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<br /> m SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. w
<br /> mG� STORM NOTES WALL NOTES N M N o
<br /> � 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, 1. WALLS OVER 4-FEET IN HEIGHT OR WITH A SURCHARGE
<br /> m'n; CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, REQUIRED DEFERRED PERMIT SUBMITTAL WITH PLANS,
<br /> TESTED, AND ACCEPTED BY THE CITY OF EVERETT. Q CROSS-SECTIONS AND STRUCTURAL CALCS.
<br /> ATIONS
<br /> ANDRCD M THE WSDOT/APWA STANDARD DESIGN AND I SPECIFION CATIONS SDS A FORND SROADICBRIDGE,
<br /> CD 0 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF f
<br /> AND MUNICIPAL
<br /> CONSTRUCTION (CURRENT EDITION). _'---
<br /> N OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FORCONVENIENCE. THE o / °"' 1 .f ••,,,,,
<br /> • VERIFICATION OFLOCATIONN AND TO AVOID DAMAGE X TO ANY FOR
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN r
<br /> CTOR SHALL BE RESPONSIBLE
<br /> w
<br /> p ADDITIONAL UTILITIES SHOWN. F CO LICTS WITH EXISTING UTILITIES P e I \\ _ / 0 Q
<br /> � ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE / ¢ k
<br /> ? PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE vROPOSED
<br /> APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF €-STRUCTURAL
<br /> IIIZ` RELATED CONSTRUCTION ON THE �� PLANS OTHERS o \ ss u°, 3 In N m z
<br /> ro PROJECT. °"a GG+GO, o / „ y ,� < J 0 0
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN 1 ��
<br /> EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR 1 °" / 10 beo o 00 RI. m
<br /> TO STARTING CONSTRUCTION. •��
<br /> J) CB #10, (TYPE 1) a p
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED -�0"CB #11, (NPE 1) STA
<br /> "DUMP NO WASTE, DRAINS TO STREAM, LAKE, °"v STA 98+89.10 (26.50 RT) 0
<br /> RIVER, PUGET SOUND, OR WETLAND.' CHOOSE APPROPRIATE FEATURE °Mp� /�� (16.24 RT) •ye � - a -
<br /> FOR THE PROJECT / v%" ,ti s__:: ' r _ I nV,igO o
<br /> 6. SHALL COMPLY WITH THE EVERET MUNICIPAL CODE (EMC), CITY CB //9• (TYPE 1) --�0"P �° 9 „f / I L, BW,14g 7 0 o 0
<br /> ADOPTED STORMWATER MANAGEMENT STA 97+99.03cr• �// / TED BLVD. 'k?� TW- '7 z
<br /> MANUAL, POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERE T'S (26.50 RT) MUKIL
<br /> DESIGN AND CONSTRUCTION STANDARDS 6 WEST
<br /> & SPECIFICATIONS. TUR
<br /> 2 MQbULAR
<br /> .�3
<br /> z
<br /> s� s�ss � E1525 rrr 1 �� �148.0 5.,3
<br /> CB #1. (TYPE 2-48") •/ _ 2 N I 3 R
<br /> STA 97+53.95 s ss o e ,. /; - �•,f/ z e
<br /> FF0752.8/
<br /> RIMe, TY EL-PE1z9.47 ° s 5 . . _ ,a: 134 \ I\ /® / -5:1 _ -150.8
<br /> c
<br /> 12'CONC(E)IE=126.27 EMOVE EX. ST �, - _�,v✓ AD 1 .1. I BW,1 5 3 ¢�'�
<br /> 12"CCNC(W)IE=126.06 12 Sp o ,. `\ / 5 I o = / I 1 0 0 5.3 w -3 a5
<br /> ss {_ V - PAD=151� I o v, Fin n
<br /> _ _ \ -I�N PADF�=153
<br /> FF=152.8 B 3A SDM 48' I 1
<br /> 0
<br /> s38 36�2" SD VAU1LyTAR®12 SD Ic,o,:._�s, 1 -P.i ==11 055 20..8_8o PAD=1 IE 314065.22.056 06(
<br /> 911
<br /> / � SSs°12" SO o i2 55 , I
<br /> 0 5.3
<br /> :°p',o.N�..N'x.A.s.iR 2
<br /> 27 95+5g D ai
<br /> O _ n y.o ,V PAD-150.3 ..: N l�a 2"c s n N� o ' I pR Ate OSD W T) °:n
<br /> STORM E 146.25 (12" _ +pg'
<br /> 3s-
<br /> ss 1z coNc iE _ _ p�PR (0.00
<br /> ss s s F(2
<br /> 1A, TYPE 2-48" w uz Yi ;�
<br /> // ( ) CB #2-CONTROL STRUCTURE, - o -� 12" 389�
<br /> 97+22,62 oo �. tio. _1/ Po.Pf `"
<br /> / s (SDMH, TYPE 2- 72') �^ �e - 9,3 F•.�rsTERF::�a
<br /> .53 RT) 1 STA 97+58.10 o �� 11 ' ° W_T 4.0 5,3 fSSj°°°•'°°E��'
<br /> C4.5 (34.69 RT) 4
<br /> � ssMH gazzo �
<br /> RIM EL=129.45 12" SD a.. / \ / m »�0 �< -- FF
<br /> SSMH�/8219 CENTER CHANNEL=123.15 �\ / / '' \ \ /FF-1 37 PAD=151.3 t
<br /> RIM EL 129.10 24"GONG E/W 'Cr _
<br /> e"PVC(SEUE 120.23 �\ \ 1 \ _ / _ �,5 - PAD=51.7
<br /> 8'PVC(NE)IE=119.95 °cs- _ - - FF=D=152
<br /> ' 'pvF(sw)iE=119.65 \. . _ s '_ _ - .,a-v\ FF=T.7 AD=152.0 1 e �SS�3 w
<br /> 35 \. \ \ ti• rs - 15 �yg° \ s ° P =15
<br /> E-123.30 p 5
<br /> AD 17 �
<br /> a -
<br /> ')IE=123.30 \ ri . 5 . e PA-151.4 14 .�; -�..8 �� J W 00
<br /> Ell ¢U6.5ta�. y� �� Ilie C4
<br /> \ a' ^N ri CB #7, (TYPE 1) A "I< �n .S N 00
<br /> O ri u a r ' r / =153.4 STA 25+95.21 ,15' I z SJ w Q
<br /> Z
<br /> fF==153.4 P =151.4 (0.00 T) GRAGE e.. / / f I'o W N 3:
<br /> \ o -F l51. PAD=151.4
<br /> -
<br /> ILL! UJ
<br /> PAD=15L447 16 G�E;153A , � ,... ... Z/ / �� .: I^I 2 Q �
<br /> V PROPOSED WALL IN -v \ / / 54.is / N 2 2 of
<br /> ' \ SEE STRUCTURAL 11 LF 07 SD z CB #4, (TYPE 1) \ ,ya- / ' I �S9R3
<br /> 5=116.079 1� I` / - W �
<br /> Lu
<br /> PLANS Y OTHERS I 3 STA 25) 00 N� '� S Ur W
<br /> STRUCTURE #3, N1 �LE (0.00 T) / I '3 Q c
<br /> 1 M R W
<br /> Y \
<br /> /1 . \ x � II
<br /> PROPOSED m
<br /> C4.4 N= 2 LOCK & LOAD WALL,
<br /> E= 1285128.25 .5
<br /> SEE STRUCTURAL
<br /> 13 I \ PLANS BY OTHERS
<br /> CB 4A, (TYPE 1 W h�6 5 FF=158.3
<br /> # / 0. i�y 1 GR1� 155. a � FF=58.3 PAD=156.3
<br /> 4B \ SOLID LID) O048�' 3\° I 1 � FF 58.3 -pi 156.3 I 1 Z
<br /> \ STA 25+51.94 O a LJ",5
<br /> `x (1.41 LT) ry0 0 O ' 21 P=156.39Yyo�S J
<br /> -".6 a 155 I S W d
<br /> 3 ,�1\p� I "`\F=157.6 ,PAD=155.6 . e/` S W
<br /> `7 \ STA 24+95.31 .y. \ O 157>2� 4, %e. s ^�0 I I ,g 3 5.5' W Z
<br /> 'h FROM PROPERTY
<br /> 1 FF=157.2 P ,' +W Q
<br /> Q (11.5 LT) -y I \ :. LINE TO FACE N
<br /> WALL TRANSITION 16\$O I \ PAD=155.2 _ SED'
<br /> e •�� 46 g/ 7 CB #6, (TYPE 1) w6a,W : 0 PILE WA Z
<br /> 6 STA 24+00.00 \ STR 23+
<br /> PROPOSED ,5�, i6 \ " Ana® G
<br /> `z \ SOLDIER PILE WALL, (0.00 T) Y OTHERS
<br /> SEE STRUCTURAL g`t1� I W� W / S Q
<br /> �LANS BY OTHERS "08 i�
<br /> \ 62 STA 22+54.00
<br /> o ��^ = p
<br /> STA 24+61.84 \5$• \ \ ��- ,y yy'p c b ri (26.9 LT) Q
<br /> �.1l� y O n p WALL TRANSITION
<br /> �s ; \ (11.5 LT) qA \1 " q+ 55 ya' ri3 0 C9
<br /> '72 WALL TRANSITION22
<br /> %'��" -�'-_�
<br /> RA PROPOSED 6ti6y 1 ,� / / h /�,C�rOy�r �� q�. O. VERIFY CALE
<br /> \ `.LOCK & LOAD WALL, '\1, ;1,I - - -1 BAR IS ONE INCH ON ORIGINAL DRAWING,
<br /> SEE STRUCTURAL •��.\ I � Z; M �' 1 0 10 20 40 IF NOT ONE INCH ON
<br /> }. I Jli "fig -n�-,o cn `o' 4 HORIZ. ADJUST SCALES ACCORDINGLY.
<br /> oa PLANS BY OTHERS 9 0 6• om
<br /> fo o°`- Scel In Feet SCALE: DATE:
<br /> CB #5, (TYPE 1) } 60• . vm f / /
<br /> AS SHOWN 9 26 22
<br /> STA 24+31.24 / y9:5 �o^ / m j DESIGNED BY: CHECKED
<br /> Y•
<br /> :\ (13.65 LT) � �O 0 PROPOSED / PACE PROJECT NO. 21586
<br /> `T,r LOCK & LOAD WALL, STA 23
<br /> SEE STRUCTURAL (14.5 LTT))2.09 CALL BEFORE
<br /> Fc PLANS BY OTHERS WALL TRANSITION YOU DIG 811 C4,0
<br /> UNDERGROUND SERVICE(USA) REVI122-001 SHEET
<br />
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