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<br /> NE �/4, S� 1 f 4, SECe 3Q, T.29N., R.SE,, �.11�.
<br /> �'ITY Q�' ��'RETT, iV'�SI�iI.tVGTON
<br /> � � .
<br /> Q -�. � -. w 30Q
<br /> �� �orn �io jo f
<br /> � ,� �n: d . Q�o co ie 1 5�'A: 12+20.41
<br /> ' z� a� �o o ��''Q u+i n'+ I EC EV.• 288.09
<br /> _,� a.N �.,N ._ o�v N &�*, K: 1.43
<br /> ci + ur"iq Q�i � -��c¢ Q �� LC. 20. � /
<br /> aN �� X�� xN� � ' � � � O�
<br /> d � � , _ �_
<br /> 27O - �v� 2T0 � ' -t- N -�t- N
<br /> EX. SDMH z � w � � I ;
<br /> STA 25t17.4,- R =6.5 "-- LAI9PHOLE#2 � � � ,
<br /> R t M= 5 8.0 3 R E L U C A T�G B-T Y P E 1 W/G A S ` � T A 2 r+4 9.0> L T= .2 c> a� u � �=
<br /> �E(N) 253.5 TRAP PER GO,E STfJ OR 4t0 / (M=263.2 �' �i � .
<br /> RETAIN INVERT TO NOR FOR STA 25+45.5, RT=16.0' �- E(WJ=250.97 8 0
<br /> NEW STORM CONN C710N. R1M=258.4 / � /-- 29Q - -
<br /> EX:SSMl�1 /E{N)=256.30 8' � CB#1-TYPE t �''�' .
<br /> STA 25+00.0o ADJUST RlM AND /NVERTS AS . ,00% .
<br /> SCALE: 1" = 30'
<br /> E ES RY FOR CROSStNG N�EDS. � STA 20+5l.9, RT=2.i ,�
<br /> - RIM=25E.35 � RIM=25�:y 260.� '�' ��_�-•�
<br /> lE=248.85 8"� (N) �'o !E(E,S)=256.80 8"25b.43 � ��
<br /> $ -''� 7CN FJl1STIN6 DR! EWAY 0 30 60
<br /> IE 252.35 8"m (S) e�< EXISTtNG GRADE ABOVE EX1S71 G GRADE AT
<br /> 249A6 IE=243:��8"u� (S} �y PROPOSED SEWER MAIN 2.0 � DRtVEWA CENIERLlNE f P � FRONTING MAIN HQUSE � .
<br /> 260 PROPOSED GRAPE ABDVE 260 �' '
<br /> � .a0�' P�4AD5'ED SEWER MA1N p PVI ELEV.• 258.86 PROPOSED RADE AT � �
<br /> EX. SDMH
<br /> � K: 1.54. DRlVEWAY C NTERLINE Ri�vi 258_03 � �, L RIM 256.35 ^ � H�RIZ�NTi4L DATUM� N�RTH OI°Q6'�3" EAST
<br /> 28LF_8� LF 8 f� PVC
<br /> CPEP � S=0.Q400 IE 8" N 253.� �', EX. SSMN
<br /> L C: 2Q. 0 '
<br /> to.00� �x. c� � . � i�.8" za8.85 ALCING T�E MC7NUMENTED CENTERLINE t7�`
<br /> , cr (E 8" S 252.35
<br /> � � � '"�� / ; R!M 257. 5 � o ° L,� FEDERAL AV�.
<br /> � �x. ssco `
<br /> „ 40LF 5'#. � uoos � � � ` '�' �
<br /> APPROX. �4P�'�'flX. LOCAFtON OF EX. 36 fb 2gp -._ - - RIM 259.50 IE 8" N 56:95 � �-. '
<br /> . .
<br /> - a � .
<br /> - _ n€-r�n�non� � a .
<br /> LOCATiON OF EX. WATER TRANSA�!lSSJ011� MACN n _ .., W .... • -' , .;. ... , . . , . ----�i X.. 24"� w�r�R Marr�--�- . � . a : :� � .�� ° VERTICRL T}ATUM� NAVD: 1988 12BGEDID PER
<br /> 12A� WATER MAIN PlPE. SEE � � e�r2-IYPE i _ :�� ., ° . � � . . : . �--�--� . ���'���� �PUS SE7LUTI�N �
<br /> � i�s o�5ao� � � �. � , . w � R�o IX. ,� �( ..
<br /> SHEEf $ �. .
<br /> � �, W/ t/aNED GRATE . �'bE TH STREET STORM PIPE a '-� REl.00ATEfREPL4CE EX. CB/p//////%//////%%//////////%
<br /> INATER/SEWER CROSSIN6 A STA i 1-f-25, RT-5.0' 3 � � WEST FOR NEW SEWER MAtN. - '
<br /> 27LF S� PVC .
<br /> !E WATER MA/N = 252.3t p.U21�' WATER SEWER CROSSlN� � S=0.020(1 7 $R� � 273.62 RtM=273.6 '� W W W � KEEP EAST OF NEW ADA RAMP
<br /> . !E SEWFR MA/N = 249,2t 64LF a m PVC � 5-0.02a� � !E(N)=27Q.60 8" � �AOWER S£RVICE PER PUO � Ex. 12'� WATER MAIN f
<br /> lE WATER MAlN = 253.0# 70.� ��t
<br /> 250 = _ IF SEWER MAIN = 249.3f 25� - - --- W a . � :• '.: ':.� : .a 4•.: r..r,Cx��VD
<br /> LA�%iPHOI.E�i S #2-TYPE 1t 72" '� �p°� W W EX. 36"� WATER MAtN 25 66 10' .UTIUTY .
<br /> 5TA 20-F49.4, LT--4:2 21 f4D.0, R7=7. ' � ,�h` � "' -.-r-�' � ---�-�- R1GMT-OF-WAY CENT£R UNE
<br /> SSMFI#I-TYPE 1> 8"!� R1M=260.4 RI =261.7 259.73
<br /> EASEMENT _i__ ____
<br /> 7a �5¢62.5; RT-- .1.6' 251.11 �E(W)=250.07 8"� tE W)=252.55 48" 251.82 --- �---:, 0 22+00 OPERTY UNE
<br /> 25993 � .� ._ '
<br /> RfM= 1.2 _ � � � � ._., ._.. _____------ - --- SDMH'#2 �GNT OP WRY
<br /> lE )-253.55 6 EX. � WER STUB. S1ZE, co CB�tl '
<br /> 250.53 IlE(W,E)=249.53 8"��( SSMH#I- E 7,48"Id , DEP7 AND SLOPt' UNK OWN 2��'a0 `�'� o,,, ---- NQi'E: ALL ROOF' aRA/N -�- - EXIS77NG LOT LlNES .
<br /> 25090 IE SE=250.20 8blv JfA ZV�J V. y t�T=4:2' S 1-7YPE !t 72" 270 -- -. 2 9 6'- -- c= SDA�H#I STU�5 70 CONS1Si' Of fi"� '
<br /> 250.4'3 tr` ❑HP EXtS77NG POWER (A£RIAL) _
<br /> r-� -_, -- �-.� SS -- -o EKlSTlNG SANtTARY SEWER
<br /> 259.93 lM=26i.2 S 20�h90.0, RT-7. ' RD
<br /> �E(N)=249.43 8�s� �h / � � F-D R 2 6 4 , 3 3 20,P STORM D AT 2.00% M/N. �_ -c -
<br /> 251.03 lE�SW)=249.53 6"� 250.53 tE(W,E)= 9.53 8'"� RI =26Q.7 261.07 � ,- ( 1I ,
<br /> 25090 1£(SE}= 0.20 8'rb 0, .=257.55 � SSCO � � � '' � ' � F-DR 265 t� � ,� � �"ASEMENT �- �D---1�- EXIST1N� S70RM DRA►N
<br /> 250.43 IE(N}- 9.43 8'0 �E )=252.85 48'° 251.82 � -,; � � 5TA 11t5T.4, RT=f.S - � � moved C.O. � I - - - - _-�
<br /> �a o� . /NSTALL OPFN GRATES IN � TC� C/TY - EX/STtNG C�NTOt1RS
<br /> 251.03 lE(5}=2 9.53 6"� �E W)=253.05 8" 252.32 `�' � h .
<br /> E� .. h RiM 274t �� �C E (� NEW MANHOiES 7'0 TO �
<br /> �E )=253.55 &" 253.03 �g o"# Q '�i fE(N,S)=2Gc3:57 6" 2 7 6 , 0 � �� CDLLECT DRNEWAX RUNOFF. �� ���l�i'�/T� EX. EDGE CJF PAVEMEN7 '
<br /> 244 240 ►E W=255.20 8" 254.40 �^ '" VQ�`'.d. CONNECT10NeT0 EX.NECESSA��F'OR � � '� ' � �
<br /> ,� .� �4 SEWER B) � � I LOT'2 �I � �� LOT 1 � C7 EXISTIN� CA7CN BASlN CB)
<br /> op op ��"� ��v' � _ �' AREA=8;�00 SF. �� � ARFA=6,332 SF
<br /> �� a EXISTING STORM.MANNOLE (SflMN�
<br /> '
<br /> O EXISTiNG SEWER A�ANHOLE SSMH
<br /> tt a� � � � ^ N eF cci � rn.cG o � �/� '!'J,�.f ' !`;; }�; "�<; ,,(:..� r (.i j ` � ` .
<br /> � � � � � � , � � � � � � � f �ti� .:,� _ �'" rT � � � �i �I �� I� � A t �
<br /> c� �v cv �v �y �v rv. cv cv �y N N . N j Q'1G `i �,` .s' ,. '� < o I I �I � {L.�..�.��.r.�..J' � � `Cp EX. fiRE HYDRANi'
<br /> �� o ��.� � �;, � � 3 . o � E � L...�..,..�.�._J �- _ - ..._. _. ., � w, � � ti.Yo
<br /> • 260 4�o�Q��?,�JO � ,� �: � ° ,��- ;: t � � � � � t� � m EX. WATER ME7"ER .
<br /> , 25+00 25-t66.o� aoa-oo 2r+ao z2+oa 2� � �R'��`'��"��'��� � _' ��� �x"' �`: ; � .
<br /> 0 � �" � � ��,�'; �,- o w �
<br /> ? � J�i -1 � �:.;:' o F- �- EX. POWER POCE
<br /> _ KROMERA YENIIE D�'TENZIDN YAULT �,o��`� � � _ ��} `` 4 � �-_- �x .
<br /> , � �; ;:f�,; t � w . UTILtiY POLE ANCHOR
<br /> DRAINAG.�'PR4FILE INI�'T/OUTLETPROFILE �wG�o� �`'�- � , � � � « a�
<br /> ' SCAL.E: NORZ: 1"=50' SCALE: NQRZ: 1 n=50' �`�� ',,� : '� ' ,,•� �' tNSTAtL CtlRBING OR EaUAL ALONG � � � a : o�:. ° ..n• E'XISTING CONGRETE :
<br /> VERT.• 1„-5, V�Rr� 1,-5' LB#1-TYFE ! .,`; `� __._ _ _ - . WEST EDGE OF NEW LOT 3 DRlVEWAY I C�NNECT NEW VYATFR � - .
<br /> W i/ANED GRATE �: ' � TO OIRECT RUNOFF TO C9 1 Bt CB 2
<br /> � _ t t�,A, _ __� �•' # � �- LINE Tt3 EX. SFR � �/ ///�/ EXISIING AUJACENT Bl11LpING
<br /> STA 10+33.3, RT-5.0 �� - . ;y,, .,./ %/1l//��i�
<br /> 260.56 R1M=259.9 � ''�:` r,�,�#'�. ._..v�r',�1f{�i � e��t. �-
<br /> 25b.43 E fE(E,S)�256.80 8" � �' ,.�. .�. -- �' .,._. ._ __.___ _...r
<br /> ASBUILTS 03/10/2020 4 . 0 ' PROPOSfQ EASEMENT LtN�
<br /> 256.53 S RECONNECT EX. SE4YCR � � PROPOSED ROADWAY CENT�RLINE
<br /> 250 AND STO(7M STt195 TO ���US�. SQ----�--- PROPQSfD STORM LlNE
<br /> NEW $tDE SEWER STUB. �
<br /> I �SS-~°-^�- PROPOSED SEPT/C LlNE �
<br /> <r � v�i r, o r.-, ,� ,.� � ,.� rn t .x_ �� W F'ROPOSED WATER LlN�
<br /> G7 N N vi N P� r.: � oS ri ^ �
<br /> N N N N � N N N � c°p, N SS----�---��"' PROPOSEf1 POWER (PER PUD) .
