9506 7TH AVE SE Utility Plans 2024-12-04

RECORD DRAWING MAY 2024 A PORTION OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 05 EAST, W.M. LU 0 0 i J i aD (D 0 0 0 n V) N E 0 CT Y U U 53 52 51 50 49 48 ° ( � O I / N o J � l 280S18-003-090-00 I d' 01OW32-000-OIW 00 28OS18-003-077-00 i280.S18-003-OS9-00 \ / l --28OS18-003-060-00 28OS18-003-OS7-00 Tran 41eu Quang & Nguyen Lieu T17 Krisina VSharova I Doug/asL Foroham I I / PeterFThayer 1 GreyRRbck�h?vestments LLC Si/vef OverLLC 9W3S7117 A ve SE 9SOS7th A ve SE G ' 9S097th A ve SE 0 96OS7th A ve SE r 96II7ttrA ve SF 961771h A ve SE J'� ° Everett, WA 98208 �S, I Everett, WA 98208 i I A Al Everett, WA 98208 / Everett, WA 98208 \ \ Everett, WA 98208 / Everett, WA 98208 \I I , i O——dHO---d O———dHO——— dHO——— dHO — — —d O---dHO---dHO---dHO---dHO---dHO---dHO---dHO--- HO — — —dH ---dHO — did'O——— dHO——— dHO——— dHO——— dHO——— dHO — — —dH -- dHO——— dHO——— dHO——— dHO—— —dHO —— / 52� i _� _► \ \ Existing Sio'= \ -C - -C -C � � -C -C �c -C -C -C -C -C -C � � � -C -C -C -C -C � �—Z C -'C -'C � O \\ \ Existing 17.SIX 1 -------------------------------------- —1 ----------------------- `� / �\ Traffic Lane - --aS ---C]s-a'S---as�'S�f�-as---as---as---aS---aS---aS---aS ��p$�r aS--- aS--- aS--- aS --- MS as --- as --- aS--- aS--- aS--- as --- as - -- aS--- aS--- aS--- aS ---aS- _ as ---as-- CIS as---a---as---as-ffA& s---as---as--- s---as- \ �JMl7-L.fa -r X - �--- p-aS---aS- ❑-SD---SD---SD---SD---SD --SD- ❑- aS--- aS - - - a - - - aS - - -aS- \ 48"Manhole W8"Wanho% \ `\ W anho% � \ Ex/st/ngW7' W8"Manho/e Intersection \ 48"Manho% I o \ Ex. SS'ROW _ Ave S = + o \ SSP_-Ex _ _ I _ _ \ SSP-Ex6 o 1 ad A STA=10+00. o Road 0 0 O - ss \ s - ss - - ss --- s --- ss O ss - ss --- ss -� ss --- s --- s-ems =-- ss -- ss - -- ss =-- s -- -- ss \� - ss - -- - -- ss --- s4 = ss - -- ss ss — s�x�sngs�2,-- s - ss --- ss --- -- Ss i - ss --- ss -- -- s�--- s --- ss - --- s --- - - ss --- ss - o- ss -- ss --Qss -- ss — ss - - s =-- ss --- ss --- ss - ss -- ss -- ss --- ss _SSPSEX�_ ss -�- sue- I sus - -- - -- - = ss�� \ Tum Lane I o - — / I \ \\ Existin 17.5' Proposed 6' I Driveway apron percCOE Detail Ex. 46'Pavement / ---520-1 1 g p 1 , 315 Type 1 Driveway Apron ; Ex. S ' 1 / 1 r_____�` / s Sight Distance Triangle Area Traffic Lane tidewalk 1 o I � I ---_�� / 2________ _Existi�Side�a/k i 1_ Sight Distance Triangle Area ------- --- ----- - / \\ Ramos: - i 0 ----- -- a _ 1 �_� Cl —��asx=saw —�4Ss-sass-� 3-ems a`�-gs�� a� _�-g ��D —ashes DS- S �SD5-5SD�1—S—S-`SD-.-�D�S�S-�D�- SD— Ds.=�_❑— aS——— as — — — as — — as — — —aS — — ° Sid wa/k 520� I — —� Prop 8' I 4 ul � 200' I I 280.S18-003-042--00 200' / VO.,Mon Northwest/nc I 010106-000-001-00 r----------------------I I I Access anduti/itiesEasement ' 280SI8-003-OWO-00 I I 1� 9,SOW7th A ve SE \ ' / A/mousawa Haroon & A/-ZughirNabeha / I I Everett, WA 98208 ' I I Per F o870 en e �e of Uti/r' NWPrime Pro erties /nc 6319Sth CTSE 1 010706-000-023-00 `� \ a I I / �,o � tl' 607SEEveret Ma//Wa \ Lai/a S17eriDingwa// I I / I , I , Y _ Everett, WA 98208 I I I I , I I EasementperAFN200312020979 Everett, WA 98208 — — / I I 632 9Sth CTSE I I � \ � Exist' Curb N I I I Everett, WA 98208 _ a' Agorox. Centerline ofUti/ity 5� I I I ------------------------------I EasementperAFW80010200W6 I 1 FRONTAGE IMPROVEMENTS PLAN Existing SlOt&walk Ramps Existing S/dewa/k EL S14.71 4.1 EL SI4.68 514.31 Proposed sidewalk to be flush with existing a I & SIDEWALK PLAN 0 I I I _ 0 IL I I _ 0 -------------------------------------------------------------------------- _ 0 I I I Existing Sidewalk 0 I I a_a_a�513-80__a_�a_a�'5%'rtaxa_��a_a_a_��_�_�_��a_�_a_�� 5 \� 513.377 \ Proposed 6' Sidewalk i > Ma 514.1 1 513.92 -------------- ---i --- IProposed 2' Access Easement I I I II I I I I I I I I a v � N p 7.5% Max 513.97 -3 02 513. I 14.03 I I ---------------- I— ------ I II I I I I I I n R/W Existing 0S'Curb ExistingS. p' Existing I7.S'Trave/Lane 2% C/L Existing SS'R/ght--of-way Existing 12. 'Tum Lane 2 0 20' 40' Scale: 1''=20' PL Easement Existing O.S'Curb Proposed 6' Existing 17.S'Trave/Lane - Sidewalk II and Apron I 2% 2% - 2% � R I 1 1 7t h Ave SE L Collector Arterial Design Speed 30 mph Sta: 99+68.13 to 100+18.65 Scale: 1 "=5' III II 0 I I I 0 I I d I SCALE: 1" = 5' 6" Cement Concrete (typ) J 4" Crushed Surfacing Base Course, Compacted to 95% Max Density RECORD DRAWING This Record Drawing has been prepared, in part, based on information gathered during construction and historical documents. Although the information and this drawing are based on the best available information, no presumption regarding the drawing's accuracy. gned By Date TYLER FOSTER, P.E. Print Name and Title 6 some I --- -- — —■IIIII■-- — ------- —■— —■ — ---- ---- --IIIIII��-----rrii�r =riri— -- Err;i;o� �� � ��■Exr.,ie�-r.�� �� �Exy�icr�� �■ � �� �� ��■Err„i;.��.�� �� 103+60 7TH AVE SE - PROFILE 103+00 UNDERGROUND UTILITY NOTE Underground utility locations shown hereon are based upon surface indicators. No underground location service was utilized for their location. The use of this map for their exact location is not warranted. Prior to construction user should call the utility location service at 1-800-424-5555 48 hours before construction. 102+00 101+00 100+00 99+00 Uj I1J Z � N �0�,N >Q O, Q Lr) 7C) '10 O 0 0 •L00 � oF wAS 53726 REGISTERED FSS/ONAC� 'IT N 0 N co 01 01 t Q O U 0 N O O L Q w N Q z > w Q > O Jo° Oo0 _ 0 co~ Q:� U '-'-' z Q C z C w'� UFOCL- U Q V) Q 0 = Lu � CL � w p C�) CL U Q cn C Q U to W U 530 520 U J J 510 0 500 U 490 U 485 97+60 SCALE: Horz 1 "=20' (2:1) Vert 1"=10' i U) W 0 W z o N 00 =0, Q � 3 O } Z a � co > a- w = w � V„ Z > O Q F- -C 00 T 0 Z o O 0, F-- w Cn LL O Z O F- M O a_ a N 0 00 0� Q a� 0 m 0 0 (D V) 3 > w 0 m N 0- z Q Z LU 12 LU > O rLU V Q z O I..L J m V) Q SHEET C12 of C27 24x36 REV1122-047 P W 2303-015