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Home My WebLink AboutzR-3805 setC e C C C C C. L L L L. L c C c c c c C COMMISSIONERS: LARRY WEST GARY O. CLINE STEVE PFAFF DAROLD STROUD ALICE R. MARSHALL MANAGER: RON SPEER ATTORNEY: HANIS IRVINE PROTHERO, PLLC SL 30- �o 1100 41.4 S S NTS M1 ST 19-M CT 6 & 14 SHEETS `` CT � �9 '�� SHEETS c�, � �Q1Fl VICINITY MAP CASCADE V I L LAG E AC PIPE REPLACEMENT CONTRACT NO. 04 -2013W tantec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869 -9448 www.stantec.com LEGEND Sheet Title EXISTING TOPOGRAPHY COVER SHEET 7 &15 CONSTRUCTION BASELINE PLAN 4- Sir 4 CONSTRUCTION NOTES 5 TESC AND PAVING PLAN CONIFER TREE TESC AND PAVING PLAN PAVEMENT STRIPING TESC AND PAVING PLAN ST TESC AND PAVING PLAN SPEED BUMP TESC AND PAVING PLAN SHRUB TESC AND PAVING PLAN BIKE LANE MAPPING 12 TESC AND PAVING DETAILS EDGE OF CONCRETE SE 160TH ST —o �, N 160TH ST SE 159TH ST -- - - - - - - - PIPE Lfk R/w WATER MAIN PLAN PARCEL LINE X - WATER MAIN PLAN _ 0 SE 161ST ST - 'sly SE 161 C' � SE 159TH PL - SE 1g CATCH BASIN, TYPE I SECTION LINE O ST N sE 160TH ---- SD- - `� KE ETS y b =` M a SE 62ND ST 161 ST pt N SE 161 TH ST � O SEWER MANHOLE 161ST PL s� — — —w— — — —w WATER MAIN Ln f __ a �� Q_ 0 WATER METER ♦ FIRE HYDRANT FIRE HYDRANT FLxMJ ADAPTER Q, WATER VALVE ]Y{ TEE _ s � Q SHEET .. °—_' `=' `=' SE 164TH ST a 164 o SE 00 < TH ST �°�' C> - UTILITY POLE 165TH ST SHEt Lm4 TH ST GATE VALVE N GUY ANCHOR rA BEND T 10 &,18- r5016- BLOW OFF ASSY. TM Q SE o COUPLING SE 166TH ST `�' TELECOM PEDESTAL 4 , ST P P BURIED POWER LINE ao a DETAIL REF. NUMBER H CONCRETE VAULT ST 0 N 5 SHEET REF. NUMBER SHEETS 167TH ST _ N < 161 Pt 11 & 19 J SE 167TH ST Cl- SE 168TH ST M VICINITY MAP CASCADE V I L LAG E AC PIPE REPLACEMENT CONTRACT NO. 04 -2013W tantec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869 -9448 www.stantec.com Recomme nded for Approval 4� � - Date 2' I R- 380501 Soos Creek Water & Sewer District has contracted with Builders Exchange of Washington for posting of this Project. While District Project materials (bid invitations, plans and specifications) may become available through other sources, the District warrants the accuracy and co leteness (including addenda) only of its materials forlhis Project procured through Builders Exchange. SHEET INDEX LEGEND Sheet Title EXISTING TOPOGRAPHY COVER SHEET DECIDUOUS TREE CONSTRUCTION BASELINE PLAN EDGE OF PAVEMEN T CONSTRUCTION BASELINE PLAN 4 CONSTRUCTION NOTES 5 TESC AND PAVING PLAN CONIFER TREE TESC AND PAVING PLAN PAVEMENT STRIPING TESC AND PAVING PLAN 8 TESC AND PAVING PLAN SPEED BUMP TESC AND PAVING PLAN SHRUB TESC AND PAVING PLAN BIKE LANE MAPPING 12 TESC AND PAVING DETAILS EDGE OF CONCRETE WATER MAIN PLAN PLAT BOUNDARY 777777777777777 777777 CURB AND SIDEWALK WATER MAIN PLAN EASEMENT -- - - - - - - - - - - - - EDGE OF GRAVEL WATER MAIN PLAN PARCEL LINE X X FENCE WATER MAIN PLAN TAX LOT NUMBER 0 MAIL BOX - R.O.W. CENTERLINE STANDARD WATER DETAILS ROAD SIGN — — R.O.W. MARGIN o CATCH BASIN, TYPE I SECTION LINE O CATCH BASIN, TYPE II SURVEY MONUMENT ---- SD- - - - -SD STORM DRAIN OWNERSHIP TIE ---- SS- - - - -SS SEWER MAIN PROPOSED WATER DESIGN O SEWER MANHOLE — — —w— — — —w WATER MAIN WATER MAIN 0 WATER METER ♦ FIRE HYDRANT FIRE HYDRANT FLxMJ ADAPTER m WATER VALVE ]Y{ TEE G G GAS MAIN C CROSS CD GAS VALVE X REDUCER UTILITY POLE M GATE VALVE GUY ANCHOR 4 BEND T —T —BURIED TELECOM LINE r5016- BLOW OFF ASSY. TM TELECOM MANHOLE o COUPLING 0 TELECOM PEDESTAL WATER SERVICE P P BURIED POWER LINE 4 DETAIL REF. NUMBER H CONCRETE VAULT 0 UTILITY BOX 5 SHEET REF. NUMBER Recomme nded for Approval 4� � - Date 2' I R- 380501 Soos Creek Water & Sewer District has contracted with Builders Exchange of Washington for posting of this Project. While District Project materials (bid invitations, plans and specifications) may become available through other sources, the District warrants the accuracy and co leteness (including addenda) only of its materials forlhis Project procured through Builders Exchange. SHEET INDEX Sheet Number Sheet Title 1 COVER SHEET 2 CONSTRUCTION BASELINE PLAN 3 CONSTRUCTION BASELINE PLAN 4 CONSTRUCTION NOTES 5 TESC AND PAVING PLAN 6 TESC AND PAVING PLAN 7 TESC AND PAVING PLAN 8 TESC AND PAVING PLAN 9 TESC AND PAVING PLAN 10 TESC AND PAVING PLAN 11 TESC AND PAVING PLAN 12 TESC AND PAVING DETAILS 13 WATER MAIN PLAN 14 WATER MAIN PLAN 15 WATER MAIN PLAN 16 WATER MAIN PLAN 17 WATER MAIN PLAN 18 WATER MAIN PLAN 19 WATER MAIN PLAN 20 CONNECTION DETAILS 21 CONNECTION DETAILS 22 STANDARD WATER DETAILS 23 STANDARD WA ?%R DETAILS 24 STANDARD WATER DETAILS 4awx P" �s CITY OF RENTON ROW QOb �a`�3 •`�� PERMIT #U14002608 00 aGh � PERMIT SUBMITTAL Re �� f ShMnL ENS i CON TR^Cr Ar 04-2013W 1 SHEET 1 oF 24 �Z _Z 5T z C ca -z m �o -z z� _Z 0 M D Z G1 Z C 3 M 1 rT1 �= 1 > O 1 z 0�0 v 0 M z MIJ y a• 0 y j y i• i y J J J ff ti Z, J j n >% c U 0 n �n V z J J .ti 7 SW & SE 21 -23 -5 00 4 00 0 -- - i 0 8 + - �' o � CE OAR RI PIP CS Rfl= 375 -12 2-- E 8 "CONIC SE= 372 72 3 10 _ _ 5 6 _ lU - _ _ 100 0 100 200 CB RIM= 380.70 T (recommended for Approval By ----- D$te - ► 2 - Z e / S 6 77+00 1_ fE 4 °CONCH N= 379.32 7 - SOS+ _ - _ ' �D IE 8 "GONG S= 378.95 3 _ R>t/= 374.47 v �,L♦ E 12-CONIC SE= 367 99 S - 12+ - _ ,) - _ - SCALE IN FEET E 12'cow 5= 36s.82 0 OQ �`� _ •_ 9 � _ - E 18"CONC W= 365 47 0 _ - 7,3+00 CB _ RIM= 387. -- J 14 - IE 4 "CON 86.35 1 +00 `• IE 8 "CON 385.45 1 _► _ _ V� 5 51 I C8 � _ - 1 _� N ' _ z `R ' 1 RIM= 375.71 - _ +00 �� 2 - _ - E 8'CONC NW= 370. O E 112 CONIC E= 370. � `� _ - 76+0 _ R E ,2 -CONC NW= 370 25 CB _ _ 3 RIM= 380.45 C3 IE 8 "CONC N= 377.0 - _ 17+00 �O _ 2 IE 12" ONC E= 3741 1 0 �- 0 0 - ✓ _ _ C8 s • ` IE 12 °ONC W= 376.61 RIM= 412 -02 3 _ / Q� 0 5 s <. a J 00 - �_ _ E 8"CONC � 410.28 4 \ R \ ' G 1�(J - V l 4 6 RIM= 385.42 �,� 19 +00 Ac co 5 IE 12 "CONC E= 282.57 % 387. %O 0 �O �_ SE RIM= 420 16 \ \ / \ I 7 IE t2 "COtUC W= 382.51 0 _ _ %A�� 6 \ \ O C N= 384..2 _ ,J� E 8 "GONG S= 418.64 r _ � 8 I O C E= 384.24 vJ � __ S \ l v IE SE= 384.42 _ 1 l 16 IE 1 = 384.16 `�� - 00� _ 7 \ \ / 74 \ 1` 15 o c6 _ 2 \ \ 1 14 13 -f- RIM= 387.44 _ 2 00 0� _ \ \ 3 IE 8' CONC NW= 385.34 (� _ \ � ' � C6 12 RIM= 378.55 Rim= 372 -12 �+ IE 12 "CONC E= 372.67 L, -'- J - 6 RIM= 411.63 \ A E 12'CONC "w 36972 - IE 12 "CO W= 372.67 �/ E 8 °CONC N= 408.45 _ 4 CB 9 \ \ \ _ {� RIM= 430.02 SE � 60T 1 g � / OS 12 "CONC E= 408.18 _ 00 Ace E 4 "PVC NE= 428.92 E 12'CONC E= 368 62 � t 2 -GONG W= 408. t 8 E e-CONIC SE = 369 87 \ 11+0 1 r-- _ S p1j� CB E 428 42 2 +00 10 RIM= 378.86 IE 12 "CONC SE 373.01 .5 �9 00 S 3+00 �(�� iE 12 -co c w= 373.01 1 �• 4 2 54 6 sum ,� _ 0�2� 10 , -N/ 1 � ,� 4 4 ,��Fj�L s� � / ° O 10+ 0'0 J RIM= 372.26 9 1 , \\ E 8 -CONC NW= 37044 6 ,sX 7 O �/ C7 00 �o 3 Q o° I \ 2 .. RIY- 420.08 ` \ - 25 00 C 11 1 0 \ 3 E e CONC N= 416.90 \ E 12 -GONG E= 416.40 � / E 12'CONC 416 -50 \ \ 11 \ 7 � ' � 26 5 ,0 \ 3 3 A 6 7 Ca �� \ 12 \ \ / O 8 R E- 42970 ` �� \ 0 \ SA �O 1 U 1 IE 8 "CONC NE= 42570 t1 �Y IE 12 "GONG SE= 423 -75 \ �oo O O \ IE 12 "CONC NW= 423 7$ ` i \ `O � 13 ` CB \ R 384.43 o J 9 �O � 1� RIM= 435.42 IEr8 "CONC 5I= 381.43 0 \ IE 4 "PVC NE= 434.12 \ + _ 17.5~ 566 00 OE B "GONG SW= 433.82 \ 17 SE 160TH ST 5 6X 1 2 I- E e -COwc S= 3,594 16 71 14 \ - - - - - - °% ^ oO C 9 �' = 395 09 10 , s %n^ 7 (��/ \ ` RIM= 394.56 ` E B "GONG SW-- 393.23 15 V O, CB \\ "GONG SE= 392. Bt -\\\� 1t. \ / \ 12 9 �$V RIM .6L (�v IE 8 "CONC NE= 481.74 24 !F 12--C N SE= 381.54 IE 12 -CONC NW= 381.54 I c RI 375.68 IE 12 "CONC NE= 373.85 _ S IM= 394,.78 IE 8 "C NE= 391.38 5 IE 12 "CONC E= 390.58 IE 12'CONC W= 390,53 ^4j 23 11 • , RIM= 411.23 SE160TH ST. IE B -GONG S= 409 :B 4 o° 20 00 I 22 00 I- 24 00 - 25-00 26t0 / IE C8 C8 1�O RIY= 397 -3t IE 8"CONC N= 393.85 RMA= 41119 6 IE 12'CONC E= 7193.24 E 8'CONC N= 407.67 E , 2'CONC W= x393.24 1 2 E 12'CONC E= 407.44 3 E 12T w= 40734 15 o \ � C13 436.86 77 CB RIM= 451.0 75'532 1 RIM = 449 c X� 5 76 •�`Z` ,`� 10533 IE 81 NtM= 446 O / �X / 80 79 CB J \ \ ONC SE= 434.13 X 00 `%37 78 �= 430.76 434.81 \ IE 12'CONC NW= 433.9 1, t NE= 431.18 \ 10S \ SE= 430.86 \ \ 34 1 X 00 s 0 - _ IE 8 "GONG NW= 39Q58 5 6 7 8 9 10 CITY OF SEATTLE PIPELINE R/W _ - 13 _ CITY OF SEATTLE PIPELINE _ _ ' RNV \ � }- -- - - -- -- -- - -- -- CITY \\ EX ,�� OF SEATTLE P 99 \ L� 1- RIM= 3 100 RIM= 437.18 \ IE 8 "CONC NW= 435 68 SE 158TH ST PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 500 171264.54 1308066.27 PCC BEGIN 10 +00 501 171140.13 1308704.25 PRC PI 16 +50 502 171134.86 1308731.24 379.54 PI 16 +77.50 503 171118.12 1308817.12 376.27 PI 17 +65 504 171071.13 1309058.08 389.70 PI 20 +10.50 506 171016.46 1309338.39 389.82 PC 22 +96.09 509 170832.62 1309785.64 371.68 PCC 27 +82.80 512 170790.00 1309845.68 372.27 PCC 28 +56.45 515 170655.61 1309943.79 374.39 PCC 30 +25.24 517 170547.70 1309959.77 374.56 END 31+34.99 10018 170655.61 1309943.79 437.27 MONF- C361 -07 Length 10019 170832.59 1309785.58 434.56 MONF- C361 -07 262.45' 10020 170987.89 1309516.01 428.46 CS- C361 -07 82.71' 10021 171071.17 1309128.45 414.50 CS- C361 -07 O 10022 171115.07 1308725.19 388.02 CS- C361 -07 10513 171118.12 1308817.10 395.38 MONF 10531 171264.57 1308066.57 374.56 MONF Curve Table Curve! A Radius Tangent Length 10027 C11 22'37'21" 1232.69' 246.57' 486.71' 10033 C12 3'26'00" 1228.96' 36.83' 73.65' 10523 C13 33'34'40" 288.02' 86.90' 168.79' 10526 C14 21-50'00- 288.02' 55.55' 109.75' 10528 123RD AVE SE PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 574 171401.95 1308093.06 PCC BEGIN 10 +00 575 171264.54 1308066.27 PRC PI 11+40 577 171203.00 1308054.27 379.54 PC 12 +02.70 579 170944.54 1308074.58 376.27 PT 14 +65.15 581 170696.51 1308164.79 389.70 PC 17 +29.08 583 170623.13 1308202.50 389.82 END 18 +11.80 10001 170765.90 1308139.82 371.68 MONF -TH- 10005- C355 -04 16 +05.56 10032 170948.44 1308056.25 372.27 PKS 62 -22 -01 17 +97.79 10035 171268.29 1308051.58 374.39 MGS 62 -47 -01 Length 10531 171264.57 1308066.57 374.56 MONF 192.06' Curve Table Curve# A Radius Tangent Length 565 C3 31'03'18" 484.22' 134.54' 262.45' 566 C4 14'21'39" 330.00' -F 41.57' 82.71' 10019 ELINE s 124TH AVE SE PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 526 171140.13 1308704.25 PCC BEGIN 10 +00 528 171031.83 1308683.13 PRC PC 11+10.34 530 170860.34 1308601.28 379.54 PT 13 +02.40 531 170836.42 1308581.22 376.27 END 13 +33.62 10034 170943.59 1308638.14 389.70 MGS 62 -39 -01 15 +24.49 10512 171031.77 1308683.18 389.82 MONF 15 +88.33 10527 170860.25 1308601.37 384.70 MONF 16 +05.56 10528 170836.34 1383.75 450.41 MONF 17 +97.79 Curve Table Curve# A Radius Tangent Length 561 C15 28'57'30" 380.00' 98.13' 192.06' 563 123RD PL SE PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 587 170913.88 1308463.68 PCC BEGIN 10 +00 588 170754.04 1308390.01 PRC END 11+76 10027 170913.78 1308463.81 379.54 MONF- C361 -13 11+64.27 10524 170753.93 1308390.17 376.27 MONF 12 +92 10525 170743.49 1308412.90 376.69 MONF 15 +24.49 SE 160TH ST - WEST PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 544 170944.54 1308074.58 PCC BEGIN 10 +00 546 170963.67 1308127.07 PRC PC 10 +55.87 548 170972.06 1308233.82 394.66 PT 11+64.27 550 170947.61 1308359.19 401.83 PC 12 +92 552 170848.53 1308566.78 PT 15 +24.49 554 170807.50 1308615.69 437.27 PC 15 +88.33 557 170796.79 1308629.18 457.60 PCC 16 +05.56 559 170732.96 1308807.45 450.41 PT 17 +97.79 560 170728.40 1308912.35 453.54 PI 19 +02.79 561 170720.14 1309102.17 455.95 PI 20 +92.79 563 170697.47 1309623.20 Radius PC 26 +14.31 565 170753.07 1309732.68 136.15' PT 27 +42.66 566 170832.62 1309785.64 100.00' END 28+38.23 10019 170832.59 1309785.58 434.56 MONF- C361 -07 O 10023 170682.18 1309648.04 424.28 CS -C361 -013 10024 170721.60 1309252.93 405.12 CS -C361 -013 10025 170728.29 1308912.54 394.66 MONF- C361 -13 10026 170789.43 1308612.55 386.11 CS- C361 -13 10027 170913.78 1308463.81 379.54 MONF-C361-13 10033 170962.54 1308347.85 377.25 PKS 62 -23 -01 10523 170947.49 1308359.34 377.23 MONF 10526 170848.43 1308566.90 383.50 MONF 10528 170836.34 1308581.31 383.75 MONF 10529 170807.48 1308615.74 385.10 MONF 10530 170732.89 1308807.65 393.09 MONF Curve Table Curve# A Radius Tangent Length C6 31'03'18" 200.00' 55.57' 108.40' C7 28'57'30" 460.00' 118.79' 232.49' C8 3'05'06" 320.00' 8.62' 17.23' C9 34'25'03" 320.00' 99.11' 192.22' C10 58'50'03" 125.00' 70.48' 128.36' BASELINE LEGEND: 97 101 BMF - BENCHMARK CS - CONTROL STATION MGS - MAG NAIL MONF - MONUMENT PC - POINT OF CURVE PCC - POINT OF COMPOUND CURVATURE PI - POINT OF INTERSECTION PT - POINT OF TANGENT PRC - POINT OF REVERSE CURVE PK - PK NAIL NLS - SURVEY NAIL STA /OFF - STATION & OFFSET 124TH PL SE PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 589 170728.40 1308912.35 BEGIN 10 +00 590 170848.28 1308917.57 END 11+20 10025 170728.29 1308912.54 394.66 MONF- C361 -13 12 +63.21 10037 170848.18 1308917.77 401.83 MONF 63 -39 -01 14 +79.99 SE 160TH ST - EAST PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 533 170655.61 1309943.79 BEGIN 10 +00 535 170723.79 1310138.03 PC 12 +05.86 537 170753.46 1310186.62 w PT 12 +63.21 539 170902.62 1310343.92 U U PC 14 +79.99 541 170975.15 1310375.12 END 15 +61.15 10018 170655.61 1309943.79 437.27 MONF- C361 -07 U m 10036 170789.84 1310203.60 457.60 MGS 63 -16 -01 U! M N Uj 10532 170975.26 1310375.21 450.41 MONF UV- 10533 170902.72 1310344.10 453.54 MONF �s 10534 170733.28 1310165.64 455.95 MONF Curve Table Curve # A Radius Tangent Length C16 24'08'08" 136.15' 29.11' 57.35' Fc17 46'30'00" 100.00' 42.96' 81.16' 0 a V � � Z � O W 0 m 2 J `SOS 4001 cli m , LL ¢ o E- _� V - - Scn c C� O w ° � c 00 b13 w 4 E Q U00 o YJ N � w �a � N N CO gg - QA u Q Y m ` T N N V- o > QJ -> Z� z `-' LL w NO o 2 w0° oQ aQ o o U U U E Z U00 o YJ g �a z - QA u Q Y m ` T 0 N a) 3 LL J 4J c 3 o Q m 00 U 2 a u T ch cn U m 0 - oo cry m I U! M N Uj 0 �p 41 Z t, UV- o ai V) �s o z a .--4 a V_ co 0 w w ch �:: o � N D Z � Q Z W V Q W O W U U Cn O O W N J - � U O W V) 2 > EET SH R-3�OSO2 PERMIT SUBM ITTAL ORAW,� A-4 &A -5 2 za z f '- • Z > YJ g �a z T z ` T � � J O z � > 0 w Z QWO� H �aVO UawZ UH Q to Z O U EET SH R-3�OSO2 PERMIT SUBM ITTAL ORAW,� A-4 &A -5 2 za z f '- • am > YJ z T z T C ` T o0 -z m z � ? z Z < _z z 0 X! D Z Z C 3 M 'r- 0" > 0 Z � � O > w 0 T� M D 0 z W z i N 0 / N 8 8 N 8 W Q Z J U- M, N 0 U O Ln W L 3 c Ln Z) v7 so W Q 0 O J 5 \ 100 0 100 200 SCALE IN FEET CITY OF SEATTLE PIPELINE R/W NW & NE 28 -23 -5 CITY OF SEATTLE PIPELINE R/W EX. 3 - - NE GAS PIPE 59 IPEL EASEMENT J \" ?�� ____ ___ EX.40`PSEGAS 1 \ 2X _ - - - - PIPELINE EASEMENT OS10 3 4 5 116- (!) 6 7 8 9 x 00�CB 12 13 14 a 00 00 1 IE IE 8 CONCCSWy 375.70 RIM= 384.50 1 � 16 + RIM= \ ONC N- 382 65 CB 17 18 = 1 \ � 374.83 IE 6 "C' CB \ IE 8" DNC S= 382 30 RIM= 409.67 RIM= 422.9e 1 IE 8 "GONG S= 407.77 IE 12 "CMP SE= 419.73 1 \\ C 2 2 RIM- 402 0o N CB 0� IE 8 -CONC S= 399.75 O 17 \ JQX \ \ RIM= 373.06 _ J IE 8 "GONG N= 370.06 �� SE 1611ST ST. o , QO IE 12 "CON = 369.55 _ _ V IE 12 "CO 6,9.75 ko 12 +00 13 +00 648 is +oo - - - ^ - - _ _ _ SE 161ST ST_ ��, o �, \ 6 1 \ - 10+ - 16+ 00 17 00 18 +00 19 +00 �� _ �� _ 625 595 �SXo OS - - - - 6� - - _ 20 00 22 00 , 10 0 O �9 _ 10 +00 23 CB l S _ RIM= 371.97 0502 `'O� CB L IE 4 "PVC N= 369.44 q RIM= 376.30 _ _ ce IE 12 "CON J SE= 368.79 1 4 1 IE 8 "CONC = 373.10 J IE RIM= 396,07 384.23 IE 8"CONC N= 397.97 4 �O IE 12 "CON W= 372.90 SDMH I O 1 2 E 12 "GONG W= 7.65 SDMH C23 C2! RIM= $84.75 O 1 RIM= 41009 1 l� 48" SDMH OO� � C � � IE 8 -GONG N= '381.52 � 1 I 4 5 E 8 "GONG N- 405.89 � 2 IE 12 "CONC RIM= NE= 368.49 ♦O CB \ X IE 12 "CONC E= 380.92 !� + �O 6 71EE81CONC SE= 403.0 9 O IE 18 "CONC SE= 366.11 = 372.27 O IE 8 "CONC SE= 381.49 6 IE 12 "CONC NW= 36$:84 IE '111"P W= 370 5g7 CB IE 12 "CONC S= 1380.92 A� IE 12 -GONG 5= 403 -64 dp 370 •� 1 � 1 IE VC SE= . IE 12 "CONC W= 380.84 !� 1 1 IF IE 8 "PVC E= 368'4 RIM= 372.0Q� NC NE= 36859 �IE 8 "GONG SM- 37015 �- 126TH AVE SE PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 591 170623.13 1308202.50 PCC BEGIN 10 +00 593 170543.54 1308279.46 PRC PT 11+11.24 595 170330.39 1308569.57 383.62 PC 14+71.24 597 170227.93 1308660.85 397.22 PT 16 +09.47 599 169984.71 1308799.55 374.54 PC 18 +89.46 601 169835.62 1308836.24 397.22 PT 20 +44.98 602 169634.50 1308829.07 378.91 PI 22 +46.22 605 169244.70 1308815.16 384.20 PC 26 +36.27 607 169147.19 1308785.73 377.45 END 27 +39.27 10002 170509.03 1308293.84 375.16 CS- C361 -01 70.69' 10003 170274.07 1308606.29 372.07 CS- C361 -01 Length 10004 169970.15 1308827.34 375.05 CS- C361 -01 47.12' 10006 169400.57 1308820.61 374.60 MONF- C361 -01 259.70' 10031 170421.74 1308472.55 373.95 NLS 62 -14 -01 O 10502 170284.17 1308620.39 371.86 MONF 10503 170544.40 1308279.18 374.57 MONF 10504 169690.98 1308848.96 371.22 BMF- C308 -04 -02 Curve Table Curve# A Radius Tangent Length 10508 C18 19'18'50" 330.00' 56.15' 111.24' 10535 C19 24'00'00" 330.00' 70.14' 138.23' Curve Table C20 31'44'17" 280.74' 79.81' 155.51' C21 29'30'22" 200.00' 52.67' 103.00' BASELINE LEGEND: BMF - BENCHMARK CS - CONTROL STATION MGS - MAG NAIL MONF - MONUMENT PC - POINT OF CURVE PCC - POINT OF COMPOUND CURVATURE PI - POINT OF INTERSECTION PT - POINT OF TANGENT PRC - POINT OF REVERSE CURVE PK - PK NAIL NLS - SURVEY NAIL STA /OFF - STATION & OFFSET C26W- 386.12 - RIM= 414.83 RIM= 3 O v 2 IE 8 "CMP NW= 412.W IE 12 "CONC = 38 ` \ 1 IE 8 "CONC4= Jx ` 17 ' I SDMH \ � T= 383. � V` 811141= 414.94 RIM= 371.89 DO \ 2 0 �� 16 15 E4 13 1 SDMH ( IE 36"CMP E= 407.94 �C IE 12' CONC SE- 382.91 1 1 IE 1 8 "CMP NE= 410.15 IE 8' PVC SW= 370.19 \ 0 RIM- 396 42 l�`'CMP E= 409.45 2 s02 69 IE 8 "CMP SE= 409.85 IE 8 "PVC NE= 370:24 \ CB = 388 E 8 -GONG 4W= 394 -74 E 12 -CONC� 402 69 10 O IE' 36 "CMP S= 407.79 \ \ C27 CONC SW 387 34 It 12-CONC S= 402.82 + 3 IE 12 "CMP W= 407.79 IE B "GONG NW= 403A2 CB \ \_ 405 N I (ENDS OF 36 "N &S UNK) 5 IE 8 -COW SE= 40415 r- 1 2 3 3xo - - - - _ _ _ SE 162ND ST. cp \ 141-00 -- -- \ 0 16 \ - - 15100 16 +00 17 +00 18+00 -0 �0 �4j�o - -___ _ 4 3 6 \ 4 - 11. O ss% 599 R1 388 55 IE 12 "CONC N,� 38413 8 E 6-CONC NE= -W446 9 10 ; 4 O IE 12-CONC E- 38413 11 1 J 5 CB 12 13 14 15 1 \ \ 000 RIM- IE B -GONC ONG NE= 392.41 I 1 E 12 -CONC W= 392.46 \ I O Ljj 5 C20 + I U) d- o 1 1 LLj 2 I , i +1 6 1 g 20 1 C>3 �_ � 8 1� ' Q RNA= 2.21 IE 12 -CONC N- 396 -18 1 E 8 -CONC SW= 'W 31 3 4 ,Z -c0° C s= 3396 36 ca_ 601 CB RIM= 399.50 6 E 8 -CONC S 71 92 IE 8 "GONG W= 397.54 IF t2 "GONG SRE (UNDER CB 370.32 0 w 7 1 o _ _ _ SE 163RD ST. + 1 0 3 1 0 08 0 15 +00 1 -- 66 In 18 +00 LLj i 0° I �� - 6 +00 17 i 00 -I 19 +00 7 Q + - � 1 N C28 10 1 ' I 8 1 7 10518 - 6 "COMGINW= 372.27 0 4 6 N 1 1 1 I 4 RIM= 381.661 0 1 CB I E 8 "C NE= 379LOI - RIM 70.53 r� I E 12 "C�1C W= 378.61 + I IE 12 "CONC SE 68.23 O UJ O 2 3 I 1 CD U) + 5 I + _ _ SDMH 3711.07 6 N 1 loso�( IE 8 "CONC E= 367 26 , 1 1 ce 2 I 5 IE 18 "CONC N= 365.42 \ EX. 36 "SD O IE 36 "CONC S- 36606 IE 36 "CONC E= 365.49 EX.36 "SD IE 36 "CONC W= 365.86 RIM= 370'68 I IE 12 "CMP S= 367.37 \ - _ E 8 -ADS E= 367 98 IE 8 "CONC SW= 366.27 CB 1- E 8 -CONC W= 36798 1 O IE 36 "GONG W= 365.49 \ - - RIM= 370.45 \\ IE 12 "GONG W= 368.75 12 6 + � O 0 10 15 cV 1 0 1 .- I CB O + 1 3 1 6 RIM= 370.69 + I N 13 IE 12 "CMP N= 368.49 n 11 1 1 ,N RNA= 389.34 I 11 14 I h 7 CB I IE 8 "CONC W= 387 44 x 1 6v RNA= 389.10 l 0 1 1 I w 4 w E 12 CONC N= 386.80 1 E B "CONC E= 387.20 + 7 O 1E 12 -CONC S- 386.90 1 00 o ° J 0 . + 0 I 4 1 1 I N 12 E B "PVC t= 370.69 ( ( CB 15 RIM= 371.4 10 9 8 1 1 3 RIM= 372. E 8 "CONC SE= 373.45 CB E S -PVC W= 370.49 I RIM= 375.65 1 C8 5 = CB _ _ _ N IE 8 -COMC S= 373.15 10 I RIM= 383.56 8 RIM= 374.99 �_ C) IE 8 "CONC SW- 381.26 SDMH ; ; CB IE 112 -GONG E= 372.99 - - RIM 378.87 RIM 37W.24 �Q _ - - - 0�0 0) 00 12 +00 �o IE 36 -GONG NW�369.87 rn, J IE 12 "GONG SE= 374.64 10006 11 + 00 _ IE 24 -GONG E= 370.07 U' O IE 8 -CCMNC 5= 374.54 - _ 00 IE 24 "CONC SW= 370.27 - _ S SC 2 - 14+00 - 1 5+ 00 O -�� - A� O0 1 7 + 0 0 18+00 RIM= SDMH 386.85 ' " CNN _ _ h \� 20 0 IE 24 "CONC W= 376.60 N ✓ Ex 36'50 O I l oo I EX. p 10 _ - - , Ex 24 -So C IE 12 "COR S- 380.02 29 21 sD � C. - - - o 2 4 "SD 00 `O NEW �000` SE 164TH T. 009 - - _ _ _ _ 66� s�o (NO ELEV. INFO / / RIM 3 11 V CB AVAIL. YET) _ C N= 374.83 �O RIM= 374.15 EE8-C3ONC9N- 372.42 RNA= 384.29 1 IE 8 "CONC 5371 83 _ / C30 10 * � I 3 4 E 12 -CONC S= 33762 42 E B -CONC NE= 379.79 1os� O 9 RI 100 ^� + 5 1 2 3 E IE 36'CONC W= 8*W NW= 369 242 5 E 24 CONC 375 9 1 6 O IE 12 "GONG NW- 3.82 C29 �\ N 60� 7 8 1 I IE 24 -CONC S= 372.02 O 6� 9 IE 24 -CONC W= 371.82 8 10 1 SE 164TH PL PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 671 169301.70 1308817.20 BEGIN 10 +00 673 169302.81 1308786.15 PC 10 +31.07 675 169312.59 1308740.30 383.62 PT 10 +78.19 677 169347.89 1308653.11 397.22 PC 11+72.25 679 169227.05 1308467.51 374.54 PT 14 +31.95 680 169149.85 1308465.06 397.22 END 15 +09.20 10028 169308.54 1308705.83 378.91 CS- C361 -15 23 +59.33 10029 169340.90 1308514.66 384.20 CS- C361 -15 23+70.87 10515 169347.75 1308652.42 377.45 MONF Length 10516 169257.52 1308467.82 392.39 MONF 70.69' Curve Table Curve# A Radius Tangent Length 10014 C29 19'59'59" 135.00' 23.80' 47.12' 10017 C30 110'13'16" 135.00' 193.59' 259.70' 10500 �o c21 R ecommended for Approval � By SE 162ND ST PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 648 170343.64 1309012.29 BEGIN 10 +00 650 170208.02 1309006.44 PC 11+35.75 652 170154.17 1309019.48 383.62 PT 11+91.89 654 170119.02 1309039.53 397.22 PC 12 +32.35 656 170068.65 1309122.08 374.54 PT 13 +33.29 657 170044.03 1309692.69 397.22 END 19 +04.43 10012 170044.24 1309678.17 406.34 CS- C361 -01 23 +59.33 10016 170077.40 1309046.33 388.84 CS- C361 -07 23+70.87 10505 170343.83 1309012.01 384.81 MONF Length 10506 170208.25 1309006.11 387.07 MONF 70.69' Curve Table Curve# 0 Radius Tangent Length 10014 C26 32'09'54" 100.00 28.83' 56.14' 10017 C27 57'50'06" 100.00' 55.24' 100.94' 10500 SE 163RD ST PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 662 169388.71 1309095.47 BEGIN 10 +00 664 169753.82 1309111.22 PC 13 +65.45 666 169796.84 1309158.11 383.62 PT 14+36.14 667 169774.28 1309681.06 397.22 END 19 +59.57 10008 169800.24 1309121.65 374.54 CS- C361 -01 21+08.42 10011 169774.07 1309681.06 397.22 MONF- C361 -01 22 +55.57 10517 169388.69 1309095.36 372.85 MONF -2D 23 +59.33 10518 169753.72 1309111.30 373.40 MONF 23+70.87 Curve Table Curve# A Radius Tangent Length 631 C28 90'00'00" 45.00' 45.00' 70.69' 10013 128TH AVE SE PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 660 170313.79 1309704.33 BEGIN 10 +00 661 169364.22 1309663.37 END 19 +50.46 10010 169390.02 1309643.03 383.62 CS- C361 -01 11+53.16 10011 169774.07 1309681.06 397.22 MONF- C361 -01 11+85.81 10012 170044.24 1309678.17 406.34 CS- C361 -01 21+08.42 10013 170313.68 1309703.79 409.44 MONF- C361 -01 22 +55.57 CITY OF SEATTLE PIPELINE \ ` 11� 14 13 12 \ CB \ IM= 422.42 CB 9 4 "HDPE E= 421.02 RIM= 432.34 12 "CMP S= 418.92 It 8 "CMP S= 429.39 "CMP NWt= 418.92 161 ST ST. - /L 00 26 00 10 \ D 7 0>1 C25 4 s CMP N= -42 0 8.7 \ \ \ IE 12 "CMP W= 428.47 4 \ \ \ \\-CB 5 6 9 RIM= 423.86 IE 12 "CMP N= 418.8156 p \ IE 12 "CMP E= 418.66 7 8 \ IE 12 "CMP SW= 4141 128TH PL SE PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 638 170333.04 1309962.42 BEGIN 10 +00 640 170454.35 1309966.58 PC 11+21.39 643 170485.75 1309962.65 376.21 PRC 11+53.16 645 170518.02 1309958.76 372.96 END 11+85.81 10508 170332.77 1309961.87 421.65 MONF 21+08.42 10509 170454.07 1309966.05 428.59 MONF 22 +55.57 10510 170485.44 1309962.11 433.24 MONF 23 +59.33 10511 170517.70 1309958.28 435.95 MONF 23+70.87 Curve Table Curve# 1310071.65 Radius Tangent Length 631 C31 18'12'09" 100.00' 16.02' 31.77' 10013 C32 18'42'28" 100.00' 16.47' 32.65' 10014 SE 161 ST ST PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 614 170283.96 1308620.59 BEGIN 10 +00 616 170330.01 1308672.29 PC 10 +69.23 618 170355.25 1308743.11 376.21 PT 11+46.31 619 170343.64 1309012.29 372.96 PI 14 +15.74 620 170313.79 1309704.33 376.21 PI 21+08.42 622 170307.45 1309851.34 383.62 PC 22 +55.57 625 170328.25 1309951.92 372.85 PRC 23 +59.33 628 170333.04 1309962.42 Q� PCC 23+70.87 630 170353.01 1310071.65 PT 24 +82.85 631 170345.98 1310234.50 Y END 26 +45.85 10013 170313.68 1309703.79 409.44 MONF- C361 -01 OQ 10014 170337.89 1309338.20 408.35 CS- C361 -07 10017 170331.44 1309988.28 424.04 CS- C361 -07 10500 170355.49 1308742.79 374.00 MONF O 10501 170330.20 1308672.01 372.75 MONF 10502 170284.17 1308620.39 371.86 MONF 10505 170343.83 1309012.01 384.81 MONF 10507 170327.97 1309951.36 420.75 MONF 10508 170332.77 1309961.87 421.65 MONF 10535 170352.73 1310071.10 432.02 MONF Curve Table Curve# A Radius Tangent Length C22 44'09'54" 100.00' 40.57' 77.08' C23 28'18'30" 210.00' 52.96' 103.76' C24 2'38'45" 250.00' 5.77' 11.54' C25 25'39'45" 250.00' 56.94' 111.97' 127TH PL SE PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 683 169375.78 1309395.19 BEGIN 10 +00 684 169511.11 1309401.03 END 11 +35.45 10009 169375.78 1309395.19 376.21 MONF- C361 -01 �• SE 164TH ST PT# NORTHING EASTING ELEVATION DESCRIPTION STA /OFF 669 169400.56 1308820.72 BEGIN 10 +00 670 169354.97 1309877.74 END 20 +58 10006 169400.57 1308820.61 374.60 MONF- C361 -01 �• 10007 169370.28 1309094.29 372.96 CS- C361 -01 N 10009 169375.78 1309395.19 376.21 MONF- C361 -01 10010 169390.02 1309643.03 383.62 CS- C361 -01 0 10517 169388.69 1309095.36 372.85 MONF -2D p 0 a U ( Z o O V) W 0 m z VDU �00-0 p.O� b�9 4w SI 4� A E 0 U cn u Q � 41-+ � N � 3 - 3 a, co 00 ft Wt U 'cr %a '000 can in N W d' ZV cC)n c O �a U_ 0 W ch � o W N cj) � O Z C5 a Z W V Q W O w U U W O O m p LL U oz a co Q ' r p W UT- p 2 CL W N J � F- U O LIJ Ln z Z z� I n °O g C- �a m z Q =Z O <' C�W�O i� ti �• co N N r/ � 0 co N O O w � NN 0 wama 8 v- p QJ Z Q� NO o� Q. Ac O Laia UO Z a V Y z a. Q.Q Ln 0 Q W m OQ C) U V A E 0 U cn u Q � 41-+ � N � 3 - 3 a, co 00 ft Wt U 'cr %a '000 can in N W d' ZV cC)n c O �a U_ 0 W ch � o W N cj) � O Z C5 a Z W V Q W O w U U W O O m p LL U oz a co Q ' r p W UT- p 2 CL W N J � F- U O LIJ Ln z 8-380503 PERMIT SUBMITTAL D �"`B��`e4 11,111ja Z Z z� I n Z g C- �a m z =Z m <' C�W�O i� LLJ r/ 0 co wama Z Q� o� C/)aVO QaD cn V� V Q to Z O U 8-380503 PERMIT SUBMITTAL D �"`B��`e4 11,111ja Z UJ z� I n Z _ T C- T m r T =Z m <' i� i yT j > Z Z z 0 D Z 0 Z C ca m n i > I n r f T m r T <' i� Z r/ I I I I r � T m <' 0 N i 0 i pN 8 N 8 i 0 N 8 i W Q Z W J 0 N 0 Q) 0 V) W r 0C N W Q 0 O J Q. CONSTRUCTION NOTES: 1. ABANDONED AC WATER MAINS SHALL BE FILLED WITH CDF. CONTRACTOR SHALL SUPPLY TEMPORARY BLOW -OFFS AS NECESSARY TO ENSURE EXISTING PIPE IS COMPLETELY FILLED WITH CDF. CONTRACTOR SHALL REMOVE UPPER SECTION OF VALVE BOXES ON ALL EXISTING MAINS THAT ARE BEING ABANDONED. 2. COORDINATE TRANSFER OF SERVICES TO NEW SYSTEM AFTER OWNER ACCEPTANCE OF PRESSURE AND PURITY TESTS. NEW HYDRANTS MAY BE INSTALLED WITH NEW MAIN, BUT MUST REMAIN BAGGED UNTIL NEW WATER MAIN HAS BEEN TESTED, PURIFIED, AND PLACED IN SERVICE. 3. NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. 4. DO NOT REMOVE EXISTING FIRE HYDRANT ASSEMBLIES UNTIL NEW WATER MAIN HAS BEEN IN SERVICE FOR AT LEAST 24 HOURS. SALVAGE EX. FH ASSYS. TO DISTRICT. 5. INSTALL NEW METER BOXES BEHIND SIDEWALK, UNLESS OTHERWISE NOTED. WHERE SIDEWALK IS DAMAGED, OR EX. METER BOX IS REMOVED, CONTRACTOR SHALL SAW CUT AT JOINTS AND REPLACE THE ENTIRE CONCRETE SIDEWALK PANEL. 6. WINDOW / POTHOLE AHEAD OF WATER MAIN INSTALLATIONS TO FIND AND AVOID CONFLICTS WITH EX. GAS, STORM MAIN, AND OTHER UTILITIES WHEN INSTALLING NEW WATER MAIN AND HOGGING NEW SERVICES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH PROPERTY OWNERS TO LOCATE AND TIE INTO EXISTING WATER SERVICE LINES WHERE METER BOXES WILL BE MOVED. 8. COMPLY WITH CITY OF RENTON R.O.W. PERMIT TIME -OF -DAY RESTRICTIONS FOR CONSTRUCTION IN INTERSECTIONS AND CITY OF RENTON RIGHTS-OF -WAY. 9. IN ORDER TO MINIMIZE CONFLICTS WITH OTHER UTILITIES, THE NEW WATER MAIN SHALL BE INSTALLED WITH AT LEAST 36 INCHES OF COVER UNLESS INDICATED OTHERWISE. 10. CONTRACTOR SHALL LIMIT THE AMOUNT OF DISTURBED AREA TO THE MINIMAL AMOUNT NECESSARY TO FACILITATE CONSTRUCTION EFFORTS. ALL DISTURBED AREAS SHALL BE FULLY RESTORED WITHIN 15 WORKING DAYS AFTER FIRST OPENING THE TRENCH, UNLESS APPROVED OTHERWISE. 11. CONTRACTOR RESPONSIBLE TO VERIFY LOCATIONS OF THE EXISTING WATER MAINS, WATER SERVICE LINES, AND METER BOXES PRIOR TO CONSTRUCTION. 12. CDF BACKFILL SHALL BE PROVIDED AT THE EXISTING AC WATER MAIN CROSSINGS WITH THE NEW WATER MAIN. THE EXISTING AC WATER MAIN SHALL BE BRIDGED AND PROTECTED AS DIRECTED BY THE DISTRICT DURING THE WATER MAIN CROSSINGS TO PREVENT THE AC WATER MAIN FROM BEING DAMAGED OR BREAKING. 13. THE CONTRACTOR SHALL VERIFY THE ELEVATION OF THE EXISTING UTILITIES AT ALL CROSSINGS A MINIMUM OF 3 PIPE LENGTHS EACH DIRECTION PRIOR TO CROSSING LOCATION TO ESTABLISH NECESSARY VERTICAL AND HORIZONTAL ALIGNMENT ADJUSTMENTS NECESSARY TO MEET THE REQUIRED CLEARANCE UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL USE A MINIMUM NUMBER OF FITTINGS TO CHANGE ALIGNMENT. NEW WATER MAIN SHALL CROSS UNDER EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE DRAWINGS. NEW WATER MAIN SHALL CROSS ABOVE THE EXISTING SANITARY SEWER MAIN & SIDE SEWER STUBS. 14. WHERE THE WATER MAIN IS LOCATED IN THE ROADWAY, AND ASPHALT RESTORATION IS SHOWN AS AC PATCH ON TESC AND PAVING PLAN, THE CONTRACTOR SHALL KEEP ALL ROADWAY DISTURBANCE OUTSIDE THE TRAVELED LANE (12' FROM CENTERLINE OF EXISTING ASPHALT OR OUTSIDE THE FOG LINE). ANY ROADWAY DAMAGE INSIDE THE TRAVELED LANE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR TO THE CITY OF RENTON'S ROAD STANDARDS. 15. THE LOCATIONS OF BURIED GAS, STORM MAIN, POWER, TELEPHONE AND TV CABLE SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE CONSTRUCTION RECORD DRAWING AND SURVEYED INFORMATION. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH UTILITY PURVEYORS AND VERIFY THE LOCATION OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. 16. THE CONTRACTOR SHALL PROTECT THE EXISTING AC WATER MAIN DURING THE NEW WATER MAIN INSTALLATION. ANY BREAKS OF THE EXISTING AC WATER MAIN DURING THE NEW WATER MAIN INSTALLATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR. 17. CONTRACTOR RESPONSIBLE TO COORDINATE WITH SCWSD & CITY OF RENTON FOR PROTECTION AND RESTORATION OF EXISTING STORM SEWERS, SANITARY SEWER MAINS, MANHOLES AND S.S. STUBS DURING CONSTRUCTION. 18. THE CONTRACTOR SHALL RESTORE OR REPLACE ALL EXISTING FENCES REMOVED /DAMAGED AS PART OF THE WATER MAIN INSTALLATION TO PRE - EXISTING OR BETTER CONDITION, AND IN THE SAME LOCATION. 19. THE CONTRACTOR SHALL RESTORE OR REPLACE ALL EXISTING LANDSCAPING DISTURBED AS PART OF WATER MAIN INSTALLATION TO PRE - EXISTING OR BETTER CONDITION. 20. ALL WORK AND MATERIAL WITHIN RIGHT- OF -WAY IS SUBJECT TO CITY OF RENTON RIGHT -OF -WAY CONSTRUCTION PERMIT. 21. CONTRACTOR SHALL COORDINATE WITH UNITED STATES POSTAL SERVICE TO ENSURE MAIL DELIVERY CONTINUES DURING CONSTRUCTION. 22. CONTRACTOR SHALL MARK LOCATION OF ALL BENDS, TEES, SERVICES AND FIRE HYDRANTS IN THE FIELD A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE. ITEMS NOT LABELED WITH STATION AND OFFSET SHALL BE LOCATED AS REQUIRED IN THE FIELD. 23. FINAL FIRE HYDRANT LOCATION SUBJECT TO CITY OF RENTON FIRE MARSHAL PERMIT. 24. ANY EDGE OF TRENCH THAT PARALLELS CURBING SHALL NOT BE WITHIN 2' OF FRONT EDGE OR BACK OF CURB. 25. DRIVEWAY APPROACHES THAT ARE DISTURBED SHALL BE REPLACED TO CURRENT ADA STANDARDS. 26. SIDEWALK RESTORATION SHALL BE REPLACE IN KIND, EXCEPT FOR PEDESTRIAN CROSSING WHICH SHALL BE RESTORED TO CURRENT ADA STANDARDS. 27. IF EXISTING ASPHALT IS GREATER THAN 4" IN ROADBED MATCH EXISTING UNLESS OTHERWISE DIRECTED BY CITY OF RENTON INSPECTOR. 28. MAINTAIN MINIMUM STANDARD CITY OF RENTON SEPARATION BETWEEN UTILITIES: HORIZONTAL 51, VERTICAL 120. INSTALL ETHAFOAM CUSHION IF THE VERTICAL SEPARATION BETWEEN CITY UTILITY PIPES AND WATER MAIN AT CROSSINGS IS LESS THAN 12 INCHES. 29. NO STAGING OF EQUIPMENT OR STOCKPILING IN PUBLIC RIGHT -OF -WAY WITHOUT WRITTEN PERMISSION FROM THE CITY OF RENTON. 30. ALL VALVES AND MANHOLES SHALL COMPLY WITH CITY OF RENTON STD. PLAN 400.4 UTILITY COVER ADJUSTMENT FOR PAVEMENT OR OVERLAY, AND STD. PLAN 330.1 VALVE BOX, MARKER, & OPERATING NUT EXTENSION. 31. SPU WILL OBSERVE CONSTRUCTION THAT IS NEAR OR OVER ITS LARGE PIPE LINES. CONTRACTOR SHALL CONTACT WAYNE SMITH AT 206 - 684 -3833 AT LEAST 72 HOURS BEFORE WORKING NEAR THE PIPES. CONTRACTOR SHALL TRENCH BY VACUUM EXCAVATION. WATER GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER AND SEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT." 2. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTHS. 3. ALL WORK IN CITY OF RENTON RIGHT -OF -WAY SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF RENTON STANDARDS AND CITY OF RENTON RIGHT -OF -WAY CONSTRUCTION PERMIT; SEE SPECIFICATIONS. 4. FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF RENTON FIRE AND EMERGENCY SERVICES DEPARTMENT. 5. WATER MAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO MAINTAIN THIRTY -SIX INCHES MINIMUM COVER OVER TOP OF WATER MAIN. THERE SHALL BE NOT LESS THAN A SIX -INCH ETHAFOAM CUSHION BETWEEN THE WATER MAIN AND THE STORM SEWER. 6. FOR SINGLE SERVICE CONNECTION, CONNECT PLASTIC SERVICE PIPE DIRECTLY TO ANGLE STOP WITH COMPRESSION PACK JOINT. 7. WATER SERVICES CONNECTION DETAILS: A. HDPE METER BOXES WILL BE FURNISHED AND INSTALLED BY CONTRACTOR. B. INSTALL CARSON LID MARKED "WATER ". 8. WHERE PLASTIC PIPE OR SERVICES ARE USED, INSTALL 16 GAUGE COPPER, PLASTIC - COATED TRACER WIRE ALONG TOP OF PIPE. ATTACH WIRE TO VALVES AND HYDRANTS; FOR SERVICES, ATTACH TRACER WIRE TO ANGLE STOP AND SADDLE. 9. ALL SERVICE LINES SHALL BE ONE -INCH MINIMUM, AND SHALL BE CONTINUOUS AND UNSPLICED FROM CORP STOP TO METER AND SHALL HAVE SAND BEDDING (6" ALL AROUND). 10. CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630 -9900 TO SCHEDULE A PRE - CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE - CONSTRUCTION MEETING THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION REVIEW REPRESENTATIVE FOR THE DISTRICT AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 11. BEFORE ORDERING MATERIALS FOR CONNECTION TO EXISTING WATER MAIN, CONTRACTOR SHALL EXCAVATE WATER MAIN AND VERIFY O.D. FOR DETERMINATION OF TYPES OF FITTINGS TO BE USED. COORDINATE WITH THE CONSTRUCTION REVIEW REPRESENTATIVE FOR THE DISTRICT. 12. THIS WATER MAIN PLAN IS SUBJECT TO THE CONSTRUCTION PERMITS ISSUED BY CITY OF RENTON FOR THIS PROJECT. A FINAL INSPECTION IS REQUIRED FOR APPROVAL OF THESE PERMITS. CALL (425) 430 -7203 FORTY EIGHT HOURS (48) IN ADVANCE TO SCHEDULE AN ON -SITE INSPECTION. 13. THE WATER MAIN SHALL BE "CUBED" (I.E. PIGGED) PRIOR TO ACCEPTANCE ACCORDING TO THE DISTRICT'S REQUIREMENTS. Recommended for Approval ` � _Dgte 'z - Z - Z o � gy __ I s I N C_ a Q • Oro �6�S z 0 a cc v V) z 00 W W 0 m 0 z E 0 U M V Q� �c �v _v 3 � - 3 a m 00 Cu:: U � a� 000 can n uj can zz -- tAC) c e-� O �s H U H co 0 of w R:: w co 0 z Q w Q Y W W U O O g to �4 4 N N 8g N N g Ir- N8 W o U i o U 7 T �► Q CO) � r N � w c� W Q J F- > 0 2 W o 0 o z a W aQ It z J'a �UZ (:j i�. 0 Qa �a w aQr oQ Q. A( o 0 E 0 U M V Q� �c �v _v 3 � - 3 a m 00 Cu:: U � a� 000 can n uj can zz -- tAC) c e-� O �s H U H co 0 of w R:: w co 0 z Q w Q Y W W U O O g to �4 4 N N 8g N N g Ir- N8 W o U i o U 7 T r. 1 z 5z � H =� c� W _z r F- > 0 z3 T ^ w y > �zZ 3 z Y m Q Q) z a r. 1 Y =� c� W W F- o 0 2 W o 0 o z a N gwZ It z J'a �UZ (:j i�. 0 C W N J- F_ Q � � v o W cn s > 8-380504 PERMIT SUBMITTAL ""`4 OF 24 LDRAW I NG i =� c� W W F- o 0 2 Q N gwZ It �UZ (:j j:5 0 Z 9 cUna� F_ O VaZ UQO v 8-380504 PERMIT SUBMITTAL ""`4 OF 24 LDRAW I NG i =� M J• `_ - Z z N v O v� v N 8 g v N g Z W J 0 N 0 U 0 0 W 0 Z) to Ld N Q D O J Q- 1 1 8 #15657 PROJECT I BOUNDARY (TYP) ' Cn 1 I 1 1 I N 1 7 J #15665 SO I 1 6 #15801 1 iI I _ o 1 �I I I 12 +00 1 A 1 5 li #15809 1 Ii a Q T 0 1 T —SS 1 o I 4 T #15819 I �' I � I 3 #15827 o \ o .55 ®�c 2 w #16001 � O NO WATER SERVICE 1 1 � #16009 1 c� I Czni-u 0 i AbAN. b AC; W 1 50 100 iii, iiii iii SCALE IN FEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1- 800 -424 -5555 or 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. L SW & SE 21 -23 -5 CEDAR RIVER PIPELINE CO co -Qj �V 2 r w -z J U ti REPLACE CURB, GUTTER, & SIDEWALK PER ADA REQUIREMENTS T.E.S.C. & PAVING LEGEND: - - PROJECT BOUNDARY CB PROTECTION 2.0' DEPTH GRIND AND OVERLAY, HMA CLASS B. CONCRETE SIDEWALK OR kr' ,! X X x�ri k KXyx "H x. xXx` DRIVEWAY REPAIR AC PATCH NOTE: WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS AND NEW WATER VALVE BOXES TO FINAL GRADE PER CITY OF RENTON STD. PLAN N0. 400.4 Recommended for Approval By __ , �, Lt -mate 1p !A OWNUMMI-4 IL FAALI ROAD AGENCY: CITY OF RENTON (SEE SHEET 4 FOR CONSTRUCTION NOTES) R -3 HO S O S PERMIT SUBMITTAL z Q. 0 U � 2 Wo o� W W 0 m z 1�DT' U_ Cn �v O 0 cr kZs 4w W SI 4� Z W !- o (' Q. W N :5 W C9 � '4. 0 Q - Z O ] ft-ft 0 > Q N Go C14 S S 0 w � �, p C14 p Q W � U Q NO uj Q. 0 V W Z Q O UO C/) ( Y z Q. Q. �Q V) O A( w m OQ U W 0 U E u 0 V 00 M V Q n; Y m C cv o 3 W3 MAP A4 & A -5 SHEET 5 m 00 24 DRAW I NG U Cn M 0m -000 � tn m W 'lzr o Z ' J u- U C W � r-1 0 o z Q. r--i a W 0 2 Q W J N 0 W N t —Z r Z C 7. w` Z Z k T � zz _Z j < > v ^' c z i 4 i i U_ co 0 cr Z W M W Z W !- o (' Q. W N :5 W C9 0 '4. 0 _J - Z O ] > Q Z W Q a. �, W W � U Q Q Q V W Z Q C/) ( Y Z Q�U U � W W O 0 U W U C/) O O Cn BASE MAP A4 & A -5 SHEET 5 of 24 DRAW I NG t —Z r Z C 7. w` Z Z k T � zz _Z j < > v ^' c z i 4 i i h I� z J V 0 � I i j ^ � z r � � O i U) ' N 8 0 2 #1. 8 #12401 Ix � F- Z N 8 Z i W M W o C.7 Z w J w li co o N CIA Its. 50 r� 0 50 0 50 100 ot SCALE IN FEET W ICE O J BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1- 800 -424 -5555 or 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. mmmmmm s, co LU z --- Z Q 3 #15817 2 7 #12410 8 #15816 S TA. 10+94 ND OVER LAY J �y N �-- 10 #12422 18 #12436 17 #12604 1 2 7 #12445 #12451 3 4 5 6 #12439 #12611 #12627 #12633 7 #12621 #12639 SE 21 -23 -5 PROPOSED WATER MAIN (TYP) AS SHOWN ZJt 760TH ST ckbA Ri�ER P/PEt /Ne PAA, CITY OF SEATTLE PIPELINE RM/ fft". 17rN/ r% r- r, %,#" 1 ter- JtH I I LE PIPELINE RAJV F-- W Z J U Q PROJECT BOUNDARY ( TYP) 10 #12660 r v T.E.S.C. & PAVING LEGEND: - - PROJECT BOUNDARY CB PROTECTION 2.0' DEPTH GRIND AND OVERLAY, HMA CLASS B. CONCRETE SIDEWALK OR DRIVEWAY REPAIR AC PATCH NOTE: WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS AND NEW WATER VALVE BOXES TO FINAL GRADE PER CITY OF RENTON STD. PLAN N0. 400.4 ' -?ecn' ry)rnen led for Approval By )ate .2 - 9- ' 0 v / Is- SHTm KEY MAP ROAD AGENCY: CITY OF RENTON (SEE SHEET 4 FOR CONSTRUCTION NOTES) R'3 A A 5 0 6 PERMIT SUBMITTAL cQ rte. j�o� z 0 a Q: U N z 00 V) Lai LAJ 0 m 0 z DT N2 l� co U O �� bps o4w N I o O O w o� v N N 0 J O O O QJ NO > a> z w o Q. O U O V Z Y Z C) 1( �Q Q Q U o E 0 0 w m Q � C 0 � N -i 3 a 3 V) o a,3 U za cu 00 U � � lD - V m L- m , N p ui Z� U� ern -4 0 W O C) T-4 t Q z e-i Q w O z Q W N U O W 3 ZZ i �:� T _ T T z Z i s r I j r. 0 U -- j ^ � z r � � U) ' 0 Z Ix � F- Z Z W M o C.7 w cv w o co o 0 �UZ Z O > :5 > Q Z a, Q W a- ce � �of W w U Q p � Q V W Z cj)a.Q Z Y w O U Cn Uw W U Q � U U) O O cn BASE MAP A -5 SHEE T 6 OF 24 DRAW I NG 3 ZZ i �:� T _ T T z Z i s r I j r. 0 m -- j ^ � z r � � r ' Z I I I u i - 0 m �^ z r � � Z N a 0 15 N 8 N 8 N V� C / N 8 N W Q Z J u- OT N 0 U Z 0 W t Ln N O J 6i] f- io w z J 2 U F- Q 50 0 50 100 / //. V %/// FIZ SCALE IN FEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1- 800 -424 -5555 or 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. (0 All" • �s F PROJECT BOUNDARY (TYPE MATCHLINE SHT. 9 SE 21 -23 -5 E X. 8 "PVC �\ENWD� — SS" - - -SS r d' / c TA 1 ' / OVERLAY / 80 #12915 79 � #12909 ell 97 98 i / / / / T.E.S.C. & PAVING LEGEND: - - PROJECT BOUNDARY CB PROTECTION 2.0" DEPTH GRIND AND OVERLAY, HMA CLASS B. CONCRETE SIDEWALK OR DRIVEWAY REPAIR AC PATCH NOTE: WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS AND NEW WATER VALVE BOXES TO FINAL GRADE PER CITY OF RENTON STD. PLAN N0. 400.4 fir gpgrOVal �.4 By - -ao I& ado ROAD AGENCY: CITY OF RENTON (SEE SHEET 4 FOR CONSTRUCTION NOTES) R.3 80 5 01 PERMIT SUBMITTAL z 0 a_ m U V) z 00 m W Q 0 m z DT 't Q C, 41 a 0� tsO 1� co V C U 10, Q 0C N � � O O 8 0 3: 1-- Z N N o r- Q J Q� Z W 0 p NO W W !- o W� 20 V � U 2! ►—a —a aQ (n I W m oQ C:) o o u oE o Z > > Q Z W 0) v Q� Y m o W 4J3 ?3 io Q U z3 co 00 U za C/) -14t V 0 ��p Z Q�U a� U m 0 U I °° �Ln m , No� W 0 40 Z � U qr— C) U .M4 p T-4 s W o O C) z a � a O 0 w O MAP A -5 SHEE T 7 Z 24 DRAW I NG Q W J N � � Q U 0� or O W cn I > U 0C C/) O � 3: 1-- Z Z W ch W W !- o 4. W N W C� 0 C:) J_ Z > > Q Z W Q W Q Q U W Z 3: C/) a. Z Q�U Y 0 U � W U W W 0 Q U cn O O Cn BASE MAP A -5 SHEE T 7 OF 24 DRAW I NG z 0 QN N g LQO N S Z J N 1Z N C, U 0 Ln W r W In W C1 O J Q- NE 28 -23 -5 EX. 8-DI W p (CASCADE VISTA 2) \�v STA. 10+12 10 0 STA. 10 +66 \ - E OVERLAY �-- -- CITY G --- � EX. 40' PSE GAS OF SEATTLE P R/W PIPELINE EASEMENT AY CELL SITE #SE04630 '1Z #16022 ---- 17 6, \ 2 .� \ -r� #12606 #16028 c, A. 0 a, � T 1 + #16036 \ #16017 o , i #16023 #16029 ��\ ; 10 nrV #16035 PRO.JIECT BOUNDARY (TYPE, 2 #16101 \� #16109 PROPOSED WATER MAIN ---#� (TYPE AS SHOWN 2 #16115 3 #16121 a I-, ��illllllllllllllli 50 0 50 1111, SCALE IN FEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1- 800 -424 -5555 or 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. 4 #16127 �1 1 #12612 4 5 2612 #12618 Ao� #12624 3 #16124 \ 4 \ a� #16130 5 S #16135 �1 PA- M 5 #16136 6 #12630 6 #16123 7 #12636 7 #12637 ROAD AGENCY: CITY OF RENTON (SEE SHEET 4 FOR CONSTRUCTION NOTES) 1 #12637 8 #12642 2+57 AY #12644 9 #12648 8 9 #12643 #12647 10 #12654 P--: 2 U) W Z J U Q 4 #12659 10 #12653 T.E.S.C. & PAVING LEGEND: - - PROJECT BOUNDARY CB PROTECTION 2.0" DEPTH GRIND AND OVERLAY, HMA CLASS B. CONCRETE SIDEWALK OR DRIVEWAY REPAIR AC PATCH NOTE: WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS AND NEW WATER VALVE BOXES TO FINAL GRADE PER CITY OF RENTON STD. PLAN N0. 400.4 2 W Z J U H Q Rec ommendt?d for Approval � ��-� •- mate a , � 2 - 2.U� BY ip IL R-38O508 PERMIT SUBMITTAL C 0 a U V) V) Z 0 0 0 m z w 'cn U O O�SI 4�0 �zSz .t T I -z z >1 n = z T s z i J ✓: j r = r > i x v J• Z i �4^ O a � N C80 N w °o$ 0 _.. • 3: �- } N N V- Q� Z W 00 NO W III uia z a W cy I w Q. aQ N o Ac W m o ° Q C) o Z j co > Q z rn Q� m w�Q c N o 3 - W v a 3 Ln UjzQ. o 0 UW m3 Z _� v c+) Z Qa:U Y w O o . Um w U U W Ln N 0 U ZKr LL U� O 6 - O � s o z a O cn BASE MAP B -5 SHEE T W OF 24 DRAWING 0 z CO) W J- N �- N 0 j �zSz .t T I -z z >1 n = z T s z i J ✓: j r = r > i x v J• Z i �4^ U a � U) 0 it 3: �- Z Z W M W III CL W cy I w o co o u Z j > Q z w�Q W v �— Q UW Z Q Z Qa:U Y w O U � w U U W U O O cn BASE MAP B -5 SHEE T 8 OF 24 DRAWING �zSz .t T I -z z >1 n = z T s z i J ✓: j r = r > i x v J• Z i �4^ a � N h / N 8 8 C4 8 N liJ Q Z J Z N 0 Q) Z O Cr W Lu t gn LAJ N C) r~ O J CITY OF SEATTLE PIPELINE Rnni 13 14 #12672 #12678 w .A. A -ownw & A A ■&. NE 28 -23 -5 MATCHLINF.qWT. 7 t - t i 60 "0 CONC. WATER--7 i� EX. 40' PSE GAS 1 �' 1 SPU PIPELINE �— G PIPELINE EASEMENT - -�� —G —� (APPROX. LOCATION) �— _____� i i X11 ® ', C PR TI i i 4 OVERLAY 'TYPE AS SHOWN 1 ® #1 28 14 13 12 11 o 1 .� 16 11 0 �- I #12834 #12840 15 16 #16031 —� r 1 #12844 #12684 #12690 17 18 a 11 " 1 # 1 2800 #12806 1I I I 17 #16037 W - - -� 1 9 `�1 1 m - % 00 EX.4 "AC i 161 ST ��ST -�-�. -� _ _ _ _ _ _ i 26 00 , 1- L-- -___� .- �- ---. �. L7 00 fA .... • �— v� _ _— _ _. _ - — — _ .+t.Y _. n.. E X . 6 " A 1 / — . Y'— '- ---`r — — — \\ I — _ - -- - _ _ u>, 492: �� 1 00 V 7 ? i- ' — - '� � i E 161ST ----- - - ---- - -- i 0 V, - 4 .� -J_ 22 00 -- ST. - -� N t- - — -- ---= a = = - =a == __ _�__- _ +QQ�g -� - _____- - -__ - -- - -- -- -- — - -- - -- -- _ - -- I Aor ' fi�POt1 -- SD SD < :=ZZ;w - TA. 3 +99 � 41 , Y I - ,, ►I 3 5 6 II I. #12825 #12837 #12843 II 1 1 7 5 #12671 9 II or 11 \ Z�(, ,A #12848 TA. + AY10 �\ � - -,� 412852 „t s 8 #12851 #12665 7 #16105 I1 �� Q #16104 #12811 4 #12847 #12677 ! �I c II -_ -- 2 #12831 8 + #12817 co / do CN II 2 / lit' N� #16110 / , 14 13 t i #12660 #12666 A Jl A ALA "1 A otn All 1111 11 50 0 50 100 SCALE IN FEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1- 800 -424 -5555 or 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. 13 #12671 14 #12677 4 #16122 1 #16128 C 11 MATCHLINE SHT. 11 rr 1 1 I i 1 I 1 I 1 I PROJECT BOUNDARY (TYPE i I I 1 i I 9 #12855 pppr, T.E.S.C. & PAVING LEGEND: - - PROJECT BOUNDARY ' CB PROTECTION 2.0" DEPTH GRIND AND OVERLAY, HMA CLASS B. CONCRETE SIDEWALK OR DRIVEWAY REPAIR AC PATCH NOTE: WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS AND NEW WATER VALVE BOXES TO FINAL GRADE PER CITY OF RENTON STD. PLAN N0. 400.4 Recommended for Approval E3y .2 w e-t'"w s . - a a �Tf I sHT. — I KEY MAP ROAD AGENCY: CITY OF RENTON (SEE SHEET 4 FOR CONSTRUCTION NOTES) R�3 80509 PERMIT SUBMITTAL 0 a U V) � z 0 O Ln 0 C0 i DRAW I NG > Y, - Z = C V_ co N. M 1 f co O�SI s i C> Cn I 3 Q CD - co O N fro Q' N - W Z N 00 �O dpo 0 Z W M O� Q QJ !- o (' NO � a> Z� z W o W(x �- a - a - V) Q U W ap oQ aQ o Q o o E 0 0 Z > > Q Z Q Q1 n Q W m a- � ~ �C W o W U Q (U N � 3 � Q UWZ a 3 V) U o z a a. Q a, m 00 Z a- U M U Cn U a. to W L) m Uw L_ 00 M -- Ln U m Q � w M Lu U Z C/) O .M-1 p .-4 s O W o O V z a V-4 CL W BASE MAP B -5 SHEE T 9 OF 24 O Z CO) W J IN � � Q Ln � � O � DRAW I NG > Y, - Z = C V_ co M M 1 f > i C> Cn I 3 - Ix 3: i I__ Z Z W M W W !- o (' W cv W C� C/) '4. u J Z > > Q Z Q W a- � ~ �� W W U Q � Q UWZ Cl) a. Q Z a- U �c 0 U W Uw w U Q � w U C/) O O Cn BASE MAP B -5 SHEE T 9 OF 24 DRAW I NG > Y, - Z = C co M M 1 z R z > 0 a D Z 0 Z C 9 ca M M ,-1 1 J> f > i C> _ I 3 - i z CL N a 0 i N 8 g N g z J N U O W r 3 W N O O J NE 28 -23 -5 NE SN . A� GN M Ir 1 6 r 1 #16142 � 1 1 ' #16143 -� 7 LI � #16150 18 #16301 19 #12700 STA. 2 4 1 I END 0 LAY I I 49 ' 15 I I 1 #16317 �� I I #16302 li . jo o � I ' I I �.. .11.E -�- .... II I I PROJECT BOUNDARY ( TYP) #16305 1 #16308 14 #16323 0 ; PROPOSED WATER MAIN 1 - - -c 0 I TYP AS SHOWN 31 C � \\ #16345 I N I 12 1 #12604 1 �\ 4 �� 1 i #12512 I I I \\ 3 ,r 6 5 #12518 . #12500 #12506 �\ _ v. u I , _m _ - 1 , \ ss ----------- - - - - -- I_1 „�__- - - - - -- \\ ”" h Ogg _ N 1 - N � ---- 1.�4 - -- 0 T N c� \ a=r 2 _ -- -- _____ _ E 1,641H S. V) - - #16321 - TA. 13 +61 ' END OVERLAY 5 N \ rM" J, 1 20 TA, 14+ 31 12704 ND AY I i , ' 51 N Lj - � I I 1 1 I I I 1 I #12703 r io j 111 II w 2 #16310 I5 I W J 0 r` 3 I N I CN #16316 , I _ I I Jill I I 1 4 #16322 1 I ;" _ S�I 't sj 5 #12708 I �II -j 4(2Q -- Z ---- - - - - -- w J U - 1 Q ' 00 #12603 11 TYP AS SHOWN � 0 I I 3 4 5 1 #12609 #12615 #12701 #12705 ti - i N I ,i TA. + SE 1 4 k 04 // I - 9 - _ N OVEKAV S END OVEKAY #12511 10 ---------- .---- - - --_. - -_ -- /i I 8 - -- # #12519 16402 _- - -- W WM LOCATED ON 1 1 I 125TH AVE. SE #16405 WM LOCATED ON - - 126TH AVE. SE i1111 1. 1 1 50 100 IIA' VXIZA iii aiiiaiiiiaiaiiiiiiid SCALE IN FEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1- 800 -424 -5555 or 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. r r or W T.E.S.C. & PAVING LEGEND: - - PROJECT BOUNDARY CB PROTECTION 2.0' DEPTH GRIND AND OVERLAY, HMA CLASS B. CONCRETE SIDEWALK OR DRIVEWAY REPAIR AC PATCH NOTE: WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS AND NEW WATER VALVE BOXES TO FINAL GRADE PER CITY OF RENTON STD. PLAN N0. 400.4 Recomrnen t=% �of Ap �roval By ate Vim LVA FAA ROAD AGENCY: CITY OF RENTON (SEE SHEET 4 FOR CONSTRUCTION NOTES) R -3 805 I 0 PERMIT SUBMITTAL 0 a_ a m u z 0 0 ul w oc 0 m z o L-a CE, � a co o 4 V- E C) 0 Q � � � :3 3 3 m 00 _� U cn m o N O U °o #16151 rl I -000 cn m II I C N co O 4J Z� I I I L 8 � N � Z itI L-SS- -0 #16156 17 I PROTECTION �_ ,I II " " #16305 11 ( TYPE AS $FAO I STA. 13+ 77 ,1 STA, 1 +9 N Y O J Y 8 Q. Q CO) � � o 16 #16159 2� ,,. I 1* -7 9 #16311 aQ o W IN i #16162 oQ o 48 STA. 2 4 1 I END 0 LAY I I 49 ' 15 I I 1 #16317 �� I I #16302 li . jo o � I ' I I �.. .11.E -�- .... II I I PROJECT BOUNDARY ( TYP) #16305 1 #16308 14 #16323 0 ; PROPOSED WATER MAIN 1 - - -c 0 I TYP AS SHOWN 31 C � \\ #16345 I N I 12 1 #12604 1 �\ 4 �� 1 i #12512 I I I \\ 3 ,r 6 5 #12518 . #12500 #12506 �\ _ v. u I , _m _ - 1 , \ ss ----------- - - - - -- I_1 „�__- - - - - -- \\ ”" h Ogg _ N 1 - N � ---- 1.�4 - -- 0 T N c� \ a=r 2 _ -- -- _____ _ E 1,641H S. V) - - #16321 - TA. 13 +61 ' END OVERLAY 5 N \ rM" J, 1 20 TA, 14+ 31 12704 ND AY I i , ' 51 N Lj - � I I 1 1 I I I 1 I #12703 r io j 111 II w 2 #16310 I5 I W J 0 r` 3 I N I CN #16316 , I _ I I Jill I I 1 4 #16322 1 I ;" _ S�I 't sj 5 #12708 I �II -j 4(2Q -- Z ---- - - - - -- w J U - 1 Q ' 00 #12603 11 TYP AS SHOWN � 0 I I 3 4 5 1 #12609 #12615 #12701 #12705 ti - i N I ,i TA. + SE 1 4 k 04 // I - 9 - _ N OVEKAV S END OVEKAY #12511 10 ---------- .---- - - --_. - -_ -- /i I 8 - -- # #12519 16402 _- - -- W WM LOCATED ON 1 1 I 125TH AVE. SE #16405 WM LOCATED ON - - 126TH AVE. SE i1111 1. 1 1 50 100 IIA' VXIZA iii aiiiaiiiiaiaiiiiiiid SCALE IN FEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1- 800 -424 -5555 or 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. r r or W T.E.S.C. & PAVING LEGEND: - - PROJECT BOUNDARY CB PROTECTION 2.0' DEPTH GRIND AND OVERLAY, HMA CLASS B. CONCRETE SIDEWALK OR DRIVEWAY REPAIR AC PATCH NOTE: WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS AND NEW WATER VALVE BOXES TO FINAL GRADE PER CITY OF RENTON STD. PLAN N0. 400.4 Recomrnen t=% �of Ap �roval By ate Vim LVA FAA ROAD AGENCY: CITY OF RENTON (SEE SHEET 4 FOR CONSTRUCTION NOTES) R -3 805 I 0 PERMIT SUBMITTAL 0 a_ a m u z 0 0 ul w oc 0 m z o L-a CE, � a co o 4 41 V- E C) 0 Q � � � :3 3 3 m 00 _� U cn m o N O U °o Q Um -000 cn m Ln M uj C N co O 4J Z� CD Ur- � N � Z w M p .� .� W o CN _ W-4 n 0 ccv • N O O J Z Q. Q CO) o W� 2� V W J N � � aQ o W oQ o o 41 V- E C) 0 Q � � � :3 3 3 m 00 _� U cn m o N O U �cn Um -000 cn m Ln M uj C N ep 4J Z� LA- Ur- c) it; (A � Z ° M p .� .� W o O V z a W-4 n w O Z CO) Q W J N � � u o W F- U H � Z ° Z Z Z BASE MAP B -5 SHEE T 10 OF 24 DRAW I NG zl Z '^ C =Z m m i w _ � T.T i ' T y � � T _z v D Z 0 Z C m m z n T L v ?_ C �> