlv�i TL} SGtiEGiJLING BACTEftIAL SIiP/�PLGNG. THE LENGTH OF PiPE WILL �ETERMINE :T:1E �7UPABER OF SRMPLES TAKEN. q. TRA�F�C AND PUBLIC SA��iY: A. FLAGGING: :LL FLI�GGERS MIJST HAVE �LAGGINU CERTIFICA7ES ANU PAE�S7 N�a�dE AT7FNDE�.C3 �, %��LA(;G914G COUR�'�'E: C)R i�tV l"}FF� [bl1�TY C��l_I�E: �➢FF�ICE�.R 9S REClUIi�E��;. T�E J4[3 WILL �m 5HUT D��+N IF ANY UNCERTiFIEa P�OPLE ARE �`LAGGIN�. A STc�P �°a�Sf�K QRCER 1i`IL� BE GIVEN ANf� WORK �h1ELL N6T RRCiGEED 9JNTIL A CERT!F:E� PERS�i� IS FLA^vG:l�lG. B, SIGNAGE: :��L SIGNAGE P11U53� F3E QER THE MANUAL UFd1�6ftBA TR�IFF6C �EViCE�. E3E:F4)(<E: ,IC� IS 'f0 BEGIPJ, I-'RC)B��=R SIGNAGE Wll.l.. f.3E: lJ f3LA(',E WITIi F"t.fiC;i;EF;S Ih PLACE ;�_ :vEEDED. E3:TRA SI(;�J�GE f�iAY F3E hdE�DGD. BG rtEADY 1�Q 4�E'd7 SIGFJt IF� hIEEDED. C. TRAFFIC CONTROL PLAN: NEE:Ia T� �E SUBMIl7E6 ANp APPROJED c� THE ASci5Ta3'�7 i�ITY ENGiPdEER Pfifi?� �'0 CONSTRUGTIQN START. TRAFF�C �uPJTR.b;� PL.fzFi .�.,� ,^�,E_i_ INCL!J7�D i!�1E: I..v���&";li;�l OF 51fyNAC;F, FL,4GGEC2S, W(7RK ;:'.C�Nt:, 5.��-.�E 2GPi'��; �f:? :�"AFF�C FLG's'J Ai'�C �:�eCQED DIMENSIONS. NO DETOURS ALLOWED WlTH�UT .".pPfiO!/AL FRGh,9 TFit `a�.'15TANT C6TY EPJGINEER. �::. FOR STRE�T CLOSURE: S;ALL vi':. �. CONS71iUCTIdN SAFETY: 15 �I�HE: �a.S=tl3U51811_ITY (}F TFiE CONTI�iAC79a, g, ROADWAY EMBANKMENT AND SUBGRADE CONSTRUGTION: k. �RUWN�� SI.:RFiai;4h;G s�:�.L� EE �'�JP�3�ACiE� TQ 95% OF MAMIPAIJ�,+9 L�EP�:56TY. "d0 �'�:;�[:i.c[) P�-9AT�ZAf ',I:.::7°:Y�::17. �. �i�AS:,hiKi+AENT ;ts�J �E'� GRh*CE ?,%UsT BE COMPACTEQ TO 95s 'JF �tisX:L?;)hq ;acEvSlTY. v. F>c'�AER M%ISRi�E a':1rT �� F�AINTAiNED 7HROUGH�tJT PLACIhG APvJ GC?PiPnCi1NG. �. C��SPACTICI� TES�3F:v iC BE ?ERFQRMED BY AN INDEPENDEh;T �FE, �SE A°°MODiFS�D PR�CTfSR°°. 6. iRENCHES IN �EVELOPED RIGHT-OF-WAY: SEE CITY OF �n.�d,?��r�TES STANDARD CONST�iJCTI0f4 DETAILS Ro�'�� SECTIS7N i OF THE CURRENT WSC):i S:'E:(:IFICA710PJS FOR f�JAU, BRIGGE ANp PAUhI::Yt�r CONS"I�tUCT16N, A. PIPE ZO€JE SHreLL BE CQ�PA�:7E� TO 9Di OF� �dP,XIP�UM DE�1S! �Y. B. 7ftENCF! ZdNE SHALL 6E COMPACTEb TQ 95% +JF MAXIhAUh� QENSITY IN 12 INCH L9F"fS. {:, CRU."iHEb cU:i>AC93VG SWALL BE COYIPF,'C-E6 TC 35s Gz P}<taXIMUPA QENSlTY. NO RE�YCLE� F.{�.TERIAL ALLON+ED. 7. DRAINAGE SYSTEM CONSTRUCiION: A. APlY FC�hhA'�FNT FLQi+d CONTROL FACILI'Y US�C �:s n iC�i�ORHRY SETiLING 8A511� SHALL BE f;40UIF1ED WITF% iHE NECESSPa�iY E�nSivN a�a^��l`P.OL MEASURES AND SHAL� PFRfJVIDF: AI?E:(.�UFeTE STORAGE C,4PAC'.:�f�Y. iY� i?iC:. �'r1CIL:�" 9S TO .>`UNG7IQN A5 AN IN�IL7fiiFlTiC3�.'�k 3YS�'EPA. THE iEMPflR61[dY' fi?�lLiTi' �iiJST E3� GRADED SQ THAT Tf�IE QQT7(?P� AidQ SI��S P,RE A7 LEP,ST ?iiS�E� (:37 F=�Y ABJ4E THE FiNAL GRAaE OF 7HE PERMit�':VEP�T FACILITY. Q. !7VER�LG�a :, SPILLWAYS, CRAVEL �ILT£p� :�fISVDQWS, ?�UST E3E CONSTRIICTED PER PL6ah9� A"�1G SPECIFICATlONS. NO DEd':P,71QN5. AS-BUILT FOR VER4FiC,�TION RmQU!REG. C. �UARR" ��CK MUST BE SQUND '°HAk�° DURAFILE �COCK. Nn RECYCLEG MAiERIP�L. C. Gk?1SS LIN�D SWALE SHAIL BE CO�;STR�JCTEf? PER THE DETAILS PRCti:DEC. NC CE;9AT:ON �LLOVd�G, A�L SWA�ES �iUST �E OPERATIQNA� BE�'ORE ACvEPTANCE. E�. (:d4�Ti:F� �v,�.