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S�' C o , 8, T o ,2 9 Nv , � 0 5E'o , W o Mo LE�END= <br /> 13TH STA 94+74.32, 38.5' LT <br /> ACP (ASPHALT CONCRETE PAVEMENT) <br /> d Q <br /> a a CEMENT CONCREfE SIDEWALK <br /> 13TH STA 94+74.32, 31 .0' LT <br /> VaNDSCAPE STRIP, SEE LANDSCAPE PLANS <br /> 13TH STA 95+02.83, 31 .0' LT <br /> - - � - CEMENT CONCRETE PAVEMENT. SEE DETAILS <br /> ��'-���'` ���� 1 & 2 ON SHEET C2.5 <br /> 13TH STA 95+08.08, 33.10' LT <br /> MATCH EXISTING SHOULDER BALLAST <br /> ��� ����..�----- -� `k � :;` ��h m_..,_.�.���.- ____._€_.._.._.�i ,,. �� j � ; (` � � " i�� <br /> ��,t� �� � �..� 4,,� '�;,,,,�� \'`;':,�� 3� � � 4 � ;,/,1f j �� i �� ,�� � �� <br /> qj � ( }�. 1 �w QUARRY SPALLS <br /> %b� � � °°�,,� `�,�� '�.,,� '�.��� �� � � � {¢$§ � � ; (j F �� d;�( � t� �.�{-�,� <br /> �`�� E '`'�+'� ',°�, `.��+.o � � � � �i � �' ��" � t� t f f <br /> �,� ��, �°4. � �� i� � a � � 4 �� � �t ��. 4 x6 TREE PIT OR PLANTING STRIP WITH <br /> _� I <br /> ���- � '� �� . �°`�4`�-�� � � ` � '°� `���� �� '�� _ ?�}t � TREE PER LANDSCAPE PLANS <br /> "�."�a�� � � � � � � 1� 9� �t 3` i S t ...�,. <br /> �` 13TH� STA 92+99, 28.50' LT 3 3TH iTA 93+69 28.50' LT �� _� E ,_.. �{` � �3 ��' �� p <br /> > `f � § . `� �( � � � ,.J.,_ <br /> �-��E j; ;� I _�,.,_ TRENCH DRAIN, SEE STORM DRAINAGE PLANS <br /> � �� �¢ �� � ;� �l �� <br /> � <br /> �' � # �y; ,� � ��� � �` ��� � BOLLARD LOCATION, BOLLARD DETAILS <br /> 7 <br /> � ' PER LANDSCAPE PLANS <br /> C2.5 13TH STA 94+09 18.50' LT ;� �� � :�t i� � �! } � � -�� <br /> END BUS PULLOUT / �� � --= �� 'i ��t I � TREE PIT ID SEE TREE PIT LOCATION TABLE <br /> / �/` � �� ' � � ,E} � � XX ' <br /> � � � ! ' ' : � E � ; i ; � �� � �~� � �� �� ._.v._ � _._.� �� �____ � ON SH EET C5.1 1 . <br /> � � <br /> 2 € �o � � ` � ; � ; �% % ; .� ._� �i � ;_____ _�� �� �.�� 1 1 <br /> ' � , s} ° IRRIGATION SLEEVE, SEE <br /> � � � � ; �. � � � � � � F �:� C5.11 <br /> f � <br /> ; � ( � € � j � � � �' �� ° I € --�-- 13TH STA 95+20.89, 42.31 ' LT <br /> [ � i � ; � ;/` � ��,� � � �� � �J , <br /> ( � _ � � � � � ; � �` � f �� � �� SAWCUT LINE <br /> ___w�� � � � `� � i 4 �_ <br /> .� �.�t��_.., � ._._.1��.�._��i.�____...__ ._L_..�__ M` �,_�a.._�.... _.,� t',� /,� /! '' l k� � ,. <br /> _� �_.__... v. _.., y_w`_.._. _�.___-�_w_ <br /> -- �.;/��r�'j� ,!',�!��'�'��'��'� ;� � ; ; 4' � -�-_ <br /> � °� �` � ---��~~�--� .�,._� -^' , { �-.. @ � �� CONCRETE CURB & GUTTER <br /> d Q , . d __.___...__._ ,.. �_... i j ""� _! ""' �( ( t � � � � [q ( � <br /> U Q ' . d . a� _ O '' . . . . , . . . , . . . 'G �1 � . e # � 1 � `p } � i s i € <br /> d . ' d � . . C . . . Q . . Q"'. 4 F � � � � I I � � 4 � � � ' j � i j � } <br /> � . . . - . ' ' . - . � d a. Q . . • Q• . � . . . � � E � � � � t i - <br /> . ` . � . . a � . . .` . � � � � � � ( � ' � l ! ' € � I � ,�� SIG NEW CABLE EQUIPMENT <br /> w . . . _ -- - - . - � . -.. . . a . . . . . . . . . . . . . . . . . . . . . . . . � � 4� - a aa � ��,; � � � �.� �� [m.� �..� � �i �� �., �_� � <br /> - - - • _ _ _ .. ��: ,.. _ _ . . . W . . . . . . . . . . . . . . . . ° �..s` e 4 � �� <br /> ' - _. ' . . .� . .. W .. . . .. . . s . e .r ... W e . . f <br /> Z - <br /> ' . . j <br /> 7 <br /> � _ - - : . . . . . . . . . . .. � . . . 4 . - <br /> �= <br /> .� _ <br /> . :".. -'. <br /> ... ,..:. ._. ,,:-' <br /> . .: • = ' �:..• . .., .:.�r'.:• <br /> ':.:.: <br /> ... <br /> . . '.._-'.'..7.:i ' _ <br /> .. . _...:. :. :... .:. ..._ . , � � _ _ _ <br /> :'��..:•'' <br /> ..: . <br /> f <br /> �-..� _. ., . .. . •. <br /> � :': <br /> � - _ - . . _ . . � . . . . . . . . . .. . a R 36.34 <br /> - - - - - - - . , <br /> _ _ - -- - - - - . . . . . . . . . . . . . _ W . � <br /> � <br /> . _. . � <br /> ; CONSTRUCTION NOTES <br /> .- . . . . . . . . : : _.. :-- .. <br /> ., . . _ . . . . <br /> ... -.. . . <br /> =.�� ,. . . . . . . . . . . � <br /> .: . _ . . <br /> � � � ' �' � ` ` ' ` � (2 OFFSEf FROM EXISTING ,CURB) � „k_,. <br /> w � � ���.� � <br /> W CURVE AA ��-��' ��� <br /> � 'I�TH S�REET , �s`�' � � O CEMENT CONCRETE CURB AND GUTTER. <br /> � � �� �� �� � 13TH STA 95+00.00, 10.32 LT €���° � <br /> � $�'��,� �'z � ',�= � �� O2 BUS SHELTER CONCREi'E PAD PER CITY OF EVEREfT STANDARD <br /> rn :�•-=+�_- - .r-.�---------u-: - .�-.- -�-. _ .��,. 95 0 - - �;�.� � PIAN 906. <br /> `. . - •- - .-. . - - ' - -� . . " . -_-�-. �� <br /> . . . . . . I <br /> - • - � <br /> � 3 CEMENT CONCREfE DRIVEWAY TYPE 3 PER CITY OF EVERETT STANDARD <br /> r� O » <br /> N SAWC UT LI N E �� <br /> � - PLAN 309. PROVIDE #4 REBAR 12 OC, EACH WAY. <br /> � � i � �4 TYPE A CURB RAMP PER CITY OF EVEREfT STANDARD PLAN 310A. <br /> � <br /> � f 1 �2 fi3 fi4 � � ' �=� (5.0' RAMP WIDTH) <br /> � � '�' � " ' � ` �' �'� 13TH STA 95+00.00, 34.50' RT ° ,�_ 13TH STA 95+44.12= <br /> w a4.. . a a � a . . . . . : �d . . . _ ` WMVD STA 32+09.69 8 � TYPE B CURB RAMP PER CITY OF EVERETT STANDARD PLAN 3106. <br /> , � (5.0' RAMP WIDTH) <br /> Z � a . a a n. ; Q o � `� �� <br /> :.j. .,_ <br /> ,J ' �a . ' a � . ' . - � d . ' . � . . . . °. ° .