2930 MAPLE ST 2023-12-27 - Laserfiche WebLink

I I I I 10 j g I 8 j 7 I j I I 6 I 5 4 3 I I I I I I I I I I I 2 1 1 I I SHORTCUTTING I I I I I PROHIBITED NO PARKING a1 I I ANYTIME - - h I Z RI szs9 I NOTES: i CB 6048 I '° ® IF 6' 6243 PVC(E)= 60183' I I 1 I I EXISTING STRUCTURES UTILITIES HAVE BEEN CUT AND CAPPED BY OWNER: I IE 8"PVC(N j= si as ® N io IE 10"PVC(SW) = 60.97' I { < PSP I I GREASE TRAPSI I I I GAS: PSE PLANS TO PULL METERS AND TERMINATE AT THE MAIN RUNNING THROUGH THE ALLEY, i STORM vnulr I S a°O 4°- I b CONC RET. WALL THERE WILL BE NO STUB UPS TO PROTECT IN PLACE. I I ° ®.I I X01 s I CONTACT: ERIK BILSTAD 425.213.4286 erik.bilstad@pse.com cim l oL-�-- -- __10vE HANG ___ s s I p< Ga CO I SPN s °� QN6 - L-------- -I- -_ P I s .. I^ G I ELECTRICITY: SNOPUD HAS TERMINATED SERVICE AND BROUGHT BACK TO POLES/TRANSFORMERS. I - --L- ai^--__i C_C. a° _- THERE IS NO LIVE ELECTRICITY IN ANY BUILDINGS. I ey6 6a6 -� -ce 6368 ----1-------1-------_I___________i CONTACT: BRYAN GREGORY 4255.530.5576 bjgregory@snopud.com ° ® ® PSPN ® RIM CB B56300 ® RIM= 59.42' IE 6"CPP(N) =L54.98' I I IE 6"CONC(S)= 57.23' STUB PSPN IE 12"PVC(E) = 54.87' PWR. POLE W/ WATER: CITY OF EVERETT HAS CAPPED WATER AT THE VALVES AT THE MAIN OUTSIDE THE I ° 1 ® _ IE,2"PVC(S)= 54.92 TRANSFORMER (E) I - ! j- - I SHORT LIGHT ARM (SE) CONSTRUCTION AREA, METERS HAVE BEEN PULLED. WORKING WITH FIRE MARSHALL TO - G- „ - '1�So - DISCONNECT THE FIRE SPRINKLER SUPPLY LINES TO COCOON HOUSE AND REMAX BY END r--------------------------- OF WEEK 4.3.2020 °.., 10" 1 I P --------- I a MAP PWR. POLE W/ P CONTACT: COE- RYAN BIGLEY 425.501.6422 rbigley@everettwa.gov �`-� sHORr uc r ARM (w) I� :: EDGE OF PAVEMENT W/ PWR. POLE W/ .° LJa 11 �; BROKEN CURB SECTIONS CONTACT: FIRE-KURTIS BROWN 425.257.8121 kbrown@everett.gov HALOGEN LIGHT(SE) Q TPN 00439069503100 v 7' WOOD TRASH ENCLOSURE in 0.14 ACRES - 30 ° <-- 14 FT SQ W'/8" THICK STEM WALL I -s SSMH 6466 DATA: FORNTIER AND COMCAST HAVE TERMINATED SERVICE AND LINES HAVE BEEN BROUGHT r: - ------ --_ ____ RIM= 59.14' BACK FROM THE STURCTURES TO THE POLES. I ° �(�� ®'<. ----------- II PSPN ' ------___IE s"of Vis)=54.24' I'., ° 'm'^-`� N ® I ELV®VERTICAL 6'DFPIPF-M--------------------I CONTACT: FRONTIER-TIM RENNICK 425.263.4025 tim.rennick@ftr.com ® ® PSP I P PWR. POLE W/ CENTER OF STRUCTURE= 55.51' CONTACT: COMCAST-SHANE TURNER 360.316.9405 shane-turner2@comcast.com 8" 6'12 F w/BARBED WIRE N II TRAN6SFORMER I G �` � I I STORM/SEWER:ANY EXPOSED HOLES WILL BE CAPPED AT SLAB OR AT GROUND LEVEL AND f,< oN° CW MA o N 29 COVERED OR PLUGGED. LscAPE �MAp LJMAP ESCAPE Mq_ GON 4 I II N I -x --- L .. P 12" -�, '^ --- --- 1--------------- ° BUILDING HEIGHT= 20.oP FF= 62.30' ----- �"/ w 1 JTi d° 13 PSPN _ ® 10' TALL 4"X4`IRON POST FF= 62.41' SECOND-IDENTIFY FOOTI , I I ° a ® • �_ I"I I LOCATION AND ELEVATION I I ° • `+ - --------------- o - N CB 6546 AT CORNER OF EXISTING I° ° :DEAD ° ---- __RSM_ 59_`§TRUCTURE f i iv- TPN 00593669501300 IE 6"CON 6� I C N�=3. _---_ I 0.14 ACRES SID SD - I IF 6"PVC(W) = 56.82' ---------------� I 5998 FT SQ FF®GARAGE BAY DOOR = 62.35' ® ® N I I CW' 14 CONC PAVERS I. PSPN GO�GI 6' CLF W/BARBED WIRE PSPN I CB 4139 _ ______ ____ RIM= 58.57' PINE < = I IE 12" PVC(N) = 55.17' LEGEND 1- "�t11 °. W - N N IE 12" PVC(S) 55.13' GW ~ °< ..I°: GRA VEL_ ° 31 FF= 61.71' I PSP . POTHOLING AREA I I I °'I,°° °-a I - TPN 00439069503100 i BUILDING HEIGHT= 20.78' ° N I NW CORNER OF 0.07 ACRES .°. ? ° I I I 'CP FII I 2994 FT SQ FF= 61.69' GONG ° ° _. I I SW CORNER OMAIN F 70 p P" WATER DISCONNECT _ v I° °. -w w C- 17 _ iI PARKING GARAGE f Pq-}� `n CP/l71 - -----I 2 HR. PARKING I��P' SP� GAS DISCONNECT - °° �DU"'L-l� 32 II DOWNSPOUT(TYP) -0-p N I / G ""'lam ° .a I,.°°° _ I I I 69 E,ECTRICITY DISCONNECT MA,;' 'j-°a .d I ° ------ ---- - I I I I ---- �w ------ ------------------- N I (PINE TPN 00439069503200 N °� 0.34 ACRES 33 _. I I CB 4301 - ~ SPN ® :.I .: ° I 14971 FT SQ Q' N I 68 RIM= 60.39' I I P °- - IE 12' PVC(S) = 57.69' °° -°°' -° N I F ° w w. ------------------- a ° a I ------ - I • IIS I _-_- I °I.. _ 34 ELEVATED STORAGE SHED v I i ---------------------------------� BUILDING HEIGHT- 21.87' O °a CB 4049 BUILDING HEIGHT= 22.45' U IIN °e I �8,• RIM= 61.48' IF 4" PVC(W)= 57.65' 8'METAL GATE -- ° IE 8' PVC(E) = 5718' 67 12' ° a ° ----- FF ELEV 62.43 15°f IRCASE II IN I ° ° ° ___-_-- h n 9 DEC N L! SP ---------------- eW kI I m N�l° a • ° CIN. aI I P ----------------------� Co I N. CB 3906 I I�° III ° f I ---- - :°SW__ - G cn RIM 5937 66 20 40 60 ° ° ° SP D-°--Sp j rn IE 12" PVC(N) = 55.42' Q SID ° I ° ® P N ° NSD-SD - IE 8" PVC(W) = 55.55' 1' - 20' ®. I x ° W PINE DEC BUILDING HEIGHT= 14.69' ® I -------------------------- -- I a° :° I MAPh : LEGEND 8" GRA VFL 3 I a .<- ° Mop PINE I •° - _ 16" / APL DEC BEV N 65 CONTROL POINTS g _ -x X��_X-�C I 8" RP d X I I J � ° HANDICAP C�A� X- -X-X=7=X EC I CP#61 ❑P POWER VAULT \ - 1 °°2 HR. P.9'RKING'° N -I h -------------------------------------� ® CB 4413 .I° ...°° ° 16"� N `-� F TRANSFORMER RIM= 59.14' P PN ° MAPo ® I I oP POWER METER IE 12" PVC(N) = 5712' S ° I- ww w P ❑LT LIGHT JUNCTION BOX IE 12"CONC(S) = 57 02' I I •P I c`• 010, 3 N ® I IF 8"PVC(NW)= 57.42' I MAP TPN 00439 69503 00 POWER POLE �..ci 1 14•• 0.10 CRIES I I 64 W 0-p STREET LIGHT W/ARM ~ e ;e I °° °a -0-MAP -- -- -- -- -- -- -- -- -- 1 7,'�" 4492 SQ I ° - ` LIGHT POLE - °I ° °CP --------------------------- I I 3 E YARD LIGHT ~ ° I ° ABANDONED N 900 ----------- ANCHOR ° }, • POWER POLE Q TELECOMMUNICATIONS MAN HOLE -� I .. ° ° ° ._°9' PSPN ® 38 PSPN ISPN AMBULANCE ENTRANCE 63 T TELECOMMUNICATIONS VAULT ° ° ' _ P's Sag I ❑T TELECOMMUNICATIONS PEDESTAL I I ------------------------------------- I �w WATER VAULT -~ FIRE DEPARTMENT CONNECTION °° N I i I PI POST INDICATOR VALVE I ° ° 39 LTV FIRE HYDRANT I - - ;IIS °g., a l Iv .�i I I 62 I I I Ow WATER METER I'CW N ®I IW WATER VALVE _ ----- -- ------------- -- 41 �{ oNGp I ,�--- - -- I►t IRRIGATION VALVE 71� n C °I ° Q I ------------------------------ RR Ow WATER MANHOLE .�'a• °°-I IRR ❑G GAS METER T ° .'I 40 LT D4 GAS VALVE ° 1 12" a I 61 I I (� SANITARY SEWER MAN HOLE A I •° `, 8' OCA SANITARY SEWER CLEAN OUT ° Q MAS ------- _ 1 _ __ N THIRD-ID NTIFY UTILITY 1 '°I ° I I LOCATION AND ELEVATIONS IN STORM DRAIN MAN HOLE ° ° TPN 00439069503800 --------------------- AREA OF I OD I I 0.52 ACRES a N I TEMPORA Y I,'OADING DOCK AT Q CATCH BASIN F _ I m 22459 FT SQ N to I FRONT OEXIS ING CLINC 41 I ® PSP e BOLLARD PSPN a _ p I PSPN I 14"; � n I 60 u MAILBOX I ------------- °- - -- SIGN AS NOTED MAP r -_--- -- ---- I ------------ __ _ I I ----------------- I SPECIES SIZE CONIFER AS NOTED ° I °° _I I I ® I I I IPSPN C.w C)S SIZE DECIDUOUS AS NOTED I I d I� 42 a N I I x ' W ° ' {_] BUSH ad p °D WHEEL STOP I I °°'.. _•. I : 12 $- a I PSPN I 59 2 I I, I I GRP55 MONUMENT LINE I a - ------------ I g ------ VACATEDY LINE _ I '2 HRI°PARKING MA - -- I7-- ------------- I ______---- RIGHT LANEPROPERI " . - CENTER LINE - I- - I a N MUST TURN x RIGHT OF WAY CW,. �°. I �. : � ------------------------- -� � I "I I -- BUILDING OVERHANG 43 a ® I I ° x X X-X- FENCE AS N07EDQQNGI - -I I I N w ° 58 -------- EDGE OF PAVEMENT °I I ° I `°. a --------------- I ° _ TOWING j ° i x ----- EDGE OF GRAVEL ° - ° ° 10" PSPN H ° GONa °I IeD C SS SANITARY SEWER " 0I �`-'� $ ---- PSP TC SC-•STC-TC°-TC I°2 I °. I ° L../I a ------ TC CW SD STORM DRAIN - �' `Il r�P -_ -_„ ° ,b. .. END OF TRACE a® ----- w,U -OH-OH- OVERHEAD UTILITY G _ ° � I` ---- --- --- _- - G G GAS LINE ° c� .-( a.p I_ --G _J� I T I o 0 0 0 0 -- ----- I T. -w-w- WATER LINE ` I `I 44 POW F RM LE o 0 o I °L F ABA DONED I -P-P- UNDERGROUND POWER CII ° .I ° I OCK RE. WALL I n -TC- UNDERGROUND TELECOMMUNICATIONS F °.k n I N / 57 ® ® __ I ///yJ/ I P CW I ---- / GUARD RAIL .,� _I 14"� ------- - -- -- I CWF ° x .8p 0� -------------- ---------------- ------ I 6g6g6g6g6geg6g6e8e6 TRUNCATED DOME HATCH ___ _ J1T I I •-I I •••••••• • CB 9008 I '° -' .• MAP N TPN 00439069505001 SPN DEC SP P NO PARKING, ® BUILDING HATCH RIM = 56.18' 8 tf11 ° IRR I r P 0.14 ACRES m °1 IE 12" CONC(N) = 53.40' - ISG PE .°. i 45 CB 3037 ® N F{ 5990 FT SQ HOSPITAL RIGHT I I P III RIM 4.23' CONCRETE HATCH IE 12"CONC(E) = 53.06' ° <� °a I � IE 6' CONC(W) 2.25' RIM 54.9 SSMH 2 36 IE 1T CONC(S) 53.46' CP 10 J I 56 DE 8"PVC W = 53.43' .G- 8- Q IE "CON (S)- 52.17 N I IE 6 CON (N) 50.9 I RIM- .391 x