No preview available
HomeMy WebLinkAboutW-396203NE 114 OF THE SW 114 AND SE 114 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASH/NGTON STA 2+93.75, 14.00' Rf 1-8" x4" TEE (FLxMJ) i I 1-4' GATE VALVE (FLxMJ) HousE W/ THRUST BLOCK HOUSE /} 13 LF TO GV ONSITE ESMT 22 LF 6" DI WM II I CONNECT TO EX 12" DI WATER MAIN WATER MAIN WITHIN PERVIOUS • I i- STA 12+12.22, 14.85' RT 29-23-5 _ 1-12" x8" DI TEE (FL) WATER MAIN WITHIN PERVIOUS 18 LF 8' DI WM PAVEMENT AREAS SHALL BE . . . ' . . . • • • • • • • • • • • • • ........ . PAVEMENT AREAS SHALL BE W1088 INSTALLED A MINIMUM OF 6" w I Z I 1-12' GATE VALVE FLxMJ 3 Q I 1-12" DI ADAPTOR (FLxkl� ' INSTALLED A MINIMUM OF 6" STA 3+08.35, 16.96' RT UNDER CHECK DAMS �� � 1-8' GATE VALVE FLxMJ UNDER CHECK DAMS 1-FIRE HYDRANT ASSEMBLY (FLxMJ) -rAX PARCEL � � 1-8"x6" TEE FLxMJ STA 3+80.73 1.00' RT t w EX WATER METER Q 1-12" DI SPOOL 10' LANDSCAPE ( ) ; TO BE ABANDON 31 1-12" DI SLEEVE (MJ) SCALE: 1" = 20' BUFFER #J J E3» 0 J D -_I 1-6" GATE VALVE 1-8" 457 D.I. BEND (MJ) 153 LF 8" DI WIM 5 LF 6" DI SPOOL • • • • • • • .. W/ THRUST BLOCK .... I 1-8' DI SPOOL (V d 1-8- DI SLEEVE (MJ) 20' 0 20' 40' ( W/ THRUST BLOCK 1. STA 2+65.06, 14.00' RT 28 LF 8' DI WM EX SEWER SERVICE Itl 1-8" 45' D.I. BEND (MJ) r - - - ==I r--------------------- ; TO BE REMOVED ------ --- --- - W/ THRUST BLOCK i — — ------ -------- -__-_ _ I FROM SERVICE WATER GENERAL NOTES (REVISED 05116111) I- L_ _--------- ------------------ (n ------ -- _ -- G _ p ---_ w _ -_ •; �F----------- -- - r 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE 28 LF 8" DI WM I -----' -- -I-- =-- ----------- _ __ -== --- -- ,1 SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT'. I r \LLJ ------------ _ _ --------- - �i cn-------- ORC I y. DRIVEA — C 10' LNDSCAPE , I - %/'�' / i / ; _ _ ��-, W ' `' 4+00 Q I - - - - - - - 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR BUFFER I j' - I -_- - - �'' N�� - "' w -I--- W F - 15+00 SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN i 0 i o ww � > min � - _ - i r w U 3 w C CONSTRUCTION. 1X`.-------- ------------ ------ ' a 0 ° y 4 ' r � ____ � •, . MAINS, THE APPROPRIATE STREETS AND LOTS SHALL 1 A_X P Ark., EL i 1 i; --- ,' f : 1 0 I PRIOR EARED, GRADED,CONSTRUCTING STAKED WATER THE DEVELOPER CONTRACTOR AND ALL EXISTING I �,, UTILITIES SHALL BE LOCATED. y i S P P��' STA 2+45.14 ' 33.92' RT ! G/' " ` p . L . . xxxi I I ($s ' `' I`�o �,� _ 4. FOLLOWING WATER MAIN CONSTRUCTION ANY REVISION OF ROADWAY OR EASEMENT 1-8" 45' D.I. BEND (MJ) �.. I . na' FS F - ---- L- ' ��:�_ �:o I i I w ; 1 TO GV GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE W/ THRUST BLOCK I � �� � 'p_' © � ---I�- - --- _ :. I o moo:, I STORM DETENTION PIPE HACHURED STA 1 +44.03, 36.19' RT 1-8" 45 D.I. BEND (MJ) W/ THRUST BLOCK AX PARCEL 400F3 7000 2E;-1 STA 1 +42.03, 34.19' RT 1-8" 457 D.I. BEND (MJ) W/ THRUST BLOCK STA 1 +27.03, 34.19' RT 1-8" 457 D.I. BEND (MJ) W/ THRUST BLOCK STA 1 +06.81, 13.97' RT 1-8" 45' D.I. BEND (MJ) W/ THRUST BLOCK E 0) r? I m 0 N LO 0 0 0 0 a_ 3 J a - I Q rn Q rn m I En Q / 3 a / y .E E E 0 v a� 0 U 0 U N a V) 0 i 0 N U n 3 0 0 / ` O r , � DEVELOPER CONTRACTORS EXPENSE. - _- - I 15'x12' POWER ESMT I T f 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS t ---- ::• f I t 0 , 1 I L ; a FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN i J�--31 I I I. 1 � ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE WATER I # wo "m ® 7 LF 8" DI WM r� -,.. d.� . a� I"! ESMT i SEE ENLARGED i t a'" I I ' ; I a DISTRICT. 527' I DCDA FOR FIRE DETAIL, THIS - 1 STA 3+58.73, 23.00 RT I I z SYSTEM TO BEJ SHEET �..• 1-8" 45' D.I. BEND (MJ) I I I 6. NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL LOCATED IN 1 I W/ THRUST BLOCK II COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE r mil- I 57� - i I RISER ROOM RISER ROOM w ; i ' ° DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR I I �' 46 LF 8" DI WM COTTAGE B 1 25 1 I UTILITY E F' 46 LF 8" DI WM N TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND 18" I COTTAGER I I 4,827 SF I I ; T Q j v ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND _l_ i I I 15 LF 8" DI WM 2,825 SF ( I d I'", `V; I I HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD WATER I W I IRRIGATION METER SEWER I 1 o 2" DOMESTIC SERVICE j ; a I HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). ESMT ; DOUBLE CHECK VALVE 31 ' 1 ASSEMBLY (DCVA) I '�-,� � 4° FIRE SERVICE EX SEWER SERVICE CE l 7. ALL COSTS OF WATER MAIN RE -STAKING SHALL BE PAID BY THE III -� I �� PIV '' I "I i TO BE REMOVED i DEVELOPER/CONTRACTOR. -- ---- r - I - - �I � � FROM SERVICE �I °i" 12" X EX -WATER MAIN g PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOP NTRACTOR 00 I I - - PRIVATE DOMESTIC SERVICE LINE _ i PER/CO R. I I —t---1 - (n 1 +00 - 2+00 _ '� WM FOR -� �-t I +00 TEMPORARY USE 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO ,. - - 3 DURING SITE THE DISTRICT OFFICE. AFTER THE i I. SCHEDULE A PRECONSTRUCTION MEETING AT CONSTRUCTION j I PRE -CONSTRUCTION MEETING, THE DEVELOPER CONTRACTOR SHALL NOTIFY THE DISTRICT'S 'I 1 T - - - I ... ;AND THEN / r - - - - - - - - - - - _ I- - -- - - o ! FIELD REPRESENTATIVE AT LEAST 48 HOURS REGULAR WORKING DAYS BEFORE STARTING r-- - - - - - - _ I _ ,L . o d ABANDONED ( ) ! T - - ----- WORK n :.: _ K PIV I PIV' -- ; ' � - I � 4" FIRE