°: : a. a � ' a a' a d . �4� a '`` �"`'�:�� �} s E <br /> _ � -�_.,,�'�� `'`�:.., � � � i �� � � 6 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER, SEE 13 <br /> U h�� ��;..� � �� �� --� Q C5.1 <br /> � � �" �t =� � i ��� <br /> � i o � 2 ''� ``�, � � ' � F � 14 <br /> `�� � �! � �,� 7 MOUNTABLE CEMENT CONCREI�E TRAFFIC CURB, SEE <br /> 1 3 ` � � �� � # � � C5.11 <br /> 13TH STA 94+66.33 � � �� ` !! � --�- <br /> BID PACKAGE 13 � �; ' �� � � 3 -�- O8 SURVEY MONUMENT PER CITY OF EVERETT STANDARD PLANS 312 AND 313. <br /> FULL DESIGN LIMIT i Il � � `���'v � i ' -�- <br /> TRANSITION TO MATCH EXiSTING � �� ` 1 � � � E �- <br /> � � ,� � �� ����VE � NOT USED <br /> �. � <br /> �� � � �� � � ��= `��d �� � �� " 10 CEMENT CONCRETE CURB, TYPE E-1. <br /> � �i � O <br /> i1 � � i <br /> � �UB SERblCEJ DATE ,,, � Z <br /> � ( W � ? � ; PUBUC WORKS <br /> � ' � �� ; � j I � ER��i��v o�a�N,aGE DEF'AR"fAAEiVT 11 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB, SEE <br /> � � W �( S �� ; _ A PUBLiC WGRKS PER�'li IS RFQUIREDPRIOR �"5•1 1 <br /> z � � j TO STARTlNG AItiY CONSTF;UC7IQN ON TOiiS <br /> ��=�� i I ? ` � CITY ENGtNEER pROJECT. APPftUYAI Fo� T►+�s PftU1ECT rs 12 SPILL GUTTER PER DETAIL 5, SHEET C2.5. <br /> 13TH STA 94+86.46 40.59' RT � � 0= �� � , :�" CONDPTI4NAL PEa cumf�Er�� sTP.r,oARos <br /> � MATCH EXISTING t--t � � #j � � � µ� AND EXi'IRE� .�_.._.UNLESS PERMIT <br /> ? a FOR CONSTR:IC?iQ'� H�S BEEN ISSUED <br /> �; ,� � � �� � � ; �e - - --- - - - - � GENERAL NOTES= <br /> �' � `'rv �� � � � � 1 . SEE SHEET G1 .4 FOR DATUM AND ALIGNMENT INFORMATION. <br /> a <br /> �° SGALE IN FEET ��` �� � � � <br /> �� i �= <br /> � ��" '� � � ; <br /> �� �.� �� i �� �i ' �- , . � _ e ; ' o ° ' i 2. FOR ROADWAY SECTIONS SEE SHEETS C2.2 TO C2.5 <br /> � 20 0 2Q 40 ___ _ _... _ , <br /> � �� � a �-- _ �� : <br /> �. 6 �: <br /> � . � _ <br /> � � � �� � �4 <br /> �� , 4 E � { ; ; � <br /> �' 13TH STA 94+90.32 32.60' RT ! �� � � �w i �� ` ; , � � � 3. SIDEWALK DIMENSIONS ARE TO BACK OF CURB <br /> � MATCH EXISTING _.