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<br />STORM NOTES
<br />WALL NOTES SE1/4 SW1/4 SEC. 34, TWP. 29 N., RGE. 4 E., W.M.
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, 1. WALLS OVER 4-FEET IN HEIGHT OR WITH A SURCHARGE°"P wl/W
<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. J
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF
<br />EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OVA? \
<br />o \
<br />AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,
<br />AND MUNICIPAL \
<br />CONSTRUCTION (CURRENT EDITION). RELOCATE MAIL BOX \\ \ £
<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 \
<br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR S U�CTURAL ss a°5
<br />VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY w PLANS 4Y OTHERS \ SS
<br />FY
<br />ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES CB #11, (TYPE
<br />ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE 98+88.51 STA 98 2 89.10 ° = o / 1� �t5' S cE
<br />PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE 16.60 (+6-.2+ RT) �w �a 5.80 RI.
<br />APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF "
<br />JJ 12 SD ohs �g'tTD y� 12
<br />1 RELATED CONSTRUCTION ON THE �/ ' £ Nk N n s< M' /. 2
<br />PROJECT. °"P CB #10, (TYPE 1) s 'lk
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN °"P� 98+ STA 981 86.29
<br />EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR CB #9, (TYPE 1) w
<br />= 98+15.32 STA .,a11 IS te 1 (96-5� RT)
<br />TO STARTING CONSTRUCTION. a N h iA
<br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 29.76 (26.69 RT) o gLVV' �j4$ 0.6
<br />"DUMP NO WASTE, DRAINS TO STREAM, LAKE, UKILTE P / I
<br />RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE a� WEST M SS / ) i d 15185
<br />N FOR THE PROJECT ' SS/� SS�
<br />TUR `b -' Hs#ezz I I I BIB1'8
<br />0 6. SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE (EMC), CITY 2 D h n ® RI E T o �' 1� 3•?
<br />N ADOPTED STORMWATER MANAGEMENT °"P
<br />MANUAL, POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETT'S 4 774 1 I
<br />DESIGN AND CONSTRUCTION STANDARDS E= 1S? 95.54 SS // p. S L / \^�` '? 7W_ 1}50
<br />R &SPECIFICATIONS. CB #1v_
<br />, (TYPE 2-48" �- i. s ,, � ��� � � (1 � �
<br />W/ SOLID LID) 149,�' �34 \ S / SS S
<br />NOT INSTALLED 9 STA 971-56.39 \ \ Ss - ' 2 N I
<br />ro 22.36 (i485 RT) \ Ss sn .-� /
<br />CB, TYPE �,{ \
<br />R COORDINATE HEDGE REMOVAL IF RIM EL-129.47 FCGMOVE EX. 0 r RI s# F ��' I-,,, / P= 53.9 N 4.34
<br />REQUIRED FOR CONSTRUCTION WITH 12"CONC(E)IE=126.27 SS vE E O4 =154.0 i 9 � � � 1
<br />i "coNc w IE=1zs.os S �� ,' -.�M� � 1-12'coNc(sw \ 5 a Ap I � 151.92 I W_
<br />3 CITY AND ADJACENT PROPERTY OWNER ) o ss s �� I o 1 2.00
<br />REMOVE EX. STORM - oe 12" SD lr� \S n S f \ g / ^^� PA 154.2 I / v o IF 149. 4.6
<br />CD
<br />IIN SS
<br />1 FF=153.6 7 I F 1 152. 7
<br />oe g6+00 /�.SS' 12" SD ° �e #812" SD 5 PAD=815 .61 I / PAD- 2. 7 569
<br />53 SS SS. A 12" SD RIM EL= 34. 9 \ I SS 2 I �s
<br />30 12" SID �� // 12"CONC(NE)IE=131.53 y? / I 1J
<br />0 27 SS- S n 3s� �\' 1�0 PRO OS£D 12"CONC(Sw)E=131.4 d �" s /1 I .0 'S�3 4.9
<br />N g5+59 �S ss \ OR ER
<br />1d o, / FF=15 \ £ SS CB 8 TYPE 1 I
<br />ss/ SEE \h•o,`O P�=1 .6 PAD=� 21+ 21+05.81 STA#8 ) I /
<br />o ss 12"coNcGEj L=1z9. 4 / /i �`9� . PAD=159. 1 �. L RCP (��
<br />ss s s sn 12"CONC )IE=12 .61 fie-- �\ 815 LF 12" SD ii��,� 51 - '� o R\VP 2„. Sp. 52 W / I I II -
<br />�' / \ CB #1A, (TYPE 2-48") S �" �'IIE ' 7W 11.594
<br />S 7+22.65 STA 9:7 1 EE.613 1 -\ 0 18" DI SLEEVE ' £ i Wo
<br />21.43 (�438-RT) C4.5 -\2� �" PARCEL E / 1 2.64 N , /� I. 3 I !I 15�79 4.7
<br />° a SSMH #822., �, '-
<br />N / RIM EL=129.45 , /4p / - �p - FF=156 nV 16� j6
<br />N SSMH #8219 \ s CENTER CHANNEL=12� ' `\ ��\ / /� �' - 1- /t BW�
<br />RIM EL=1za10 24"CONC E/w CB #2-CONTROL STRUCTURE, _ �42 /� / FF=1 4.8 10 2�1
<br />8 "PvcIM EL-12
<br />" �� PAD- I `155 4.g
<br />8"Pvc(NE)IE=119.95 \\ RESTORE DRIVEWAY (SDMH, TYPE 2- 72) \44� / /e ° FF=15}55.�1�
<br />,QVF(Sw)IE=119.65 \ 97+66.575TA 9716&+3 �146 _ \ / FF=154.8 P 15308 s \
<br />�, 95 _ 34.35 (36 59 RT) \ R _ �•� �� o \ « PAD=+51-t 12 �n
<br />N \ 0 ��148- P
<br />N E=123.3o \ ' � ! _ 152.83 / I �
<br />i � • , � � � FF=154.4 � � 5
<br />')IE=123.30 12" SD �'9��i . s" .-�. P - 13
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<br />N / CB #7, (TYPE 1) 25+95.7 1 LO z 6- °D
<br />P _15 * STA �, . 0.16 / / I D V
<br />_ P 1_5+54 152.52 (�) / I O ss J o
<br />-F� T5 5 152.60 / / / I N
<br />o \ 0 o PAD 151 5147 15 ' c�� 2 o III fly PROPOSED fn obi
<br />N IN 16 \ / ` ti B!y �6S LOCK & LOAD WALL, Z
<br />CB#3A (SDMH 48") N CB #4, (TYPE 1) 5+0 14 \ - / / i / N j � `�2 SEE STRUCTURAL151.26 N
<br />\ 146.04 EIM :T 12"SE) ` I I! STA 25188.99� .31 L 3 i S>s, PLANS BY OTHERS W LU
<br />140.66 (18"N)IE=,!! G9 (12,*) N 1 (O.QG-T) x 1 / I I I `gam Q a W
<br />\ 4� J0 / \ 6/ I = x X
<br />\ STRUCTURE #3, .5 2' _ ��'i / \ I H Lu
<br />N=350515.4839 1 / / x- j I (W') W
<br />�I E=1285128.7460 C4.4 ,.--38061116.23 FF=159.1 LO
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<br />f N0 � o / FF= 59.1 PAD=156..3 I N
<br />C8O 4 ii ii E �h� \ P 157.1 N I 0)
<br />\ \CB #4A, (TYPE 1 W/ 00 4 �� I \ 21 -53 157.11
<br />SOLID LID) ©O / 156. 1 o
<br />' \ FF-158.5 ' 158 I l
<br />25+51.60 STA 28 2 51 9+
<br />\ 1 3 (9-4-1- LT) �i 1
<br />18 W + W �F-158.2 156.51 s,
<br />'' \ 24+ 5.01STA �4 F95c3+ y` 9 0 158,.0 �A� 1 W ��� i `S) d
<br />Ir 12.0 (�5 LT) 1 I to , \ FF=157.8 P W
<br />3 WALL TRANSITION � �5 1 �' \ 1- 3 C 7 W W W �� �I � -EOM Lu
<br />PROPERTY(9 Lu
<br />63 \ \ ? 1 \ 1 \ AB \ 3+00 S Q
<br />2 �s LINE TO FACE z
<br />x 5' �,,� 1 I \ sFW W OF WALL W
<br />r \ PROPOSED ��o' y1 1 \ 1 W W W W / Q
<br />SOLDIER PE WALL, y 0 W W W - a s �%% x
<br />I� SEE STRUCTURAL A•
<br />1 PLANS BY OTHERS �j W \ i ��O a O 0
<br />W W
<br />p G 24+ 2.87STA 24F61.84.�� ^ �o
<br />\ 5 LT Q
<br />�2 OWALL TRANSITION $ 1 �1 2 ' �� ` // � I _ 0
<br />`a.3 m I Q z
<br />20 2.5 ® % ^ �� �'3/ �� �0 22+54.39 E
<br />\ PROPOSED 16,1gO 1 STA
<br />'�' ^ I-E3490
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<br />LOCK &LOAD WALL, E CU
<br />t- '���� 0 46 c „a I WALL TRANSITION C9
<br />\ SEE STRUCTURAL 4. ��0 1 %p& Z�
<br />PLANS BY OTHERS 0 Zh
<br />y�
<br />RECORD DRAWING \ CB 5, 6
<br /># (TYPE 1) yg�� / C1���o �`�' fro°' � VERIFY SCALE
<br />THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED rn. 24+31.54 STA "�T
<br />ON AS -BUILT INFORMATION PROVIDED BY OTHERS. WHILE THIS �''�, , 9 '� pO 0 9 STA 23+22.09 BAR IS ONE INCH ON ORIGINAL DRAWING.
<br />INFORMATION IS BELIEVED TO BE RELIABLE, NO ASSUMPTION 13.21 (�3:6r LT) �• � ! c' � 14.5 LT
<br />SHOULD BE MADE REGARDING THE ACCURACY OF THIS RECORD # (TYPE 1) ,�t�°��� / g WALL TRANSITION' IF NOT ONE INCH ON THIS SHEEP,
<br />DRAWING, OR FOR,n=-Fd-CR.TFtORS OR OMISSIONS. /a CB 6, / HORIZ. ADJUST SCALES ACCORDINGLY.
<br />""-In.- `nd- �� 1 Scale In Feet Andrew C. Reaves _-NUM ER y 23+99.93 STA �' 4 1 09.99 D " J SCALE: DATE:
<br />12/12/23 s� g A/B 95 LF 4 NO
<br />SIGNED BY .e�n���®°��� DATE Q� 0.04 LT �>� '�' INTERCEPTOR A/B SDCO OF OT A1ER AS SHOWN 12/11/23
<br />Andrew Reaves, PE, Senior Principal \ PROPOSED A/B SR2194% B ND= 1565 57.53 RE�Aj OF 4 GGG 1 1 DESIGNEDKDS/TBBY: CHECKED BY:
<br />PRINT NAME do TITLE I \
<br />LOCK & LOAD WALL,
<br />SEE STRUCTURAL
<br />PLANS BY OTHERS
<br />P VOA- I' PACE PROJECT NO. 21586
<br />CALL BEFORE
<br />YOU DIG 811 C4. Q
<br />WIDGUMNO SOMM (M REV1122-001 SHEET
<br />
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