SERVICE ' � �''r� --. I I „I � EX S ; � EX FIRE HYDRANT 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET - . _. T i , I 4 FIRE SERVICE '' �` - - ;:7 " " - - - $ -- - - ----N _ '' PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAS 48 HOURS IN MIN 6" VERTICAL I " 2 DOMESTIC SERVICE �' s h:. WATER �& I I SEPARATION W/6" 2" DOMESTIC SERVICE I 10' LANDSCAPE7' I f� I I ADVANCE. SEWER ; CUSHION SANDI I BUFFER +� EX SSMH I i ESM29 LF 8" DI WM : " I I �' a 1 1 r � ; . � I EXISTING & PROPOSED WATER SYMBOL LEGEND 1 1' 38' I I ' ; COTTAGE D` I COTTAGE C I ?I ; If ''Www ; SYMBOL DESCRIPTION SYMBOL DESCRIPTION ! 1 4,827 SF I I 10' E WATER CAP ' UTILITY ESMT 4,827 SF I z I 22' BEND I SD ' t N STA 17+31.86, 28.00 LT � A I` STA 19+12.34, 28.00 LT `� I ESMT ;; I Q VALVE D CONCRETE BLOCKING L___ 1-10" 45' D.I. BEND (MJ) ABANDONED 4 EX -WATER MAIN 1-10 45' D.I. BEND (MJ) Q I I I I %; 3 v HYDRANT ASSEMBLY W BUTTERFLY VALVE L_ - W/ THRUST BLOCK 10 LANDSCAPE TO BE REMOVED AS NEEDED W/ THRUST BLOCK fir""'--� I I 03 �' BUFFER .YF,, I --- .- �7� 11' BEND I - _ .-. -- --L_ [ 1 I I BLOW -OFF VALVE 1_S4 CONNECT TO EXISTING 10" DI WATER - - �- I _ MAIN STA 0+25.40, 13.91' RT i I ' i - - - - - - - - - - -r - - - __r- - - - - r EX FIRE HYDRANT TO -- i I I - d I REDUCER 45' BEND I - - P< - - - _ — — -- — BE RELOCATED AND -- I :1 1-10" x8" DI TEE (FL) I � I 2-10" GATE VALVE (FLxMJ) ' 10' 1 1 1 81 LF 8" DI WM — — — — _ _ _ — — — — — — REPLACED AS NEEDED I L -, - 3 - I AIR -VAC ASSEMBLY 90' BEND 1-8" GATE VALVE (FLxMJ) SD. i ,I - — _ ._ _ - _ -. _ _ __ _ _ _ _ -_ -- - - -.. 52 LF TO GV . 1-8" DI SPOOL ESMT ' 6 , SEE C 1-3,!T�_ _:P FH I e e d ' WATER METER WATER PIPE _ -' ---- ------ _ -- --- -w- I I �.: 1-8" DI SLEEVE (MJ) i� � — — _ — — — — — - — — — — — L FDC (E) WATER PIPE i — — - - - - _ - --Bd w +- — w — — W/ THRUST BLOCK - T ,�, - - - - - - - - _ - - - ' f ® RPBA --. - _ �-4w� - - yP'� — —t a MAPLE TREE --- —.w = •� �,, ..___- ... .. .. - _ _ ... IRE HYDRANT — W W — __t'W W — _ �__ ,..._. _._. __. _ ?+ { f ' - (E) WATER VALVE CEDAR TREE - - - --- � - TA 19+22.2Uj 0 24.94 LT 1-FIRE HYDRANT AS cc I Q �;. ® (E) WATER METER - ... og 10' DI EX -WATER MAIN 180 LF 1Cr' DI WM 4 LF 1� DI WM -10" 6" I STORM DETENTION PIPE 5 LF 10 DI WM TO BE RELOCATED AS SHOWN 1 x TEE (FLxMJ) 00 38" D.I. 10 DI EX -WATER MAIN 3 19+00 1-6" GATE VALVE (FLxMJ) � '' 20 I SE 1 %2ND ST _ _- -_ _ 9 LF 6' DI SPOOL - - WA M 361 LF TO GV I ---=�--------------------------------------18-+fl0------------------------- _ - ---- - -- - + - j �X o Alv'u THRUST BLOCK sa- — SD REDUCED PRESSURE _ - u _ ► RPBA BACKFLOW __ _ _ s - _ _ - - ___ -_- _ _ _ Q I ( ASSEMBLY - -s ) 's _ 34, 24.80' LT , W STA 17+28.54, 24.88' LT ........................ STA 19+15 _- - — - -- 10" 4ND ................... - ( ) �3X& -- _ --- - .'............, . �•- - ... � . I 'WAFER EASEMt 3 ., 1 10" 45' D I BEND MJ r ........ ... .... ;acri OF slur WALK --- .................:: W/ THRUST BLOCK _.-.-- - - -e sock^ o 5' D.I.D I (MJ) I.... W/ THRUST BLOCK _ -.. EXIST 10" D.I. TO BE REMOVED - - - - G - - - - - G - .'.'.'- ....= �. .�- ...'.-- ... � - -- G - EXISTING 10" D.I. TO BE REMOVE I -G— G - --- _ —G -- --- ', r — __ M: r _r 2v FH............. %C-- .--._`.- ....:`•.•. �m.,a`. �n. SI`vf�, I y, ° 2" DO ........................ I GARBAGE. CC iO:FfttlJ�tER'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'. i METER �,� R �:,x� -<•. .�:� ""...................... .. FDC WATER _ ........................ ... ° VAULT......:.:.:.;.........:.._:.....:..r � �i ..r' r r....'.:.:.:.:.:...................:.. j %' .... l� Y.................. ... a ° °..................................................... .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.d•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'• ........................................ ................ '.'.'.'.'.'.'.'.'.'.'..'.'..'.'..'..'..'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'..'.'.'...'.'.'.'.'. NOTES 1. WATER MAIN WITHIN PERVIOUS PAYMENT AREAS SHALL BE INSTALLED A MINIMUM OF 6" UNDER CHECK DAMS. BASEMAP: C-2 DRAWING: C2.026 WATER MAIN CONNECTION NOTE CONTRACTOR SHALL POTHOLE EXISTING WATER MAIN PRIOR TO SCHEDULING CONNECTION TO VERIFY WATER MAIN SIZE AND MATERIAL TYPE. MESTIC -" ------ ,: T F 2" DOMESTIC SERVICE FDC I I TO COTTAGE B,C,D PIV 4" FIRE SERVICE TO FIRE SERVICE DCDA IN BUILDING TO BUILDING 4" FIRE SERVICE TO COTTAGE B,C,D ENLARGED DETAIL =396203SCALE: 1" =10' TOPOGRAPHIC DISCLAIMER TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS BEEN PROWDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. PLAN REVIEW # 12-861 Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center 0 CkfQ r- 0000 wo to (CON C:)I `4 V) Z C) Cn N Z .- (n Z (n Z (n Z Vl Z 0�o Z 0 m 0 m� 0 0 m 0 m 0 W 0 W CDU WW of U W of W of U w U Ln U V) _ 0 (n 0 (n 0 (%7 0 (n 0 (n �rr�E>rrrr w tZ (.,..I a w a IY w a. w a LLJ � r— -0 ao Q I co rj Ln � n r- I CV O CN Z— CV r•') � Ln (D OA •� � N atad c 'cLn Ln > c (n uW d a W Uj E a `o z U 02 W z � y o C iss aQ Q3 •; >° N F U Z w D lo- zm C0 02 Q �- 0 W Z U 3 W ) ♦ VW, L ZV� W - J W Q � U W � a. WC/) QZ v 3:0 [♦/) _ 0 0 Z co w o wV T L�0 40908 ��'GISTER�� `ssf0NAL V , JOB NUMBER: 16-137 DRAWING NAME: 16137A-WA-PL DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: 1 " = 20' JURISDICTION: SOOS CREEK MSE MAP C2 DRAWING: SHEET 2 OF 5