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STORM NOTES WALL NOTES SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. w
<br /> 0
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, 1. WALLS OVER 4-FEET IN HEIGHT OR WITH A SURCHARGE \ __
<br /> 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. CROSS-SECTIONS AND STRUCTURAL CALCS. o ,-
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF
<br /> EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS
<br /> AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,
<br /> AND MUNICIPAL
<br /> CONSTRUCTION (CURRENT EDITION). RELOCATE MAIL BOX oNP $\\ \
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN CLUSTER. COORDINATE / w / / -- �
<br /> OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR WITH POST OFFICE - - ROPOSED�ALL
<br /> CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR .TURAL
<br /> VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES CB #11, (TYPE 1) oNP PLANS BY OTHERS
<br /> �1�OT 'h
<br /> ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE 98 STA 98+89-+8- �r oHP s
<br /> PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE 16.1j0(+6-44
<br /> APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF J) /12" SD � o r �1�'0 � �,i �$ � -� R`
<br /> RELATED CONSTRUCTION ON THE / °"` �" °N �. "" / 12 z
<br /> PROJECT. a c CB #10, (TYPE 1) £ _oe• '-
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN aHp��98+ STA 9�.T -
<br /> o" 98+4.76 STA ..ego-r oo_ oHa�� 1 �E� - - y i I 7W>EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR o CB #9, (TYPE 1) (26.50 ) i �, I I BW_TO STARTING CONSTRUCTION. -
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 76(^�RT) gLVD•
<br /> 'DUMP NO WASTE, DRAINS TO STREAM, LAKE, + UKIL o' _ i _ / i I
<br /> R RIVER, PUGET SOUND, OR WETLAND.' CHOOSE APPROPRIATE FEATURE .y6 WEST
<br /> FOR THE PROJECT -STRy�TUR
<br /> r,^
<br /> 6. SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE (EMC), CITY _
<br /> UiAR
<br /> ADOPTED STORMWATER MANAGEMENT /oNp 2 Q D \ ^N '`�- ® 1 �� / ' I 1 °� '$2
<br /> MANUAL, POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETT'S '�`
<br /> DESIGN AND CONSTRUCTION STANDARDS � � ;� a-�-� -� „r „, -. ,- ���� ^ p• �, TINc.y;3•�0
<br /> & SPECIFICATIONS. CB #1, (TYPE 2-48" --'•'" i7 0
<br /> W/ SOLID LID) p � �' 11 149j`5 $4 rn
<br /> NOT INSTALLED 9 ..8 STA 97.56
<br /> R 22.36 a
<br /> / U, I
<br /> COORDINATE HEDGE REMOVAL IF RIM E_1z.-e/ MQVE EX. TO -1539-
<br /> FFr N 1
<br /> {�8� 4
<br /> REQUIRED FOR CONSTRUCTION WITH 1z'CONC(E)IE=I2s.27 ,�`o' \ O PAD 115192 B $4 0
<br /> CITY AND ADJACENT PROPERTY OWNER 1 "coNcREMO zs.oe Q 12" SD c ��`�s ss y � f j \ / �\ 5 I PFF 154.2 1 2.00 / i w gn9 '4.6
<br /> REMOVE EX. STORM /.
<br /> 6 i (/�j\_},h FF-154. r / p N N M L
<br /> � PAD a�2.16 ��... O I � /
<br /> P" _ „ RIM EL-IJ4.JI A PAD ���777•••rrrl 152.7 �-'' +.. I _! noi,¢°D m
<br /> 03 g6+00 ss� 12 SD a N8.12" SD- PAD-- 815.61 1 j' o3 m
<br /> r ss _ p 1 FF-153.6 7 1
<br /> 53
<br /> 2 30 12 SD ,�3a 12� -' 7, 1z"coNc(NE)IE=13�
<br /> � g0 PRO�OSD 1z"CONC(Sw)IE=13 i A i I FF=154,2 4.9
<br /> 95+59 /ss \ 1 ORM WATER t0 a \
<br /> FF=153.8. �PAO= �, �• � CB�#8 (TYPE 1) I
<br /> ce IM151 TY2. I VfjUL, SEE qqq,,,,,, +00
<br /> 55/ SSA' O"e RIM EL= 2.74 3P- \ � _ PAD=151, 5 0 'Z� 21+D5.6 $TA 'z-rro`�-.-'ry
<br /> 55 1z"CONc(NE) HE C4.5 .PAD=15.4 i - Jy `O ROP
<br /> =1zs.7 �5 AlOP ( �
<br /> s Iz"coNc IE=1z.s1 � *ae- � \ _ pFt1VA SD f
<br /> s s BiSS LF 1�' SD ii 161 151 5 S 12 - - -. . ,
<br /> � CB #1A. (TYPE 2-48') `�' � � � � � � � � �
<br /> �
<br /> s 7+22.65 STA :ter 1 o I /
<br /> 5 CF 18" DI SLEEVE
<br /> 21.43 RT C4.5 / = '4.7 44 '" (94'6� ) - � �- *•/1 RCEL 8 -1,- 2.84 _ -
<br /> � - / I r`- L 1 56-� � ���' I � 7 n •C Reav e
<br /> ' % 4
<br /> �� SSMH 8220 -' t
<br /> X RIM EL-izs.a5 / �� ' 14� i "- FF-1F4.8 FF=1542 21 / 60.26y yF 31e57
<br /> SSMH#8219 CENTER CHANNEL=123.15 `� `\ / / / \- -/ / - t W\ A d
<br /> RIM EL 120.20 �'^ 24"coNc E/w CB #2-CONTROL STRUCTURE, 74 _10 B sTER���
<br /> s'PVC(SE)IE=119.95 SDMH, TYPE 2- 72" a �_. / 52. 15$ 4'9
<br /> o ,PVc(NE)IE=119.65 \\ RESTORE DRIVEWAY ( ) 14 / a� •. FF=455.1 1
<br /> PAD I Iraq
<br /> v sw)IE-119.s5 97+66.57 STA 99+66-+3 -'\ -a6 F - - -'��° _
<br /> e�F( - _ 1 - - \ FF=154.8 �P s
<br /> T _ - \ 34.35(36.59 RT) 'e- \ 48 - _�h"' _ `�: �\ .Q PAD= 7• 121 8< i - \
<br /> .mv =-123.30 �- -s ,. `t FF=154.4
<br /> V\^�/ 152 3 P
<br /> )IE=123.30 \ 12" SD
<br /> �• A
<br /> I m I I-- vSSg
<br /> \ �% / CB #7, (TYPE 1)25+95.7 .d 'D S�S co
<br /> R _ STA�4 1?0.16 I�o LJ
<br /> \ 1s2 / i•.`�^0 2z ^ 1' 1 P 152 2 ( F) / / I`° s J F o
<br /> P
<br /> P - S 152.60 O --= I j C4-1321554� 15 ..'�k�".. .-- • 2/ o PROPOSED to 00
<br /> 16 \ + I I B/yo�s3 LOCK & LOAD WALL, Z
<br /> CB#3A (SDMH 48") iv # ( ) \ / / / I / 2 PLANSTBYOOTHERS U)
<br /> \ - 1 4, TYPE 1 5+0 14 e
<br /> i \ 146.04 E51.26REMi 16.25 (12"SE) ` L-'1 I` 3 STA .." P .31 L //'�� ���� / 3 S ` F
<br /> \ 140.66(18"N)IE=�W) I > i v I I s� p Q w
<br /> x 48 u� y _ �� i \ 6/ I = 2 �
<br /> b \ 1 Lu
<br /> STRUCTURE #3, 2.5' / i / \ " III / \ IL In In W
<br /> N=350515.483 0 I < a
<br /> E=1285128.746 C4.4 N 35951`23 16 - TN FF=159.1 I Q o
<br /> { -�-' L N�. � 1 o FF--1,,sCgC.i, PAD 15t5E3 N In
<br /> 48 RGE UO 48' ��q I 1 21 FF=158.8 PAPP
<br /> 157.11 rn
<br /> CB #4A, (TYPE 1 W/
<br /> \
<br /> \ SOLID LID) u�+F oP 5' \ FF=1585 156 1 s �158 25+51.60 STA B-�1.94 h• ii �.`� �\ 'p ,PAD=-155.6 s
<br /> 1.3(4•_41- LT) 03\z2 \ 18 \. ��kF=158.2 156.51 ass. •i2 Z
<br /> \ 94 5.01 STA z+T9T.�T 7l' 0 d I � � 158'0. •PAI�3.
<br /> 12.0(11.5 LT)_.. k. 1 11 `t. \ FF=157.8 P ""�`W � W 1, w a
<br /> \ / WALL TRANSITION W
<br /> 0�• �6�� � \ y 155.83( t; '` I � -EOM P OPERTY
<br /> T FACE 0 Q
<br /> OF WALL w Z
<br /> \ PROPOSED ��„51. I \ SF'• •' `p - - �Sp3 y
<br /> SOLDIER P)LE WALL,
<br /> SEE STRUCTURAL 0.• 0� \ f'o •0 0
<br /> PLANS BY OTHERS \6, Ij A W \ "ice / D� `a rn^�� ^ TIP O p
<br /> 24+2.87STA 24i 61.8 L eo t \ - yyy �� 3 ^ m Q
<br /> \ 'o �2.0(fi .5 LT) X•� 9 1 " / �o`O ,p5'o i �/ 0
<br /> 4'35= 2 WALL TRANSITION g� I \ 2 ��j t m� � d',h�' 3�� 03 yyyy��� Q Z
<br /> 2.5 "e� 'c�3� 0� 0 229
<br /> STA 22 164. 9 2 p
<br /> R` \PROPOSED \6`>-9 1 6�/ 2 /�� ti o ^ (64-LT)26.19 w
<br /> \ /(LOCK & LOAD WALL, --- _ o '�� o v'^�' WALL TRANSITION 0SEE STRUCTURAL
<br /> RECORD DRAWING PLANS BY OTHERS 0�9 �,�b ,yg O y�• �0 1v
<br /> uF= n VERIFY CALE
<br /> ON AS-BUILT DRAWINGINFORMATIONS PREEEN PREPARED,BY IN.P WHILE AW,BASES \\ 24+1321(T�LNPE 1) \q9� - / iq � I �y j7 (14.5 LT) 3 4
<br /> m J
<br /> ?� 9 _--- �/ 0o STA 23+22.09 BAR IS ONE INCH ON ORIGINAL DRAWING,
<br /> INFORMATION IS BELIEVED TO BE RELIABLE,NO ASSUMPTION 9; (D,1 D 10 20 4Q 0-1
<br /> �d s SHOULD BE MADE REGARDING THE ACCURACY OF THIS RECORD h '�/ 0 < IF NOT ONE INCH ON THIS SHEET,
<br /> gg o k y� �Y WALL TRANSITIO HORZ.
<br /> 3a DRAWING,OR FOR��.RNX�aFRRf�S OR OMISSIONS. N-,
<br /> QB #6, (TYPE 1) .� �,4�' 0 ADIUST SCALES ACCORDINGLY.
<br /> �o Andrew C.Rexves�.;"'^;bps,.,„ 23+99.93STA ^"�9 9� Dr• � 51 Sc le In Feet SCALE: DATE:
<br /> SIGNED BY ss DATE /23 A/B INTERCEPT N5 R AS SHOWN 12/11/23
<br /> LT 0 5' A/B SDCO �F
<br /> k' DRAIN RIM=157.53 REPUA E GEW 1"! DESIGNED BY: CHECKED BY:
<br /> X PRNT rew NAMER&a ,PE,Senior Principal PROPOS TRUE LOCK &EDLOAD WALL, I oT 2 A/B S=2.94% BEND=156.5/ PIJ�TvO�. 4' PG I PACE$PROJECT NO. 586
<br /> SEE STRUCTURAL CALL DjBEFOI�E
<br /> PLANS BY OTHERS YOU G 8li Cj4,0
<br /> ���� BOER9NUrf1 8 cGsW REV1122-001 SHEET
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