<br /> N t�
<br /> . . . . O . . . . �
<br /> o %Tl/T/7/%-/ / /TT/T/%lr/. � RD PROPOSED ROOF DRAlN .
<br /> o r��i, LOT 3 � PROPOSEO MANNOt£
<br /> t" vE�t't' H(3�E �4�t�N „_. 6.. �� 8" P�� F���G � o Y ARfA=18.368 SF. � �
<br /> tQ-ka0 1 t+00 12+00 13-i-00 N `� �i i� PROPOSED TYPE i CATCH BAS/N
<br /> "'� � pRDPOSED WATER MEIER
<br /> '��T u�y+1EvTE�1 T€i E�S � ' r. -f--t- � EX. NQUSE �812 � ❑ .
<br /> IAT3DRIVEWAYPRQFILE � � '
<br /> . ;��M�r�� ��,' ; / �i � �.�<, PRQPOSED CONCRET�
<br /> y��. �f S�.rALE. - �/ � ��
<br /> , 4
<br /> , NORZ: i��=5a� � � , 4 .
<br /> � �t� h" �^,�� �' _�.� ; _._, _,_. _. VERT: 1"=5" . i<. �,. .� ; . . - -' i-�.....�...!-1 PRaPOSED 9tl(tptN6 FO(1TPRINT
<br /> R
<br /> F�v7��2Y TEE T��„�_--- .. . d ' ' ' _' Q - '_ �I�_�,�_..jl .
<br /> w/ �ooF ov�Rr�aNc
<br /> f j 4 ..Q. .4 a. , � ,
<br /> � .�� . �e .° .� - �` � � � HARI?SCAPE.AREA T'ABLE:
<br /> ,Mqe�87.34 ' ' � / N
<br /> e � a� t� 46" N.92�4�.8�. � � ON-SiTE HA�S�APf. .AREA '
<br /> 0
<br /> �� � i .3'' 255:04 . o _ .
<br /> �� � o EXIST/NG MAlN HOUS£:(REMAIN1NG) = 2,760 SF.
<br /> . Cd � 1 . � a . . '
<br /> a 't �' GARAG�' '�aa��'. 4 . . ` ,i � EXtS77NG MAIN HOl1SE WALK �REMAtNIN6) = 217 SF.
<br /> �a ��. �' t °`. 4. � . � ------`-- � EXISTIAI� CONCRETE DRIbEWAY {RFMA/NfN�) = 1,300,SF.
<br /> �t�� - -�---�-��____ q LOTS 1 & 2 NARDSCAPE (3,500 SF. EACH). = 7,000 SF. •
<br /> 0
<br /> � , _ L4T 3 1]R{VEWe4Y (NEW & REPtACEDL..M.�3�Jf1Q� �
<br /> � � �
<br /> TQ1'p� =14,277 SF.
<br /> TW �� �,� �5 � E4Y 57R CtJR S K - B 0 SF
<br /> � �r�ei!r� �7r..__ r�h_
<br /> ��T/,�T�iI/� �.EF-�tTF HARDrtGgPe al�ER
<br /> N 35TN fET B & I�� � 0
<br /> TaTAL = 6Q0 Sf:
<br /> `,� G-HOUSE � �
<br /> � � � �
<br /> _/�!/1l/�
<br /> ;� +� `�-��;.�TGR ��t i�{�E �. _> T4TAl. NEW/REPlACED HARDSCAPE AR�S =10.&00 SF. .
<br /> �. �c, � 1 J�31tv�F
<br /> � 't �� �,. ��? �" P'r� Pl�E .
<br /> �,,� �; ' .
<br /> � �
<br /> c ~'� �`-"a�'Stti13 f�C]L��0.Ft" (i;2 - � �: � � � • . .
<br /> � �;3�'��""'E'''�- r'`�- This Record Drawing has been prepared, in part, based
<br /> c�' �ry �" �vc: �i�� on "As-Built"in�ormation provided by others.Though �
<br /> _ `'' �sE"ii�z£t� the as-buiit information and this drawing are based on �
<br /> __��;E � �� the best available information, no presumption should �
<br /> ��E �r:� ���•r�; ��., made egarding the drawing's accuracy.
<br /> 37,." \ "�' � 9 �
<br /> --�" b �i . �
<br /> Si�ned By Date
<br /> - Z \ ' Permit Inspector •
<br /> Print Name &Title
<br /> 5,.�9`#� �-Q�.� � : .
<br /> � UTILI.�'�''O1VF.LICTN'OT�:� D.RAL�TAG.E' P�N AND P.RO.�'IL�S FOR: .
<br /> _ �-
<br /> --� - �tT'� �3� E�E�i��"� �LC��TABLE �ATEF�IAL �2��-���� CAUTI4N.• A�A�j Western
<br /> .� `�� p, �42�� .RUC.��'�.HILL .�L�7',S.I�dRT�`.�1T
<br /> q' �+ p �^y ��f�: TNE CONTRACTt?R SHAtL BE RESFQNSIBLE FUR VERIFYING 7NE LQCATtON, DIMENStON, AND � � Engi�teer�s OG �r
<br /> �t��i�� �ir�r��� SE�'A��TOR CX, V�� �i��P" pEPTH OF Al.L EXISTiNG UTfLfTlES WHETMER SNQWN ON THESE PlANS QR A+OT, BY ''� � oC" ,Surve,�ors J��_�• �V �� ��4'� S'W 1�4', .���.3�� T.29�.� R.SE'.y �.M.
<br /> ',.'� n DE��plR7'i�#��IT F�� g'° �� �" U�E� �-� � PQTHOLlNG THF (JTILITIES ANQ S�RVEYfNG THE HOR�ZONTAG AND �ERTICAL LOCATEaN PRIOR �
<br /> ' �� 5ti! �w ; TO CdNSTRUCT��N. THIS SNALL 1NCLUDE GpLLtNG UTILtN �OCATF t� $-��-1 ANQ � ' ,� �- CI'I'Y.�F �VERETT� WA
<br /> T��E��YO���Y vERlfY WHETHFR OR NdT TGO F��S EX ST,�L CA OCV QFTSA p U��lTIES� �0.,���' 45$44 ��,�Vw SURVEYORS a PLAMNFRS a ENGINEERS DWN. BY RAfE REV BY t�ATE PRdJECT MANAGER SCALE
<br /> AS SHOWN ON THESE PLANS AR� BASED URON TN[ UNVERIFtED Pl1BL(C tNFORMATION AND �SSI0IVAL ��� LAND USE CONSULTANTS �AS 1 ?-a 5--18 03 JAJ 05/U$/�9 J. JARREL� 7'� _ ,3Q'
<br /> ARE SUBJECT TO I�ARIATION. !F CONFLlCTS SHOtJLO OCCUR, THE CONTRACTOR SNALL •
<br /> co�usucr w�s�t �mm�s � su�s, lNC. T4 RESQLVE ALt PRpBLEMS PRlOR TD C1VIL ENGINEERS e LAIVD SURVEYORS DWG. FILENAME CNK. BY F.E3. N0. J48 N0. SHT. r�o. �
<br /> PROCEEDING WITN CONSTRUCTIOPI. OS--v�-�l� ��* g7gQ �yERGREEN WAY *. EVEREI7 * WA .* 982Q4� *** ���584ABASE.DW� JAJ - .�F3--1584~A 7 of 9
<br /> ����� �,�$= �t����;���`�"
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