�iNS UliSi� F3Ei: 5E:T 'l� Lifv�E URAL�E U,�^`,IIVC, Nf7 PAORE 711dtN 1Wa? (2) ADJ!��;:'.":��;T BRICKS. �. �liN,@�U�? 1-rOQT SFI'ARAT7(7N t�EiNiELN PIRES g�tl 7YPE�. II {,/LTCH F3AS@hd5, S. RESTORATION OF RIGHT-OF�WAY: h. C�J�?RACTQR MUST LE?!�� TNE �:UiiT tJF- WdiY, EQUAL TO EXfS71N� GR EETTER GC'�rI�1C�v. �. �:�;;_ CC)At�F�AQ7E.J �i��'<�EL ;SECTIC1Pd 8-14,1{1). i2) AND (3j) ANL, :EED AL� ,�',�^:=.�.Z I)IS�rURE3[eL' "r3Y ���.CA'�!-"il'iC;i^=1. �SE::C�76(3iJ 3-14.2}. i. 3sL> GRhISVAaE �YS':E4Bs �31;- EE �L�LLY' CLE/3NEC, RESTORED raP�G ii�'Ef?o9?:�,=PV�%L EEF�i2E FIM1'!1L ACCEPT:��:CG. ;S[CTI+�N 7-�07.3). 9. EINAL INSPEC'T10N AND ACC�PTANCE: SEE SE�T&d}N 1-�5.":`: A'�4 G��410�d t-03.5) A. l"rii.F.N CbN?RA:;7G� F{q� �;��q�LE7E6 ALL OF THE 1NORK ON THw �.���Cr�6 F��P;S, THE COI�TRkC'G�C kti��.L: - GCiMPLETE Il-@E "'i=,'JAL INSPE:TIO[U GUIDELIPJCS F{)R Cd`1iU7RACT+�RS ::VSP%n;::�� FCJRA�V". GIVE TNE C�MFL�7ED "�IN�I. INSPECTIQN GU9DELIiJES FOR CCt�iT�CfiuT��i� :"J�r EGTi�� FORM" TCl ?HE PFV !N.�',Pc:`?OR AND REQUEST A SITE INSPECY:Cf�, :eL! S:'� INSPECTION� fi�� 4P� WEGP�dESDhYS BETWEEN 3 AM AND 92 Fh1. Ei, Th�IE PRO,tEC? �B�.�RGEr2, �RGINEER OF RECORD, INSPEC76R, ;���1�'��=;TG:.'< AN� OTHER C€TY t!= fiNf�^�RiES DEPAR7MENTS WILL WALK THE SiZ o2Ni� u��ATC A PUNC}4 LIST. ';NE C�hiTRfiC70R WILL COMPL�TE THE PUNCH L:S� �.'JG uN=M�t QF'-' EAC4i €TEPf:, TFiESti RE7UR� IT TtJ THE lNSPECTOR FQR REI�WSPECIJ�. i iE ;:JSPECTOR WILL VER€FY T�Ai ITEMS C�?� WALK THROUGH ARE COMPLE7EC. 5TC?-��QS,rt CURB/GUTTER AND SIDEWALK WORKMANSHIP AND AESTHETICS 1, CURB, GUTi�.R ANQ SIDEWALK C6P�STRU�,T::�N SHA�L FOLLOFV A TRUE AVD UNIFORM H9RIZ�NTAL FtND VERTICAL ALIGfeMENT. �. -HE HO�:ZONSAL AND UERiiCFsL SURF'.;ES aF�ItS,vL EiC A 5MOQTii �,ROOM FINISF[ �'r":'..1 R4 DET�CTABLE FINISiiING BLEPtfiSH'S, JIV6ULA�iLhS, RIPPLES, SWELLa, 9iVAWES, RUTv: FU�R^i'J5, GRAFFiT: OR 4THER <+BaEC?i�NABLE UARKS. THE END RE5ULT SHALL 3r fi P�EAT Y�v�ES510RIALLY FIPiISHEJ AP€'EARANCE. u. TH= ECG� FINISH ADJACENT TO 7Nc EXI'dtNSION JOItJT MAFERIAL SHALL E3E CLEkN AN6 F�E� GF EXCESS 5! IiRRY. TWE £X?ANSIC�hI JO[NT MATERIdtL aHALL BE TR:M°�EC ?0 A LEY�� �VEN WITH THE ADJACEiV7 �;�NCRE7E RESULTIFfG IN A hlEAT AND F��v^`�SSIUNALLY FINISHE6 APPEA�ANCE. 4. 3P;s:: i;l8l` FNGlivEER. AT HIS%HE=_k 41)l.E. DiSCRETiON �ESERVF:S TNE ,SU?Hi7�:;"1' T3 ��'�iR 'iHE REhfiOVAL 0� SECTIG"�S (}F CURB, GUTTER k,Nb SI�E4YkLK THA7 ?C fVOT &aE'�Ei "fHE 'dVORKMANSHIP AND I�.�STNETIC STANQARD OF THE t;ITY (7F ,RNr.COP.'E5. 5. SECTICNS SF NEWLY CQNSTRUCTEi3 CllRB, Gl1TTER AND SlvciNALK, �I-iAT �;dHlBig vRRCKING FpLLQWING CURIIVG, SF�ALL BE aUBJECT i0 RE�'OVF,L r;�a� REPLACE?�yNT. - CRACKING RESUL7ING FRQM SUBBASE �AILURE OR CQNSTRl;:�7?vN SIiE ;,,a�9�„E SNALL BE 1t�MECPAiELY REMCV�.D AND REPLACED TO THr ME,3RES' EiiYAtvSiGN JQINT. MINOR HAIR LINE STRESS CR4i,KS MAY, AT THE DISCRE�':vti �F TF�E PF��°J��,7 hR,'aNAGER, BE MQNITt3RECt h,NG` REEVRLUATED FOR POSS:��E �eP�GJAi� k.T TN� EEJD {)f�. .IHE:. Me01CUTENAiVCE PE�RIJU. SEWER MAINS A. ALL F'�di� SCWf_f� PIPL thhJU F I i iINGS SHALL C4NFCRM TQ AP�EC :^:�E�" TH� RE�:J1REifENTS (?F THE Lr�TE:�T ,�4STM SFECiF:CRTV0IVS Q3Q34. ALSO, - PIFF AP��7 F[TTBNC,S SH�,LL t�1E�` STANDARD Di�ENSIt7N RtiT;u 35. - ALL SANITA€�Y S�;�dER FIPI�S ;:IALL �EAR lNE MARK �F TH� Rh';';f�i;� SA'�I7ATION F6UND&ilO�J. - AL.I_ I�'IPE: SHALt.. HE:�. SUlTr1�t..F �CPR USE AS A GRAVET�Y S=�;v°E�e C�TtiuU:'". - PIPE SNALL tiAVE FLEXIC3LE JC:NTS. �3. A9_L F1F3��VG4 AhJ[) A{;{;E_S�tJfdlkv� SHALL 6E M�,NUFAGTUREC) Ai�E: =a;°f?tiiSiED BY THE PIPE SUPf'LIER +7R G'E k�l ,�P�-Rc"�`dED EGUIVALE;'�T AN� NA�1E ��L_ Y.Rl�;�R SPIGOT C6Nf 13JRAll4)N 9D��ili:AW, ?'C 'Fi�F.7 C7F CHE PIPE. f�ANIdO&.ie CC;JPLI;�GS CORRESPONQING TO THE SI�E Or T8-!� �Cl�'E� :�:�� SHALL SE USED. C. 8-1NCH PVC S�,NITA�y' S=�'>.':.� ?:PE SHALL 9� USEU �CR SI6E Si::VJE:RS, SIDE SEWERS WILi BE GOP�STF2UvT�� AT �; P�If�:�9UM SLflPE 4F 27 RT Tt�E LQGATi6NS SHOWN ON THE PLANS AND HAi/� A'� E�CH iEST WYE A? TH� EXiRE:i!TY, PLUG^�E':J ,4ND BLOCKED FOR �ESTi�JG Aha FUTi;3e U�F. ;lCsF.. SEWrRS `xYYE SHALL C;I::. FfsCT;�Y F3�ACE WITH MATCHED ENDS F��i RUs���� �,�.�KET Fi�NGS, NO CUT iN '=ES 5H4LL a'�E PERRiiT7ED. A SI�E SE'd4E� G�Aug ;1�6.' I: :..�::�a5 'TII.A� 2i PAAY [�(: �N�'I��VED QNt_Y t3Y THE ENGINEER AP��i 'HE v:T'� C= �.�&GORTES UPCN WRI77EN �FQUEST. [). 1NE EPdi? ()f` t::d+f:l ���i?Vl �.��r<`°' �=S::Yr'E:R S7li� SHALL BE iAA?��E::[) VdITH A PRESSURE TREATED 2X�.:? SH�L� E� PLnCED !?T THE ��ONJ L!N� 0=" TNE STilB AND EXTEP�ED 4 FEET AB�V�� �fFv:SF��� GRAD�. :H�RE SHALL L3m A PER"�ANENT MARK LAdELED "SEWER°' �'ITH A DEF7� 'Q THE FL0's�,' r:Nv SH3YdN Ohd TNE 2X�. E. RUBBER GASKE' S�AL� �� IlVS-AL�EQ P�eOR�RL'�' TO AVGii: WATER INF81_TRATlON ENTO iHE �9ANHC5�E. F. WHEN Ci7NN�G�iF1U T�� P6FE ?�: MANHC�ES, USE A--L�!� FLE7(IE3LE CONNECTOR, KOe�-N-SEA� �`:' RP, 1P�I�,e �* =PPR04'EC ��UiVP.LENT. �iiE PIPE TO MANH6LE CO€�NECT10t�:� RECtJe�E �;.�X:��E �'ONNEC-�ii�, SEE Y�SC�T/APWA SPECIFICATIONS SECTIGN 7-+�5, �. F. THE STC7�Y�fl 6RAIN aYSlEM AND EX!STIStiG DI`C?-iES .�'�HALL BE CIEANE6 ➢AILY {SE:;Tl;,� 7-C?;,3;, hLL DFdAINAGE SYSTEMS SHP.LL �E CE ��:v[D 70 THE AGCEP3ANCE Q= -:iE CITY vY �NAC6RTES PRIOR TQ ACGE�TstNvE OF F�E PROJEC7. G. STA�:�I�CCb C�YNSTRUG710Pv EN7RANCES A�J RCinG'S �`{FiLL QE INSiALl.Eb AT TH� BFGihdh'=.NG (7F CflNSTRUCTION A�lD MkiNTAINED 1uR::�G THE DURATiON OF -HE PRt�,i�CT. A;7�l�".It�'�AL. ME�,ASUFiE=S MAY B.F. F��QUi2m� SJCH 1',S YdP,BH PA�S i0 ENSURE iHA� r.�.L Pt+`rm� AREAS ARG KCP- CLEf1N. i4"i s?U�i €S A�L�sib'�J 70 ENTER OM11Tfl CITY ST.'"i��ES. H. ANY SOILS EXPOSE6 1�iAT iNILL t�'�J7��� DI�TJRBEC �0� TWO {2) DAYS [�URING ?',-i� 'N�: S�ASQN OR SEVEN t7) uAYS fPv �'�IE :'?" SEFaS9N SHALL BE IMMEDIA"-ELY STfi�:�iZED 4NITH THE APPRpVEQ ESG `d�e':�i4:`a ;wE�01NG, MULCHBPJG, PLASTI{; C�`���?NG, ETr,.) I. -VJG 32.