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Alpine Nursery_WD90_Signed Water Plans.pdf
SPIRY PARCEL: THAT POR77ON OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 2J NORTH, RANGE 5 EAST, W M, IN KING COUNTY, WASHINGTON, DESCRIBED As FOLLOWS. BEGINNING AT A POINT ON 774E NORTH BOUNDARY LINE OF SAID SECRON, WHERE IT IS INTERSEC7ED BY A LINE 560 FEET WEST OF, AS MEASURED AT RIGHT ANGLES TO, AND PARALLEL WITH 77 -IE EAST BOUNDARY LINE OF THE NORTHEAST WARIER OF THE NORTHEAST QUARTER OF SAID SECTION,' THENCE, ALONG THE NOR 7H BOUNDARY LINE OF SAID SECTION, NORTH 87*51 *56" WEST 269.95 FEET TO FHE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED, THENCE, A T RIGHT ANGLES THERETO, SOUTH 2'08'04"WEST 70,9,17 FEET TO A POINT OF CURVE; THENCE, ALONG A CURVE TO THE RIGHT MTH OF RADIUS OF JOO FEET, 116.57 FEET TO A POINT OF TANGENCY, THENCE, ALONG SAID TANGENT LINE, SOUTH 24*23'50"WEST 91.66 FEET TO A POINT OF CURVE, THENCE, ALONG A CURVE TO THE LEFT WITH A RADIUS OF 300 FEET, A DISTANCE OF 171.59 FEET TO A POINT OF TANGENCY, THENCE, ALONG SAID TANGENT LINE� SOUTH 8'22'JO"EAST 793.86 FEET TO A POINT ON THE SOUTH BOUNDARY LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION, FROM WHICH POINT THE SOUTHEAST CORNER THEREOF BEARS SOUTH 872J'07"EAST A DISTANCE OF 878.20 FEET; THENCE, NORTH 877J'07� WEST, ALONG THE SAID SOUTH BOUNDARY LINE, 4J5.56 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTFON; THENCE, ALONG THE WEST BOUNDARY LINE THEREOF, NORTH 1 -44J7 -EAST 663.02 FEET TO THE NORTHWEST CORNER THEREOF; THENCE SOUTH 87'51'560EAST 479.12 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT ROAD RIGHT OF WAYS; AND EXCEPT THE EAST 70 FEET OF THE WEST 100 FEET OF THE NORTH 140 FEET THEREOF (LYING SOUTH OF SOUTHEAST 144TH STREET) (ALSO BEING KNOWN AS A POR77ON OF TRACT 4 IN EKSTROMS FIVE ACRE TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF). BOYER PARCEL: PARCEL A: THAT POR77ON OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, 'TOWNSHIP 23 NORTH, RANGE 5 EAST, W. U., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. BEGINNING AT A POINT 165,56 FEET EAST OF THE NORTHWEST CORNER OF SAID NORTH HALF; THENCE SOUTH 1'4-4'370 WEST 1,35.75 A5ET' 7HENCE SOUTH 872J'07"EAST 294.30 FEET' THENCE NORTH 8'22'30"WEST 138.27 FEET TO NORTH LANE OF SAID SUBD1VqS(ON, THENCE NORTH 872J'07"WEST 270 FEET TO THE POINT Or BEGINNING, IBEING KNOWN AS A POR77ON OF TRACT 18 OF ECKSTROMS ACRE TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF) PARCEL B.' THAT POR77ON OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUAR7ER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W M., IN KING COUNTY, WASHINGTON, DESCR16ED AS FOLLOWS' BEGINNING A T A POIN T ON THE WEST LINE OF SAID SOU TH HALF OF 7HE NOR THEAST QUAR TER OF THE NORTHEAST QUARTER DISTANCE NORTH 1*44J7"EAST 30.01 FEET FROM THE SOU7HWEST CORNER THE'REOF, THENCE SOUTH 86'5429"- EAST ALONG A LINE 30 FEET NORTH OF AND PARALLEL TO 7HE SOUTH LINE OF SAID SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, 305-11 FEET TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE LEFT, HAWNG A RADIUS OF 200 FEET, A DISTANCE OF 354.19 FEET TO A POINT OF TANGENCY; THENCE NORTH 8-22'30- WEST ALONG SAID TANGENT LINE 65-01 FEET TO THE 7I?UE POINT OF BEGINNING; THENCE CON77NUING NOR77-1 822'30'WEST 339.76 FEET TO THE NORTH LINE OF SAID NORTH HALF; THENCE NORTH 87'2J'07- WEST 435,56 FEET TO THE NORTHWEST CORNER OF SAID NORTH HALF; THENCE SOUTH 1'44'37" WEST ALONG THE WEST LINE J31.51 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF; THENCE ALONG THE SOUTH LINE OF SAID NORTH HALF, SOUTH 87'08'48"EAST 495.30 FEET TO THE 7RUE POINT OF BEGINNING; EXCEP T THA T POR TION DESCRIBED A S FOLL 0 WS - THAT POR77ON OF NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NOR7HEAST QUARTER OF SEC77ON 2J, TOWNSHIP 23 NORTH, RANGE 5 EAST, W- M-, IN KING COUNT)� WASHINGTON, DESCRIBED AS FOLLOWS. BEGINNING AT A POINT 165.56 FEET EAST OF THE NORTHWEST CORNER OF SAID NORTH HALF, THENCE SOUTH 1-44'37- WEST 135.75 FEET, THENCE SOUTH 87'23'07"EAST 294.30 FEET; THENCE NORTH 822'30" WEST IJ8.27 FEET TO NORTH LANE OF SAID SUBDIIIISION, THENCE NORTH 87*2,5'07'WEST 270 FEET TO THE POINT OF BEGINNING, 1BEING KNOWN AS A POR77ON OF TRACT 18 OF ECKSTROM5 ACRE TRAC75� ACCORDING TO THE UNRECORDED PLAT THEREOF). VER TICA L DA TUM.' NAVD 88, PER CITY OF RENTON VERTICAL CONMOL. HORIZON TA L DA TUM.' MAO 1983191 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127. FOUND PUNCHED 1-112' BRASS DISK IN CONCRE7E MONUMENT DOWN 0.8 IN MONUMENT CASE AT 77 -IE INTERSEC77ON OF THE CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STTEET ELEVARON = 363.697 FEET 2. CITY OF RENTON CONTROL POINT NO. 1852.� FOUND PUNCHED J" BRASS SURFACE DISK AT THE INTERSEC77ON OF THE CENTERLINE OF NE 4TH STREET AND 148TH AVENUE SE, E'LEV477ON = 454.769 FEET REFERENCES: 1. SECTION SUBDIWSION OF THE NORTHEAST QUARTER OF SECTION 23-2J-05 BY MEAD GILMAN AND ASSOCIATES DATED MARCH 20, 1969 ON FILE NTH THE KING COUNTY ROAD SERWCES DIVISION'S MAP AND RECORDS CEN7ER. 2 THE PLAT OF BRIARWOOD SOUTH NO. 4 RECORDED IN VOLUME 97 OF PLATS� PAGE 74, UNDER RECORDING NUMBER 6596214. 3. THE PLAT OF BRIARWOOD SOUTH NO. 5 RECORDED IN VOLUME 93 OF PLATS, PAGE 16 UNDER RECORDING NUMBER 6719427. 77 TL E EXCEP 77 ONS.' AFFECTS THE SPIRY PARCEL: 1. THIS SITE IS SUBJECT TO AN EASEMENT GRAN7ED TO PUGET SOUND POWER AND LIGHT COMPANY FOR AN ELECMIC TRANSMISSION LINE AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER J643263. 7HE LEGAL DESCRIP77ON CONTAINED WITHIN SAID INSTRUMENT IS INSUFFICIENT TO DETERMINE THE EA SEMEN rS EXA C T L OCA TION W THIN THIS SI TE 2. THIS S17E IS SUBJECT TO AN EASEMENT GRAN7ED To CHERYL WEBBER-VELDW FOR AN INGRESS, EGRESS AND DRIVEWAY AS DISCLOSED BY INS7RUMENT RECORDED UNDER RECORDING NUMBER 20131209000053 AND IS SHOWN HEREON. J. THIS SITE IS SUBJECT TO THE RESERVA77ON AND EXCEP77ONS CONTAINED IN THE DEED RECORDED UNDER RECORDING NUMBER 241250. AFFECTS THE BOYER PARCEL: 1. 7HIS S17F IS SUBJECT TO AN EASEMENT GRAN7ED TO PUGET SOUND POWER AND LIGHT COMPANY FOR AN ELECTRIC TRANSMISSION LINE AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER J64J263. THE LEGAL DESCRIP77ON CONTAINED W17HIN SAID INSTRUMENT IS INSUFFICIENT TO DETERMINE THE EASEMENTS EXACT LOCA77ON MTHIN THIS S17E 2. THIS SITE IS SUBJECT TO 7HE RESERVA77ON OF THE EAST 30 FEET FOR 7HE USE OF THE PUBLIC FOR PUBLIC ROAD PURPOSES AS RESERVED IN THE DEED RECORDED UNDER RECORDING NUMBER 33098JO, 3. THIS S17E IS SUBJECT TO THE RESERVA77ON AND EXCEP77ONS CONTAINED /N THE DEED RECORDED UNDER RECORDING NUMBER 241250. NE 23-23-5 T CON TA C TS.- GENERAL NO TES.- PROJECT INFORMA TION: APPLICANT ...................... ..... ROY 60YER 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TOTAL EXIS77NG SITE AREA., 419,829 S.F. (9.638 ACRES) SPECIFICATIONS AND STANDARD DETAILS OF W4 TER DISTRICT NO. 9 0. THE ........ .................. .... 14609114625 161ST AVE SE SPECIFICA 77ONS AND STANDARD DETAILS MAY BE A SEPARATE SET OF TOTAL PROJECT AREA: 435,880 S.F. (10.0 ACRES) 0 T TE ............................................. RENTON, WASHINGTON 98059 PA 0 5 HESE DRAWINGS. A SET OF APPROVED PLANS w DOCUMENTS, APART FROM T 144 W Sr ................... ....... ..................... (425) 766-JO66 SHALL BE KEPT ON S17F AT ALL TIMES DURING CONSTRUC770N. St TE ADDRESS: 16023 SE 144TH ST & ui P 1460,9114625 161ST AVE SE OWNER ............... ...................... WILLIAM & MARILM SPIRY z z 2. THE OWNER SHALL FURNISH THE' ENGINEER KITH A COPY OF' THE RENTON, WASHINGTON W ........ ... 16023 SE 144TH ST ........... .......................... APPROVED ROAD GRADE, ROAD CROSS SEC770N, AND DRAINAGE PLAN PRIOR z .............................. ................... RENTON, WASHINGTON 98059 TO ANY WATERMAIN CONSTRUCTION. TAX PARCEL NUMBERS: 2J2JO5-9044, 232305-9099, 0 0 Ld 2J23205-9167 L OWNER ............... .................. ROY BOYER 3. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMA 77ON ................................................ 14609114625 161ST AVE SE t1i AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCA7701V, OR S 149TH ST x PROPOSED NUMBER OF LOTS. 27 ....................... I ..................... RENTON, WASHINGTON 98059 DEP THS. (n Ln .................................... (425) 766-JO66 4� PRIOR TO CONSTRUC77ON OF ANY WATERMAINS, THE STREETS AND LOTS EXIS77NGIPROPOSED ZONING. R4 0 0 CIWL ENGINEERIsURVEYOR ...... D.R. STRONG CONSUL77NG ENGINEERS, INC. SHALL BE STAKED AND THE CONTRACTOR SHALL LOCATE ALL EXIS77NG ....... ........................ : ........... 620 77H A VENUE U77LI77ES. DENSITY PROPOSEDIPERMITTED., 3.8014,49 ............ ........... KIRKLAND, WASHINGTON 9803J 0 (6 Ki ............................................. (425) 827-3063 5. ALL WORK IN STREET RIGHT-OF-WAY TO BE IN ACCORDANCE WIN THE 7RACT "B" STORM DRAINAGE TRACT 0 0 n .............. ...... ..................... CONTACT, MAHER A. JOUDI, P.E REQUIREMENTS OF THE ROAD ENGINEER WTH JURISDIC77ON - EITHER KING 26,145 SF, (0.600 ACRES) SE j0NES 7) ...... .............. ... MAHER, JOUDICIORS TRONG COM COUNTY OR THE CITY OF RENTON. 169 < ............. ... I .............. CONTACT- STEPHEN J. SCHREI, P.L.5 6. WATERMAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO LAND IN CRI77CAL AREAS: 0 S. F t2w CA VANAUGH POND - =5 M ..... 1-1--l- .......................... STEVIE, SCHREIMRSTRONG. COM NATURAL AREA htAwTAw 3-rooT MINIMUM COVER OVER TOP OF WATERMAIN 8 -INCH AND LAND IN CRI77CAL AREAS BUFFERS.- 0 S. F. GE07ECHNICAL ENGINEER ......... EARTH SOLUTIONS NW, LLC SMALLER (4 -FOOT MINIMUM FOR LARGER THAN 8 -INCH PIPE). THERE SHALL ............... ... _ ... ............... ......... 1805 1367-H PLACE NE, SU17E 201 BE NOT LESS THAN AN 18 -INCH CUSHION BETWEEN THE WA TERMAIN AND THE LAND IN PUBLICLY DEDICATED STREETS.- 110,720 S.F. (2.542 ACRES) ........ -.1- .... 1.11 ............... BELLEWE, WASHINGTON 98005 STORM SEKER, OR CASING WILL BE REQUIRED. VICINITY MAP ................. ................................ (425) '"9-4704 7 WATER SERWCES SHALL BE LOCATED AT LEAST 5 I"EET FROM POWER LAND IN PRIVATT ACCESS EASEMENTS: 0 S.F. 1"_ 1500' , ... 1. .................. I ......................... CONTACT SCOTTS. RIEGEL, L.G., L. E G. ......................... ........... ....... SCO TT RIEGEL OEA R THSOL U TIONSN W COM VAULTS HAND HOLES ANDIOR LIGHT STANDARDS. SERVICES SHALL BE INSTALLED BY CON7RACTOR AND WLL BE LOCATED BY MUTUAL AGREEMENT SEWER DIS77?tCT- CITY OF RENTON LANDSCAPE ARCH17ECT ........... VARLEY, VARLEY VARLEY BETWEEN OWNER, DISTRICT, AND 07HER U77LITY COMPANIES. WATER DISTRICT- WATER DIS7RICT 90 ........................ I ........................ 12743 NE 1707H LANE .......................... ........ .... WOODIN&LE, WASHINGTON 98072 8. FOLLOWING W47ERMAIN CONSMUC77ON, ANY REWSION OF ROADWAY OR ....... HE MAINS TO BE RECONSTRUCTED By THE SCHOOL DISMICT ISSAQUAH #411 A A ...... ..., ....................................... (425) 466-94JO EASEMENT GRADES REQUIRES T 46232 ....... 1. ......................................... CONTACT- JEFF VARLEY OWNER TO CONFORM To THE SPECIF'ICA770NS OF WATER DIS7RICT NO, 90. ALL ............................. VARLEY_,.lEI`F@HOTVtA1L,COM ADDED COSTS OF INSPEC77ONS FOR SUCH REWSIONS WLL BE CHARGED TO THE 0 OWNER IN ADD177ON To THE STANDARD CHARGES, AND SHALL BE PAID BEFORE 7RAFFIC ENGINEER .................... TRAFFEX ACCEPTANCE BY WATER DIS7RICT NO. 90. ..11410 NE 724TH STREET, SU17E 590 9. WATER SEROCE CONNECT70N DETAILS., 2HEELINDEX KIRKLAND, WASHINGTON 98034 SHEET I OF 10 COVER SHEET ...... I ...................................... (425) 522-4118 A. 2" X 4" WOOD MARKER PAIN7ED BLUE AND IMPRINTED WITH "WATER" IN SHEET 2 OF 10 WATER MAIN EXTENSION PLAN ........... I- ....... .......................... CONTACT- WNCE GEGLIA BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCA77ON WITH A SHEET 3 OFIO WATER EX7FNSlON PROFILE .............. I ................ I'll'..... ......... WNCEONW7RAFFEX COM MINIMUM OF 18" OF THE MARKER EXPOSED� SHEET 4 OF 10 WATER EXTENSION PROFILE SHEET 5 OF 10 WATER EX7ENSION PROFILE NO TE.- B, PAINT SERWCE LOCATION ON CURB WITH COLOR AS DIRECTED BY THE SHEET 6 OF 10 WATER EX7FNSION PROFILE ENGINEER. SHEET 7 OF 10 WATER EX7FNSION PROFILE NO CONNECTIONS TO EXISTING WATER MAIN UN77L AF7ER TEST AND SHEET 8 OF 10 WATER MAIN DETAILS PURITY ACCEPTANCE C. PROPERTY CORNERS SHALL BE PINNED AND THERE SHALL BE A SHEET 9 OF 10 CONSTRUC77ON PROWSIONS REFERENCE TACK PLACED IN THE CURB OR EDGE OF ASPHALT SHEET 10 OF 10 MATERIALS AND SURFACE RESTORATION 10. THERE SHALL BE A MINIMUM 10 -FOOT HORIZONTAL SEPARATION BET14EEN W47ERMAINS AND SANITARY SEWERS. VER77CAL SEPARA77ON SHALL BE PER THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL. 119- qg I NF Lu-"-, " -, , --- - - - - -, '11�1 0 CL w CL Ld Q� cr D_ Q� oel S Q lz� QL < Q C� ir LLJ 161STAVE co C) PC u 17 W i� u F 0 Z OL -44 9 "j, 7 fill 10i 14, X 16 10 12 15 !18 14 3 Agg- Ld Tl�WT B Z 0- 4 r4 c� T 26 2 19 uj 24 21 22 zz U) A ------------ _u c:) ROAD "A ff 4 20 Aul t tqhll,�t --- - - - - - - - a n L W UJ PARCEL NO. 2J230 56 V 3" 6 7,' U) UJ 5 A dfAlt� 4,1 "P_��STING HOUSE TO #t 2 fXCLUDEQ OM AqINE-" I -LA tal- 4 11,4 U) ymqL z U) Lu Lu 00, 1"""; 1-15' WA tER z > % - - ------------ ----------- - - - --- EASEMEI�T 4111K g..,�rr Nw- -d"I Al FZZ-*"I- H -0 EL TH 77 7 il:97 120 RCEL NO. 7i 0 30 60 ui A Vl� PA 2J230591: 9 PARCEL NO. 2J2-3059160 PARCEL NO. 232,3059143 PARCEL NO. 2J2,5059148 PARCEL NO. 23230591J8 1 INCH 60 FT. < PARCEL NO. PRESSURE ZONE: 550 STANTEC PROJECT NO. 2002003043 WATER DISTRICT NO. 90 BASE MAP G-4 APPROVED SHEET OF 10 CONSTRUCTION DRAWINGS: DATE7A_4jllDRAW/NG NE 23-23-5 STA. 52+57M -, a 18' L_ J I I - i-5 1/4' MVO F.H. ASSEM&Y I-8-xe- IEE (mixa) ATER MAW NOM 1-6- GATE VALVE (R-YMJ) EXISTING AC W *25 LF So D.J. M 52 DEVELOPER SHALL OBTAIN APPROVAL FROM CITY TO g0F &REQUIN ABANDON EXISTING AC WA 7ER MAIN IN 161ST AVENUE SE. IF X 8L N APPROVAL IS NOT GRANTED, THEN EXIS77NG AC WATER MAIN FsTA. W+4a5O L L 44.02 PER KCW90 DET41L W-4 SHALL BE REMOVED. STA. 55+29.29, 39.75 CUT INTO EVS77NG 8' a WA 7ER EXIS17NO 6" 01 W4 TER CUT INTO MAIN WTH. MAIN 107H. - STA. 51+82.70, .0.04, IL 1-8m 114* BEND 0 1 AUjxmj) 1-80 2* BEND (MAMJ) 4* aMD I I r CL EXIS77NG WATER SERMES NOM 1-8- DI SPOOL LENG774 AS REQUIRED) z z - W1 2- DEFLEC77ON REDUCER W Ld 1-8- 7RANS1710N COUPUNG (DlxCY) q -j( Mp_ rull, t i I TE BLOCKING EXIS77NG WATER SERVICES CONNECTED TO EXISnNG AC 1-6w DI SPOOL (LENG7H AS REQUIRED) m M CUT INTO &K. AC AND INSTALL CONCRETE BLOCKING WA TER MA IN IN 16 15 T A VENUE SE SHA L L HA VE NEW WA TER CONCRE 0 0 �E3 !K _t BLIND FLANGE ON EX. 7EE. 0"0 SEROCE LINES INSTALLED FROM NEW MAIN TO EXIS77NG 1-6" TRANS1770N COUPLING (DUCI) APPROMMATE LOCA770M OF CAP EX 6p AC WTH. 13 LF r DJ. CL 52 METSRS. CONCRETE BLOCKING EX[S7= FIRE HYDRANT 1-60 END CAP PLUG 34 LF 80 D.I. CL. 52 CUTAND CAPEX. Boa WTH: L-4 CONCRETE BLOCKING 0 V) STA. 55+9337 3-ag' L 1-8m END CAP PLUG 2'* 7EMPORARY 37 LF 8' D.L CL. 52 1-5 114- M`V0 FH. ASSEMBLY CONCRETE BLOCKING L B. 0. ASSEMBL Y 'R 1-81W' 7EE (MWL) STA 54+6Z49, 1.07 CUT AND CAP EX. 6" CI WTH. STAL 58+4a.5,0 7.00' L !J4 to 1-6- GA7E VALVE (RxMJ) 17 -8' 11j'BEND (MdxMJ OAX 49 - AJ LOCA 77' X. CONCRE7E BLOCKING '81' D.1 C 8" G47E VALVES (FLXMJ) AA 1-6" END CAP PLUG �-r TEE (RxFL) iio CONCRETE BLOCKING �*22 LF' 6 D. I CL 52 n 1. 60+UL, 187 L#,� J_ L 52 51+00 (LF AS REQUIRED) 1-1 7 7 CCINCREhE BLOCKING t L u CONCRETE BL=1NG S TA. 54+1227 'R < < Sp 7-6 PER KCN090 DETAIL W-4 1-8" 22je BEND (MJxMd) '001 L STA. 56+35,44. -DE #7H 2 FLEC7701V 7r M&FAX. z ON. 0. E TE BL "NO 'K 5z 364% B 161STA VE SE 1 `4 4,51+4a t.59' L 37 if 8` D f. CL 52 ASSE Z-4 AIR VAC. MOLY LL, 1+00 0 LF 8" D.I. CL 52. R KOND90 DETAIL W-18 L0.iLOCA7E- AT 141GH x T OPMAIN) STA. 44+ 9.82 2Z69'L- ST4. 49+84.44, a3g'L- STA 51+70.55, 6.28- L 55+0 "M I'VP STA. 15+J6.04 15.56' L 1-8` TEF (axfL)" 17 N AFTER PRESSURE & PURITY T GATE VALVES (FLxMd) 0 40 ACCEPIANCE & MAIN qONCRE�r"BLOCKINO, WT JIAP IN70 EXIS77NG 100 C1 W47ER MAIN KITH.- EMSTIN"A TER SER WCES TO BE kj 1-10 ABANDONEP AT MAIN PER '*x8w TAPPING TEE 9 GA7F VALVF( W4 7ER DISTRfCrS STANI$ARQS�, 41 1-8' FLXMJ it 1-8- DI SPOOL (LENGTH AS REQUIRED) A IS77NG WATER SERWCE TO BA LL I` SER ------ EWS77NG W4 ILR ME7ER 1-8* DI SLEEVE (MJ) AT MAIN PER 7�: A 12 ,14 14, RF;:REaWNEC7m TO IRRIGA 77ON A I W TH 314 VT CONCRETE BLOCKING 4 IER DISIRICTS STANDARDS r 77AIG WA TER SERWCE AND DCV4 PER KCW90 8" DI W47ER MAIN �41 7 REUSED FOR LOT 9 DETAIL W-24 Iq I DONED AT MAIN PER DISMICM STANDARDS % BE CaVFIRMED WTH 16 15 SERME TO BEE jiW Q�ISTWG WA 7ER i iij WCE 70 BE ABANDONED 7RFJVCH RESTORA 7701V AND ABANDONED AT MAIN PER TOR) TO SEKER INSTALLA770N)i 18 WAM? DISMICrS STANDARDS 0 VERLA Y TO BE DONE 13 ACCORDING 70 CITY OF RENTaV STANDARDS 14 Pj� IJJ� STA. 64+20.4a 6.21' L- I I^ Lo. I LA STA. 55+29. 84 2. 39' L J80 �x J78 1-80 TEE (FLxFL) 7- -8- GA7E- VALVES (FLxMd) J76 37d376 574 _t-4, I 1, CONCRM 81-OCKING 37, 3 DIA. d 1 19 -LF OF 16 78' SING CEN 376 ST 7 1 (0 11 74:k C) n .1 1 - 7RUCIURE- 0T0,c,-dA G C�l EXIS7790 *A7ER SERVICE 7V t < < < T__ :E 2E 2E STA. 33+2a4d 4.06' L �J% 25 9ANDONED AT MAIN PER A, 00 1 1 Z) A. 6.r R 1-5 114- MIAO FH, ASSEMBLY W�TER D1S7MCTS`,S7ANDA 7A. M+34 69. v TA. + R J4 114' MVO F.H. ASSEMBLY 1-8'vx6m TEE (UJOL) f I r I 1�, t - GA TE VAL VE (axMJ) ASSEMBL 1-6 2T C, -4*x6` TEE (MJxFL) 6 19 '04 f ATE VALVE (FLxhld) _*13 LF 60 D.I. a. 52 u % tt" 24 M-0- 21 uj i W 0� (LF AS REQUIRED) :VtA 7-1 IAL VE (15�7_W'�) 0 ST4.1 41+4aJA 7M"'L. 0 LF' 6 ` D. L CIL 52 CONCRETE BLOCKING r) 11 LF�&" D.J. a- _542, 92, 4.6r NA, LF AS, '�EQUIRED) A EXISHNG W47ER SERWCE PER -4 MCW90 DETAIL (Lr AQ RC.QUIRS VAMETF BLOCKING D) 1-4" 7FE (FLXa) ABANDONED AT MAIN PER CONCRETE BLOCKING PER KCN090 DETAIL,W _B" VES (FLAd WATER D1S7R1C`rS STANDA 3 G4 7E' VAL -1-4 .0 23 16 -if, 8" D.I. CL 5 2 KCWD90 DETAIL W "T CONCRETE BLOCKING 28 LF 80 0.1. CL. V IV Cc �77 �7777_7__ 7777�_ Lu 35+ 00 7 to 5 <g'N AD _1V J2+OORO fr- ",20 Q� LL "j lu 6 4-- 5", WA 7 314- �WAMR �,q y R) STA. 36*10.63. 6.04' Q Z CL �74 t -7411-t, J EA SEMEN T, (TY C5 (3 �E-XR (TYR) 20 AIR VAC. A I SEA;- &40+JJ- STA. 11+5&46 5, PER KCW90 DETAIL W-18 A_. STA. 32+92.1 1, 4.67' R 90 ND ("k J) RE EXIS77NG RRE HYDRANT ( LD Lor.4 7r AT HIGH -T W1_ BEND PER KOW90 DE A14' 10-1 1, -am 2* Al POINT OF MAIN) CONCRET SLOCfflNG VF MAI _a 1_6 X C A A -rER fWSE NqWG ME� IT7A 1_8-xe ,�7 GA .22 A C.. P. R KC, W � 4W 7 (RELD LOCATE AT CONORZ-7, BLOa,,vG_ r OF MAIN) A111, CA TCH BASIN INLET POW 'T 'T L "PARCEL NO. 2J2305,9156 70RM C STA. M+10. 1 4.82 L P STER CASING Ar- -3- im 27+73.16, k65� 15' WA 7ER ROVIDE 18 LF OF' 16" DIA 2 441" 5 IA PROTEC7701V, SEE SHEET to S ROS9NG A. 25495.37 6.50p R BUN 10 FOR DETAILS (TYP.) RNQ H ST 2 5' 1 'EA SEMEN T $4 J _SlAk'440+06. 7. 4M .; I H 1, J Ok' L 33' L *M4 1-5 114w 00 F'.H. ASSWULY STA. 27431.5l." 19.Jdp 1�'S " i J� EXCEMYEM-M, ��Ij 1, *, 1� 77CAL BEND S7A. 20+22.31. 16.69 CONCRE7 �LOCKING- 1-8&x6o TEE (MJxFL) 2.5' DEFLEC77ON yq T Q - GATE YALVE (FLXWJ) -,�6+7781. Zb.72-i -6 Al" A.. -4 L +t rq f 3 i, � , NURSER 1Y 4 5' VER 1-80 45' SEND ( P� STA. :*40+08, ZJJ I vj u u r%qmf%prTr Of 14 �uglofd ST mi, I /% T; "A CAP A=- qJV='77^A1 Ir- &w rvj ^I on -8" DI SPOOLS q", 27+91.1f. _y 11, �, .0,10 a ,:e 36' 2 AS REQUJJ�f �D) 21.98 L STA. 26+6= 21. 1 k '54 2.5* 70 - 20 L -MM 72 2-8m GA 1i Vicvu q�"O I-8" BLIND FLA4vG& S,\ w", CUNCRE 2 m TE BLOCKING 160 C) __B ATI .8, z < .7d N '41 160 T. E, SE J?2 . . . q. HAV 29-i-oo 0 z PARCEL NO. 2J2,30,59160 (14405) z STA. Iv+8 i j - V, i " SEPARATIOW(NPJ�,,� I i PARCEL NO. 2,323059 8,4� 4423 XL STA. *27+70.00 20.56' L �?9+96,2_9 STA 10+33.56, 16.7 i STk 20+32.70, &50" R PARCEL NO. 232JO5914J (14505) d�__ 7A. T6 IjS757�76.50; R 4 ` B. a A SSE W81- Y AF7EI? PRESSURE & PURtrY 7ES1 S TA. 26 + M, 24 2 PARCEL NO. 2J2JO59179 I Z 0 1-8- 45- BEWD (MJxMJ) 39+93.50, 7.JX R I -S' :V5' BFJVD (MJWJ) PER KCW9O DETAIL W-11-1 ACCEPTANCE & MAIN FLUSHING, C.4 11 I -8m 454 BEND (m"J) CONCRE7E BLOCKING 1-8- TSE (FLxFL) CONCREM' BLOCKING CONCRM BLOCKING (f-7ELD LOCATE AT LOW CUT INTO EXIS77NG low cy POINT OF MAIN) Z) 0 W47ER MAIN WTH: 15 LF8' D.. CL 52 3-8 0 GA TE VALVES (FLKMJ) EXISTING WA 7ER SERVICES NO TE: PARCEL NO. 2323059148 39 LF 80 D.L CL 52 z 1-10 X8- TEE (FLxFL) CONCRETE BLOCKING 0 O� :D RELOCATE EXIS77NG ME7ERS FOR HOUSE NUMBERS 14405, W 2-10- D.I. SPOOLS (LF AS REQ.) 2� PROWDE 18 Lr OF 16" DIA. PARCEL NO. 232JO591JB Tat 11 14423, AND 14,505. INSTALL NEW I" SERWCES ON NEW LINE Z 2-10- SLEEVES (MJ) s CASNG AT -1 AV STA. 61+6a99 t AS REQUIRED ALONG 16077 ENUE SE. FINAL LOCA77ONS , 11. 50' L q3 2-10' GAVE VALVES (FLXMJ) CL IN TH EX. 18' SD TO BE DE7ERMINED BY DISTRICT REMOVE EX. 8`x4` REDUCER �611 U) W x tz (9 z LIJ I -S' DI SPOOL (LF AS REQ.) 3.9 LF 80 D.I. CL 52 AND COUPLING AND CONNECT I -8m DI SLEEW (MJ) 70 EX 8" a V W7H.- EL- Z 1-8- GAVE VALVE (FLXMJ) 1-80 DI $POOL (LENGTH AS REQUIRED) z ING c� _j < CONCRETE BLOCK 1-8" Of asrw (mj) NOM WA 7FR SERVICE CASING NOTE.- 6T AND CAP EX 4- AC WTH: < LEGEND �e W 2E '1-40 END CAP PLUG NO CONNECTIONS TO EXIS77NG WATER MAIN UN77L AFTER TEST AND PURITY ACCEPTANCE 2" PVC CASING REQUIRED FOR SERWCES UNDER DRIVEWAY CONCRETE BLOCKING NC)FZ_rH h EX. MAILBOX EX WATER VALVE ANDIOR SIDEWALK (TYP.) GRAPHIC SCALE % UTILITY CROSSING NOTES.- ISTA. 61+08.,", &08'L -kilt cz) EX WA TER BL 0 W OFF 4-100 0 20 40 80 z PROPOSED WA TER 'I -8m 11. VND L_-_____.__1_ I - EX. U77LITY POLE cc � 1, 8" WA 7ER MAIN REQUIRES J FOOT MINIMUM COVER. CONCRE BLOCKING 1K I < 2. WATER TO HAVE 16" STEEL CASING AT CROSSINGS J, 14, AND 19 1�_ EX. STREET LIGHT EX. FIRE HYDRANT Z� J. MAINTAIN MIN. 5 -FEET HORIZONTAL SEPARATION BETWEEN WATER AND PROPOSED S7REET -0-F 1 INCH 40 FT, CA.71t 1 J'Ail To - EX. LIGHT POLE APPX-Lo DECIDUOUS TREE A PROPOSED FIRE HYDRANT LIGHT AND CABINET (TYP.) PRESSURE ZONE: 550 A 4 K�b Al 41- " STANTEC PROJECT NO. 2002003043 cl EX. CATCH BASIN 0+87.78 If 8" D.I. CE ei PROPOSED WATER METER k.�)URUTY CROSSING, SEE SHEET 7 FOR U77LITY CROSSING TABLE !44 LF 8" D.I. CaL PROPOSED GA TE VALVE .4 CONIFEROUS TREE EX. SEWER MANHOLE CONNEC 77ON NO 7E- �04 BASEMAP PROPOSED CONCRETE BLOCKING 2#0 *1 WATER DISTRICT NO, 90 G-4 'D S7REET LIGHT AND CABINET EX. TELE RISER PROPOSE PROPOSED BLOW OFF CON7RACTOR SHALL POTHOLE EXISTING 10- C.I. WATER MAIN (SEE 144TH STREET), EXISnNG B.a ASSEMBLY PROPOSED AIR VAC 6" C.I. W47ER MAIN (SE 145TH PLACE), EXISTING 8- C.L WATER MAIN (SE 7467-H PLACE), APPROVE EET 2 OF 10 EX. SIGN M= PROPOSED STORM DRAINAGE A TER MAIN IN 16 15 T A VENUE SE TO VERIF Y DEP TH A NO L OCA TION PRIOR CONS AND EXISTING AC W D TO CONSTTUC 770N. ENGINEER TO BE NO 77FIED IMMEDIA rEL Y IF THERE 15 A VARIA 77ON FROM �TRUCTION U13 EX. WA TER METER PROPOSED SANITARY SEWER DRAWINGS: DATE- DRA WING THE PLAN. G4.012 m NE 23-23-5 371-02 H. P. STA 21+5&52 PW STA 21+81.75 PW ELEV — 371.55 K 19.27 gKool kL^ 20+00 20+40 20+80 Z7*ZU A I lrwu -- I -- 359M H. P. STA - 25+57 99 PW STA - 25+32.01 PW ELEV - 370.02 K = 20.70 50.00, vc 24+80 25+20 25+150 Z"w zu'rry CONNEC TION NO 7E-* CONTRACTOR SHALL POTHOLE EXIS77NG 10" C.I. WATER MAIN TO VERIFY DEPTH PRIOR To CONS77?UC770N. ENGINEER TO BE NOTIFIED IMMEDIATELY IF THERE 15 A VARIA71ON FROM THE PROFILE, (4' COVER CURRENTLY SHOW AT CONNECTION POINTS) OUTILITY CROSSING, SEE SHEET 7 FOR DETAILS LWO 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 I I INCH = 5 FT. VERTICAL PRESSURE ZONE: 550 STANTEC PROJECT NO. 2002003043 WATER DISTRICT NO. 90 APPROVED CONSTRUCTION DATE: DRAWINGS: DAT .- to ID n-7 CL 0- cc IL CL T q CL C C) 0 (1 SASE" MAP G-4 SHEET 3 OF 10 DRA WING iif ILL CL or) z 0� 0 SASE" MAP G-4 SHEET 3 OF 10 DRA WING ILL CL or) z 0� 0 Z ui Z I f r% z Z 12N < jil ui SASE" MAP G-4 SHEET 3 OF 10 DRA WING PW ELEV = 379.66 =s m GRAPHIC SCALE 0 10 20 40 U TILI TY CROSSING NO TE: I INCH = 20 FT. HORIZONTAL ( ,11 FUTILITY CROSSING, SEE SHEET i I'CR DETAILS 0 2.5 5 10 1 INCH = 5 FT. VERTICAL. W _. 360 r LLj o' co 0 - ---380 . . . .......__. ............ ........ ..... __........ _ _ . _... ...... .... , _.. 0 0 0 0 c� W i-0. Zm Ez, w E in o c� m O � x m X E 0 Q m co o cn °z 4 LQ FINISHED GRADE AT toci + � STANTEC PROJECT NO. 2002003043 W',ATE'�R CENTERLINE WATER DISTRICT NO. 90 BASE MAP Codc' SHEET m. W cn !DRAWING [. .370 m _"--__.--_R______________. S � i�lIJ dJJB{? GRADE6iT " a� WA TER CEENT IRUNE 0 14i5 L—F 6 D.1. CL isle z° 3 3 h I 1-8" qo HORIZONTAL :.... ............. .......,..... ..,. .. ....... .. .... ....,. . TONC CONCRETE �.tY.iNi.'�%re bi�4/4dditNV1" BLOCKING }''.1.... � ... ...... ..... ..�...` ... STA. 111+10.49 � N Q� (I 1 Sm 17EE MxFL) ; o w Z 8";GATE VALVES (fLxMd), N&E 1-80 BLIND FLANGE, S CONCRETE TE BLOCKING E i Ai T I O co N N rn O' ca Ln 10+00 10+40 10+80 11+20 11+60 PW ELEV = 379.66 =s m GRAPHIC SCALE 0 10 20 40 U TILI TY CROSSING NO TE: I INCH = 20 FT. HORIZONTAL ( ,11 FUTILITY CROSSING, SEE SHEET i I'CR DETAILS 0 2.5 5 10 1 INCH = 5 FT. VERTICAL. t;f} W _. 360 r LLj o' co 0 r z z 0 a z 0 0 0 0 c� W i-0. Zm w E in o c� m O � x m X j 0 Q m t;f} _. 360 r co 0 r 'QQ E uj i-0. Zm w E in Q m � x m X j 0 --. CL co o cn °z 4 LQ PRESSURE ZONE: 550 STANTEC PROJECT NO. 2002003043 WATER DISTRICT NO. 90 BASE MAP Codc' SHEET OF 10 !DRAWING DRAWINGS: DATE: m �" a� a 0 �� z° h c� � N Q� (I � o w _. 360 m E uj CL E X j --. CL PRESSURE ZONE: 550 STANTEC PROJECT NO. 2002003043 WATER DISTRICT NO. 90 BASE MAP APPROVED CONSTRUCTIONL SHEET OF 10 !DRAWING DRAWINGS: DATE: L.P. ELEV = 372.61 L.P. STA 30+22.Jl PW STA 30+20 PW ELEV 372.53 IF A.D. H. P. ELEV = J74,56 NE 23-23-5 H. P. STA = J2+06.61 PW STA - J2+20 PW ELEV = J75.03 A.D. -J. 18 K 39.29 1,25.00' VC L.P. ELEV - 372.70 L.P. STA =,33x-45.67 PW STA - J3+45.84 PW STA - JJ+85.90 PW ELEV J72.60 PW ELEV - J72.60 A.D. ^.x.9;3 A.D. - 1.00 PW STA = J5+00-48 PA' ELEV = J71.45 I -w - Em UTILITY CROSSING NOTE: (DUTILITY CROSSING, SEE SHEET 7 FOR DETAILS P BE om WE 35+60 36+00 36+40 m I w cc LIA 0) cn 4 Ld c - Z LL r4o < In < CD CL. -j z z Ld W C) t -J Z 0 0 0 Ld -- EXISTING _GRADE AT I z Lu b ----- ------- R. 0, W. CEN 7ERUNE 00 Qf of cr CL Ld EW- z c� 1:� � V) cl Q w GRAPHIC SCALE ------------ x 0 10 20 40 �m� z 370 w Q0 n w 0 0 w w 37 4fl.6-1 0 2.5 5 10 6mmmm� 1 mImImIlImEd ---------------- ------------ 1-- < CLi 5Z 1 INCH = 5 FT. C14 VERTICAL A STANTEC PROJECT O. 2002003043 360 STA. ,35+ 7J. 8,9 0.04' R 11-75 114" MVO Fk ASSEMBLY BASE MAP .......... -8" 90* HORIZONTAL BEND WJ OF 10 I",8'"x6" TEE (Mdx�L) CONCRVE BLOCKING 1 6" GATE VALVE!'. (Fumj) PROWDE 18 LF OF 16m DIA. -tI1 LF 6" D.h CL52 STEEL CASING AT STORM (LF AS REQUIRW I I - STRUCTURE CROSSING ed N CRtt A6dkiNG PER KCWD90 DETAIL W-4 . ... ...... .... ... . . co CNN N 8) N n Qs r" n co n �z t4l 35+60 36+00 36+40 m I w N - 12 rill17 WN11 cc LIA 0) cn 4 Ld c - Z LL < < In < CD CL. -j z z Ld W C) t -J Z 0 0 0 Ld I z Lu b 00 Qf of cr CL Ld c� z c� 1:� � V) cl Q w GRAPHIC SCALE K x 0 10 20 40 �m� z w Q0 n w 0 0 w w 0 2.5 5 10 6mmmm� 1 mImImIlImEd N - 12 rill17 WN11 cc LIA 0) cn 4 c - Z LL < < In < CD -j C) t -J Z 0 CL I z Lu b 00 < n cr CL Ld c� z c� 1:� Q� `� cl Q w cc LIA 0) cn 4 c - Z LL tq -uj 8z, CD ci Z 0 0 w 0 Z 0 CL Z U) Z z z w w GRAPHIC SCALE K x 0 10 20 40 �m� z w 1 INCH = 20 FT. HORIZONTAL w w w 0 2.5 5 10 6mmmm� 1 mImImIlImEd 1-- < < 1 INCH = 5 FT. VERTICAL PRESSURE ZONE: 550 STANTEC PROJECT O. 2002003043 WATER DISTRICT NO, 90 BASE MAP G-4 APPROVEDSHEET CONSTRUCTION an n DRAWINGS:. L. t 5 OF 10 DATE: i NE 23-23-5 50+00 50+40 50+80 51+20 51+60 52+00 52+40 52+80 5,3+20 OJ*DU 04*VU I?qlp4fu -380 CONNECTION NOTE: CONTRACTOR SHALL POTHOLE EXISTING 10" CJ. WATER MAIN TO VERIFY DEPTH PRIOR TO CONSTRUCTION. ENGINEER TO BE N077FIED IMMEDIATELY IF THERE IS A VARIATION FROM THE PROFILE (4' COVER CURRENTLY SHOWN AT CONNECTION POINTS) UX UTILITY CROSSING, SEE SHEET 7 FOR DETAILS L W. ffi lllllT-I.w =11 1410-F ON, ul') co cc Lu w X1,1 M 7 w o CD z F- < 0 C) Cc) co vi p �® ci Q Z o_ CL co z Ld Li c) Z z w z III c� co F— 0 0 Lu U7o w 01-1 w w Lu co Q- CL a- w u>— (n a: Q a, � C) 0 u cz; ON, ul') co cc Lu 6 i LL X1,1 M 7 w o CD z F- < 0 u, Cc) c�i V) �® ci Q Z o_ 0 (1) c) z w z III c� Z F— CL < w 01-1 w w co Q- CL a- w Q� a: Q a, � C) 0 u c)) co cc Lu 6 i LL X1,1 M w o u z F- LL 0 u, Cc) K azi V) �® ci Q Z o_ 0 (1) c) z w z III c� Z PRESSURE ZONE: 550 STANTEC PROJECT NO. 2002003043 iBASE MAP WATER DISTRICT NO, 90 G-4 r% PPROVED ::SHEET OF CONSTR TION 6•10 i DRA��j E WIN C) w o u z F- 0 z uj z 0 0 (1) c) z w z III Z F— CL < w 01-1 w w PRESSURE ZONE: 550 STANTEC PROJECT NO. 2002003043 iBASE MAP WATER DISTRICT NO, 90 G-4 r% PPROVED ::SHEET OF CONSTR TION 6•10 i DRA��j E WIN PIPE CLAMPS PIPE CLAMPS & RODS & RODS Lil Iw :a (SEE NOTE 4)( (5EE NOTE 4) z .. w VERT. IJ BEND 1- f- 4 _ D 4' w I- w 1" ANGLE CHECK VALVE FORD ' 0 w ® HA34-444 OR APPROVED 90' x' 0 0� EQUAL PACK JOINT o © LLI I L' ca CL 0 aD Mm --�- i C> o �a- �, 18"(TYP) FORD A24 METER Z d 90` BEND CAP cin ¢ L ' ' a r'Lij _j 36" MIN ADAPTER BLUE PAINT o ouj o a ¢ t3 I LID PLUGGED TEE OFFSET ( -- A � oz I o -1 a mjll36" MIN w TICAL C llr___) ElE�L I .TIL LO l �- EQE 0" N 1" TYPE K COPPER AS APPROVED BY x (SEE NOTE 6 DISTRICT. EXPANSION LOOPS 1"MIN - 2"MAX. FROM INSIDE PIPE CLAMPS & RODS MUST BE HELD FLAT AS POSSIBLE. FRONT WALL OF METER BOX o (SEE NOTE 4) (TYPICAL FOR ALL SERVICES) �--- TEE 45' BEND D- ° 45' 4y - PLUGGED CROSS PLUGGED CROSS ® ] a NOTES: ADDITIONAL BLOCKING MUST BE PROVIDED IF GATE VALVE IS AT END OF LINE DURING TESTING. p o w 0 cl o Z 22 1 2` BEND 11 1 /2' BEND NOTES: 1. BEARING AREA CONCRETE THRUST -BLOCK BASED ON .200 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 2000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE, PRESSURES & SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE & HAVE MINIMUM OF 1-1/4 SQUARE FOOT BEARING AGAINST THE FITTING AND BE POURED AGAINST FIRM UNDISTURBED SOIL. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY & SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UPOR DISMANTLING JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. CONTRACTOR TO PROVIDE 4 MIL MIN. THICKNESS POLYETHYLENE SHEET BETWEEN CONCRETE BLOCK AND FITTING. I- - A VERTICAL BLOCKING tea% An -6 � ®� 1. NO CHANGE IN PIPE DIRECTION OR DIAMETER SHALL OCCUR WITHIN 36 FEET OF THE VERTICAL BEND. 2. CONCRETE BLOCKING SIZES BASED ON: - THRUST BLOCK AREAS BASED ON SAFE BEARING LOAD OF 1,000 PSF. - 2,500 PSI CONCRETE. - MINIMUM 3 FEET OF COVER. - PIPE THRUST BASED ON 200 PSI PRESSURE. - PIPE ENCASED IN POLYETHYLENE. - VERTICAL BLOCK SIZE BASED ON 200 PSI PRESSURE. - TRENCH CONDITIONS BASED ON FLAT BOTTOM TRENCH WTH LIGHTLY CONSOLIDATED BACKFILL (TYPE 2), PER ANSI/AWWA C150/A21.50. VERTICAL BLOCKING SIZE W/RESTRAINED JOINTS SOIL TYPE =COHESIVE GRANULAR [GC+SC] SAND, GRAVEL, CLAY MIXTURE gff V B ICU FT flum D L ROADWAY WITH DITCHES. CURB $ GUTTER 11 1/4' 8 aoaaaa� 3/4" 1.5' 4" 22 1/2 11 2.2' 3 4" 2.0' 45' 30 3,1' �0oaao 2.0' 90, 16 2.5' 3/4" 2.0' 6" 11 l 4' 11 2.2' �m�aoo 2.0' 22 1/2 25 2.9' 3/4" 2.0' 45' 68 4.1' 3/4" 2.0' P-24258, 1"METER. 90' 43 1 3.5' 3/4'° 2.0' 8" 11 1/4' 16 2.5' 3/4" 2.0' COPPER 22 1/2* 47 3.6' 3/4" 2.0' 45' 123 I- - A VERTICAL BLOCKING tea% An -6 � ®� 1. NO CHANGE IN PIPE DIRECTION OR DIAMETER SHALL OCCUR WITHIN 36 FEET OF THE VERTICAL BEND. 2. CONCRETE BLOCKING SIZES BASED ON: - THRUST BLOCK AREAS BASED ON SAFE BEARING LOAD OF 1,000 PSF. - 2,500 PSI CONCRETE. - MINIMUM 3 FEET OF COVER. - PIPE THRUST BASED ON 200 PSI PRESSURE. - PIPE ENCASED IN POLYETHYLENE. - VERTICAL BLOCK SIZE BASED ON 200 PSI PRESSURE. - TRENCH CONDITIONS BASED ON FLAT BOTTOM TRENCH WTH LIGHTLY CONSOLIDATED BACKFILL (TYPE 2), PER ANSI/AWWA C150/A21.50. VERTICAL BLOCKING SIZE W/RESTRAINED JOINTS SOIL TYPE =COHESIVE GRANULAR [GC+SC] SAND, GRAVEL, CLAY MIXTURE gff V B ICU FT A D L ROADWAY WITH DITCHES. CURB $ GUTTER 11 1/4' 8 2.0' 3/4" 1.5' 4" 22 1/2 11 2.2' 3 4" 2.0' 45' 30 3,1' 3/4" 2.0' 90, 16 2.5' 3/4" 2.0' 6" 11 l 4' 11 2.2' 3/4" 2.0' 22 1/2 25 2.9' 3/4" 2.0' 45' 68 4.1' 3/4" 2.0' P-24258, 1"METER. 90' 43 1 3.5' 3/4'° 2.0' 8" 11 1/4' 16 2.5' 3/4" 2.0' COPPER 22 1/2* 47 3.6' 3/4" 2.0' 45' 123 5.0' 3/4" 2.0' TYPE K COPPER- OPPER22.5' 90' 86 4.4' 3/4" 2.0' 12" 11 1/4' 32 3.2' 3/4" 2.0' EQUAL. INSTALL THREADED 22 1/2- 88 4.5' 7/8" 3.0' 45' 232 6,1' 3/4" 2.5' 90' 206 5.9' 1 1/8" 4.0' 16" 11 1/4' 70 4.1' 7/8" 3.0' 1. COPPER LINE BETWEEN CORP STOP BE PIECE NO 22 1/2* 184 5.7' 1-1 /8" 4.O' & ANGLE STOP SHALL ONE ( 45' 478 7.8'1-1/8"14.0' SPECIFICATIONS ROADWAY WITH o Q ROADWAY WITH DITCHES. CURB $ GUTTER � METEROX w/ READERLID (SEE NOTES) Iml - 11" CORPORATION STOP ANGLE STOP W/LOCK WING, FORD BA43-444W BY CTS FORD F81000xCTS GRIP GRIP JOINT MUELLER JOINT OR MUELLER P-24258, 1"METER. P-25008 4'-1" TYPE K SERVICE COPPER CATER TYPE K COPPER- OPPER22.5' 22.5' 1" PACK JOINTx FIPT CPLG. FORD C14-44 OR APPROVED EQUAL. INSTALL THREADED WATER SERVICE SADDLE WATER MAIN PLUG TO REMAIN UNTIL ROMAC 101 SERVICE LINE FROM BUILDING IS CONNECTED OR SMITH-BLAIR NOTES: fe�l NOTE: 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED �a 1. COPPER LINE BETWEEN CORP STOP BE PIECE NO BY THE DISTRICT. p � & ANGLE STOP SHALL ONE ( 2. SERVICE SIZES ARE 1" UNLESS OTHERWISE DESCRIBED IN THE � o `;; � o FITTINGS) � ty -- FACTOR OF SAFETY IS 1.5. Z © W - SOIL FRICTIONAL RESISTANCE BASED ON COHESIVE GRANULAR * 90' BENDS SHALL BE RESTRAINED JOINT AND 2 3. METER BOX SHALL BE: . ALL BRASS SHALL BE LEAD FREE BRASS r r�� SOIL TYPE (GC+SC). SAND, GRAVEL, CLAY MIXTURE. JOINTS SHALL RESTRAINED 36 FEET ON EACH A. IN AREAS WITH ROLLED CURB OR METER BOX IN DRIVEWAY, USE 3. BLOCKING DESIGN MUST BE ADJUSTED FOR SIDE OF THE BEND. MIDSTATES BOX MS -BCF -1521-12-B WITH READER LID ===man OTHER SIZE PIPE, PRESSURES AND SOIL CONDITIONS. 3. SEE KCWD NO.90 STANDARD DETAIL 33-1 OR 33-2 FOR # 4 TYPICAL TRENCH BEDDING, BACKFILL AND RESTORATION, #MS-BCF-1521-RLA 4. PIPE CLAMP (HOT DIPPED GALVANIZED). RODS B. IN AREAS WITH VERTICAL CURB OR METER BOX BEHIND SIDEWALK, (STAINLESS STEEL ALL -THREAD 316SS) USE CARSON STANDARD PLASTIC METER BOX #1220-12L WITH 5. LINE SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING READER LID. WITHIN 100 FE==mown=, ET OF VERTICAL BEND IS BACKFILLED AND Nil COMPACTED TO MINIMUM COVER OF 3 FEET OVER PIPE. 4. INSTALL WATER SERVICE MARKER POST ABOVE END OF SERVICE TAIL - 6. 90° VERTICAL BENDS SHALL ONLY BE INSTALLED WHERE PIECE. THE POST SHALL BE 2"X 4" WITH THE 18" ABOVE GRADE m "" GIVEN PRIOR APPROVAL BY THE UTILITY AND MUST RESTRAINED. PAINTED BLUE ON ALL SIDES. STENCIL WATERIN 2" LETTERS WITH° O 7. ALL CONCRETE SHALL BE 2500 PSL 7. BACKFILL TRENCH BEYOND 90' VERTICAL BLOCK WITH 9 BLACK PAINT. C\I CRUSHED SURFACING TOP COURSE MATERIAL COMPACTED TOQ Q 95% MAXIMUM DENSITY. CRUSHED BACKFILL SHALL EXTENDAND 0- 0- 0 20 FEET BEYOND BLOCK OR TO FIRM BEARING TRENCH WALL, WHICHEVER IS LESS. A T "ICE DETAIL ra J 8, LEAVE BLOCK OPEN OR SHEETED 24 HOURS MINIMUM. NTS SERVICEQ NTS ' ' TI FRET a z a- g :bi z `j- NTS � NTS a¢ aa' � a v o C:) 0 OO v ,,,18" BEHIND BACK OF CURB USE RJ PIPE OR FIELD LOCK IF PIPE U3V07H BETWEEN 8" ADAPT. (FL X MJ) OR 12" BEHIND BACK OF VALVE AND HYDRANT IS MORE THAN IXVE SUCK PIPE. 4 - SIDEWALK, 10' MAX. FROM ,� ,9 CONCRETE METER BOX FOG11TE cu n Q ai EDGE OF TRAVELED WAY VALVE MARKER POST 8 x 4 TEE "'• VERTICAL-- ``✓ NO. 2 OR EQUAL w SOLID �`'` > s (FL x FL) FIBERGLASS 20%20 j4j (SEE DETAIL) v � 1/4"RAKE � � MESH SCREEN CONCRETE COVER 17°'x 28" I.D. � � � V) dU � 0- SIDEWALK TWO SECTIONS MINIMUM, SET SIDEWALK VERTICAL DR PVMT: MARKER o 2" D.I, NIPPLE TOP OF BOX FLUSH w/ GRADE ' m d- /HARCO OR BLOW -OFF MARKER POST WILL v -' ROLLED CURB PER SPECS. - - --- c0 F J APPROVED EQUAL) 2" PLUG AND COUPLING BE REQUIRED UNLESS BLOW -OFF' IS IN PAVEMENT. Qo Tri 6 MIL MSOUEEN 18" 124.' CAST IRON VALVE 1'-0" z 2" ASPHALT CLASS B +� <c ALL AROUND '��SEE C.G.R. DWG..FBR46/Pc8090 CONCRETE METER BOX, CLEAR � `� N m © FITTING F- d°O CLR52L6' D.I. PIPE * �s`GATE VALVE FOGTITE NO. J20S WITH HINGED' BLIND FLANGE 41Q 1 W°`� RESTRAINED PER SPECS. SPRING LOADED LATCH IN LID, OR THRUST BLOCK (TYP) cD v a� a : EQUAL. COVER TO BE REINFORCED (SEE DETAIL) 2' UNION FINISH GRADE`-, o ©0 o FOR H-20 LOADING & MARKED Q z a- "BLOWOFF" y a 1/2 YARD, 1 1/4!' :+' vw S• © CONCRETE THRUST BLOCK ° �• d U WASHED ROCK a r - Lit 4`x 8`x16' MIN CONCRETE BEARING BLOCK PLACE BRICKS BETWEEN 4' CONCRETE I- -I CLASS 3000 w p THRUST BLOCK & BLIND 1' o" 1'-0" COLLAR = 0 FIRE HYDRANT ASSEMBLY (RESIDENTIAL VERTICAL/ROLLED CURB FLANGE CD L 2" D.I. NIPPLE 18% 24" CAST IRONY Q 0U) BLOW -OFF (HARCO OR VALVE BOX o z O • USE RJ PIPE OR FIELD LOCK IF PIPE LENGTH BETWEEN CULVERT APPROVED EQUAL) (EAST JORDAN O 3' MIN. 1'..5' MIH. VALVE AND HYDRANT IS MORE THAN ONE STICK OF PIPE IRONWORKS) Q Q I� O MARKER POSTN EXCEPT IN 10' MAX. , > CUT/FILL 4' PVC THREADED FILL w/ 3' MAX. VALVE MARKER / 2SQNUT Q w CEDAR SHAVINGS cn - cn x > U 4" THICK ASPHALT a R PLUG w°.. POST (SEE " . FOR INSULATION O PAMPER SPECS. Iz �- n , a- { DETAIL) 4' THICK CONC. OR ASPHALT La °' N o CRUSHED ROCK pi 3 VERTICAL PVMT. MARKER = PAD 2' AROUND BOX & VALVE O O o 1/4` RAKE KING CO. m ff APPROVED B PER SPECS. d BOX 2' COMBINATION AIR VALVE? CULVERT THREADED FLG. (ALMATIC OR CRISP( ) 2 PI :..<�. • P V N PE X18'- 24" CAST IRON VALVE '� SWING 8 MIL VISQUEEN +� --X. BOX IN CITY OF RENTON, m GV ALL AROUND DITCH SEE FITi1NG "GATE VALVE C.O.R.DY1G. BR48/PG.B05G FIRE HYDRANT Q JOINT VALVE MARKER POST WILL BE SL.=2-3 l of REQUIRED UNLESS VALVE IS IN PAVEMENT AND TOP OF VALVE VARIABLE 9 ,.. > tdN 4` THICK ASPHALT ®pp a'b io PAD: PER SPECS. o r; ®4' L� " 18"/ 24" CAST > SWING BOX IS AT FINISHED GRADE. l� .. CULVERT PER ij ,J ' CL 52 s' D.I. PIPE ¢ ROAD AGENCY IRON VALVE BOX n v JOINT 1/2 YARD, 1 i j4`--1 WASHED ROCK RESTRAINED PER SPECS, STANDARDS, W/ U; Q W 2" CORP. STOP, CONCRETE THRUST BLOCK BEVELED ENDS VARIES - 1- 0- SOLID CONCRETE `x B`x16` MIN CONCRETE BEARING BLOCK :m V)CRETEBLACK (FORD F8500-7NL OR 16' 8 PLAN VIEW 4" ADAPTOR (FL x MJ) 4"x "x MUELLER B2969N) FIRE HYDRANT ASSEMBLY a o 4" RISER D.I.P.. o � -- 0 SQUARE OPERATING 2" GATE VALVE wj 2" FIRE HYDRANT ASSEMBLY GRAVEL SHOULDER 4" RODS (TYP) o o NUT 4" 90' BEND (MJ' x MJ) 0 0 NOTES. „ 8"x 4" TEE (FL x FL) o cn 1 SURFACE TO BE LEVEL & UNIFORMLY GRADED 3' 4 D.I.P. w AROUND HYDRANT (3 RADIUS) NOTES: u 2. ROCKERY TYPE RETAINING WALL TO BE SHACKLE RODS 4" G. V. (FL x MJ) DOUBLE STRAP SADDLE VALVE MARKER POST UJ o " PROVIDED WHERE NECESSARY IN Cur OR FILL C1' 1. ALL FITTINGS SHALL BE DUCTILE IRON ow AREAS. (ROMAC 202S OR CONFORMING TO AWWA C100 OR BRASS WATERMAINS CL ONE-MAN ROCK ONE-MAN ROCK IN' CONFORMING TO AWWA C800. SMITH-BLAIR 313, 2"IPT) 12" & SMALLER NOTE: MARKERS SHALL BE TRIVIEW FLEX 66 BLUE, NO. P69254, WITH WARNING LABEL FOR LLjNOTES:CL U) 3 2. ALL HORIZONTAL RUNS OF PIPE SHALL SIZE AND DISTANCE TO VALVE, IN FEET AND INCHES. LETTER SHALL BE 2" HIGH. MAI 4y 1. LOCATE BLOW -OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT. BE D.I. OR BRASS EXCEPT WHERE SHALL BE PLACED AS DIRECTED BY THE ENGINEER. MARKERS SHALL BE SET TO LEAS Q, 18' EXPOSED ABOVE GRADE. OTHERWISE NOTED. ALL VERTICAL RUNS SHALL BE D.I. OR BRASS EXCEPT WHERE 2. THE GROUND WITHIN' 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY. OTHERWISE NOTED. ALL D.I. SHALL MARKER P0,ST CONFORM TO 3. SHACKLE RODS TWO EA. 3/4" GALV. STEEL TIE RODS WITH ONE HEAVY COAT OF SHALL CONFORM 4TBRASS O AWWA C800 7 NTS co COAL TAR PRESERVATIVE ON TIE RODS, NUTS AND BOLTS AFTER INSTALLATION. 3. SWING JOINTS SHALL BE DOUBLE STREET o FIRE HYDRANT IN CUT FIRE HYDRANT IN FILL OR MEG -A -LUGS \ ELBOWS OR 2 90' BENDS & NIPPLES. FIRE HYDRANT LOCATION' CUT C FILL " L 11WATER DISTMCT NO. 90 !- rw �r e4sE MAP Q IRE H%DRANT z NTS.... � � - ._NTS _ APPROVED F y rw k --j u v 0 1 8 NTS CONSTRUCTION SHEET OF 1 I- DRAWINGS: DATE. I- DRAWING D_ 0 I z d- 0 -i U O i d- 0 0 CD N 0 0 N U N a 0 N Q z Li J U_ a � r 1 r r ns w. ! i + a' !r s! r; a ! ■ • r ®■ ! i :y� r!;- . !, ■y. i moi, ! i'` "! ''! + ! !` i 1 !a•!, r . • i t ! ar. . r! ! 1 a.! r r t s i ,' ! `+ i •' ! y ` ! a • •1 r d' r � rr! ! r rr, ■ r 'id! a ♦ kyr! a �, ! ■ 7: 1 ! �r � 1 y �: r r r r , a ,� ! � � s r r 'r ! ■ r , � ■ . ! � ! ' ■ ' r r. r r . r . r : ■. ! r i i "i+■ ! !Ir 1 a : : i ! �'►$■r y! t l! i d � ' °" ! � d i ' • + i! !. ,. � ■ r i r 1 : � �' 1 1 ! � r ! ■ r 1. ,,., • + ! .. ! '. 1 ■ ♦ i + ' ■ s ■ a d iI! is a ® !! r "' , r ` • , ! y' i r • ! y r a t �® y■ r y ! i! •! ! r■ ■ r r r- r r" r r■ r. r i !�+ i •'"! ! ! a M`!y ryry ",■ Ms 'r ! / fid`! � 1 !, !.. • i t i r' j a i r y® y 1 !. i y Iu Ile. q... / q In r ■ womsi MINIMUM SEPARATION BETWEENWATER MAINS AND SANITARY SEWERS: VERTICAL: 18 -INCHES; IF LESS THAN 18 INCHES THEN A CASING PIPE iS REQUIRED OR OTHER APPROVED MEASURES HORIZONTAL: 10 FEET MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND ALL OTHER UTILITIES AND OTHER WATER MAINS SHALL BE 6 -INCHES WITH SAND CUSHION. MINIMUM HORIZONTAL SEPARATION IN THE CITY OF RENTON BETWEEN WATER MAINS AND ALL OTHER UTILITIES SHALL BE 5 FEET. HORIZONTAL SEPARATION IN OTHER JURISDICTION SHALL FOLLOW DOH REQUIREMENTS. 8. WATER METER LOCATIONS WATER SERVICES SHALL BE LOCATED AT LEAST 5 -FEET FROM POWER VAULTS, HAND HOLES, AND/OR LIGHT STANDARDS AND NORMALLY WITHIN THE PUBLIC RIGHT-OF-WAY. IF LOCATED ON PRIVATE PROPERTY AN EASEMENT IC Pr—c)t [IPI=r) CONNECTION ► EXISTING WATER. CONTRACTOR SHALL LEAVE EXISTING WATER LINES IN SERVICE THE CONTRACTOR LEAST SHALL NOTIFY THE WATER DISTRICT OPERATIONS MANAGER AND OTHER UTILITIES AT -�8-HOURS (TWO WORKING DAYS) IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENT�* WITH THE WATER DISTRICT OPERATIONS MANAGER FOR THE CONNECTION TO THE EXISTING WATER MAIN. THE CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE WATER DISTRICT. THE WATER ! OPERATIONS MANAGER MAY ELECT TO FURNISH MATERIAL, EQUIPMENT, AND LABOR B!r NECESSARY FOR MAKING THE CONNECTION AND THE CONTRACTOR SHALL PAY THE WATER DISTRICT ALL COSTS FOR THE CONNECTION. IN THE EVENT THE WATER DISTRICT OPERATIONS MANAGER DOES NOT ELECT TO MAKE THE CONNECTION, MAY AUTHORIZE CONTRACTOR i FURNISHMATERIALS, AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE WATER DISTRICT. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE i` ARE ASSEMBLED i ONCE WORK HAS rr ! ON 1 CONNECTION, SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS i .. EXISTING MAINS SHALL BE THOROUGHLY CLEANED PRIOR TO CONNECTIONS, STEEL MAINS SHALL HAVE EXTERIOR COATINGS REMOVED PRIOR TO GASKET INSTALLATION. UPON COMPLETION, ALL EXPOSED METAL SURFACES SHALL BE RECOATED WITH VERSIL-PAK,GRADE PROTECTIVE rA■■ OR APPROVED Ei a !" CORROSION PROTECTION. 10. BLOCKING ALL FITTINGS ARE TO 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 ENGINEER IN THE FIELD. WHEN DIGGING NEAR FITTINGS OF EXISTING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. INSTALL PLASTIC SHEETING BETWEEN THE FITTING AND BLOCK. SEE STANDARD DETAIL 1-1 AND 1-2 FOR THRUST BLOCKING REQUIREMENTS. THE USE OF MANUFACTURED CONCRETE ANCHORS IS ACCEPTABLE. 11. WATER WORKS TESTING TESTING OF LINES SHALL BE IN ACCORDANCE WITH SECTION 7 OF THE STANDARD SPECIFICATIONS. MINIMUM TEST PRESSURE SHALL BE 250 PSI AT 15 -MINUTES WITH NO BLEED OFF ALLOWED. DISINFECTION SHALL BE PER SECTION 7-09.3(24) OF THE STANDARD SPECIFICATIONS OR PER AWWA 0651. DECHLORINATION SHALL BE WITH ASCORBIC ACID. SODIUM THIOSULFATE SHALL NOT BE ALLOWED, 12. 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. 13. JACKED CROSSING AT LOCATIONS SHOWN ON THE DRAWINGS, WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. STAKING REQUEST TO THE ENGINEER SHALL BE MADE A MINIMUM OF FIVE (5) WORDING DAYS PRIOR TO THE BEGINNING OF EXCAVATION OF THE BORE PIT. JACK CASING SHALL BE LAiD AT THE SPECIFIED GRADE AND ALIGNMENT WHILE MAINTAINING CLEARANCE IF CASING DOES NOT PROVIDE THIS IT SHALL BE ABANDONED, FILLED, AND A NEW CASING INSTALLED TO MEET THIS LINE AND GRADE REQUIREMENT. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 -FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING. IT SHALL NOT HAVE LESS THAN 1/4 -INCH WALL THICKNESS. WATER PIPE SHALL BE INSTALLED ADJUSTED TO GRADE WITH CASING SPACERS. 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, AND THEN THE ENDS OF THE CASING SHALL BE SEALED WITH END SEAL BOOTS. 1 . " TE _ SUPPLY WATER SUPPLY FOR FILLING, TESTING, AND FLUSHING OF THE NEW MAINS WILL BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER, THE CONTRACTOR WILL BE BILLED BY THE WATER DISTRICT FOR THE WATER USED AT THE CURRENT BULK WATER RATE PER 100 CUBIC FEET, FIRE HYDRANT METER AND DOUBLE CHECK VALVE FOR FILLING AND FLUSHING THE MAIN SHALL BE RENTED FROM THE DISTRICT OFFICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING THE PIPELINE AND SHALL FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO ACCOMPLISH THE WORK. FLUSHING SHALL BE DONE UNDER THE SUPERVISION OF WATER DISTRICT NO. 90, WHOM THE CONTRACTOR SHALL NOTIFY NOT LESS THAN 24 -HOURS IN ADVANCE. 15. EXISTING UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE WHATSOEVER RESULTING FROM HIS OPERATIONS ON THE PROJECT. 16 ZONE VALVE IF A ZONE VALVE IS CREATING A DEAD END ON BOTH SIDES THEN A BLOW -OFF MUST BE ADDED ON BOTH SIDES OF THE ZONE VALVE, 17. DISINFECTION ALL DISINFECTION OF PIPE SHALL BE PER AWWA 0651, CURRENT EDITION. THE CONTRACTOR SHALL SWAB DOWN ALL PiPE AND FITTINGS WITH A BLEACH SOLUTION PRIOR TO INSTALLATION PER AWWA C651,1/4 CAP OF GRANULAR HTH CHLORINE PER STiCK OF PIPE OR ONE CALCIUM HYPOCHLORITE TABLET (STICK TAB) PER STICK OF PIPE IS REQUIRED FOR DISINFECTION. 13, PIPE ABANDONMENT FOR ABANDONMENT OF STEEL OR Cl PIPES, PLUG BOTH ENDS OF ABANDONED PIPE. FOR ABANDONMENT OF AC PIPES, THE CONTRACTOR SHALL OBTAIN AN AC PIPE WAIVER FROM THE GOVERNING ROAD AGENCY; OTHERWISE, IT SHALL BE REMOVED AND PROPERLY DISPOSED. FOR ABANDONMENT OF SERVICES, REMOVE CORPORATION STOP AND PLUG SADDLE. THE CONTRACTOR SHALL NOTIFY THE WATER DISTRICT OPERATIONS MANAGER AT LEAST 48 - HOURS (TWO WORKING DAYS) IN ADVANCE OF SERVICE ABANDONMENT FOR SCHEDULING AND CUSTOMER NOTIFICATION. DOUBLE CHECK VALVE ASSY. U- FEBCO MODEL 8500 OR IRRIGATION APPROVED EQUAL {UNION REQ'D.) METER & SERVICE w' TYP. 1°' SINGLE SERVICE 1'° MIN, COPPER OR POLY PIPE 90' ELL (TYP) 6" 6" 2—METER BOXES w/ MiN. u5 MIN. 1 LID AS REQ'D. FOR LOCATION u.. GRAVEL OUTLET NOTE FOR FIRE SPRINKLER DCVA'S: NOTE: DCVA SIZE TO BE SPECIFIED BY THE FIRE SPRINKLER DETERMINATION OF DCVA OR RPBA FOR CROSS SYSTEM DESIGNER (1' MIN.). PROPOSED VALVE & SIZE CONNECTION CONTROL WILL BE MADE BY WD NO. 90 IS TO BE SUBMITTED TO KCWD NO. 90 IN WRITING ON A CASE BY CASE BASIS. PRIOR TO INSTALLATION. CROSS CONNECTION O,CONTROL—DCVA 1" TYPE K COPPER RW K SERVICE LINES Q M X METER d o � U ^ - I N — — — —y •— s ,..,., .,,� METER I � PLAN VIE ��. r METERS PROP. LINE HORIZONTAL i LOCATION I METER 1' MAX....... \ ,r W'W'ITHOUT SIDEWALK ---- ®eOR METER �, J a METER z<� z PROP, UNE f dCr A PROP. LIP IMETER 101 I METER �U `U ,4 ® 1' 1'I MAX. ,–L®® WITH SIDEWALK IN RA/V — W'VITH SIDEWAl IN FSMT NOTES: 1. WATER SERVICES SHALL BE LOCATED AT LEAST 5' FROM POWER VAULTS, HAND HOLES AND/OR LIGHT STANDARDS. mi —1'-5' OR AS APPROVED Ic •-1'-5' OR AS APPROVED LOT 41 1' MAX. F La METER A PROP. LINE i I 0'4 I -�— 5° PERM. ESMT (TYP) I / 8. I r e / WITH SIDEWALK AND PLANTER 2. CUSTOMER SIDE OF METER BOX APPROXIMATELY 2" INSIDE EACH BOX. WATER DISTMCT NO. % (w METER BOX LOCATOP4ROVED ONSTRUCTION �'� N TS DRAWINGS: DAT28 J E: d I CQ Ld 1 BASE MAF SHEET OF 10 DRAWING c�a co co0 04 � C`J co 1 > o z z o z o n Q V) o Q o W q] uE --zj- CD O CD Q — Y CO N 4J cod 6 N co oa :0 z C �or) � oca m 4Jm w cI- CD a� V) �c w C; 1—a 0. z C] tL Ld 1 BASE MAF SHEET OF 10 DRAWING Ln N 0 N 00 N c� z i— O a AIL 1. DUCTILE '" ! '" PIPE SHALL BE NEW 1/1 6 -INCH CEMENT MORTAR -LINED, SEAL -COATED, THICKNESS CLASS 52 CONFORMING TO THE CURRENT EDITION STANDARD SPECIFICATIONS SECTION 9-30.1(1) UNLESS NOTED ELSEWHERE ON THE PLANS, JOINTS y PUSH -ON ■ RUBBER GASKET, • AN ANNULAR ■ • !VE. JOINTS AT 1 •® FITTINGS MAYBE d a OR FLANGED DEPENDING • SPECIFICATION AND DRAWING ■ • PIPE SHALL BE U.S. PIPE, ACIPCO, GRIFFIN, OR PACIFIC STATES, . POLYETHYLENE ENCASEMENT T ALL MAINS SHALL BE FULLY WRAPPED WITH 8 -MIL POLYETHYLENE PER ANSI/AWWA 0105. 3, 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. RESTRAINED MECHANICAL JOINTS TO BE MEG -A -LUG, MANUFACTURED BY EBBA IRON, INC. FIELD-LOK GASKETS MAY BE USED IF SPECIFIED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. ONLY DI OR BRASS FITTINGS ALLOWED DI FITTINGS SHALLBE TYLER, TYTON,OR HARCO. TRANSITION COUPLINGSAND SADDLES SHALL ROMAC OR +: ;GLAIR. BRASS FITTINGS SHALL BE MUELLER OR FORD. ALL BRASS SHALL BE LEAD-FREE. . FIFE HYDRANTS REVISIONFIRE HYDRANTS SHALL BE CLOW MEDALLION, MUELLER CENTURION 250, OR M&H 929 AND CONFORM TO THE LATEST OF d d C502, EXCEPTAS HEREIN MODIFIED. HYDRANT SHALL HAVE d MINIMUM O4MAIN VALVE OPENING AND A 6 -INCH MECHANICAL JOINT/OUTLET. HYDRANT RUNS SHALL BE RESTRAINED FLANGED PIPE A) SHORT RUNS ONLY, B:) TWO 314 -INCH DIAMETER RODS, # ■ f GATE VALVE • d d d r ■ • ► a� ad• AND e RISER :O SUIT TRENCH DEPTH AT EACH INSTALLATION. HYDRANT SHALL . FURNISHED BREAK -OFF EAK-OFF FLANGE ON BARREL AND BREAK -OFF COUPLING FOR THE STEM. ! y , � • l i i • • y • y ` !yr! r yi y � • , ■ r w i • � r y! ea a ■•• ! e ■ d NOZZLE SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLES LOCKED IN PLACE. ALL HYDRANTS SHALL BE PAINTED WITH TWO TOP COATS OF FARWEST CASE YELLOW PN NO. X3472 PAINT. HYDRANTS SHALL BE EQUIPPED WITH A SEATTLE THREAD (#475) BY5-INCH LOCKING• ADAPTER OR EXCEEDING• • SPECIFICATIONS: A. STORZ ADAPTER TO BE FORGED AMID/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. B. THREADED PORTION TO HAVE NO LUGS AND TWO SET SCREWS 180' APART. C. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. D. STORZ CAP SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY WITH ANODIZED HARDCOAT AND SYNTHETIC MOLDED RUBBER GASKET. E. STORZ CAP TO BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 -INCH COATED STAINLESS STEEL AIRCRAFT CABLE. F. CAP TO BE CONNECTED AND DISCONNECTED WITH STORZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. G. REMOVE ALL CHAINS. BLUE REFLECTIVE MARKERS SHALL BE TYPE 1 AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS, SHALL MEET THE REQUIREMENTS OF UNIFORM FIRE CODE (UFC) SECTION 1001.8. THE HYDRANT SHALL BE STENCILED IN 2° HIGH LETTERS WITH THE DISTANCE TO THE FOOT VALVE IF FEET AND INCHES. SEE STANDARD DETAILS #4, #5, AND #6. 5. FIP.E HYDRANT GUARD POSTS GUARD POSTS, WHERE INDICATED, SHALL CONFORM TO THE STANDARD DETAILS AND BE 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 TWO TOP COATS OF FARWEST CASE YELLOW PN NO. X3472 PAINT. GUARD POSTS SHALL ONLY BE INSTALLED WHERE DIRECTED BY ENGINEER OR DISTRICT. 6. CUT -Ifs CONNECTIONS S ALL CUT -IN CONNECTIONS SHALL USE TWO SLEEVES. THE USE OF "WEDDING RINGS" WILL NOT BE ALLOWED. 7. WET TAB'S TAPPING SHALL•• dSTAINLESSd r r COVERAGE r y w ®`■ r GASKET OR APPROVED EQUAL. VALVE 1 BE a. RESILIENT SEATEDd MADE FOR TAPPING, PIPE METROSEAL 250. SUBMITTALS ® r, • r !, FOR ALL a ■ MATERIALS. • y' y � d! i !• s■ R y■■ BRICK BLOCKING SHALL BE USED UNDER ALL VALVES FOR SUPPORT AND A FOAM RING SHALL BE USED AS CUSHION BETWEEN THE VALVE AND VALVE BOX. BLOCKING SHALL BE PROVIDED BEHIND THE TAPPING SLEEVE PER STANDARD DETAIL . VALVES GATE VALVES SHALL BE BRONZE -MOUNTED RESILIENT SEAT WEDGING DEVICES AND SHALL MEET THE REQUIREMENTS OF AWWA C515-01 (DUCTILE IRON BODY AND BONNET) AND C550-05. VALVES SHALL HAVE AN O-RING STUFFING BOX. VALVE END CONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OR PUSH -ON AS REQUIRED. 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 WITHIN18-INCHES TO 24 -INCHES BELOW FINISH GRADE. GATE VALVES SHALL BE KENNEDY, M&H, OR MUELLER. A FOAM RING SHALL BE USED AS CUSHION BETWEEN THE VALVE AND VALVE BOX. 9. AI RNAC CONTRACTOR SHALL EXERCISE ALL NECESSARY PRECAUTIONS THROUGHOUT THE LIFE OF THE CONTRACT TO DRAWINGS: DATE: PREVENT POLLUTION, EROSION, SILTATION, AND DAMAGE TO ANY WATERCOURSES. AIR/VAC VALVE SHALL BE VALMATIC OR CRISPIN. SEE STANDARD DETAILS 16 AND 18. AIR/VAC CAN BE FIELD LOCATED AT HIGH POINT. ? CONTRACTOR SHALL COMPLY WITH THEIR TESC PLAN(S) AS APPROVED BY THE GOVERNING ROAD OR LAND USE z HARCO D1 FIPPLES AND FITTINGS MAY BE USED INET AD OF BRASS. GALVANIZED PIPING IS NOT ONLY DI AGENCY OF JURISDICTION. q a to ALLOWED. OR BRASS NIPPLES AND FITTINGS WILL BE ALLOWEq WHEN THE TEMPORARY CONTROL FACILITIES ARE NO LONGER NEEDED, THEY SHALL BE REMOVED AND THE AREAS III a U z o RESTORED TO A CONDITION BETTER THAN OR EQUAL TO THEIR ORIGINAL CONDITION. 10. VALVE MARKER POSTS c' > IN THE EVENT THAT A SUSPENSION' OF WORD IS ORDERED FOR AN EXTENDED PERIOD OF TIME CONTRACTOR SHALL 00 w VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED AS DIRECTED. MARKER POSTS SHALL BE TRIVIEW FLEX TAKE ALL ACTION NECESSARY TO CONTROL EROSION, POLLUTION, AND RUN-OFF DURING THE SHUTDOWN PERIOD, AND `" 66 BLUE, NO. P69254, WITH WARNING LABEL GIVING THE FOLLOWING INFORMATION: THE SIZE OF THE VALVE (E.G. COORDINATE WITH THE PERMITTING AGENCY OF JURISDICTION. 6 -INCH GATE VALVE), AND THE DISTANCE IN FEET AND INCHES TO THE VALVE. THE LETTER SIZE SHALL BE 2 -INCH HIGH.RESJORATION MARKERS SHALL BE PLACED AS DIRECTED BY THE DISTRICT. MARKERS SHALL BE SET TO LEAVE 18- INCHES -- EXPOSED ABOVE GRADE. SEE STANDARD DETAIL #7. WITHIN KING COUNTY: °' _------- o: z. 11. VALVE BOX RESTORATION SHALL BE PER KCC 16.82, KING COUNTY PERMITS, AND AS DIRECTED BY THE KING COUNTY INSPECTOR. CAST IRON VALVE BOX WITH LID MARKED "WATER", 4 -INCH DEEP TAPERED VALVE BOX COVER, VALVE BOX TOP AND WITHIN CITY OF RENTON: VALVE BOX BOTTOM FROM EAST JORDAN GROUP INC., SHALL BE USED. RESTORATION SHALL BE PER CITY OF RENTON UTILITY PERMIT OR CONSTRUCTION STANDARDS, AND AS DIRECTED BY EACH BOX SHALL BE ADJUSTED TO MATCH THE FINISH GRADE TO THE VALVE LOCATION. VALVE BOX COVERS SHALL THE KING COUNTY INSPECTOR. BE PAINTED BLUE AS DESIGNATED BY THE WATER DISTRICT. LAWN (CULTIVATED): ORIENT THE VALVE BOX SO THE "EARS" ARE SET THE SAME AS THE PIPE DIRECTION. VALVE BOXES SHALL BE RAISED TO GRADE FOR FINAL OVERLAY. NO RISERS ALLOWED. IN AREAS WHERE EXISTING LAWNS ARE DISTURBED THE LAWN HALL BE REPLACED WITH A MINIMUM OF 4 -INCHES F SS O PROVIDE 4 -:INCH THICK BY 4 -FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND VALVE BOX COVERS IN NEW TOPSOIL AN EITHER EXISTING . RESEEDING WILL NOT BE A. D E S GOR NEW SOD TO MATCH THE REMOVED SOD ALLOWED, UNIMPROVED AREAS, LANDSCAPE AREAS, AND EASEMENTS. EXCEPT WITH OWNER PERMISSION DURING SPECIFIC MONTHS. L NLTIVATED PASTURE OR VACANT LAND: �'p�Ca � FOAM RING SHALL BE USED AS CUSHION BETWEEN THE VALVE AND VALVE BOX. co O1 _ V E LL BE EAST JORDAN VALVE BOXES SHA N IRON WORKS (EJIW) 8555 VALVE BOX TOP WITH EJIW 6800 VALVE BOX COVER. UNCULTIVATED PASTURE RA I LAWNS PASTURE AND VACANT LAND SHALL BE RESTORED WITH A GRASS N ADDITION' TO .. w � „.� � e.. 0 _ THE PROTECTION, RESTORATION, OR REPLACEMENT OF ANY IMPROVEMENTS OR TREES OTHERWISE CALLED FOR.. � fl 2 . CRUSHED SURFACING DISTURBED AREAS SHALL NOT BE LEFT UNPROTECTED FOR LONG PERIODS. TEMPORARY SEEDING, COVERING, OR OTHER PROTECTION SHALL BE USED AS REQUIRED. o �} CONT - CRUSHED SURFACING SHALL ORM TO THE REQUIREMENTS OF SECTION 9 03.9 3 OF THE STANDARD PREVIOUSLY ESTABLISHED GRADES CONFORMING TO THE REQUIREMENTS OF THE DRAWINGS SHALL BE MAINTAINED IF QU S SPECIFICATION' . S WSDOT CRUSHED SURFACING TOP COURSE CSTC SHALL BE 5/8- INCH MINUS AND CRUSHED ( ) ( ) A TRUE AND EVEN CONDITION. IF NECESSARY REPAIRS SHALL BE MADE BEFORE SEEDING. SURFACING BASE COURSE (CSBC) SHALL BE 1 1/4 -INCH MINUS. C 13.BACKFILL RAVEL THE SURFACE TO BE SEEDED SHALL BE CLEARED OF STONES OR OTHER DEBRIS LARGER THAN 1 -INCH. THE TOP ``�' � 4 -INCHES SHALL BE CULTIVATED BY RAKING OR ROTOTILLING AFTER ALL COMPACTION AND PRIOR TO SEEDING. THE ` 0 c� ENGINEER SHALL APPROVE THE SURFACE BEFORE BEGINNING SEEDING OPERATIONS. CEJ BACKFILL GRAVEL SHALL BE SUITABLE NATIVE MATERIAL, FINELY DIVIDED EARTH FREE FROM STONES LARGER THAN 0 2 -INCHES IN DIAMETER OR CRUSHED SURFACING OR BANK RUN GRAVEL, AS DIRECTED, IF NATIVE IS NOT SUITABLE SEED MIX. IP FERTILIZER AND MULCH SHALL BE HYDROSEEDED WITH APPROPRIATE EQUIPMENT UPON APPROVAL OF THE t PER ROAD AGENCY. SEEDBED, °w . ASPHALT CONCRETE PATCH APPROPRIATE QUANTITIES OF SEED FERTILIZER AND MULCH HAL BE COMBINED WITH THE PROPER AMOUNTS OF © z 4 cn z Q w z WATER TO ENSURE THE UNIFORM COAT SPRAYED ON THE SOIL ACCOMMODATES THE FOLLOWING RATES: o e o o ° ASPHALT CONCRETE PATCH AND RESTORATION SHALL BE PER THE GOVERNING ROAD AGENCY'S STANDARDS AND PERMIT REQUIREMENTS. SEED MIX: 40% PERENNIAL RYEGRASS a E 1 .SERVICET 10% WHITE CLOVER 30% FESCUE ca U 00 °' 20% RED CREEPING FESCUE m SERVICE TAPS 1 1/2 -INCHES OR LARGER SHALL BE IRON PIPE WITH ROMAC OR SMITH & BLAIR DOUBLE STRAP APPLY AT THE RATE OF 100 POUNDS PER ACRE. SERVICE SADDLE. SEE STANDARD DETAIL 21. 4Jv MULCH: SILVA-FIBER MULCH APPLIED AT FROM 1,500 POUNDS TO 2,000 POUNDS PER ACRE. V) dd w SURFA%f._l*-pE RESTORATION FERTILIZER. APPLIED AT RAT COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE, AND POTASH A E OF 450 POUNDS °ci' �r rn PER ACRE. GENET AL METHOD OF APPLICATION AND PROPORTIONS OF SEED MIX MAY BE REVISED TO SUIT TYPE OF SOIL AND TIME OF YEAR, -000 i � m PROVIDED PRIOR APPROVAL IS GIVEN BY ENGINEER. o ALL UNPAVED SURFACES SHALL BE RESTORED TO A CONDITION EQUAL TO THAT, WHICH EXISTED PRIOR TO CONSTRUCTION. CONTRACTOR�+ SHALL PROTECT AND MAINTAIN NEWLY SEEDED AREAS. WHERE SEEDED AREAS FAIL TO DEVELOP AFTER �0 Ll c� z a NORMAL ALLOWANCE FOR GERMINATION, CONTRACTOR SHALL RE -SEED. i ALL TREES, SHRUBS, e ! ANY ■wO SHALL B SAVED, r• A! OR REPLACED Bi •+ •r UNLESS SPECIFICALLY NOTEDOTHERWISE ON THE DRAWINGS OR IN EASEMENT STIPULATIONS. PRE -CONSTRUCTION PHOTOGRAPHS SHALLUSED TO APPROVE RESTORATION. CLEANUP BEFORE • r SHALLBE CONSIDERED • ' DEVELOPER/CONTRACTOR SHALL CLEANOUT DITCHES THAT d HAVE BEEN DURING WORK,REPLACE DAMAGED SURFACING,REMOVE SURPLUS MATERIALS . d d ! TRASH AND DISPOSE OFBRUSH, REPAIR y DAMAGES,AND OTHERWISE LEAVE •r SITE/AREA IN a NEAT, ORDERLY, d WORKMANLIKE CONDITION. ,i •, ! CONTROL SHALL BE PROVIDED ! r PROGRESS WORK AND DURING CLEANUP. THE CONTRACTOR SHALL KEEP EXISTING ROADS, STREETS ADJACENT TO OR WITHIN THE LIMITS OF THE PROJECT, OPEN TO AND MAINTAINED IN A GOOD, AND SAFE CONDITION FOR TRAFFIC AT ALL TIMES PER THE DISTRICT, CITY OF RENTON, OR KING COUNTY REQUIREMENTS. THE CONTRACTOR SHALL REMOVE, ON A DAILY BASIS, ANY DEPOSITS, OR DEBRIS d MAY a ACCUMULATED • ROADWAY r y AS ' RESULT O CONSTRUCTION .• OPERATIONS. REMOVAL SHALL BE PERFORMED ON A MORE FREQUENT BASIS SHOULD THE DISTRICT DETERMINE THAT SUCH RE110V.&L. IS VECESS1 '. + ` . ! ■ • i, s a. � d � '.. r ■ • r , !. r■ � ,. w y • r w • y. �. a ! : d !. d w d �• ! • ■ w .. ■ 1. � ■ � • r r •. r y - d ' '• + ! • :: w .. y r •,® d ■' d ®: �, - 1 s ■ �... !.. y r wwi ! r r•i r y ■®!. r • ■ • • . •s !• a y TREE AND SHRUBBERY REMOVAL AND TRANSPLANTING WILL BE DONE ONLY BY A LANDSCAPE GARDENER. ORNAMENTAL TREES AND SHRUBBERY MUST BE PROTECTED, BUT IF THROUGH SOME UNAVOIDABLE SITUATION SUCH TREES OR SHRUBBERY ARE DESTROYED OR DAMAGED, WHETHER IN PUBLIC OR PRIVATE PROPERTY, THEY SHALL BE REPLACED BY CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED •® SUCH REPLACEMENT. CONTRACTOR •,and •R SHALL TAKE• PRECAUTION T• PROTECT EXISTING ORNAMENTAL T. y ARE • ,, • PROTECTION MAY INCLUDE TYING BACK EXISTING LIMBS WHERE NECESSARY FOR WORK ROOM. SUCH TYING BACK SHALL BE DONE CAREFULLY TO AVOID BREAKAGE OR OTHER LIMB DAMAGE. lug w • s oil 10 ly.111 91 :to] •' 'il, a W&LAIna ` L. d : .. k !. d ■ a. ®! • a ,APPROVED CONSTRUCTION bLl 7:7-4 DRAWINGS: DATE: EASE MAP G-410 SHEET 10 OF DRAWING III y c' 00 i `" EASE MAP G-410 SHEET 10 OF DRAWING