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m�� STORM NOTES WALL NOTES SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. M N N M N o
<br /> M 0 O N O<
<br /> RELOCATE MAIL BOX CLUSTER.
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, 1. WALLS OVER 4-FEET IN HEIGHT OR WITH A SURCHARGE COORDINATE WITH POST OFFICE
<br /> fA n CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, REQUIRED DEFERRED PERMIT SUBMITTAL WITH PLANS,
<br /> w TESTED, AND ACCEPTED BY THE CITY OF EVERETT. CROSS-SECTIONS AND STRUCTURAL CALCS.
<br /> C c O 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF - -
<br /> N N m EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS
<br /> < AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, v
<br /> pID IDAND MUNICIPAL
<br /> CONSTRUCTION (CURRENT EDITION).
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN r
<br /> -4 N N OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> w >3 VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY "P/ \ - w w
<br /> ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES RELOCATE MAIL BOX
<br /> > 'O ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CLUSTER. COORDINATE / v _ i 00 k
<br /> < <, PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE WITH POST OFFICE - ROPOSED p 0 F
<br /> m m APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF / S UCTURAL �+ \ s`; °°� w 3 m 1n m
<br /> O'£ RELATED CONSTRUCTION ON THE w PLANS BY OTHERS 0 1 - - 0 � �z
<br /> PROJECT. CB #11, (TYPE 1) °"c +p0 0 0 ¢ N rn o
<br /> STA 98+89.10 o \00 = - I. ® ce w D 1n
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN °"P �w G L' _ a
<br /> EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR (16.24 RT) / Y \ a N o �% >.aa- _ ' R2 rn M ' �+m
<br /> TO STARTING CONSTRUCTION. °"P�12" SD Gi
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED \\ •.°°%N j6��0 �ss� ,K / • - 12 z Z N
<br /> 'DUMP NO WASTE, DRAINS TO STREAM, LAKE, Ow jCB #10, (TYPE 1) ,� 3/ : - - \ N rn N o 0
<br /> RIVER, PUGET SOUND, OR WETLAND:' CHOOSE APPROPRIATE FEATURE °"P/ STA 98+86.29
<br /> FOR THE PROJECT CB #9, (TYPE 1) (26.50 RT) o ,ti ,mac r - _ I nV>15p• m J o
<br /> ( )
<br /> STA 98+15.88 °"a G
<br /> 6. SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE EMC, CITY
<br /> ADOPTED STORMWATER MANAGEMENT (26.60 RT) // W O Eou __i • �\ �• •J 0 0 0
<br /> MANUAL, POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETT'S '-� -� / ST MLIKILrE
<br /> DESIGN AND CONSTRUCTION STANDARDS e WE
<br /> & SPECIFICATIONS. - y TUR
<br /> 4 N=2
<br /> 350577.7
<br /> tvI_DUtAR; D / ti o a
<br /> CB #1, (TYPE 2-4e'
<br /> W/ SOLID LID) /
<br /> �••.. ,- 1 > 48.p 5.3 o i in
<br /> CB #18, (TYPE 1) /STA 97+56.39
<br /> s
<br /> STA 97+26.29 • - - 2 I _' _
<br /> e
<br /> (21.50 RT) (24.85 RT) E
<br /> CB TYPE i , + i �p �' £ I / -
<br /> COORDINATE HEDGE REMOVAL IF RIM EL-I-o 47 ° MDVE EX. 0 - _//1508 _ �R-
<br /> FF�752 �
<br /> o � � \ \ O4 S.1 !�D 8 T1y,1 �'
<br /> REQUIRED FOR CONSTRUCTION WITH \ 5
<br /> CITY AND ADJACENT PROPERTY OWNER I' `06 12" SD s" ° _ 1 0 0 5 3 = '��
<br /> REMOVE EX. STORMFF-153.5 I a n
<br /> D
<br /> Ff=153 PAD=151 - I ci
<br /> PAD=....
<br /> - s`; 12" SD // ROPOSED W L 7 153.7 �-� N ' ci
<br /> US 96+00 12 SD `/ �B#812" SD- AD 0.8 E STRUCTU L I / P 151.7 -
<br /> 5s ss - V RIM EL=1o4oI O P NS BY OTH IRS \ �.1. ,� SS
<br /> _ a t
<br /> 30 _ 12 SD. 3^ i 12"CONC(NE)IE=131.53
<br /> 27 s _ g8 PRO OSED 1z"coNc(swpE=131 0
<br /> 95+59 �� _ \ 1 OR ATER jd� O FF-1529 \ Sg I
<br /> s ss. ry•o FF=1 3 PAD=15. • CB #8, (TYPE
<br /> s SS s 5s ;-i O`'e ")1CBn lRIM 8 15E SEE
<br /> STA pa�.aO0 q`rVO•Oo• FF=152..3 P..A..D.._-.1�3 �`� 'i'R\v A,TETROD 2-"I+0
<br /> W i STA 21+05.78
<br /> 12 coNC rN � (0.00 T)
<br /> 2coc 129 � 15 LF 12' SD
<br /> CB #1A, (TYPE 2-48 I1I
<br /> ,I I
<br /> I_
<br /> a,ewaR
<br /> s STA 97+22.60 10 18" DI SLEEVE - - K'=1
<br /> (24.58 RT) C4.5 z_ ;o��� � � �•� � /"`� 3 4.0 5.3 44
<br /> RIM EL-129.45 J $D 5= 79,. � 'y'�. � I �^
<br /> SSMH#8220 / \\ / 0 - _-.... 6
<br /> �\4 _ FF=153.3
<br /> SSMH#8219 \ CENTER CHANNEL 123.i5 / , i� �1 /
<br /> RIM EL 129.10 24"coNc E/w CB #2-CONTROL STRUCTURE, - �4�2� / =13.7 10 °*
<br /> 8 PVP(SW)C( IE-119.65 STA - 72") \/ A'4�`�148_/ �/ ^ ��I 'f'2 � \e 1 5 a �/ / PAD a. N I e�\, \
<br /> 8•PVc(NE)IE-11a95 \ RESTORE DRIVEWAY �s- _ \y / FF=154,p 'I - ..� s
<br /> �. . _ 146 _ FF=153.7 -P 152.0 !3 00
<br /> as . . - 36.59 RT � PAD=151.7 12 , 1n L)
<br /> \ s
<br /> ')IE�123.30 \ 12" SD �f_ %9 0�h 0 ..yya ,P 14514 13 / / / ^+' I �o�>>sS \ J H 00
<br /> =153. STA 25+9YPE 1) 15A• N z •S S3 Z M
<br /> =151.4 (0.00 T) GRPDF• a.. ` / / I N cn 3:
<br /> 1`=04 PAD=151.4 / PROPOSED LLI W
<br /> PAD=15L4¢7
<br /> N / LOCK & LOAD WALL, 0 > ~
<br /> r
<br /> x \ 6 z i 6 15 \�E' h '' � � � i l 6�� SEE STRUCTURAL � < W
<br /> \ CB 3A SDMH 48" IN - \ / / / I � 'g PLANS BY OTHERS 2 W
<br /> CB #4, (TYPE 1) a' PLA
<br /> RIM=151.00 I a'°'� / I p� W >
<br /> \ \ STA 25+00.00 S W
<br /> IE=146.25 (12"SE) I I �' ( ) 3 I J
<br /> "I 1 IE=141.00 (12"NW) N z 0.00 T
<br /> o
<br /> \ I STRUCTURE #3,48 5a_ / �m 53• / / ; y/ I B LL AREA DRAINS WILL O1
<br /> 1 1559 x I I /BE�NEEDED UPON FINAL
<br /> x 1 - / /0 I GRADING TO BUILDINGS,