} WEEKS FRIQR TO THE CL°�'?lR�P�iG G` T�E 4YET SEASO'�F (OCTCEER 1j, ALL �:57l:��BED ARERS Si1ALL BE RE'r':vi?'Ev ?G i�E�?:FY 44hiIGH flNES CAN BE SE�GED IN ?i=�-�RATfON FOR iHE WiNTEP, �AlN�. CIS�:.b�EED AHEl4S SHALL E2E SEEC�E�J +�dl"fFilM1i QN (`� Vn'EEK OF THE BEGINNING i7= `"H£ :`dET Se�SCJN. A SKETCN MAf 0� 1-HOSE ,tkREJ°t5 T� BE SEEDED ANb THOSE AREAS i�? ?E:?4§KIA� UNCOt�,F2F:_[, SHAl.i.. BE: SUh�91i":E:C) 7(} €:iE FROJECT MANAGER. THE �:uJEC.t MA'��GER CF,R REC�UiRE SEEDIiG IhJ �661TIONAL hREAS IN OftDER TO f'R6FECT SURFACF 4°1&TERS, ACJ,hCEiVT 7'n�f'ERT'E� c3R JRAINFtGE F�ACILI7IES. e. FENALTIES FOR AN EROSIQN C�4TI��L VIi3LAT30N ARE SIaE?JEC� Y� P, �;GC� Yv �10JCf FINE UNDER CHAPTER 47.06 - FENALTIES FCFR VIQLATftJl+d. Eset.FV �s3'' :S �v�;SIDERED A C)IF'FEKEN7 VIC7L.R�TION. STORM DRAIN GENBRAL PLAN NOTES A. ALL WOi2K SFEALL CON�'ORM1 TO �I'HE CURRENT WSDC,T S?a�.1F;C�iI+��lS F�uR �dfial6, BR€DGE AND MUi`a;Clf�Al_ f:�l��TidlJi;TdQl�� CITY 4= AP�At;Cf��9�€I:5 [iF:1€�1��:.�: C;C)Idf::S RND CiRDINANCES AI�i� THE CI?Y uF ANA�ORTES ENGINEERIh7G ���: :�c�'LuP�E°dT STAN7,4RD5. B. Al_I_ P�3L.'t}IINYI.. CI�:..(7�;I�a� P�IFE (I�VC) AND FITFIiJ�S :,H�i..L. C:J�FQR`i i'C} AND MEET 1HE RE�UiREMEN7S i�� THE �,�TES3 ASTP,9 S�ECIFICATEON ;3�3�. FIPE AN�J FI771NGS SfiALL FezEE7 S€A�SL�RRD GIf.flE'�S�u�f �ATII?N 35. PROb+ISIQNS ?�UST 8E MADE FOR CONIRACTION AND EkF'ANSI�3P� r',� EACH rGINT W!TH A RUEBE� i21NC:, 5&:.<;t.lf�"E �_Y PI_a1C:�::U T(} I'�iF.b�NT bISPLACE�9�:"!-. �. ALL CONCREiE S1`J�?i? i�7VE Siir1LL BE RllBBER GASKc?ED, ftEINFQRCED C;ClNC�2E�,TF�, CULVER? �!r'E +��aPJ��R#�li�G TO SECTION 9-65,3(2) QF THE SFlI6 APWA S7ANd,4RD SPCCI FI CAm: ��:5, D. RLL COR�UGAFEu P�LY�T�iYmENE PIPES (C�EP) SHALL BE SM(JC7H IN1�FilOR ANU MANUFP.C'iJ�E� ���Fn4 � GN-DEiVSl7Y POLYETHYLENE �tESIN, Vi�#iICH SNALL MEET OR EXCEED i9Se RE(1:ilREM9E:'J"iS UF 31t�E III, CATEGORY' C}R 5, (�RA[}F: P3:s QR REQUIR�"�ENTa v^r Ar=.:��TQ M2�9. ALL FIT7INGS ANG �?CCESSOI�IES SHALL BE h9ANUFfi�C`"l&�Eu ,�4�;� >URNISHED BY THE PiPE SUP�r�mR. E. ALL 12 :'do:�H 9��U 3e INCFI DIAF�3ETEft CORRUGATED POLY`EtHYLENE P1PE (CPE} F"JR STORM S�e.�"'�"R :4�VC3 Ci.fL4'ER�f5 SHALL CCJI�PLY WITH T:�1E RE^wUIREPAEN75 4�' WSD07%�F�'A SWC`:iis� 9-0`i.19 CQRRIJG,4TED P�LYEi:�YLEhiE CULI+ERT PI�'E. Jl71NTS SHALL�BE S°��m TiGH?. ALL 3 INCH THRU 1Ct--fNCH 6:AP.1ETER CORRUGATED PGLl"�?HYL�NE PIP� (GPE SHALL C4MPLY WIT€i ALL `HE RE�UIREMeNTS i7F AASi#T� M252 A?.h�� �,'�.. �tz1Af�@3JF/iCT9JRED WITH A SRft00TH IN�G�.''�L LINI€VG THAT COpv9PLIES `v°r'1TH ALL MAT�a�AL A�JL ;,��TIF�F-NE:SS REC�UIRFF�=N75 OF �.45r'fd M'194. „(71N7C SHAi_l_ �E Sti:m TfGHT fi� CE�f�ED I� SECTION 9-Qa.19. F. ALL �I�dPBu7 SNFILL BE 0� LIKE MATERfAL. AGi THE :':z"E FlJF2�ISFiED Bl' TFiE Plre SUPPL:E�. G. ALr FEP�.S SnALL. Ec SU1TAHl_E E�(7Fd USE: AS A GRk`d:�iY LlRAIIJ C{}NDllI7. H. THE ENG L� ALL R60F ANQ FC011NG �?hiN SP!B c?UTS SHAL+ BE MARKED ST�R.? �RA!N �N A PVC PIPF:. I. THE �.�,RK�R SHALL EXTEND A MENI°�iUM C�F �� IN?�H�S ABUVE THE GR4UNQ. TH= P:�R':�h ABOVE THE GRC3UN� SHA,LL EiE L,�BELw� 'STQRM SEWER°' 1MTH HLAC� �Ei?E�S. IT SHALL ALSO IDENTIFY "HE :�YER' E1r T?':E ST°t1B. J. CLEPa�':�UTS SHNLL NAVE CAST IR�JN v&S�Se �{. ALm ;<;e/rWAY CULVER7S LOCpTECi k^Ji7if[h' Tlil:: 2:�ri?-[af--WS�Y nHA1.1_ [3f.:. 0(� fiUFFICIEiVT LEN:�TH i0 PRL3VIDE A MINIPAE:Mi 3:' S;.�S?m F�vf�i ?H� E�GE {7F THE L3RIVEN4AY TC� THE QQ""�E�9 OF THE L+ITCH. �. FOC:ItJ.�', DRAINS, R06F DfJNI€V SP�JUT� �"F� i'G:TR:�d DRAINS ARE TU BE C�NNECTE6 TQ THE ST:�RM DRAIN.hGE SYSIEf�fl 4i� S�'a`r`SLLS h� S�ie7�ld"'J nN 7FiE .".CSNSTRl7f_:T�f5�+1 F°L.P�Pr9S. P�. MIFE: "?;lt�! SLQFE QN R�QF fiND Fc7;i;UD�,-:v� u�AlAv STUBS SH,4LL 5E 0.5� A�D Hp4'E A Mli�€F�i��9 OF t FQC1T OF COUER. i�v"vF CR�.:NS fitd� FvUNf�ATION DRAfNPIPvS SHALL BE CCNS:�UCCED t�F PVC ASTM D303� sv� 3�, �h;;? ,4ST�1 F679. �/i4TBR �, N(} CON�JECTIOtV TO THE EXES':^JG 'ARIhlS WIL'� BE 6,LLOVJ£D EXCEPT BY PtmANS QF� Af� AF'WROVL&� k3,4CKFLOW FSiE.^��,"�:a�V C?CVEC:C.: Pf�IQft TO SAT1SFAi;iQFiY FLfliS�iING, TES7ING, DI5INFECTIONS ANp iZECE1PT ;� SATIS�ACTORY BACTERIQLOGICAL 7EST R�SIJLTS.. i3. ANY PERS�NS PERFORi!ING HOT TAPS SHALL. E3E:: APPf20VE[3 IN AQ�JANCE �Y 1�fiE CITY f}F tiNACflRTES. SUPER!QF2 "':"APw'ING lNC. ,M1,�T� {9} Ht;38-f::i�-9�21 (}R S�';dRS iAPS� INC. AT (425j 4ii5-476& ARE .�CCEPTASLE CO�APANIES. C. PIFELINE MA7ERiALS AND I'vS'kLLA71(JN ARE TQ C+JNFQRM T{7 7NE LATEST REVfSIt1N OF THE F'OLLCN!!tiG STANDA:�DS: - DUCTIL� IR4N PIPE �ESIGN (AWWA Ci50/A21.5t7) - bUC71L� IRON PIPE �1ANUrACTUR?NG PROGESS {AWWA C':�1fP,21.5':; - c�r��r� � �n�rer�a �:rai�c (Awwa, cnoa/Azi.a) - POLYETIIYLE€JE EP+iCA�Fk�9ENT (tl5^d'ddf^. ClD5{A21.fi} - C�UCTiLE ifif3N F"V�� J�a:'dTS (AbV'du'M, C11YfA27.17) - DU?;TILE lR��1 RESI'�IE€�T W£qGE GATC VALYES (A14°YVA Ca?5) - DRY �ljRRLL FIf?E i-f`s"'?�ANTS (AWIMA C502� - C)11d::1181- lsti4hd F11�ZF�;,zS (P�41h'tad,4 C16;jA29.53 A?�JC� C99C3jt�.:�.9,iCj - CrI:;IP+If=ECTlu�d� (6ab^1„"Jt? �:�51) - pl9{;"f3LE ih'.�..^.PJ i':?=� ifv: iAL�AIION (Atfd;�d�. C60Ct� OWh�dER vl��r.�L F@1��: +Fi Tt� THE CITY 6F ASJACO�'T=� =F'G:'^;EERE:'iu SdEPREaENTAiIVE CC�F'Sz�S vF �FlE :v�+-lFICATIONS THAT ALL MATE:RIFsI_S ?F:=�v.T ":iiE" .M:�ka'•�rFo SPECI�ICATICiNS. D. �UC+��E :=�G3e P;a� TG 8E THICKYESS CLASS 5Q �,� F'PEcSi>�� C€ rSa 350. E. AL1_ L�:YPILF:�. IH„i� F'IF'E S6iALL BE Pf7k_Y Wh,4PPED i�J r3CCCtRC."�.�10E WITH 3HF MANIlFs���(�L"FdE:�.i?`; {3UIC)E:t.INES. d'i7l.Y W32AF SHAeL $E S k":;L 4iiNIMUM THICKNESS 4FJD TP,PE✓ 4i 71�iE SEA�iS. LQOSC Qt1GGING WfL� 3� FG�CEL� RNC SECURED Tfl 7NE P1F'�, F. F'IftE �-1Y�?€iA14T�S ,`�.RE: 1�(3 HE M�_IE:i_L.E:.R MQfJEi_ SUPER CENiURIQ3�l 200, AYK OR M+:i. G. FIRE �€`��?RAN7S SNALL BE SE7 �,'ERl1CFaL PLUMB N11TH THE PUMPER PORi F,hCIEG ?FEE STR^.s T. N. �I�� HYDRFaNTS SN1iLL BE SET daS SUCH 7NPeT THE 8REe9K A'dJf�Y ,JiiINT IS fi4Q ��:�C?E "1'-ir��l 6-INCHES i4B(�VE ,vND NU L��SS �I�hiA�: ;?-;NCHES Hi3L}t/Fe 'lHE: tINISHEq7 Gii:?LF�_ l, THE�2E SHlaLL 8E 3-FQOT MINIP�4JM LLEe1�T,NCE seRQUND THE FIRE HYDRA�ITS. �. �"IR�= Hl'CIRANTS 5Ha11_L HAVF Bw I;ED 'NE,",� RR:���C: C?R £QUIVfi�LENT VJITH b" S7QF:a �I�Ifi F"��ALE AC)AP7'E�f2 Wii'H CAP AND C()�JNE::d;T1P��"., C;�.BLE. K. TF�� W6aTER 5Eft'MICES 74 THE I'Fit7f'E�TY LiNE =�S{iM THE h,d�IN LEPVE SHJALL BE 4- tiCH P�flfE�i�Al1hA C;CJI'I'[fi ANC) SHAI_l E3t: 9g�S7t4�Lk[� EP� ,4CCORDANCE 1^11TH SECT1C11� :-`� Csl= THE Cl1RREFJF VERSION OF THE Si.`vti3ARC vPE�lFICATIONS FOR ROAC), BRICGE AR� P,§L<yiCIPAL CONS7RUCTION ?�NC 7�iE viTY �Jr ANAC6RTES CONSTRUC1i0N GUfGFL`JE�. L IFl�T:ALLATIf1N OF THRUST E3Lu.^,K� .�.�l�L� u�PJF("i'�M TCS TF€E CI?Y OF RPJP.C��:�� CG'�S7RUCTEflN GtJIDELiNE CEYAIL'i, "�FtE?6 5T CLG�.K €�Oe 1;1VA-i)" AiJD °'�:lFeG�T �L�CK N0. 2(WA-8),°. SDIL �EA?:�BG S??�R:�TI�ti OF 2,50Q PSF SHALL BE US�D IN ?���T AR�AS ABOVE 7HE NiATER TnBi.E. A��;3�liFIED SOILS ENGINEER N�ELL �VF,LURTE cJOSURFACE CONDITEONS, 4UH'a`� I�m:^xi �e 1_vSSER SQIL STf2ENGTH 1N T6�� fee,T➢VE 3�1.`�tIERIAL. TNE �OIViRAGTO,.�'i �:�:�.�m ;i�'a�� PLRSTiC: SHEE7iNG Ttl PREVEhiT GCii+;Tltri' BETWEEN 7h°E �JNCfaETE r1:�C TF:� FI':��1c:S. ?FIE ^�ETY 4F ANA.CCJFtTES E�RGI�IcERfNG G'EPARTtviENT SHALL INSPFCT THRUST ����KS F'RlOR i0 BACKFiLLBNG TH� �FREPl�C9i. B�. TNE WATER MA!N SHALL HAVE A 4:i�llMt�,x.� OF 30-INCHES OR A MAX1MUf�": CQVER OF 40 INCNES FRdM THE FINAL G��eCE 3"tFQRE PAVING. THIS COVER INCLUDES ?iiE TQP OF �d�fiE CRUS}iE�[J SUki��AClhlG ;.'f��;>> CCIUV3S[:, �d. TiiE WATERLINE SHAt..L �BE �:i7Ei3 WITi1 k WATERTIGHT PLUG AT ANYTI�?E `NQRK IS DELAYED OR STOPPED AN7 CVERNBGHT. IF N�WLY INSTALLED WATERLIN� !S COP�TAMINA7ED WfTN GROI:^aLi �dATER, THE �NTIRE LENGFH OF RIP� ,4F���.TED SHALL BE i'HUiiiYllGfiLY CLEAP�E'J a'F{iC3R TO INSTALLIP+IG ACPpl11{7C�lAL i'IF"E. 0. AAAINTAIN A MINIMU�1 i�vQT VERTICAL SEPA�ATIC7ha AND A 30 ItJCH �rRlZONTA,L SEPARATI�N dEF"NEEN THE WATERLINE AND ALL 4TFSER UT3�filE� Ek�E�T SRNITARY S�WER, Ni€�iiCli GS T9 E3c r"a i0-�OOT h�it�f�IZONTA� SEFARr1�.T10N. '�iATE��IRIE 3RFNCH IS M1ECJT TO BE SHARED 4ViT^f C1T8iER UTILITIES. P. TRENCI-I L.XC,4`x%e1'f�CJP1, '�".�,i_C=:.?9FdG d1ND 6P,4'K�6LL �OR i't°A�4cF? FRA!i`!S :i:�if':L� FSE IN ACCORDtlPlCE WITH SEu'T:vN 7--1Q OF THE CL'RRE*dT 4ER�ivf�8 �'F TF:' �TARIbARD Sr'ECI>I.o'.RaTIC?§*da rGR f*.C3a?Cs, 6121DGE ANC �UNICIF'tai. +',L7PJS��UCTk�t�B n�G� T9-IE CITY 0� ACit4C9f�T�S �`�?P�Si�U;":10�9 GUI6ELINES TRENCH DE7,+;ILS, Ci. VIAXI�PU�A LE�lGI-H 'J„ �F'E"J �iftENCH SHALL BE tUU_�-m>-;- R. A:.L 1P/SL�G� RE"UI�EoiE94TS FC+R 7RAFFEC C{3N1RC1L ^Hfi�:L �E '�":ET t;T ALL 71MES. CURB/GU7TER AND SIDEWALl� R'ORI�MAIVSHIP AND A�SST'iI�T'lCS .. CUREJGUTTER AND SIDEb,ALK u;:�z7�v�r�GN SHALL �CtLL4W A TRUE ANCJ UPJ9i���?�?� HORIZONTAI kNQ VERTIU�� �.L:v'4`.�vPaT, �. Tk-s� V[R?ICr1L AE4'D HORIZ:ahtT�:� rsUFdF:'�; m S:iALL. �E f� SPA40TIi F3r20CF�8 �i'JiS� 4Y€7:� NC DE€ECT/4�L�: FIN€SHI.NG aLE?�iSHE;;, LEFi?Jl.ia1.��'%N5, RIPFLi5, S44'�LLSo V+1'T 41i5, F.&: ;, FURRO�la'S, GRAFFITI C7ft (7T�HmK t�uJ�?�::iii�ld�^FSi_F hAP,RKS, i'NE ENG RE:SIJI.:i Sr1,�i�L �"E � PJEAT AND P�CFESSIONA�L`:' =1Ni�4:�Ci ��?`ar;RANGE. 3. THE EDGE FINISH AD.;r�=u�:d" �C3 l"Ha: �.�PM.NSION JOINT MA7ERIAL. �HR�L BE ;��ti"r;^< �,?eN FREE OF EXCESS SLllRRY. iHc �CF.��,Bd�iiC7N ,1(7INT MATERIA€_ S'riALl_ Q� TR!%if�iED *:0 �°. LEVEL E4�N N1IlH l?4E :',C<@o%�ENT� ��,��tiCRE�TE i?ESiILTING IN A PJEf�T 1=.'J� mRQ�ESaIQNALLY FINESHe� �,�F'EA�?4MC;F:. �M1. THE GITY ENGiNEER, !N H:S SCLE LiaCRETIt7N RESERVES THE AlbTHO�iEiY Tv QRDER THE REAhQYRL Or SECTIONS �� CURB/�UTTcR ANC SIDEWALK TH.4T af� PvC: F�Lt? TNE bVd�RKMANaHIP ANC? 1?ESi1�S_"{�G S1'Ai1�dfJ/�f�21aS t�� THE CI�F'Y �P 14NAC�iRT�:n. S. SEC110NS UF NE�dVLY CC?vSiF2UC�V"E:[} CI��iE3fC>UTTE.R AND aIDE:1NA1..K, �€'I�%.<`.i GXHiE3iT CRACKING F+�LLOWING ul��:;�G, SN�,LL BE SUEJECT iQ R�MOVAL ANb F€PLACEMENT. - CRfiCKIP�C RI=SUi..l'I�i: !="%i�hR SUN�ASi. Fl�IL.URE OR CONSfR€:CTiQhJ SiTE C+AMAGE SHALL BE IMh!E3:A�ELY REMOVE6 ANC REPLACLD TG THE NEAEZE.S7 �KPNNSlC3N JOINT. - ii1NOP. HA1R LINE �1ZEuS CRACKS MAY, A7 THE DIS,r..RETIOfL OF THE FROJECT MANAGER, BE MOiV17QRE:C7 AND REEVhLUAiED FCR P�SSIBLE RE?h�VAL AT THE' END Of iHc NIAINTEP1kNf:G �'E.fiIt7S}, THIS PLAN SHEET IS APPROVED FOR CONSTRUCTION IN ACCORDANCE WITH THI CITY OF ANAC0121�5 ORDINANCES AND PO�IGIES. ACTUAL CONFORMANCE 6F TH� ��SIGN WITH APPLJCA@LE LAWS IS THE SOLE RESPONSI�I�ITY OF THE PROFESSIONAL ENGINEER, WHOSE NAME AND SiAMP APPEAR ON THIS SHEET. ACQUIRING, COMPLYING WITH, AND PROVIDING MIi1GAT10N FOR ALL FEDERAL, STATE COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCLUDING BUT NOT LIMITED TO THE ENDANGERED 9PECIES ACT, F�DERAL MIETLAND PERMIT, SiAi� B�PARTMENT OF FISFi��l�5 H`IDRAULICS PERMIi, F��ERAL FLOOD PLAIN P�RMIiS, NATIONAL POLLUiAN� �ISGHARGE ELIMINATION SYSTEM PERMITS IS THE ftESPONSIBILITY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF COMPLIANCE WITH APPLICABLE LAWS AND PERMIT REQUIREMENTS. � DA7E THIS APPROVAL WILL EXRIRE IN ONE YEAR FROM lHE DATE NOTED ABOVE. ry � Hutteb�ll ARCHITECTURE & OreI11 S u C4010 Lake Washington Blvd. NE, Suite 320 Kirkland WA98D33 P 425 828 8948 f 425 828 9067 �''. �&4� e '�� � F� � O m x +q, $6029 7 b � �NAL � � �: ia/xs/oe � Northwest Career & Technical AV�M�i�y 1606 R Avenue AnaCOrtes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project No. 07084a Drawn: ftAH 2 ADDENDUM 2 - 08I06/2009 CONFORMED BID SET ANACORTES SPECIFICATIONS Sheet No. C16 BASIS OF DIMENSIONS FOR THIS SET OF PLANS ARE THE PROP�RTY LINES OF LOT #1 OF SP ANA-98m003 DIMENSIONS OF SIDEWALKS ARE FROM FACE OF CURB TO BACK OF WALK. ONLY iHE USE OF RUBBER 71RED EQUIPMENT OR RUBBER TRACKS ARE ALL0IMED ON ASPHALT OR CONCRETE SURFACES WITHIN lHE PUBLIC RIGHT-OF-WAYS. 1. CONSlRUCT TYPE 6 CONGRETE EXTRUDED � CURB PER WSDOT STU F-10.42-a0 DETAIL C1,� 2. CONSTRUCT CEMENT CONCRETE SIDEWALK AND CURB & SIDEWALK AR9UND PARKING LOT AND ADJACENT TO @UILDING PER ARCHITECTURAL SITE PLAN, CURB AND SIDEWALK DETAILS. 3. CONSTRUCT STD ACCESSIBIE � PARKING STALLS PER DETAIL ASPHALT PAVING TO BE AT C1'3 GRADE WITH TOP OF WALK FOR i}iE L�NGTH OF THE ADA STALLS. 4. CONSlRUCT 6' WIDE CEMENT CONCRETE D SIDEWALK PER WSDOT STD PLAN F-30.10-00 DETAIL �12 D 3. ASPHAL7 PAVING PER DETAIL BUS LANE AND SOU1N C1O ACCESS PAVING SHALL BE ATB BASE COURSE PAV�NG SECTION SEE 9HT C7 FOR LIMITS OF ATB PAVING. 6. CONSTRUCT CEMENT CONCRETE iRAFFlC CURB & Li' GUTTER PER WSDOT STD PLAN F-10.12-00 DETAI C 1,� 7. CONSTRUCT GATE AND SCREENING FENCE/ WALL PER ARCHITECiURAL PLAN. 8. CONSIRUCT TYPE 1 SI�EWALK RAMP ri' PER WSDOT STD PLAN F-40.10-09 DETAIL C13 9, CONSTRUCT TYPE 4A SIDEWALK RAMP G �'�R WSDOT SiD PLAN F-40.16-00 DETAIL G�R RAMP SOUTH �F CUL�DE-SAC NO C lii S�,�ER IS REQUIRED. ��. �ONSTRUCT DEPRESSED WALK D hiANDICAP RAMP PER DETAIL C13 COMPLETE CURB REPLACEMENT A PER CITY OF ANACORTES DETAIL C12 11. EXISTING ADA RAMP TO REMAIN UNDISTURBED. 