ZI LLAH LOT '1 m
<br /> SECTFON 05 , TOWNSHIP 28N , RANGE 5E , W . M . _
<br /> 0
<br /> -` ^�' : �" - . � v i . .� . . � . � � .
<br /> , / ' � too �
<br /> i ,, ;h � � � � � �
<br /> U
<br /> artavr F-, uatir r �� . i38f LF�l.' PVO . �� . . . . . ro
<br /> i. r . ; & _ -rvv���ncm . . W
<br /> ADD GRAOEL�AS � � � �'� :-� - _ � � . � . � . o
<br /> � NEED�D TO SMOO7H � . , � 0.0912 A.B. � . . . . . . . . . .. .
<br /> 7RpNSITION FR�M � ' I o�o �oE�naionrro I � ' � � �
<br /> - NEV� PAVEMENT TO F--- - �'j,T�p�F � � F � -�- � � eui�owc w�mw � � � � � . � �
<br /> � �.� E7GSTING GRAVEL � 5+18' i 5+'�� . - - � . � ���. . icHr . . .. . .
<br /> _ � >
<br /> � H ' OF WAY . ,
<br /> � 1 cRAVELI �R Vu .� . — � 1 . . . . . . . . � . - . . .
<br /> . ftIM 6 C '� �4y � . . 1 ..
<br /> :. ( ...:.._ _z �.._ �.� 'I . 61.84i �— � . . ..' � . p � . . : , . . . � . . . . . . � . � . � .
<br /> o-
<br /> �
<br /> � - , - . . - - - - � � d.
<br /> _ � \ . � u9cc .. � .- � � V - _ _� . . . , . . . . . � .
<br /> T� V � QQa
<br /> i . � i ve �� -._ '� _ — w\� z ( v � � . � �. � � � CB N � TYPE I g2 � � � � . � �
<br /> �..� � - \ t � `� � r � � RIM �Yst 55.34 ! -$3 LF �2• PVC . . �
<br /> - - V � �� �l � CONNE&T NEW PIPE � �� � IE - �.} 52.54 � S � gl�yfg ft�n � . �
<br /> � . � T_ ` __. ' , (TYP.) � � � �� ���, w EASEMEN 0460 A.B. � �� . �
<br /> ,� - �n¢ muu �-��j � � BY COE 1 �� SDCO i � " � �� ACCESS ..
<br /> T
<br /> -_ __ . " . � 1 � ' . .
<br /> I � � � � �
<br /> . � � I . ___ "' ""' -, . � . . �
<br /> � � wsoo � � - j CB �, TYPE 1
<br /> � � � ( � ' \ � C RIM 'St} 51.96
<br /> ' � I IE = ',i7�.79 � d8J5 N
<br /> i
<br /> � , I °. 1 I 1 �V � �, 48.605 . . . . . . . . _
<br /> � � I I � % � GRASS L1NED SWALE N
<br /> 1
<br /> ` �i I � � \ \ � `x (PLAN7ER S1RIP) LL
<br /> ��'� ZeXppS o302�000ao� I I � a � SEE DETAIL
<br /> i % � � � I �� � �\ � � Z
<br /> � . � . . � � � o �PeoP I . 1 ��� � �. � �,� ( ir , oR . . . � � � . � ..
<br /> � � p i ;� SFR � � I I . I A� . �\ � . i . . . . . � � � �
<br /> � � � I�� � � •" �-; ; i ! � �� � � � (— " , . -� � � � ��� � NP61S INFILTRATION � TRENCH � � � �
<br /> � � ( \
<br /> N.T.S.
<br /> � Z � t � ` cov' I 1 . .
<br /> �CK c � . DECK � I 1 1 � 1 � I � JZ LF IZ PVC � � C .
<br /> g� OF jN� � - ,.�1 ... � �_`c� .-r"'� , � , 5 . 98089 R/ft . . . C �(,� .
<br /> 00161 AB. �/ �
<br /> . �LPN � `�\NE�-`' , _� � nsdao'ao'e nsoo' � PRIVATE� DRAINAGE � � . LJ,.
<br /> � OF 1� . � �- ) , EAS�MENT ANO NO
<br /> -(�W � �� PG� � . I ; fENCING COVENANT � � O �
<br /> v�`' � � ' " w e� ie = as.as FRONTAGE/ALLEY CONSTRUCTION NOTES �
<br /> � . . } � SD�O � (2) 45k8' � � CONNECT TO CB y2 � � � �
<br /> . . � L[J � "' � ,� � �TYR� INFlL7RAnON 3 � � iHE �EVELOPMENT FOR LOTS 1 & 2 SHALL COORDINATE WORK WIIHIN lHE R/W
<br /> 1 �
<br /> � . � , J o j 2� TRENCHE$t a � AN� ALLEY. CONCREiE WORK SHALL BE COQR�INATEO TO ENSURE SMOOTI
<br /> Q I '�� ti p3,02�00��� (SEE DETA14� m I � � . �'� � I� Y2� TYPE I TRRNSITIONS BEiWEEN PROJECiS. IN A�OIPON, NO CONCRETE WORK SHALL
<br /> : 3+, ��.��p050 z RIM = SB�- 50. 79 BEGIN UNTIL ALL OF THE PROPOSEO 11iILITY IMPROVEMENTS FOR MAINS AND
<br /> I � � SERVICES ARE INSTALLEC.
<br /> . . . . tl ' i �� o � � . g � IE � #h29 47.aa N. � � � � � .
<br /> � 47.16 S THE FlNAL ��IFT OF ASPHALT SHALL NOT BE PLACED IN RiE AILEY OR IN THE W Q 1N N
<br /> � . �� i 1 �� � � �i � �� - � � R/W UNTIL THE MAJaRITY OF iHE SRE WORH IS COMPLEIE� AND ALL WORK � N � m
<br /> � . � � � g � � �� '' � I ` . �ThIIN iHE R�W IS COMPLETEO, E%CEPT FOR PNAL LANDSCApING. Q � y� .- '
<br /> �. � 6 � � , f I I ' COORpINAiION AND COST SHARING fOR WORK �NITNIN T1E ALLEY AND R/W � a m N
<br /> � . � \ 12' C�1RB CUT/SCUPPER SHALL 9E THE RFSPONSIBILITY OF THE PROPERTY OWNER/BUILDER. O �
<br /> � � . � � � W� IAkMOUR SLOPE � � N N
<br /> t `
<br /> 1 I �, ( STORIAWAIER IMPROVEMENIS WIIHIN R/W TO BE COORDINAlEO BETN£EN f' � � d'
<br /> — � — � --- .— - — - — � — � — � — � —__d.L � ;� .. N90'00'00'E itb 00 \ . � � � p {`� . . PROJECTS. � � ..' 'r ..
<br /> W
<br /> f �(
<br /> . � . � ' v� ) . . . � � � . I � �� -i.i o 1
<br /> . . �� � p � ' ✓I �� . . 1 ' BB �.LF�1' PVC � M � W . .
<br /> i � 8 = �.8734.ft/H �V
<br /> � � . � .F 3' :aS . � . � �� 0.0141 A.B. � O � t7 .
<br /> . . .. . . N . . �.. � � � ��;� . . . � O Q = . .
<br /> . . . - . . � . t I A ' . � . � Z
<br /> �
<br /> �e ! 'r � ' f� �' � � _V � � z
<br /> � � � ` Record Drawings O p =
<br /> ,�. < � � , ; �4
<br /> � ,`' i� i (As-Builts) � W
<br /> � fi' THICK PERMEABLE ASPMAp ' � � � � �
<br /> OR PERVIOUS CONCRfTE � I i . - � �
<br /> OSWWSHEDACRUSHEDSiONE ����� �� �� :I �� � I Jl9 -GM�E`ST °° � "
<br /> ' � ' .. �� FOR 9ASE MATEFlAL I C ¢�F �Syc. � eQaeee°p0 ee U d
<br /> HORIZONTAL SCALE I � , o i 1 . I � 0 R � T C
<br /> a � 6" OPEN-CRADED BASE _ � N �I 902 . x epe,. _ .
<br /> M4TERIA4 'yi"-2" I + 16 6 l{9 . o . � � � pl � �
<br /> � CRUSHE�-WASH[0 � ih o (�.,",� , ee SS'Op/AL e SURVEY J C Z 3 �
<br /> it��mmuiRu� mi�-�i � I ( � i � � g
<br /> �n��n u�um ui ui in � �s�� " ` " ' .o.a " .°" � r
<br /> N O F
<br /> 6TL71 �11 7 I. ➢l � ��ll-.i ��rx. sueceaoc � � . � . . � +' O � � m r �
<br /> CRADED�LEVEL �Nqy ypN9 `�eoy� � > � <
<br /> pERMEABLE PAVEAIENT SECTION� � � . � i wneoo-ax-o�u � � > o �
<br /> � . N.T.S. � . . . '�.� . �wc�cau � Z W ..
<br /> DRAINAGE NOTES __ _ � � � a
<br /> � 1 No port of the drainage. system sholl be covered, concealed, or put into use untll it has ��li . - . i�,�g , � J ��� i k� g � '���n�'f'd'�� �r7 � � O W 0 =
<br /> � been mspected, �tested, and accepted by the City of Everett . . � � �. � � I � � �� � � � `� � � ��� ° P � bh ed � � Q p O :
<br /> ti, i . � i� oic !
<br /> � 2. All work and �materiol shall conform to the City of Everett Design and� Constmctlon . � ` r '�� y^P ^ - � on A ' � � � �
<br /> Standards and Specifications and the WSDOT�APWA Standard Specificatlons for Road, � � . � '��� G i: ' �md ' V � N
<br /> � Bridge, ond Municipal Canstruction (Current Edition). � � . . . � /l/� �. .n � / .J U a
<br /> . . � �. . . � . �� �' �� � .�
<br /> 3.Approximote locations of existin9 utillties have been obtained from available records and . ��, � � � �N�� Ua�� �
<br /> are shawn for conveniencE. The contractor shall be Yesponslble for venflootion of loeotions � , � . � ���n:ii �_. .�� a=crunsoeemr
<br /> and to avoid . damoge to any �additional . utilities showa lf confimts with existing uhldies . - ' � . � , � . � � . �____ __ �,�
<br /> arise during construction, the contractor sholl notify the Public Works Inspector and any � � . . � . . , . ---_ _- . ---- , ,,o .
<br /> changes requlred shall be approved by tne City Engineer prior to commencement at rebled � � � � - '� . . � ' . . � � --'-'— � �� ' �
<br /> constructian on the project. � � � � , . I �Ro18-0605 BHBR4W
<br /> 4.All storm systems within Ihe public right-of-way ar in easements must be stoked by � � � � '�. - � . � � � � 7/6118
<br /> survey for line and grade �priar to siarting wnstruction. � �'�, � � CALL 48 HOURS � „E. .
<br /> � '� � BEfORE YOU DIG . 1" = 20'
<br /> S.AII catch basin grates must be stenciled or stamped `Y7ump No Woste, Drains to River." � . . „,„ � ��
<br /> ,, 8„ c4 7
<br /> 5402 S 1 st Ave Utility Plans
<br />
|