<br /> ca.a N= 350516.23 �00 N FF=158.3 I / COORDINATE DURING
<br /> E= 1285128.25 C .�h6• I 155.5� a FF=58 3 PAD=156.3 N CON TRUCTION
<br /> 48 o RCEL N 48C. Vo^ 1 GRAD '- "e.' PA� 158.3 I In I 1
<br /> UO 3� 1 ��`.. 21 FF58.3 Z
<br /> O \ \ CB #4A, (TYPE 1 W/ O 0 I *' PAD=156.3 6Yyo J
<br /> N
<br /> SOLID LID) N 0.O 5 20 / - / �6 0-
<br /> < STA 25+51.94 hh° 1• 1 FF=157.6 ' Y158? III S W w
<br /> \ �(1.41 LT) y�° \\ +\�FF=157.6
<br /> \ \ `1'0 I \ 18 157r2 'PAA.�-4`5�.6\ .' i 1 �. - �q� I 3 5.5'' Z
<br /> \ STA 24+95.31 g• W
<br /> \ � :^ � FROM PROPERTY
<br /> 11.5 LT I( -' FF=157.2 P .,� W Q
<br /> ( ) 2 I '.. \ W+• \ LINE TO FACE - fA
<br /> WALL TRANSITION �`
<br /> PROPOSED 'L 0�16\ap 1 \ LanbB \ 0 STR D LE WA 23+ _ I � 0 p
<br /> Z
<br /> `x \ SOLDIER PILE WALL, �' •(3\'�y�• I \ ,, sF� Y OTHER / '3 m <
<br /> \SEE STRUCTURAL $ �P SIG, - S
<br /> �pLANS BY OTHERS �' 1 1 \ W `� Q Z
<br /> 0 ;G m STA 22+54.00 = E
<br /> G STA 24+61.841y80 I \ \ ✓ ��_� yip ��'� rr a (26.9 LT) <
<br /> N \ q \ (11.5 LT) k� g�� \1 " + S �'j- d�a ii j0 ,�03r1 .ct�3 WALL TRANSITION w
<br /> Al
<br /> WALL TRANSITION
<br /> \Z�L ,��
<br /> PROPOSED 6 _�- / ri�^ / �3lb L
<br /> n _ BAR IS ONE INCH ON ORIGINAL DRAWING.
<br /> WS 'PROPOSED
<br /> & LOAD WALL, �6 05 �"'
<br /> 8a \ SEE STRUCTURAL •���`� Z; q �' 0 10 20 40 0-1
<br /> PLANS BY OTHERS 9 8�� � `'o om IF NOT ONE INCH ON THIS SHEET,
<br /> / �•a 1 4 H( ADIUST SCALES ACCORDINGLY.
<br /> �e e � �. 1 ,- ice/�. a• -.� u, '�'
<br /> 5, TYPE 1 �oAu: Scalf In FeetSCALE: DATE:
<br /> # ( ) .�6`p I yrn I AS SHOWN 05/112/23
<br /> s. STA 24+31.24 - 'O 0 r"a
<br /> ,N6 9;S , rn DESIGNED BY: CHECKED BY:
<br /> (13.65 LT) - o �6 h• oz 3
<br /> `x N
<br /> y CB #6, (TYPE 1) i ,�9 O 9� PROPOSED KDS/TB ACR/SS
<br /> d STA 24+00.00 0 N' / LOCK & LOAD WALL, STA 23+22.09 �n 51 PACE PROJECT NO. 21586
<br /> cu ..
<br /> Fy� (0.00 T) ac SEE STRUCTURAL (14.5 LT) CALL BEFORE
<br /> PLANS BY OTHERS WALL TRANSITION YOU DjG 811 C4.0
<br /> C�S� UNDERGROUND SERVICE(U5) REV1122-001 SHEET
<br />
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