1�. WHEEL STOPS PER DETAIL �D1 93. INSTALL LANDSCAPING PER LANDSCA�� ARCHIiECiS �ANDSCAPING PLAN/S. GRApE LANDSCAPE AREAS PER SHEET C7 SPOT €LEVAl10NS AND CONTOURS. 14. INSTALL STOP SIGN WSDOT R1-1. � R,-, E 15. CONSTRUCT 2' VALLEY GUTIER PER DETAIL Cil 16. EXISTING MONITORING WELL TO BE PRESERVED. USE EXISl1NG RIM & COVER AND CAST IN SIDEWALK. TRIM OR EXiEND MONITORING WELL AS NECESSARY TO PLACE CASING INSIDE MONITORING WELL CASING. 17. (REFER TO SHT 17) CROSSWALK STRIPING PER WSDOT STD PLAN M-15.10-01 18. (REFER TO SHT 17) STOP BAR PER WSDOT STD PLAN M-24.60-02 19. EXISIING WET POND/DRAINAGE SWALE TO REMAIN UNDISTURBED. 20. CONSTRUCT DUMPSiER PAD PER DETAIL A 8e ENCLOSURE PER ARCHI7ECTURAL PLAN. C14 29. (REFER �0 SH7 17) PAINT CURB FROM SERVICE YARD TO PARKING STALL RED AND ST�NCIL IN N�iITE LETTERING "FIRE LANE NO PARKING" O 20 FT O.C. 22. CONSTRUCT RETAINING WALL BETWEEN B SIDEWALK AND PARKING LOT PER DETAIL C12 23. (REFER TO SHT 17) FLOW DIRECTION ARROWS PER WSDOT S'fD PLAN M-24.40-01 24. (REFER 70 SHT 17) STRIPE �US LANE AS DEPICT�D WIiH 4" CONi1NU0U5 SiRIPE AND TWO "�US ONLY" MARKINGS. 25. (REFER 70 SH7 17) PAINT STALLS WIThI WHI1E PAINT USING S�NCILS W/ 12" TALL LETigRING. STALLS TO BE ANNOTATED W/ STALL NUMBER AND "MARINE TECH" OR "STAFF" AS INDICAT�D ON PLAN. NOTE THAi SPACE �/11 �0 SHOW "NCTA POLICE" AND SPAC€ �12 TO SHOW "�XECUTIVE DIRECTOR" 26. CONS'fRUCTOR TO EXCAVATE AND @ACKFILL iRENCH FOR GAS, POWER, TELEPHONE & CBN. COORDINAIE WIiH UTILITIES �ROVIDERS. C 27. CURB CUTS IN EXTRUDED CUR� PER DETAIL �14 2�. INSTA�L LANDSCAPING PER LANDSCAPE ARCHITECiS LANDSCAPING �LAN/S. GRADE LANDSCA�E AREAS PER 1 flMf1Cf�F(li /�6/HIITPT�C CIIPiY 1l�119 /HMITll11DC GRAPHIC SCALE 2� e ,0 2� �0 ( IN FEE;1' ) 1 inch = 20 f� THI9 PLAN SHEET IS APPROVED FOR CONSTRUCTION IN ACCORDANCE WITH THE CITY OF ANACORTES ORDINANCES AND POLICIE3. ACiUAL CONFORMANCE OF 7}iE DESIGN WITH APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON THIS SHEET. AGQUIRING, COMPLYING WITH, AND PROVIDING MITIGATION FOR ALL FEDERAL, S7ATE COUNTY, AND LOCAL LAYdS, PERMITS, AND MANDATES, INCLUDING BUT NOT LIMITED TO THE ENDANGERED SPECIES ACT, FEDERAL iNETLAND PERMIT, STATE DEPARTMENT OF FISHERIES ITYDRAULICS PERMIT, FEDERAL FLOOD PLAIN PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS IS THE RESPONSIBILJTY OF THE DEVELOPER, LANDOWNER, AND THEIR ENGINEER. lHE ISSUANCE OF THIS PERMIT SHALL NOT �E CONSTRUED AS PROOF OF COMPLIANGE WITH APPLICABLE LAWS AND PERMIT RE4UIREMENTS. DA 7E lHIS APPROVAL WILL EXPIRE IN ONE YEAR FROM THE DATE NOTED ABOVE. w �lJ� Hutteball ARCHITECTURE s� remus C4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 $'. a `�''4+ T •rP''A '�C N� � o w �t 28029 ��NAL � ffiIRSSe SE/19/09 Northv�rest Career & Technical AC1de1'Y1y 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Paoject No. 07084a Drawn• RAH 2 ADDENDUM 2 - 08/06/2009 CONFORMED BID SET STRIPING AND CHANNELIZATION Sheet No. C17 Q GENERAL CONSTRUCnON NOTES: