Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutzW-3962SetNE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHINGTON N co m co 0 W W rr U Q U n Cn z 0 z W rr 00 0 00 0 m 0 N U N 0 n 3 J n I Q !n 7 m I N Q N IT C 3 0 0 E E 0 C) 0 0 U Q co 0 ry Q0 i 0 N 0 i s= .3 0 0 Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center ........V. ......... ° a - - -- --- -- — c--------- ........ ° SCALE: 1" — 20' `\I I ............. --�-- I 0---------- —------- ------ -- mow— w -�---- _15' WATER_ -- ---- ��"� -DNWVEA— ' �— _; -----ESMTjc 20' 0 20' 40' I - - ... ....4+00 wW '- ---- - - - -- -- -- -- i— �- 00w NM I. . - LEGEND w c� fi x 12� ; ° 1 . POWER------- / ---- -- I � o 7r\�� Fr\r�r LE I I - - - - ESMT. STORM PIPE — r ,,/ , \ ' _— � \ � �------ - - - - -- DRAIN PIPE N r \ T \ SEWER PIPE I\ � ,TBR a \ — — — _ — \ .. — — WATER PIPE 10' LANDSCAPE J I — _ _ _ BUFFER I i o o o o E� 0 0 0 o i .. ® DOWNSPOUT o -- I ° O GAS LINE I _ — i-----=�__ - -- II ------------ s---- — --L--\ \h , . . . . . . . I . . . . . . . . . . . . . . . . . I ❑®G STORM DRAIN CLEAN OUT L ® ...... ......... .... 1 STREET LIGHT CABINET d� 15.5' R/W DEDICATIONI ... ......... .... TYPE I JUNCTION BOX CABINET W/ CONCRETE PAD I I I _ I I I E]ELECTRICAL SERVICE I 30 141 II III od tI II i iI I I E W PP UNDERGROUND POWER LINE 96 0 DETENTION PIPE COTTAGEA l � POWER VAULTPER STD. 235.00 o PVMT PVMT POST INDICATOR VALVE C I® + I I I I -- I N / 0 SIDE SEWER CLEAN OUT // Q STORM DETENTION 8p' ,--- �-- ----- I I a T ... � ° ,.I� ----- ROOFLINE - - - ----------------- FENCE - - -�- --- \ — — — — — — —� --------------� , .......... ... ... cn1 11,,.. --- W - - - - - - NEW ROADWAY LIGHT POLE I- I _ \ \ 1 +CO 2+001, _ _ �, a l /i NEW PEDESTRIAN LIGHT POLE ® 20' CITY - J ® - _ - - _ ------------ T - - - 3+00 EMERGENCY 110 - 6'x10' MODULAR WETLAND / ACCESS ESMT I _ _ _ _ r- - - - - _-_- -�_ _- - / NOTE / I I r------- ---------- ----- --�- ------ d _ 1. EXISTING 108TH AVE SE FRONTAGE OVERHEAD POWER TO BE REMOVED AND L - - �' �... . ° RELOCATED UNDERGROUND PER REQUIREMENTS SET FORTH BY PUGET SOUND / I - - - - - - I \� I S .......f ................. ENERGY AND CITY OF RENTON. .. s. S 2. MAINTAIN AND REUSE EXISTING STREETLIGHT ON EXISTING UTILITY POLE BEING I I I I I RELOCATED 22 FEET NORTHWEST 20' i i , �_ I I :. _. /. 3. REFER TO ELECTRICAL PLAN FOR LOCATION OF ONSITE ELECTRICAL ROUTING. 11 i I i II l� i 10' LANDSCAPE I I LIES 3.3' E. OF BUFFER PROPERTY LINE L� I i I I I I1Li 10 LANDSCAPE I I f BUFFER s =�-_ -- POWER POLE I — �� —-------------------- ----- J--�---- � — — — — ------ � I--i li TBIR °.d I- -------—_---- --- �— / LIES 4.2' E. AND I I -------------------------- ---Q-- -------------_ -� I .�..... ------------------ ---- 5.2' N. OF9 �. ........ / 110 — �- ................... °�2 ° PROPERTY LINE SD I 4 \ 1 \ — — — ESMT 4.5' R/W DEDICATION ------------ _ ��: - - - .............................. ° �L _-- .... --- — \ W ° 1 'N — c �y ....... ° o — I I� d 1 thANNIVEPCAQV Surveying Engineering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.com 0 1 AS -BUILT DRAWINGS NO. REVISION MEV 12-13-18 SURVEYED LDC DESIGNED: MEV DRAWN: NC CHECKED MEV BY DATE APPR wPRm:MEV SCALE: TOPOGRAPHIC DISCLAIMER TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS BEEN PROVIDED 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. 1 " = 20' HOMMAL: HAD t9es/tssl ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF PRI RENTON Planning/Building/Public Works Dept. AS-BUILT DRAWINGS N COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE COMMUNITY 17033 108TH AVE SE, RENTON, WA 98055 COMPOSITE UTILITY PLAN R-396218 04-08-17 FIEUMM: ME DRAWING W: UT- 01 18 23 co 00 co N O O r W, u T n S-396201 W-396201 PROJECT INFORMATION , TAX PARCELS: 0087000285, 0087000293 GROSS SITE AREA 65,715 SF (1.51 AC) ROW DEDICATION AREA 4,565 SF (0.10 AC) NET SITE AREA 61,150 SF (1.40 AC) EXISTING USE: SINGLE-FAMILY RESIDENTIAL PROPOSED USE: CONVALESCENT CENTER - CONDITIONAL USE CURRENT ZONING: R-14 CURRENT COMP PLAN: R-14 WATER: SOOS CREEK WATER & SEWER DISTRICT SEWER: SOOS CREEK WATER & SEWER DISTRICT POWER: PSE GAS: PSE TELEPHONE: CENTURYLINK CABLE: COMCAST SCHOOL DISTRICT: RENTON #403 FIRE DISTRICT: RENTON RFA SEISMIC DESIGN CATEGORY: D IBC DESIGNATION OF OCCUPANCY: 4-1 STRUCTURAL DESIGN CRITERIA LOAD OF 30 TON VEHICLE, 75 PSI, AND 2611x26" OUTRIGGER PER RENTON RFA MAXIMUM BUILDING HEIGHT: 35' SETBACKS: FRONT: 15' REAR: 10, SIDE: 4' SIDE (ALONG STREET): 15' OPEN SPACE REQUIREMENTS MINIMUM OPEN SPACE REQUIRED: 0 SF IF THREE OR FEWER DWELLING UNITS 350 SF PER UNIT IF 4 OR MORE DWELLING UNITS IMPERVIOUS REQUIREMENTS MAXIMUM IMPERVIOUS: 80% MAXIMUM LOT COVERAGE: 65% NEW IMPERVIOUS: 43,072 SF (70.40%) NEW PERVIOUS: 18,078 SF LOT COVERAGE: 17,306 SF (28.30%) REFUSE AND RECYCLING AREA REQUIRED RECYCLE: 51 SF REQUIRED GARBAGE: 102 SF PROVIDED: 180 SF PARKING REQUIRED: REQUIRED= 34 STALLS 25% REDUCTION= 26 STALLS COMPACT STALLS ALLOWABLE: 8 STALLS ADA STALLS REQUIRED: 2 STALLS PARKING PROVIDED: 26 STALLS COMPACT STALLS PROVIDED: 7 STALLS ADA STALLS PROVIDED: 2 STALLS LEGEND AND ABBREVIATIONS EXISTING SYMBOLS ABBREVIATIONS SYMBOL DESCRIPTION CB CATCH BASIN O FOUND CASED MONUMENT, AS NOTED z CENTERLINE FOUND REBAR & CAP, AS NOTED CMP CORRUGATED METAL PIPE O SET REBAR AND CAP CP CONCRETE PIPE �1 STORM DRAIN MANHOLE EL ELEVATION ❑ STORM DRAIN CATCH BASIN EXIST. EXISTING SANITARY SEWER MANHOLE FLOWLINE 0 NATURAL GAS VALVE E FIRE HYDRANT IE INVERT ELEVATION M WATER VALVE LCPE LINED CORRUGATED POLYETHYLENE PIPE r ® WATER METER It PROPERTY LINE