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<br /> S - 101 =''r . ( , LEGEND
<br /> ( 1
<br /> " / I ' RIGHT-OF-WAY I PROPERTY LINE S O e S m
<br /> / / / I
<br /> �' rith
<br /> ' / I / CB 36t5
<br /> l ' / .�e / / 3, I I RIM 456.53 - CENTERLINE
<br /> 6" PV1 IE 453.39 WSW
<br /> r/'/ �/ // e / RIM 4 5939 37 '� \\ j 6" PV IE 453.33 WNW EASEMENT
<br /> / e e / C 0 X
<br /> 2 SEWCR FLP) / 6" PVCIE447.13NE & S / J - - - _ \ ( ( 12" C CIE451.73W
<br /> \ O E�SEME T / 8" PVC IE 447.03 W %//�\ i e e f I 12 C C IE 451.72 N ' v
<br /> 91�0906 320 CTR. CHNL. IE 447.08 i I SSMH 20039 BUILDING OUTLINE
<br /> e` - - - -: (/ it RIM 452.74 4 1 1 1 I t a c ectsQ
<br /> I / \ r f II , _,_ CB 20018 8" PVC IE 444.58 W S SANITARY SIDE SEWER C3.10
<br /> `-/ 4r..• ti III RIM 453.68 8' PVC IE 444.46 NE
<br /> \ �� I a 1928 43rd Ave E., Ste A
<br /> • J'� , � / 1 � � Ii `''` 6" PVC IE 450.95 NE • SANITARY SEWER CLEANOUT Seattle , W A 98112
<br /> / / / / �_a • I it ( 12" ADS IE 449.90 N SSMH 20038IMFI ` ` / CB 4760 ___-__ _/ .,_ r , I ( 2 0 6 ) 4 5 3 - 4 0 5 3
<br /> �. / / „i J 12" ADS IE 449.88 E RIM 453.96 123 PROPOSED MINOR CONTOUR
<br /> 45 \ S RIM 453.56 • ; ' '
<br /> 5 �\,,f iiiiiiiiiiii ,,/ ,/,ii/,/ ,, 15 WATER PIPELI = h 6 PVC IE 445.81 S shoesmithcox . com
<br /> 6" PVC IE 451.$8 E / 1 EASEME _ o" ,.; 1 1 0 ,* 8" PVC IE 445.70 E
<br /> CB 4759 \�; \\ ' / 8" CONC IE 451.5s SW / #2000061504 7 II ' p ,, IE: 445.81 6 123 PROPOSED MAJOR CONTOUR
<br /> IM 453.50 / 12" CONC IE 451.43 SE 30 LF 6" PVC • 1 ,i, , / - - - AI
<br /> -
<br /> �51.67 NE �•` 12" CONC IE 451.42 NW SDR-35 P1 2.00% / 4 I ` , ,�.,.1 i Q 4 FIRE HYDRANT ASSEMBLY C
<br /> X\^t ��� I i I `� �� alk.\ ., / / 1.1, SD su
<br /> ,,_ sz < - �� 410 ►• / ( { I` W W-- W �---S$ SD-E THRUST BLOCKING
<br /> ( SSCO#4 I I C3.14
<br /> / ' I I i " FITTINGS AS NOTED
<br /> \ _ - ` \ I -�- __... , _;. N 327613.34 j 1 1 _
<br /> -I-- , , 119TH PL SE
<br /> ''45 1K-
<br /> / E 1305083.37 / I '+ SS S- SS- - W WATER PIPING 4
<br /> \ 4 -\ G \ \ ;.._ / RIM 456.5 / I ) I S ' I I C3.10
<br /> \ APPRe'` Al \41CV /
<br /> f\�. •4 LOCATIO �OF\ t., / EXISTING B ILDING IE 446.93 / i \� �)� I I 3� O■ CATCH BASIN TYPE 2 C3.10
<br /> / \ \ / GAS EASE `NT / I I I 1 I IO a©
<br /> / \� 891101005 , / sncn e"Pvt FFE 457.1 \ .. - / ■ CATCH BASIN PER PLAN
