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Short Plat As-Built PLN20140022.pdfSECTION 25, T.27N., R.H., W.M. i------------------ ---- I I I N 6 L - - - - - - ' / I z ,� o -----------� LOT 1 I � Q' 00 i LOT 2 ---E>—L--t---------- O I P + i ZONING RS-8 _ SEPARATION TY OF EDMONDS Fi' i,I / LL 1 - _ Q R G V I Y . x. O PRO • a I i AP '- SIDE SEWER r��Cv, . 'II ` LOCATION L------------� / I P + \ r , I ! Cl) LOT 1 I LOT 2 I wM; ------- L------- REMOVE EXISTING SIDE W\ cI ;'� REUSE EXISTING WATER METER AND SEWER LINE, SEE NOTE 4 I �s �\ i �i ,I ' �, -'-�_ W 1 �i SERVICE. CUT AND CAP AT PROPOSED COORDINATE TELEPHONE AND '• POWER UTILITY LOCATION 1 I , "T------- - - - - - _- WITH ARCHITECT I LIS ZONING RS-8 I I ,` , 1 1 ; yl 6 _ _ I 1 \------- / I — — I I 1 r � 4 ,� I '+t-- ----- +� 1 C . f ----------------------J + tl,2" r.=:.-. 1 4 ll COORDINATE J 1 ARCHITECT F � 10' SANITARY SEWER �, �, �' POWER AND WER (` �J $ASEMENT TELEPHONE INSTAL_ NEW 4•' SIDE SESS PER OVWSD AND S�'----I -T ' 1 c /� --_ ANDSTA.RCSs i \ Ilk UTILITY LCCA j N _ I s TRUCE 1 51 ( INSTALL NEW 4 SSE SEWER JA AND Prat Np6 4r INSPECT EXISTING SIDE ° • \\EEE\\/ e s ` OVWSD STANDA� _ < / SEWER CONNECTION PRIORTO CONSTRUCTION REPLACE IF NEEDED ] ` 6'PI p%— a s - 7 3es, �t� ,, 3%4-' WA �� ' NEW GI ,�_ yr METER AND 1" SERVI _ g Wp0' i — SD ---L� `I /D i ,fi --► \ �.?R OLYIAPI VIEW — — " • � 'DISTRICT STANDARDS SS OV ii,, _..... _..../ fZ//z / 4- ....._ ' _......... /! , EX. SSMH .� EX. �B TO REMAIN 2 24th STREET S.W. Nv=383.00 RIM-.392.84 INV=391.27E 1 O W rRVrCf LINE OD OMETER I►vSTALLE!.) BY CITY 00 • FINISHED NOTE: - G GRADE BACK SIDE OF METER BOX c0 SHALL BE SET AT THE 41 PROPERTY LINE. METER BOXES SHALL NOT BE PLACED IN DRIVEWAY AREAS. BALL VALVE CO o E H A K DOWZT M WATER O A O O "IT MAIN F MATEFIIIAL LIST O ALL 1" SERVICES TO BE TYPE "K" SC=- _ ==R TLIING. O 1" BALL CORP. STOP WITH CC THREAD AND CPPER (CTS) GRIP OUTLET. (FORD OR MUELLER). © DUAL PURPOSE UNION. OD MIPT X CTS GRIP BALL VALVE CURB STOP EWAL TO FORD 884-444Q FOR 1" O PkEW URPOSE UN ONS ON INLETANDLE ANDALL MOUETLE7 IORI_ N INR VALYE BY SI CH HORIZONTAL HIGH IOUTLETH DUAL EQUAL TO FORD VBH94-15W-11-44. EXISTING 1" SERVICE: USE SAME AS ABOVE WI NO SINGLE CHECK. EQUAL TO FORD VB94-15W-11-44. O 1" CC TAP SERVICE SADDLE EQUAL TO ROVAC 101S OMID -STATES PLASTIC METER BOX 1324-12 FOR 1" S RVICE MS 13x24 DUCTILE LID WITH 7X2"x02" READER FOR 1' SERVICE OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED P-H PAINTED 2' X 4" STAKE WITH "WATER" STENCILED ON IT. O 14GA. VINYL COATED WIRE TRACER (TAPED TO PLASr PIPE EV RY 10') TO BE GROUNDED AT METER AND HOUSE. (� SCHEDULE 40 3/4" OR 1' PLUG, REMOVE WHEN C+ECTK111 IS MADE TO CUSTOMER LINE OK WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CiWTRACTOR. © PROPERTY OWNER RESPONSIBLE FOR PURCHASING +- OR 1" UETER THROUGH THE CIT" CITY WILL INSTALL METER AFTER PURCHASE. IF USING 3/4" METER, CITY WILL PROVIDE. REDUCERS. REVISIONS -AN- - _ DETAIL APPROVED BY DATE D, GEBERT 6/19/03 1" WATER SERVICE 3/4" OR 1" METER INSTALLATION D. GEBERT 4/2/07 DA-�E 7 DWG NO. E7°6 Est 1890 R. ENGLISH 10/04/11 N W E S SCALE : 1 "=20' 0' 10' 20' 40' x j I - V////, % I BUILDING LOCATION. PP / I I