rn 0 BOLLARD pp POWER POLE CNN y ( POWER POLE W/LIGHT PVC POLYVINYL CHLORIDE PIPE o -0- POWER POLE R/W RIGHT-OF-WAY o T TELEPHONE MANHOLE NS 609, MAPLE TREE0 STA STATION �Ssr�\ SD STORM DRAIN 9 CEDAR TREE a- SS SANITARY SEWER PROPOSED STORM SYMBOLS SSMH SANITARY SEWER MANHOLE 01 SYMBOL DESCRIPTION SWPE SOLID WALL POLYETHYLENE PIPE FOUND CAS v C SD CAP MONUMENT TYP TYPICAL W/TACK 3 E TYPE 1 CATCH BASIN, GRATED LID TBR TO BE REMOVED TYPE 1 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATED LID PROPOSED WATER SYMBOLS SYMBOL DESCRIPTION 0 TYPE 2 CATCH BASIN, SOLID LID m C WATER CAP Q ® BEEHIVE MANHOLE COVER D CONCRETE BLOCKING a ® SQUARE YARD DRAIN W BUTTERFLY VALVE 0 0 ROUND YARD DRAIN r) 11' BEND 1-1 O STORM CLEAN OUT 45' BEND E STORM PIPE E 90' BEND PROPOSED SEWER SYMBOLS 22' BEND � SYMBOL DESCRIPTION c0 ► VALVE o C SEWER CAP U HYDRANT ASSEMBLY O SEWER CLEANOUT BLOW -OFF VALVE o0 SEWER MANHOLE C REDUCER SEWER PIPE yt AIR -VAC ASSEMBLY ' PROPOSED SURVEY SYMBOLS WATER METER SYMBOL DESCRIPTION � — — WATER PIPE SURVEY MONUMENT N IN PROPOSED ROAD i U a- 3: 0 0 NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 El KING COON I Wf{Sfj'N�i rQ� ��I RENTON SPECIAL CARE COMMUNITY WATER PLANS SCALE: 1" = 40' CITY OF RENTON MON 1640 D, HORZ ELEV 40' 0 40' 80' 3" BRASS DISC STAM ED "KfNG COUNTY SUR MONUMENT", IN CASE, DOWN 1.0'. PUBLISHED CO-ORDS. N=170648.98 E=1305835.75 ELEV=466.09FUND CO- N= 170649.1OOROS: E=1305835.94 ELEV=465.87 FOUND CASED MONUMENT W/LEAD TACKmom TA.Y PAr�CEL + I `11 #000700020 BENCHMARK .... i. . SET RE84R AND CAP �,.'.'.'.'.'..'.'.'.'. .'. FOUND REBAR AND CAP CRONES � •�.L � :' ,••• LIES 0.32' N 1 TW OF PROPERTY N88.13' 13"W 299.81(C) EMW f 44651 �i... CORNER -TA.Y PAF?CEL -r.�.Y �r�r;r r DR/VEA .,.y'.'.'...'. , -.. ' s 400810002%� �� 4DD81090 0 FOUND 1. 5' PIPE 0.85' N 11'W OF................ PROPERTY CORNER �r SET REBAR AND GIP EMW LS144651 SET REBAR AND CAP EMW LS144651 r' COTTAGE B —� :a: I COTTAGER . :':::... . �.. TAX PAF?CEL CITY OF RENTON MON 1862 C HORZ ONLY) h y w it VICINITYMAP SCALE: 1" =2000' SURVEY INFORMATION LEGAL DESCRIPTION LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH: THE SOUTH HALF OF LOT 15, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. SITUATE /N THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM - NAVD-88 NORTH AMERICAN VERTICAL DATUM-1988 BENCHMARK PRIOVECT BENCHAAW.• FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP) ELEVATION = 409.72 FEET PROJECT 8WHAMW.• CITY OF RENTON MON11640 3" BRASS DISC STAMPED '°KING COUNTY SURVEY MONUMENT' IN CASE FOUND CO-ORDS: N=170649.17 E=1305835.94 ELEVATION = 465.87 FEET BASIS OF BEARING COPPER PLUG WITH PUNCH ON A 4'X4' COTTAGE C I I THE MONUMENTED CENTERLINE OF 108TH AVE S.E., AS THE BEARING OF N O1'4332- E CONCRETE POST, IN CASE, DOWN 0.45'. 2 �; c; .� PUBLISHED CO-ORDS N=168056.01 TAX Fry ? C ? z x EQUIPMENT & PROCEDURES E=1300198.93 COTTAGE D , #0007000025 FOUND CO-ORDS A FOUND 56.34 y " --' I .'.':aj:': METFKIO OF SURVEY E=1300199.16-�5...,•-..! I I �.. SURVEY PERFORMED BY FIELD TR,4VERSE .......•...:...:. •. INSTRUAIENTATIA�V.• — LDCA TCRA 1105 ROBOTIC ELECTRONIC TOTAL STATION SET REBAR AND CAP — — — — - 'I ._. ' ....','�'.'.' PRECISION.' EMW LS44651 �I _ — — — — — —� : STATE STANDARDS WAC 332-130-090 .r �r�r .. �. k _.'.N880T5 W .. *300 :h ._ _ '•'•'•'•','• •'•'• •'•'• • • • • • • ONUMED CENTERLINE OF 108TH AVE. S.E., ........'.'.'.'.'.'.'.'.'.'.'... SET RaM r� CAF' ........... . ; : ; ` " E,vrYpofr,r1................................. _p8 .......... AS THE BEARING OF N 01'4332" E. SE T2 S. ........ .. ' .. ... --. .. . - . .' .. . :.. ., _ - 719.97'(M) 719.94.(R3J- ------ - --'-------- - - - - -. — 661.23(R2) -:,. _ _ _ CONTACT LIST 58.'68'(R2) ....... --- - * — - - - - N88.07 55'E ........... . — • • • • • •.•.•.•,•.•.• 661.35(PJ ....'.'.'.'.'.'... FOUND ONNER/APPLICANT SURVEYOR.' .. -- LLC - RENTON SPECIAL CARE COMMUN LDC INC. ..v :,.... ��.- ....... 'CASED 0 , 2731 77TH AVE SE, SUITE 20J 20210 142ND AVE NE .......... . "i LAND, WASHINGTON 98040 WOODINVILLE, WASHINGTON 98072 k_ ...... " .. MERCER /S ................... .................. ........................... .......................... .......................... TABLE OF CONTENTS 1 COVER SHEET 2 WATER PLAN 3 CONSTRUCTION PROVISIONS AND MATERIALS 4 SURFACE RESTORATION A WATER DETAKS 5 WATER DETAILS J - CONTACT KEVIN CARL CONTACT MICHTTAEL MER e PHONE. (206) 778-4725 PHONE. (425) 806-1869 kevin®magnet-dd.com FAX: (425) 482-2893 aWL ENGINEER. EMAIL: michoelm®Idccorp.com LDC, INC. ARCHIIECT 20210 142ND AVE NE JENSEN FEY ARCHITECTURE AND WOODINVILLE, WASHINGTON 98072 PLANNING P. S. CONTACT- MARK WLLWOCK, PE 7730 LEARY WAY PHONE: (425) 806-1869 REDMOND, WASHINGTON 98052 CITY OF RENTON MON 1915 (8, ELEV ONLY) FAX: (425) 482-2893 CONTACT- REUBEN RIOS COPPER PLUG IN A X CONCRETE FILLED EMAIL: mvillock®ldccorp.com PHONE: (425) 216-OJ18 PIPE IN A WSDOT CASE. DOWN 0.30'. EMAIL: rrios®jensenfey.com PUBLISHED CO-ORDS LANDSCAPE ARCHITECT FD CO-OORDS: 0.86 FOUND ELM ENV/ROMENI S GEOIECH.• ELEV=380.70 1925 POST ALLEY, SUITE 3B PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI) SEATTLE, WASHINGTON 98101 20508 56TH AVENUE WEST, SUITE A CONTACT- GREG MURPHY LYNNWOOD, WASHINGTON 98036 PHONE: (206) 393-8263 GEOTECH CONTACT MICHAEL S. PLACE, PE EMAIL: gmurphy®e/menv.com PHONE: (425) 409-2504 FAX- (425) 582-819J CSC! EMAIL: mich0el.&CeOpsiuso.Com INTERTEK-PSI W=396202 20508 567H AVE W, SUITE A L YNW00D, WA 9804J CONTACT MICHAEL S. PLACE, PE PHONE: (425) 409-2505 EMAIL: michael.ploce®psiusa.com PLAN REVIEW 12-861 TOPOGRAPHIC DISCLAIMER TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS BEEN PROVIDED 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 /S NOTED IN THE FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center m�� T c2 o2 L- 'I J, I �I o Q, (n z — V) z N Z W — L z w —L" z w Z o o Z 0 m 0 m m 0 0 m m 00 m m NE 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 E 0 0 i 0 N Ln 0 0 0 a- CONSTRUCTION PROVISIONS (Revised 05-1 1. STANDARD SPECIFICATIONS ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", CURRENT EDITION, AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE DEVELOPER/CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT -LINE BY SAW CUTTING. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. ALL PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 RCW, AND ALL REGULATIONS ADOPTED PURSUANT THERETO. THE DEVELOPER/CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE DISTRICT'S ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON -UNIFORM, THE TRENCH SHALL BE OVER -EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY WITHIN THE RIGHT-OF-WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF THE TRENCH SHALL BE MECHANICALLY COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY, IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONALENGINEER ENG EE REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH R DIRECTED , 0 AS D ECTED BY THE DISTRICT FIELD REPRESENTATIVE R T S ELD 0 HE GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL ALSO BE TESTr_D WHERE DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. TESTING OF CDF, WHEN USED AS REQUIRED BY THE GOVERNING ROAD AGENCY, SHALL BE IN ACCORDANCE WITH ASTM 04832. TRENCH BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12 INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE DISTRICT'S FIELD REPRESENTATIVE RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL. IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 12-INCH MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING ROAD AGENCY UNTIL REPLACED WITH PERMANENT SURFACING. ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY THE DISTRICT. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE DISTRICT. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. DEVELOPER/CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO THE DISTRICT FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. THE DEVELOP ER/CONTRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPMENT. 0 DEVELOPER/CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION cn OF WATER IN EXCAVATIONS AND SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND a ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT r- FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. cD DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION. 0 i 3. COVER OVER PIPELINES THE DEPTH OF COVER FOR WATER MAINS SHALL BE 36-INCHES FOR 8-INCH DIAMETER AND SMALLER MAINS AND 48-INCHES FOR MAINS OVER 8-INCHES IN DIAMETER. DEPTH OF COVER AT DITCH LINES SHALL MEET THE SAME REQUIREMENTS. EXCEPTIONS WILL BE ALLOWED ONLY WITH THE PRIOR APPROVAL OF THE DISTRICT. 0 - 112 4. CONNECTION TO EXISTING WATER SYSTEM THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING WATER MAIN. THE DEVELOPER/CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE, DURING OR AFTER CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48 HOUR NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIAL, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK IS ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING WATER MAIN, DEVELOPER/CONTRACTOR SHALL EXCAVATE THE WATER MAIN AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINATION OF TYPES OF FITTINGS TO BE USED. THE DEVELOPER/CONTRACTOR SHALL COORDINATE ALL WORK WITH THE DISTRICT'S FIELD REPRESENTATIVE. 5. SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS SHALL CONFORM TO SECTION C1-9.1 OF THE "CRITERIA FOR SEWAGE WORKS DESIGN", CURRENT EDITION, AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION. WATER MAINS SHALL PASS UNDER STORM SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER REQUIREMENTS FOR WATER MAINS. THERE SHALL BE NOT LESS THAN A SIX-INCH CUSHION BETWEEN THE WATER MAINS AND THE STORM SEWERS. PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY WATER MAINS, FIRE HYDRANTS, AND BLOW -OFF ASSEMBLIES AND NO CLOSER THAN 5 FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE WATER MAINS, SERVICES, FIRE HYDRANTS, AND BLOW -OFF ASSEMBLIES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE DISTRICT WITH A WORK SKETCH FROM PUGET SOUND ENERGY OR A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT) IS PROVIDED. 6. THRUST BLOCKING ALL FITTINGS SHALL BE BLOCKED WITH POURED CONCRETE AGAINST UNDISTURBED SOIL WITH SUFFICIENT CONCRETE AND 3/4-INCH ANCHOR RODS, IF REQUIRED, TO RESIST THE RESULTANT FORCES. BLOCKING SHALL PROVIDE FOR REMOVAL OF ANY CONNECTION TO THE FITTING WITHOUT DAMAGE TO THE FITTING. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING WILL BE REQUIRED AS DIRECTED BY THE DISTRICT IN THE FIELD. WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. 