��„u-��-���� � i ( 4 -�� � <br /> , <br /> u� ( $ € � � 4. FOR EXISTING AND PROPOSED UTILITIES, SEE C7 SHEETS. <br /> _ t <br /> 'T, E� � 'r f � � } ��� �~3 .� _.. � ... <br /> i <br /> � � i w <br /> E <br /> � .::, �.._ ._ .....�. ....__ <br /> 6 S . _ <br /> o � � � � �� i � � �� � �� � � �, ' �'� , �� CONDUIT �►ND JUiVCTIOiV BOX NOTES� <br /> � ,:. <br /> .r; <br /> ,.,. � , <br /> v : <br /> � Q � �,--,.r-�, <br /> -- �- O1 INSTALL TYPE 1 JUNCTION BOX. <br /> � C U RVE AA _ . o� , <br /> _ � . _ <br /> _. <br /> Z POINT STATION OFFSET GL ELEV TOC ELEV CURVE DATA = - <br /> • ' O2 INSTALL 2" POLYVINYL CHLORIDE (PVC) CONDUIT <br /> � EOP 13TH 14+66.33 18.50' LT 16.91 17.41 SCHEDULE 40. <br /> � PC 13TH 94+95.94 18.50' LT 16.82 17.32 DELTA: 91' S1' 22" <br /> Z 1/4 13TH 95+04.91 20.32' LT 16.76 17.26 TANGENT: 23.76� KEY �/1011P ;, , .� O INSTALL 2" POLYVINYL CHLORIDE (PVC� CONDUIT <br /> � 1/2 13TH 95+12.46 25.50' LT 16.69 17.19 RADIUS: 23.00' NOT TO SCALE STUB-OUT TO EDGE OF GUTTER PER CITY STANDARD <br /> DWGS 805A, 805B AND 805C. CAP CONDUIT FOR <br /> � CALL 48 HOURS 3/4 13TH 95+17.39 33.22' LT 16.63 17.13 LENGTH: 36.87' FUTURE CONNECTION <br /> o _ _ <br /> o BEFORE YOU DIG PT 13TH 95+18.92 42.24' LT 16.56 17.06 NOTE: "��� <br /> � AP,ME 13TH 95+18.90 43.04' LT 16.56 17.06 IF "L" DOES NOT MEASURE 1 " <br /> � 1-Soo-424-5555 E A R L Y R O A D W A Y A N D U T I L I T I E S B I D P A C K A G E 1 3 ADJUST SCALES ACCORDINGLY. <br /> N <br /> / <br /> PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T DWG. NO. <br /> � � ' � 1 ' ' ' 8/29/08 BID PACKAGE 13 - BID SEf ��90 w s��,,�, H. KUYPER AS NOTED <br /> o '�`�� ��N DESIGNED BY: DATE: C�•� <br /> Or O $isio$ EARLY ROADWAY & UTILITIES NORTH MARINA REDEVELOPMENT <br /> � BIQ PACKAGE 13 - REVIEW R. KIRIAKOS AUGUST 4, 2006 CIP N0. <br /> 0 728 134th Street SW � Suite 200 � � DRAWN SY: CHECKED BY: INFRASTRUCTURE PHASE 1 3-0-003-09 <br /> � Everett. Washin ton 9$204 � 3/16/07 CONFORMED SET ADDENDA 1 -4 ���'.�S�GrsTEg��ti�w� D. OLSEN M. CREEDEN qe ' PROJECT <br /> N P.O. BOX 538 � p g 4 06 PERMIT APPROVAL CONSTRUCTION SI�NAL �� APPROVED BY: R O� D��� �!"1, M I N � P LA N N0. PD-NM-2005-06 <br /> EVERETT, WA 98206 Ph: 425 741-3800 � � � ` � % , <br /> °' (425) 259-3164 � ���L - / <br /> a JOB No. 21-07-004 <br /> N0. DATE BY REVISION N0. DATE BY REVISION SHEET N0. 30 OF 83 <br />