I I I "STOP" SIGN 1 sIGN,0F;IRE HYDRANT i 'SMH ---- _--- ///iRIM=398.2, �— INV=389.77 N I I I I I I I NOTES: 1. REQUIRED SEPARATION OF UTILITIES SHALL BE MET PER CITY 0- EDMONDS AND INDUSTRY STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SEWER TAP AND INSTALLATION OF SEWER LATERAL WITHIN THE ROW. 3. EXISTING WATER SERVICE LINE FOR LOT 2 SHALL BE CUT & CA:DaED, AND TWO NEW 3/4" WATER METERS SHALL BE INSTALLED PER PLAN. 4. EXISTING SEWER LATERAL TO BE CUT AND CAPPED FOR LOT t�v Cd 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) RESIDENCE CLEANOUT WITH 45' z BEND AND CAP NOT TO EXCEED 100' BETWEEN T j CLEAN OUTS / CLEANOUT (WYE WITH CAP AND LOCKING LAMP '0 C VER 8 CONCRETE LEVELING COLLAR 12'+/- i J+ WATER TIGHT CAP -_ RISER 4' OR 6' SIDE SEWER GENERAL CLEANOUT DETAIL 12' +/ - 4' ASPHALT SUP= _ 6' RISE R PVC SLEEVE CAF TYPIC:^ CL ANOUT _ VDER -' OR . CRETE AP -ROVED ?'- — - �890-1990 D. GEE --- z Q C.O. 1�7 14x14"x6" CONCRETE COLLAR -_ 1ELING COLLAR W n - "KING LAMPHOLE COVER � I J /"2' MIN. CONCRETE PAD 12" PVC/ SLEEVE 6" RISER 6' WYE AND 45° AND 1/8 BEND 6" CITY STUB OR 6' SIDE SEWER CLEAN OUT DETAIL AT PROPERTY LINE 12" LOCKING LAMPHOLE COVER (EAST JORDAN IRON WORKS CO.) (MODEL #: 0036610d) 1 �000 NOTE: SIDE SEWER JOINTS SHALL BE GASKETED LD:: STANDAR:� .DETAIL SEWER CLEANOUT DETAILS SCALE DWG NO. - - - E6.2 (FC- UT EVELOPME'.- SEV�__ S _ :--__ BE L =--_ '0' INSIDE PROPERTY LINE & STAKED. =_ACE' "x4 AT END OF Si = _ ? STUB AND CUT TO LENGTH TO ENSI = 2 3 FEET EXTENDS =:ADE. PAINT TOP 18 INCHES WHITE. IN 3 INC-, - LETTERS, STEN:. _ NUMBER OF EVEN FEET FROM 3RCt- �,=_EVATION TO THE SEWED STUB INVERT. 8 GAUGE WIRE TO BE DO'JB-= vRAPPED AROUND P'DE AND 2x4 STAKE AT OR ABOVE FINISHED GRADE. z CAST:RON LOCKING LID Lr': PHOLE COVER ' I (EAST JORDAN IRON WORKS CO.) a j (KODEL #: 00366108) 0 o` w J } �orw 0 I r— A`YE Mh, 45' BEND / 5' LATERAL RUN TO = SLOPE OF 2% MIN. �C 50% MAX. - ===R JOIN- _ : - - 'LUG OR 1-7 APPRC. == , ' ___TIGHT PLUG E: 22.5' OR / WHEN. --== INTO EXBTIN•G MAIN 45" AN INS-=--- __ SHALL;E :SEC. PLACEME'.- TEE SH-ILL ===END ON DEPTI C,- SEWER Iut�. - = "INIMUM, -E TEE $HAL E_ =ICED =- A 45 DEGREE ANGLE. CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL, A 'C'VC ADAPTER SHALL BE USED AND = - - _ _ _= _ER MFGR'S INSTRUCTIONS. '�90-199v 6" TEE POSSIBLE SEWER MAIN i LOCATION CONNECTION AT MAIN SHALL BE AT 45' ANGLE OR GREATER POSSIBLE SEWER MAIN LOCATION 'slor.= - STAD ETAI L - --- _ D -- TYPICAL SEWER LATERAL DWG NO. -=--- = 7/24/01 E6.4 OLYMPIC VIEW WATER &SEWER DISTRICT DA-: B ": O VWSDj Lovell -Sauerland & Associates, Inc. Engineers/Surveyors/Planners Development Consultants 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info®lsaengineering.com web: lsaengineering.com in ,O to N O O I I I 0 0 0 Y Y Y F•- N Z FN U f2 z z V O 0 Z w W W zW W c� v1 m z 0 0 J U W LU (V Nj RE SEP CITY SUBDIVISION FILE #: PLN20140022 DEVELOpM APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION q/3/15 Lv 0 0 w z V) Co N p Q O Lc) N L.Li I— z � 0 0 0 U >-- U LL J V) U V) LL_ :2 0 0 I d- 0 Z ((10 LLJ Z z 6VED 0 2015 NT SERVICES SCALE AS SHOWN DRAWN CHECKED KEM JWY SHEET DATE F.B. 04-20-15 C 4 PFN PLN20140022 ISA FILE No. 5459 1OF5