7. WATER WORKS TESTING PR TIN OF LINES SHALL BE IN ACCORDANCE WITH - ESSURE TESTING E SECTION 7 09.3(23) OF THE STANDARD SPECIFICATIONS. TEST PRESSURE SHALL BE THE EXISTING SYSTEM LINE PRESSURE PLUS 150 PSI, BUT IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 250 PSI. MAINS SHALL BE DISINFECTED PER SECTION 7 09.3(24) OF THE STANDARD SPECIFICATIONS. THE DEVELOPER/CONTRACTOR SHALL CUBE AND FLUSH ALL NEW WATER MAINS WHILE BEING OBSERVED BY THE DISTRICT'S FIELD REPRESENTATIVE. DISTRICT SHALL FURNISH THE CUBES FOR THE DEVELOPER/CONTRACTOR WHO SHALL THEN BE RESPONSIBLE FOR CUBING THE NEW WATER MAINS. DEVELOPER/CONTRACTOR SHALL COORDINATE WITH DISTRICT'S FIELD REPRESENTATIVE FOR THE LOCATIONS TO BE CUBED. AFTER THE CUBES HAVE BEEN FLUSHED FROM THE SYSTEM, THE REST OF THE FLUSHING, CHLORINATING, PRESSURE AND PURITY TESTS SHALL BE COMPLETED. THE DISTRICT SHALL BE RESPONSIBLE FOR COLLECTING THE SAMPLES AND OBTAINING THE BACTERIOLOGICAL TESTS. 8. REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE. 9. JACKED CROSSING AT LOCATIONS AS REQUIRED BY THE DISTRICT OR GOVERNING ROAD AGENCY, OR AS PROPOSED BY THE DEVELOPER, WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FILLING THE CASING WITH MOIST SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION OF THE WATER PIPE. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS OF '%-INCH. AFTER THE WATER PIPE HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID BETWEEN THE WATER MAIN AND THE CASING WALL WITH SAND. 10. WATER SUPPLY WATER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE NEW MAINS MAY BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER, THE DEVELOPER/CONTRACTOR WILL BE BILLED BY THE DISTRICT FOR THE WATER USED AT THE CURRENT COMMERCIAL METER RATE. THE DEVELOPER/CONTRACTOR MAY PROVIDE HIS OWN METERING FACILITIES TO THE SATISFACTION OF THE DISTRICT OR ACCEPT THE QUANTITIES ESTIMATED BY THE DISTRICT. 11. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON ANY REFERENCE DRAWINGS PROVIDED BY THE DISTRICT HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. THE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTING FIRE HYDRANTS LOCATED WITHIN 50 FEET OF THE DEVELOPMENT TO MEET THE DISTRICT'S REQUIREMENTS IF NEW CONSTRUCTION BY THE DEVELOPMENT CREATES A SAFETY HAZARD OR A NON -COMPLIANT CONDITION WITH DISTRICT STANDARD SPECIFICATION REQUIREMENTS. 12. WARRANTY PERIOD THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. MA TER/AL S (Re vised 05- 1 6- 1 1 1. DUCTILE IRON PIPE ALL DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.1(1) OF THE STANDARD SPECIFICATIONS. PIPE SHALL BE CLASS 52 CONFORMING TO LAYING CONDITION TYPE 2, SHALL BE LINED WITH CEMENT MORTAR PER ANSI/AWWA C104/A21.4-95, AND SHALL BE SEAL COATED. JOINTS SHALL BE PUSH-,)N TYPES WITH RUBBER GASKETS, WHICH FIT INTO ANNULAR GROOVES. JOINTS AT VALVES OR FITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENT. DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTED BY PACIFIC STATES CAST IRON PIPE COMPANY SHALL BE MANUFACTURED AFTER 1988. RESTRAINED JOINTS FOR DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKET SYSTEM OR APPROVED EQUAL. 2. FITTINGS FITTINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2(1) OF THE STANDARD SPECIFICATIONS AND MAY BE FLANGED, MECHANICAL OR PUSH -ON AS REQUIRED. FLANGED FITTINGS SHALL CONFORM TO A CLASS 125 PRESSURE RATING. MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGA -LUG RESTRAINING DEVICES OR APPROVED EQUAL. RESTRAINING DEVICES SHALL BE MANUFACTURED OF HIGH STRENGTH DUCTILE IRON, ASTM A536, GRADE 65-45-12. BOLTS AND CONNECTING HARDWARE SHALL BE OF HIGH STRENGTH LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALL RESTRAINING DEVICES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. NOTARIZED CERTIFICATION FROM THE MANUFACTURER OF THE RESTRAINT DEVICE SHALL BE PROVIDED WITH SUBMITTALS. THE EXTERIOR OF ALL DUCTILE IRON FITTINGS SHALL BE COATED WITH BITUMINOUS PAINT. 3. FIRE HYDRANTS HYDRANTS SHALL CONFORM TO AWWA C-502, EXCEPT AS HEREIN MODIFIED. HYDRANTS SHALL HAVE A MINIMUM OF 5-1/4-INCH MAIN VALVE OPENING WITH TWO 2-1/2-INCH HOSE CONNECTIONS AND ONE 4-1/2-INCH PUMPER CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONAL STANDARD HOSE THREAD AND 1-1/4-INCH OPERATING NUTS THAT TURN COUNTERCLOCKWISE TO OPEN. THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORZ ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS. A. STORZ ADAPTER AND CAP SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARD COAT ANODIZED. B. THREADED PORTION TO HAVE TWO SET SCREWS 180' APART AND NO LUGS. C. STORZ FACE TO BE METAL WITH NO GASKETS TO WEATHER. D. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8-INCH COATED STAINLESS STEEL AIRCRAFT CABLE. E. CAP TO BE CONNECTED AND DISCONNECTED WITH STORZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. HYDRANTS SHALL BE FURNISHED WITH A 6-INCH MECHANICAL JOINT OUTLET, TWO 3/4-INCH DIAMETER TIE RODS, OR MEGA -LUGS, A 6-INCH AUXILIARY GATE VALVE WITH VALVE BOX, AND A RISER TO SUIT TRENCH DEPTH AT EACH INSTALLATION. THE GATE VALVE SHALL BE FLANGED TO THE MAIN TEE. HYDRANT SHALL BE FURNISHED WITH A BREAK -OFF FLANGE ON THE BARREL AND A BREAK -OFF COUPLING FOR THE STEM. HYDRANTS SHALL CONFORM TO DISTRICT STANDARDS. ALL FIRE HYDRANTS SHALL BE M & H STYLE 929 RELIANT, MUELLER CENTURION MODEL A-423, CLOW MEDALLION OR WATEROUS PACER NO. WB-67. NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLE LOCKED IN PLACE. MAINTAIN 3 FEET CLEARANCE BETWEEN HYDRANT AND PROPERTY OR EASEMENT LINE. TYPE 1 BLUE REFLECTIVE MARKERS AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS SHALL BE INSTALLED AS REQUIRED BY THE GOVERNING ROAD AGENCY. FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL FIRE PROTECTION DISTRICT. THE HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH A HEAVY-DUTY BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAINTED YELLOW WITH TWO TOPCOATS OF OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. THE DISTANCE FROM THE HYDRANT TO THE 6-INCH GATE VALVE SHALL BE STENCILED ON THE HYDRANT WITH 2-INCH LETTERS. DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE, ALL VALVES ASSOCIATED WITH THE FIRE HYDRANTS SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CHLORINATING AGENT AND UNDER NORMAL OPERATING PRESSURE. 4. FIRE HYDRANT GUARD POSTS GUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANT ASSEMBLIES UNLESS REQUIRED BY DISTRICT. IF GUARD POSTS ARE REQUIRED BY DISTRICT, THEY SHALL BE MADE OF REINFORCED CONCRETE, 8 INCHES IN DIAMETER, 6 FEET LONG AND BURIED TO A MINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THE HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH 2 COATS OF EXTERIOR CONCRETE PAINT, COLOR AS DESIGNATED BY THE DISTRICT. 5. GATE VALVES GATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS WITH BRONZE -MOUNTED RESILIENT SEAT WEDGING DEVICES CONFORMING TO AWWA C509 OR AWWA C515. VALVES SHALL BE COATED PER AWWA C550 WITH NON -RISING STEMS, OPEN COUNTERCLOCKWISE, AND BE EQUIPPED WITH AN 0-RING STUFFING BOX. VALVE END CONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OR PUSH -ON AS REQUIRED. ALL FLANGE FACES SHALL BE MACHINED AND DRILLED TO STRADDLE THE VERTICAL CENTERLINE. VALVE STEM EXTENSIONS WITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHERE OPERATING NUT IS MORE THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE AND SHALL HAVE A 2-INCH SQUARE OPERATING NUT AND SELF -CENTERING ROCK PLATE SUPPORT. LOCK DOWN SET SCREWS SHALL NOT BE USED ON VALVE OPERATING NUT EXTENSIONS. MANUFACTURER SHALL PROVIDE CATALOG DATA, NET WEIGHT, AND ASSEMBLY DRAWINGS OF ALL VALVES TO BE PURCHASED AND INSTALLED AS WELL AS AN AFFIDAVIT OF COMPLIANCE. ALL VALVES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. 6. VALVE BOX VALVE BOX SHALL BE CAST IRON SERIES 940B AS MANUFACTURED BY OLYMPIC FOUNDRY OR APPROVED EQUAL WITH LID MARKED "WATER". ALL BOXES SHALL BE ADJUSTED TO MATCH THE FINISH GRADE AT THE VALVE LOCATION. ALL VALVE BOX COVERS SHALL BE PAINTED BLUE. ORIENT THE VALVE BOXES SO THE "EARS" ARE SET THE SAME AS THE PIPE DIRECTION. PROVIDE 4-INCH THICK BY 2-FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND VALVE BOX COVERS IN UNIMPROVED AREAS, LANDSCAPE AREAS AND EASEMENTS. 7. VALVE MARKER POSTS VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED WITH EACH VALVE UNLESS THE VALVE IS LOCATED IN THE PAVEMENT OR IN A VAULT. MARKER POSTS SHALL BE CONCRETE WITH 4-INCH MINIMUM SQUARE SECTION, 42-INCH LENGTH, AND SHALL BE REINFORCED WITH ONE 3/8" X 39" BAR OF REINFORCING STEEL. MARKERS SHALL BE PLACED AT THE EDGE OF THE RIGHT-OF-WAY OPPOSITE THE VALVE OR AS DIRECTED BY THE DISTRICT WITH 18 INCHES OF THE POST EXPOSED ABOVE GRADE. THE EXPOSED PORTION SHALL BE PAINTED WITH TWO COATS OF WHITE EXTERIOR CONCRETE PAINT WITH THE SIZE OF THE VALVE AND THE DISTANCE IN FEET AND INCHES TO THE VALVE STENCILED WITH BLACK PAINT ON THE FACE OF THE POST USING A STENCIL THAT WILL PRODUCE LETTERS TWO INCHES HIGH. 8. WET TAPS TAPPING SLEEVE SHALL BE JCM 432 OR ROMAC `SSTSTAINLESS STEEL SLEEVES WITH FULL COVERAGE RUBBER GASKET, OR EPDXY COATED LONG PATTERN SLEEVE, OR APPROVED EQUAL. VALVE SHALL BE A RESILIENT SEATED VALVE MADE FOR TAPPING, U.S. PIPE METROSEAL 250 OR APPROVED EQUAL. REFER TO THE GATE VALVE DESCRIPTION FOR ADDITIONAL DETAILS. SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. 9. WATER SERVICES AND METERS NEW SERVICE LINES SHALL BE CLASS 200, HI-MOL OR APPROVED EQUAL AND SHALL CONFORM TO THE STANDARD DETAILS AND SECTIONS 9-30.6 AND 9-30.6(3)B OF THE STANDARD SPECIFICATIONS. INSTALL PLASTIC -COATED 16-GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PLASTIC SERVICE PIPES. ATTACH BARE WIRE TO ANGLE AND CORPORATION STOPS. CONNECTIONS FROM PIPE TO ANGLE AND CORPORATION STOPS SHALL BE WITH COMPRESSION PACK JOINTS. METER BOXES SHALL BE AS CALLED OUT ON THE STANDARD DETAILS. METER BOXES AND LIDS LOCATED IN DRIVEWAYS OR SIDEWALKS SHALL BE TRAFFIC BEARING AS APPROVED BY THE DISTRICT. WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER, DISTRICT, AND OTHER UTILITY COMPANIES. PAINT SERVICE LOCATIONS ON CURB WITH BLUE PAINT. METER BOXES SHALL BE FURNISHED AND INSTALLED BY DEVELOPER/CONTRACTOR. WATER SERVICE SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM POWER VAULTS, HAND HOLES AND LIGHT STANDARDS. ALL SERVICE LINES SHALL BE ONE -INCH MINIMUM, AND SHALL BE CONTINUOUS AND UNSPLICED FROM CORPORATION STOP TO METER AND SHALL HAVE 6 INCHES OF SAND BEDDING SURROUNDING THE SERVICE LINE. EXPANSION LOOPS ARE TO BE HELD AS FLAT AS POSSIBLE WITH NO REVERSE GRADE. WATER MAIN SERVICE SADDLE AND CORPORATION STOP WITH COMPRESSION ADAPTER SHALL BE LOCATED AT APPROXIMATELY 10' ABOVE SPRING LINE PER THE STANDARD DETAIL. THE DEVELOPER/CONTRACTOR SHALL NOT BACKFILL ANY SERVICE LINES UNTIL ALL BRASS FITTINGS ASSOCIATED WITH THAT SERVICE LINE HAVE BEEN INSPECTED AND ACCEPTED BY THE DISTRICT. EXISTING WATER SERVICES, WHICH NEED TO BE ABANDONED, SHALL BE DISCONNECTED AT THE WATER MAIN CORPORATION STOP. THE DEVELOPER/CONTRACTOR SHALL COORDINATE WITH THE DISTRICT'S FIELD REPRESENTATIVE AS REQUIRED. 10. IMPORTED GRAVEL MATERUIL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THESTANDARDSPECIFICATIONS. BANKRUN GRAVEL FI SPECIFICATIONS, EXCEPT FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9 03.19 OF THE STANDARD S EC AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING OR AS REQUIRED BY THE GOVERNING AGENCY. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 12. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS 1/2-INCH, P.G. 58-22 GRADING REQUIREMENTS, OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. Wm396204 PLAN REVIEW # 12-861 Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center r m E*j m 2 >j m 2'j, m 2 �j m E J� m 2,J m Q orl- T o0 00 w0 I N o r\ I -.4- �I (n ZAP- 0 ul z (n z V) z C/) z Ln z 0 r z 0 0 0 0 :m 0 m 0 U W W Y W Y W U Y W Y LwiJ 0x Z U x U Qf w of U of U Q w 2 V) o 0 N V) 00 0 N a 0 � Ln 0 Ln V) 0 0 Ln w aa.a�wa w w w w mm pi ao T `n I T T ,�, o T r` I r- CY) N I N N Z N re) et LO c0 bU •� � N CN a� c c `•�c cn u+ G. CN N� o a z V U Q z W Q z v00 K o v< <'� ao N O o� U Z v F- Z Q 0 W 0 ~ �- 0 w Z U o 3 Q W W w Z W -� O Q � Uz W Q) W W V L.LKZ QZ U O 0 F 0 Z w E • AIL of wash f��pC� �Q4� Q' 40908 ISTER�� 1 `rsI�NAL $�G ,� JOB NUMBER: 16-137 DRAWING NAME: 16137A-WA-DT DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: AS NOTED JURISDICTION: SOOS CREEK 84SE W C2 DRAWING: SHEET 3 OF 5 O 0 m 0 N 0 a SURFA! REST 1. OFFSITE SURFACE RESTORATION ION (Revised 05-16-11 ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS AND OR OTHER IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY DEVELOPER/CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1-1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2-1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1-1/2 INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDER IS SERIOUSLY DISTURBED, OR AT THE DISCRETION OF THE DISTRICT OR THE GOVERNING ROAD AGENCY. RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1-1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2-1/2 INCHES OF CRUSHED SURFACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SAWCUTTING PRIOR TO EXCAVATION TO PROVIDE A CONTINUOUS LINE. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE EDGES OF THE SURFACING SHALL BE RE -TRIMMED 12 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1-1/4-INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4-1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 41NCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1-1/2 INCHES COMPACTED ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE -LEVELED AS DETERMINED BY THE DISTRICT'S FIELD REPRESENTATIVE. NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD. THE DISTRICT OR GOVERNING ROAD AGENCY RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE DISTRICT OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. DEVELOPER/CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE GOVERNING ROAD AGENCY. DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE DISTRICT'S FIELD REPRESENTATIVE UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT PATCH SHALL BE PLACED AND SEALED WITH PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 5-01 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX, USING EITHER TYPE II OR TYPE III CEMENT WITHIN 30 CALENDAR DAYS. 4. CURBS, GUTTERS, AND SIDEWALKS EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE DEVELOPER'S/CONTRACTOR'S USE AND ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, OR THE GOVERNING ROAD AGENCY, AND TO ITS ORIGINAL CONDITION OR BETTER. 5. NON -PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PROPERTY OWNER AND DISTRICT. UNCULTIVATED LAWNS, PASTURE AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS. SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS, SHALL BE TEMPORARILY PLACED AT SUB -GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAWCUTTING OF THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. DEVELOPER/CONTRACTOR SHALL THEN REMOVE BASE MATERIAL, SURFACING COURSE, AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL. FINISHED SURFACING SHALL BE TWO, 2-INCH COURSES OF ASPHALT CONCRETE SURFACING, COMPACTED AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVING. 7. FINAL CLEANUP THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1.11 OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE SEWER MAIN. IN LIMITED AREAS SEEDING AND MULCHING BY HAND, USING APPROVED METHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING, NETTING, OR ROCK LINING TO CONTROL EROSION. ANY SILTING OF DOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS FROM THE SEWER MAIN INSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLE CONDITION AS PART OF SITE CLEANUP. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACH WORKDAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DEVELOPER/CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. 30"x6" LOCKING FRAME - & COVER TAPPED fit" N.C. THREAD (TYP 3 PLACES) UTILITY VAULT CO: 30" x 6" 30" DIA. CLEAR OPENING F;�.ANGED DOWN Swjs CR LOCKING FRAME & COVER DETAIL REVLSION DATE SCALE DISTRICT APPROVAL DATE APPROVED MA- 17, 2011 _NTS K.V. JUNE C2, 2C1' FILE NAME . j W \S00S CREEK W&S\CESIGN STANDARDS\WTR DTLS\W-25C `DWG. NO. W-25C z 5 FEET, MINIMUM FIGURE C14 REQUIRED SEPARATION BETWEEN WATER LINES AND SANITARY SEWERS UNUSUAL CONDITIONS PARALLEL CONSTRUCTION W=396205 PLAN REVIEW # 12-861 Cah 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center r m i�> m 2�j m 2�j m 2>j m 2�j m i�> m Q O r� Q�T to I O I011— N Z ZE-- z��f-�__ o (nC z W m z LIJ m z Lj m Ln� z W m E__ z Li m o o Z 0 m 0 m:m 0 0 m 0 UU m 0 0 w Y Uj wW Y U Y W Y W Z a U V) o U (na 0 w U Ln 0 U 0 Ld 0 0 0 0 0 Ckfrrrr�rrrr Lli a_ LAj a W a rr W a W rz pi r- T"'`(' Do 00 Q M C" N N N Z(V r1 d U0 ca c C OJ a y •c a+ c cLn o L Ice ` W-1 E a Now,, `o (411M) V 0 !'• z v >3 � C o� U Z Q 0 Q, O WLU W 0 w W ri ~ Q Q LLI Ott LU C W � Cl) LPL Q Q � U Z� C 0 � 0 F 0 Z 0) w o WA Q4� 40908 ISTERF�� SSI0NAL JOB NUMBER: 16-137 DRAWING NAME: 16137A-WA-DT DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: AS NOTED JURISDICTION: SOOS CREEK S4SE AWG4P C2 DRAWING: SHEET 4 of 5 i HORIZONTAL BEND i TEE � � 1 ,,� VERTICAL BEND SHIM PLATE VALVE ANCHOR OFFSET -1" BARS ALTERNATE VERTICAL BEND NOTES: PLUGGED TEE J. �/, J2 L PLUGGED CROSS PLUGGED CROSS 1. ALL CONCRETE FOR BLOCKING SHALL BE A BLANK PLUG FIVE (5) SACK MIX. 2. ALL BLOCKING SHALL BE POURED AGAINST PLUGGED END FOR FIRM, UNDISTURBED EARTH. FUTURE EXPANSION S°pS CRE� \ CONCRETE BLOCKING DETAIL 9�� REVISION DATE SCALE DIS'RICT APPROVAL `P 5 MAY 17 2011 S FILE NTS K.V JUNE 02, 2011 Q NAME M: \SOOS CREEK W&S\DESIGN STANDARDS\WTR DTLS\'W-1 DWG. NO. W-1 / \ SEE PIPE SLEEVE DETAIL 6" / 1 \ 1 12 CONC. BLOCKING 12 -VENT BOX SHALL BE --. ISTANDARD WATER METER BOX PER PLAN BRASS PIPE, SEE BY-PASS DETAIL I DETAIL W-' 7. , INSTALL ON VAULT t 2 2 4"-12': I SIDE WITH THE LEAS' I CONFLICTS. WISH GRADE z_ � `D WATERTIGHT SEALED LV." " \ 90' PVC BEND (Sl " 4+" E_ECTRICAL PVC CONDUIT - 6 8 12 13 � I 1 CONC I T ' EI OCKINNC 12 112." MIN __ ff SEE PIPE SLEEVE DETAIL j ELEVATION 1'` TO BE INSTALLED I DOUBLE CHECK PIPE SLEEVE BY DISTRICT I VALVE W/PORTS ---LEAD & OAKUM i GATE ii / OR EPDXY -- VALVE / SEALANT i I PIPE // r_z-K `-GATE VAIVE it /TEST PORT (TYP)_ i - TEE ENT DRY TEST VALVES- 3/4 90' BEND BY-PASS DETAIL (BRASS PIPE) PIPE SLEEVE DETAIL SEE SHEET 2 FOR ADDITIONAL NOTES & MATERIALS _ SHEET JE ; DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSY. REVISION DATE SCALE DISTRICT APPROVAL DATE APPROVED N� MAY '7, 201' NTS K. V, JUNE 02, 2011 SIEjTER � FILE NAME --- M: \SOOS CREEK W&S\DESIGN STANDARDS\WTR DTLS\W-25A DWG. NO. W_25q NOTE: DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY TO BE CONSTRUCTED WITHOUT THE VAULT. _,—PROPERTY LANE OR ESMT. LINE HYDRANT RUN: � 1. LENGTH ESTABLISHED ON JC6 AS APPROVED BY DISTRICT EE \ SNOTES A. USE 6" DI PIPE. F-ANGED (SHORT RUNS ONLY)- \ 8. OR 6" Of PIPL, MJ WITH 2 3/4" STEEL TIE RODS WITH \\ 18 ONE HEAVY COAT OF COAL TAR PRFSFRVATPVF ON TIE RODS, NUTS AND BOLTS AFTER INS'ALLATION. y MEGALUGS CAN 3E PROVIDED IN LIEU OF TIE RODS. \ HYDRANT: I SHALL BE C.EANSED & PRVE COATED VIH HEAVY DUTY •'� BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS SHAL, BE PAINTED YFILO'W. TWO TOP COATS SHALL BE OIL RESISTANT ENAMEL, BRUSH TYPE CR APPROVED-EOJAL. 2. STENCIL ON FACE OF HYDRANT BARREL THE DISTANCE FROM HYDRANT TO GV.IN FEET W'H 2' BLACK LETTERS. 1 3. SURFACE TO BE GRADED UNIFORMLY AROUND HYDRANT 6" THICK �:CNC. PAD (18 RADIUS). SLOPE AWAY 'N/ BRUSH FINISH. F ! R' HYDRANT I N CUT 4 INS14LL STIMSONITE MODEL 88-A 13LLE REFLECTIVE - PAVEMENT MARKER, OR FQUAL, ON HYDRAN- SIDE OF THE CENTER LINE OF THE ADJACENT STREET IN DIRECT LANE 36" _ WITH THE HYDRANT. A NOTES: i. ROCKERY TYPE RETAINING WALL TO BE PROVIDED WHERE n NECESSARY IN CUT OR FILL AREAS. 2. NO GUARD POSTS. * SIFF NOTES 6' THICK CONC. PAD �o. x --1 VERTICAL FACE OF VERTICAL CJR8 - I MIN. 3' 0" F--,s°-z4° CAST IRON RAKE- f VALVE BCX 'W/ _!D "WATER" F IRE HYQRANT IN FILL CONE PAD 1 i `O MARKED SERIES 940E OR AS APPROVED BY DISTRICT _J SIDEWALK FIRE HYDRANT LOCATION 5" ' - VIAX 3" MIN. IN CUT OR FILL .^--- --- FILTER FABRIC (ALL AROUNO)� I------- VARIABLE �6' :;Alt 'VALVE CA. 52 6' D.I. �IF'E ( 1 / CONCRETE-/ 1 TNRJST 9LOLK. � I / "ARD ' 1/4`- `a"x8"x' S" MIN. *ASI-ED ROCK CONCRETE BEAWIR; 8_OCK. TI 6" THICK CONC. 1 I PAD FIRE HYDRANT ASSEMBLY FIRE HYDRANT CLAN VIEW FIRE HYDRANT ASSEMBLY VERTICAL CURB REwSKNI DATE Sc DISTRIC' APPROVAL 15AI APPROVED OS/05/2013 NTS ?b GS 2U13 & SE'1T6 � F'_F NAME F \DF'TAII S SOOSCRK WATER W-5 DWG. NO. W-5 PIPE SIZE VAULT SIZES CATALOG # VAULT # COVER # BASE # 3" & 4" 575-LA 575-BL 57TL-30C 575- BL 6" & 8" 4484-LA 4484-ML 4484T�_ 30C 4484-BL 10" 510E-LA 5106-MI_ 5108T_-30C 1 510E-BL GENERAL NOTES: 1, PAINT AL_ INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS WITH TWO COATS OF EPDXY AS APPROVED BY THE DISTRICT. USE TNEMEC SERIES 135 CHEMBUILD, MODIFIED POLYAMIDOAMINE EPDXY, APPLY PER MANUFACTURERS INSTRUCTIONS. 2. THE ABOVE VAULT SIZES WERE SUPPLIED BY UTILITY VAULT CO. AS A REFERENCE FOR REQUIRED VAULT DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. Z. ALL ACCESS COVERS MUST BE MARKED "WATER" & BE LOCKING & TRAFFIC BEARING AS REQ'D BY DIST. WITH THREE (3) TAPPED 5/8" HOLES (SEE STANDARD DETAIL W-25C). SQUARE HATCH MAY BE USED, SUBJECT TO APPROVAL BY DISTRICT. 4. CLASS 52 D.I. PIPE IS REQUIRED. MATERIAL LIST Ot HATCH CAST IRON OR ALUMINUM MANHOLE GRATE AND COVER (SEE #3 ABOVE). OZ '_ADDER RUNGS---- CAST IN PLACE 3/4" GALV. BAR AT 12" O.C. OR FABRICATED ALUMINUM LADDER SECURED AT TOP AND BOTTOM. O3 CONCRETE VAULT— SUBMIT DETAILS FOR APPROVAL (SEE TABLE ABOVE). ® DETECTOR DOUBLE DETECTOR CHECK VALVE ASSEMBLY MUST BE APPROVED FOR INSTALLATION IN WASHINGTON STATE. TYPE SHAD BE APPROVED BY THE DISTRICT. OS VALVE TWO EACH, AWWA, FLANGED OS & Y GATE VA,_VES WITH HANDWHEELS. MUST BE LOCATED INSIDE OF VAULT. COUPLING ADAPTOR- TWO EACH, CAST IRON, FLANGE BY MECHANICAL JOINT WITH RESTRAINT. O FLOOR DRAIN 4" PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGE DITCH. ALTERNATE: WATERPROOF VAULT w/ XYPEX & SUMP PUMP. ALTERNATE MUST BE APPROVED BY THE DISTRICT AND WILL BE ALLOWED ONLY IF DAYLIGHT DRAIN S EXTENDED OVER 300 FEET. ® WATER METER — 5/8" x 3/4" TO BE INSTALLED BY THE DISTRICT. O PIPE STAND '" SCHEDULE 40 GALVANIZED PIPE STAND & BASE BOLTED TO FLANGE. 10 TEE ------- -- 3/4" BRASS WITH 3/4" PLUG. 11 GATE VALVE--- 3/4' BRONZE BYPASS GATE VALVES (ASTM 662). 12 WATER MAIN CLASS 52 D.I. PIPE WITH RESTRAINED JOINTS. 13 WALL FLANGE TWO EACH ' SEE SHEET 1 FOR ADDITIONAL DETAILS SHEET 2 OF 2 DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSY. y REVISION DATE OE/05/2a13 SALE NTS DISTRICT APPROVA- OATS APPROVED jTF7A-E V 08 Cs 2013 F: "OFT AILSSOOSCRK WATER W- 25B DWG. NO. W-25B ROMAC 202-S STAINLESS STEEL STRAP SADDLE (IPT) OR EQUAL I CLASS 52 DUCTILE IRON WATERMAIN CORPORA.-10N STOP ---\ CORPORATION STOP FORD F6500 OR MUELLER H-9969 (IPT) WATER SERVICE POLYETHYLENE PLASTIC PIPE WITH FORD NO. 72 STIFFENER INSERTED IN END OF PIPE COMPRESSION PACK JOINT, FORD C16-66 OR C16-77 OR MUELLER H15454, CL 200. IRON PIPE SIZE PLAN COMPRESSION PACK JOINT WPZER SERVICE STIFFENER INSFRT '--ROMAC 202-S WATERMAIN STAINLESS STEEL STRAP SADDLE (IPT) OR EQUAL ELEVATION NOTES: 1. SERVICE LINE FITTINGS: CAST C800 WATER WORKS BRASS. 2, MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM D-2239, SIDR 7, PE 3408 (HI-MOL PLASTIC) WITH 16 GAUGE TRACER WIRE. 3. CORPORATION STOP VALVE INSTALLED PARALLEL TO WATERMAIN. SpOs Cl? WATER SERVICE CONNECTION 1-1/2 INCH AND LARGER A v� REVISION DATE SCALE DISTRICT APPROVAL 7ATE APPROVED MAY 17, 2011 NTS K V. JUNE 02, 2011 �¢ Sg1j};R O� FILE NAME -- M: \SODS CREEK W&S\DESIGN STANDARDS\WTR DTLS\W-20 DWG. NO. W-20 SUBGRADE 1 3' MIN. 95% COMPACTON PIT RUN 3" MINUS CRUSHED ROCK 5/8"-1 1/2" I - NATIVE MATERIAL IF -� APPROVED BY DISTRICT' PIT RUN 3" MINUS AND RIGHT-OF-WAY 90% COMPACTION CRUSHED ROCK AGENCY CONSTRUCTION 5/8"-1 1/2' REPRESENTATIVE f 12" IMIN. 90% COMPACTION t SAND -SOIL ENGINEER APPROVAL & COMPACTION TEST REQUIRE:% PEA GRAVEL 5/8' MINUS CRUSHED 6" IMIN, f 1 2"-4" ROCK OR SOILS ENGINEERING--- 90% COMPACTION ( OTHER MATERIAL DETAIL NEEDED ` l LISTED ABOVE NOTES: 1. BEDDING -IN RIGHT OF WAY, DRIVEWAY PARKING LOTS, PAVED AREAS, AND NON - PAVED AREAS. 2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND RIGHT-OF-WAY AGENCY CONSTRUCTION REPRESENTATIVE. 3. TRENCH BACKFILL, BEDDING AND MATERIAL TO CONFORM TO RIGHT-OF-WAY AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. TRENCH WIDTHS NOMINAL PIPE DIAMETER MINIMUM EARTH MINIMUM ROCK MAXIMUM 2 18 24 36 3 18 24 36 4 18 24 36 6 21 24 36 8 24 24 36 12 28 28 40 (IN INCHES) TYPICAL TRENCH DETAIL REVISION DATEMAY 17 2011 1 SCALE DISTRICT APPROVAL DATE APPROVED NTS K.V. JUN_ 02, 2011 N & S ELM:\SOOS CREEK W&S\DESIGN STANDARDS\WTR DTLS\W-33 DWG. NO. W-33 METER BOX LID ANGLE BALL ANGLE BALL — VALVE VALVE `I —SEE NOTE 1 —t 12" r STANDARD I f FLANGES LOCKING 12" WING NUT HI-MOL PLASTIC CL. 200 FLOW LOCKING BALL VALVE SEE NOTE 2 ELEVATION NOTE 1: 1-1/2" METER = 13" 2" METER = 151/4" NOTE 2. COMPRESSION PACK JOINT: FOR 1-1/2" DIA. USE FORD #C86-66 (PACK END I.P.S.) OR EQUAL. FOR 2' DIA. USE FORD #C86-77 (PACK END I.P.S.) OR EQUAL. NOTE 3: METER BOXES SHALL BE INSTALLED AS FOLLOWS: 2-FiDPE METER BOX BOTTOMS NO, BCF1730128 STACKED UPON EACH OTHER 1-HDPE METER BOX LID NO. BCF1730. METER BOX LID METER BOX (TYP) 4 CENTER 24" MIN. a � a I d CAP OR PLUG (2' BEYOND METER BOX (TYP)-j METER BOX) END VIEW GENERAL NOTES: FORD CUSTOM SETTER 1-1/2": #VBB76-128-11-66 FORD CUSTOM SETTER 2': #VB877-128-11-77-1525 METERS TO BE SUPPLIED AND SET BY THE DISTRICT. ABOVE REFERENCED PART NUMBERS REFER TO ITEMS MANUFACTURED BY FORD METER BOX CO, INC. THESE OR EQUIVALENT FITTINGS TO BE USED. METER SETTER TO BE APPROVED BY THE DISTRICT PRIOR TO BACKFILL, METER BOXES TO BE SUPPLIED BY DEVELOPER OR CONTRACTOR. METER BOX SHALL BE MANUFACTURED BY MID -STATES PLASTIC, INC. METER BOX COMPANY. 1-1/2" & 2" METER SETTERS (ALTERNATE NO. 1) 9%1 )�t NTS REVISION DATE$GALE DiStR1�7 APB MAY 17, 2011 ROVAL DATE APPROVED FILE NAM K. V. JUNE 02, 2011 M. \SOOS CREEK W&S\DESIGN STANDARDS\WTR DTLS\W-21 I DWG. NO. I W-21 8" MIN. ORGANIC TOPSOIL PER KCC 16.82.100 TOPSOIL 1 3' MIN. 95% COMPACTON PIT RUN 3" MINUS CRUSHED ROCK 1 5/8"-1 1/2" NATIVE MATERIAL IF APPROVED BY PIT RUN 3" MINUS DISTRICT AND 90% COMPACTION CRUSHED ROCK PERMITTING AGENCY 5/8"-1 1/2" t i 12" MIN. 90% COMPACTION Ij SAND -SOIL ENGINEER APPROVAL & COMPACTION TEST REQUIRED PEA GRAVEL 5/8' MINUS CRUSHED 6" MIN. a _ 2"-4" ROCK OR SOILS ENGINEERING 90% COMPACTION / OTHER MATERIAL DETAIL NEEDED LISTED ABOVE NOTES: 1. BEDDING -IN RIGHT OF WAY, DRIVEWAY PARKING LOTS, PAVED AREAS, AND NON - PAVED AREAS. 2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND PERMITTING AGENCY. 3. TRENCH BACKFILL, BEDDING AND MATERIAL TO CONFORM TO PERMITTING AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. TRENCH WIDTHS NOMINAL PIPE DIAMETER MINIMUM EARTH MINIMUM ROCK MAXIMUM 2 18 24 36 3 18 24 36 4 18 24 36 6 21 24 36 8 24 24 36 12 28 28 40 (IN INCHES) / 5°pS CREW TYPICAL TRENCH DETAIL (OUTSIDE ROADWAY) �6 9� \ REVISION DATE SCALE DISTR.0 APPROVAL DATE APPROVED �P N r • MAY 17. 2011 NTS K.V. JUNE 02. 2011 W=396206 PLAN REVIEW 1 12-861 Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center ri,> I i�l:l � E>U � i>l �l a>j m:m :m :m :m :mm Q o' r` CC 00 00 Q T CV n w � O I o I N rn N (n (n F- V) O Z Z Z Z Z Z 1= w w w w w 0 p p m m Z 0 0 0 0 0 0 (n E U U U U U U U Y Y Y Y W W w w U W w of CI:f Cif Z U U W U U (¢� (/D Ln (/7 (n CD CD LLI CD CD CD CD LLI w CD CD Of w W w W w w w w a Of w [1 DO op Q I T LAI T I T T � '- " CV O CV rn In co Z °A w C 00 m to o >1 y a c cn W a E a O U v o c ro a *. v Q c = c o o ° �3 Z Z= O� z2 WU LLI LLJQL QJ �U3 �W Ha. �Z O H Z W E • vI. 40908 JOB NUMBER: 16-137 DRAWING NAME: 16137A-WA-DT DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: AS NOTED JURISDICTION: SOOS CREEK &SE AMP C2 DRAWING: SHEET 5 OF 5