<br /> '/ GASKET LID '
<br /> • RIM 456.10 / \ C3.10 C3.10
<br /> • 70 LF 6" PVC / AI
<br /> '� ��. W ( / / - - I ' I - - --e®-- • STORM DRAINAGE CLEANOUT
<br /> / / f ;I s r
<br /> / ►�� -,`vas / SDR-35 2.00% / '
<br /> \ kp \ I. / ,.< < .,,., : `
<br /> I 26 LF 6" PVC BEE 0 ROOF DRAIN DOWNSPOUT NW
<br /> j �'� I ICU% / Ai ' I SDR-35 r, 2.00%
<br /> �� �� / / \ D STORM DRAINAGE PIPING ODv. • _ s I-- / CB 4699,� �r v .y ) RIM 456.56 �� vvI N 3276 3.34 Ilk
<br /> �►�i �i8�1f���j � ///�////�///�/ /l// // /4 FOOTING DRAIN
<br /> er �_ � `,\ `�• I � IE2.7/ W, ✓ / ', .�1 _ . ;�` E 1305114.23
<br /> ������ �`1 Jae - W/
<br /> _ / I , , -RD-RD ROOF DRAIN LINE
<br /> 45 ..,� �� I , ' AT TOP OF PIPE / / 0 I I i IE 446.33
<br /> 0! e �,,\ e`mi\LI*l �� I * \ bethany
<br /> ^m.�� 4 SDCB#11 4 � / � I I 0 � I 1 I��, \
<br /> - Ali`ili I r CONTROL STRUCTURE / / �� IC ► I \ :kdilidedi nurs nge / Qso°TYPE 2 c� / \ \ E NOTES
<br /> 55 le e ` SOLID LID e I I I \ tion s
<br /> `,' e (OVERBUILD ON EX 12" / 1 ' CONNECT NEW SANITARY SIDE SEWER TO EXISTING MANHOLE. RE-CHANNELIZE
<br /> / 'S I ' EXISTING MANHOLE AS NECESSARY. CONTRACTOR SHALL FIELD VERIFY
<br /> I II
<br /> r 1''� e -. '•r N 327538A8 / / - - �9G ,r 1 ,
<br /> / IE 44$.51 ILi) LOCATIONS AND INVERT ELEVATIONS OF EXISTING PIPES PRIOR TO
<br /> c.)411
<br /> � ae E 1304847.28 / m o / 0if, 1 ' \
<br /> 1 ...
<br /> \ RIM:455.88 / / / - , 1 1 CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITIONS CONFLICT WITH 2235 Lake Heights Drive
<br /> r / ' /9 LF 6" PVC I I ' \ PROPOSED DESIGN.
<br /> imi `� ����� - ~� �� f IE: 451.76 12" (N)EX S 3 / I L , ( 1
<br /> : 'A.U:. 4' .r--e , r , L \,rr / / t S R-35 ❑ 2.00%,
<br /> r \e` / IE: 451.76 12" (S) / c 1 q i ``I CONNECT SANITARY SIDE SEWER TO EXISTING SIDE SEWER . CONTRACTOR Everett WA 98208
<br /> �•: e -- • - e 1 / / \ • r -' 1 I I ola I I ' SHALL POTHOLE AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF
<br /> CB 4758 r ` I / / I SS co#q I ' 2
<br /> / \ \ I N 327543.2a d- I ; EXISTING PIPE PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF EXISTING
<br /> RIM 454.58 1 r I _ - APPROXIMATE \ / SDCB#18 I 1 0 \6" CONC IE 452.01 E i I LOCATION OF / TYPE 30 I E 1305083.371 { I ( -' _ _ _ CONDITIONS CONFLICT WITH PROPOSED DESIGN.
<br /> 12" CONC IE 451.69 N , , - BUD EASEMENT s6, / ©I RIM 456.5 I 1 I 1 r SANITARY SEWER POINT OF CONNECTION. REFER TO PLUMBING DRAWINGS
<br /> 12" CONC IE 451.68 S I� r #8910300110 \ 40 / HERRINGBONE GRATE / I I IE 448.331 I I I ` ` O FOR EXACT LOCATION AND INVERT ELEVATION.
<br /> i ;r ` ICV / N 327518.64 . I 1 rn
<br /> 'i \ -DM I4579 T-I / E 1305025.89 ' / \ i I �j I I CONNECT DOWNSPOUT TO STORM DRAINAGE NETWORK. REFER TO Aak
<br /> ►� '5.32 \ L RIM: 454.96/ / '' I Z II I , 4 ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF Wir
<br /> FIELD VERIFY EXISTING D" A°. \S M TO 6" P IE 449.50 ESE \ „ / r I 1O
<br /> DETERMINE IF NETWORK I ,'O HOLE \ IE: 453.13 1�2 (S)/ t I I DOWNSPOUTS.
<br /> ' ,� L2 INC IE 447.01 NW
<br /> AS NECESSARY. IF SYSTE r DE ' '' \ D TO 12 • NC IE 446.91 W / IE: 453:306.
<br /> (NE)/ O I �.. I I I CONNECTFOOTINGDRAINTOSTORMDRAINAGE SYSTEM WITH 6" SOLID PVC KEYMAP
<br /> / / ( I 1 O I I vt...ire
<br /> 50BE IN USE, PROTE 6N P A`_. !TIFY - I / 28 LF 12" 50% f.- I I I �� ( O SDR35 PIPE WITH A MINIMUM SLOPE OF 2.0/o.
<br /> ENGINEER IF A CONFL s� I R D. 169 STORMTECH ) I OVERBUILD STRUCTURE ON EXISTING PIPE. CONTRACTOR SHALL POTHOLE
<br /> \ I / / I I SDCB#17
<br /> I , - SC-310 CHAMBERS �12 / / / / �1 I I TYPE 30 6 AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF EXISTING PIPE PRIOR
<br /> I ( . / CONNECT TO EXIST •,\ / I HERRINGBONE GRATE O TO CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITIONS CONFLICT Bethany
<br /> 1 1 N 327482.92
<br /> 11 - / IE: 452.99 12" (S) / \ / I E 1305084.26 WITH PROPOSED DESIGN.
<br /> / IE: 452.9912" (N) / \ ,, 0 / I g , of the Northwest
<br /> I
<br /> I I [,_ 1\ / / „� 1 2 I I I RIM: 456.09 CONNECT PIPE TO EXISTING STRUCTURE. CORE DRILL WALL TO PIPE DIAMETER
<br /> y / / l i ` `r I 1 IE: 453.94 8" S O +
<br /> rl'Or
<br /> / 0 w I I ( ) 2 MIN. FILL ANNULAR SPACE WITH NON-SHRINK GROUT. NO. DATE REVISION
<br /> DOH ON
<br /> a � I I / / "` / � r e ,/ /� it.
<br /> CRS
<br /> 1 01-28-2019 RESPONSE 01
<br /> / 7
<br /> I 1 I I O8 CONNECT NEW FOOTING DRAIN TO EXISTING.
<br /> /�\ I,
<br /> I I / / / , p 86 LF 8" CPEP @ 1.00% CITY OF EVERETT'
<br /> f r { SDCB#12 / / I / m / / '� ! I RECONNECT ALL LINES DISCHARGING TO DEMOLISHED CATCH BASIN#7171, 3 03.29-2019 RESPONSE 01 (BLDG)
<br /> I MI I/ ' 48"TYPE 2 11 N Icy, / / I POC TO EX 8"WATER 9
<br /> / ! I I O SEE SHEET C1.01. CITY OF EVERETT
<br /> l ■ HERRINGBONE GTE ---' '-'''-•''/ _ I I 1-8" COUPLING
<br /> I - I I I I PROVIDE PRECAST CONCRETE SPLASH BLOCK FOR ROOF DRAIN DOWNSPOUT, 4 04.29-2019 RESPONSE o 1 (PW)
<br /> r Iw / O I 1-8" SPOOL
<br /> } 11 I : . --"' .. -: ) N 327444.59 I / / o , I I 10 GRADE TO DRAIN TOWARD EARTHEN SWALE. REFER TO ARCHITECTURAL CITY OF EVERETT
<br /> /-*" - A - :'-a E 1304880.67 / o ( I 1 8 GATE VALVE (MJXMJ)
<br /> EASE �T� �/ - t? (] \ / 1 1 DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. 5 05.31-2019 RESPONSE 02(PW)
<br /> / 90c L { RIM: 454.85 I / / 0 1 0 1 I I I I N 327415.50
<br /> / / - - �_ ►E: 451.76 12" (N) J
<br /> / / -a I1305091.45 O DRAINAGE TO BIORETENTION FACILITY OVERFLOW
<br /> E 11 PROVIDE POSITIVE
<br /> IE: 451.76 12" (SE) / / ELEVATION AS SHOWN.
<br /> / / a0 e /
<br /> _ 11
<br /> / U - . / I -4)(1_ I 465
<br /> I I / / I e \ ( 0
<br /> 465
<br /> ' �I I e / \I / l �,- / SDCB#19 I .I I ) III 'rN'YtC�1'CPC£�tFQ/Y1N'B'/��HV ' �i / / l TYPE 1
<br /> #16 E ISTING GROUND CL PIPE cv
<br /> I 'v SDCB#1 DOME GRATE -...�_ 0--'--- SOLID LID 460 4 PROJECT MANAGER
<br /> - 48" TYPE 4' I RIM: 455.58 �A II
<br /> N 327397.26
<br /> 1 1- - I SOLID LI IE: 452.75 8" SW % E 1305081.06 FINISHED GRADE CL PIPE LDQ
<br /> 11 I 0 I N •
<br /> 327380.'2 1 e I 26 LF 8 @ 1.22/o PROJECT ENGINEER
<br /> o / / �� RIM' 456 51
<br /> JE E
<br /> OM
<br /> I I 4 E 130488r 62 I 0 „ /7 W/IE: 452.75 12" (SW) _� _ - - �' T
<br /> \ I / / If ' / FNDT. n ( PROJECT TEAM MEMBERS
<br /> IS at
<br /> \ \ I - _ RIM: 455.: / / / IE: 453.08 8 (N)
<br /> e \ \ I ( _ _ . r.,. . . .: :- I IE: 451.76 2„ O11 � 48"TYPE 2 CB#14 ` J• // /// �',`,�; ( ) -._ CHECK
<br /> S
<br /> ��� //// IE: 453.25 6" NW 455 - 455
<br /> f\ I i Ie.. I ,..m_ ,. . I 0 I / / / / 23 LF 8" 23 LF 8'
<br /> ' I J _ Q� I SOLID LID _, �/ ! / hcb 1 M/ATER 1-8"45 • EX_8"WATER D.I.P. CL 52 57 LF 8" D.I.P. CL 52 D.I.P. CL 52 EX 8"WATER DCN
<br /> , I RIM:456.02 n- / °` �' THRUST BLOCKING - --
<br /> -
<br /> /// ASEMENT
<br /> I IE: 452.36 12" W) E I �� / N 327392.12
<br /> \ I I , C... .. ._ ... ... \ u r • 7• 0 IE: 452.36 !110
<br /> �� / '�j 49 LF 12" CPEF�@ 0.50% E 1305091.09
<br /> I I \ IE: 452.36 , " c / -461- SEAL
<br /> .4.
<br /> 1\ \,-- d �_
<br /> / / \ \ - . ._ . / / // h°' S AGE POC TO EX 8"WATER - -1-8" BEND
<br /> f 1 1 - - ,6 w rap ,_, _._ _ .I ___. _-. ._. - . _ .�-. r - �. __ -__ ` ` TAINER/ SEE PROFILE a 1-8" COUPLING THRUST BLOCKING ,k,\SToph,.
<br /> / I , \ 51 LF 12" CPEP @ 0.39% 30 LF 12" CPEP @ 0.50% // / f -^ C3.02 1 8"45 BEND- -POC TO EX 8"WATER �*�of RAsgr�L�'�
<br /> / I I O ►� / „ W W W yy W- �, / 1 r--- «.. '« THRUST BLOCKING 1-8" COUPLING S, 4r• �o
<br /> / li \ \/ I i .�u.. r---- \ W W r iI / 1
<br /> k� / T
<br /> - i _ / / 445 - TI 1 I 445 A -'.-"t'' o\ �• �,, i 1, - - _ - ® - - - _ -_ - _ _
<br /> - BIO NfA�ILITY E2 POC TO EX 8_._.WAT€ - z
<br /> / i CB 3821 _ - - - - -' - - - - ' / OTTOLO EVATIONO 54 75 25© �r�I \ / RIM 455.�2 1-8" COUPLING ` �,,, 39383 ,.;I V- , 12"��lC IE 451.96 E _ - _ _ 1-8 SPO.. - -- / B ® WATERLINE PROFILE IS YL/" coNc IE 4 2.30-,vOIT- 1-8" GA JX M AREA: 195 SF ,� o�`SSIONAL � �1< / t .� oI I S �'#15- 1 LF FORAYED PVC 0.00 0i _ REVERSE FLOW"^ '`' N 327351.60 `g 61) SCALE: HORIZ 1 =20, VERT 1 =5� I �56 _ 1 IE: 451.96112 (NW) E 1305028.i W /!l� TYPE1 d lI e / SOLID LID1 + 5/31/2019
<br /> I�J40 I . s1 i e l e 23 LF 8"• / /N\ I I " e -458 ..» .» .». .FND1G..�j .% N 327364.63 -1 8 45•« . . . . . . . . /i TITLE
<br /> \ 1 \ - ' - ( __...3 ..:"& _, i i _ a I \ e e - ./ E 1305044.$9 THRUST BL KI
<br /> - s1- _ f RIM:456.21 / AREA B STORM
<br /> \ I \,,,__ 1 /) ~456'' - -, -e \\ ' E�452.51 12"{W) N 327351.93
<br /> I I I `` i4. 454- - 55 / - / / E 1305051.18 (e- - -459- - - _" /
<br /> IE: 452.51 12 NE
<br /> ... _._. ` 2----i_ _i_ _-��? / / c ) ,, . . DRAINAGE AND
<br /> -- � �..F}._-- ��_ -� - Civil Engineers
<br /> _1 I / 1 I I N Structural Engineers T I L I T PLAN
<br /> 6'BN INr%T-r�.` I 1 ''
<br /> DISREPAIR FENCE INTX / I 01 / I ;,< r, ,ti' I FENCE ANGLE IS Landscape Architects
<br /> IS 0.6'N. OF0
<br /> / v ^- t., : . ,- I.' ,E 1 I 1 0.2'N.x1.9'W. OF
<br /> CORNER I '1� W/ ) j I 0;6'N.x2 8 W. OF CORNER Community Planners
<br /> I
<br /> FNDT. ` `r L ''' I ; CORNER Natural Resource Ecologists ,
<br /> SHED IS Land Surveyors PROJECT NO.
<br /> ,� OF Neighbors 18.03-01
<br /> LINE DATE
<br /> �� 4 12/21/2018
<br /> A H B L PROJECT NETWORK PATH
<br /> O GRAPHIC SCALE
<br /> 0 © 0 10 20 40 TACOMA • SEATTLE
<br /> Qi!lif SPOKANE • TRI - CITIES SHEET NUMBER
<br /> Sp 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> 1" = 20 FEET 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
<br /> Know what's below. C3 ■ 02
<br /> Call before you dig. NOT FOR CONSTRUCTION PERMIT SET
<br /> COPYRIGHT© 2018 shoesmith cox architects
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-STRM.dwg
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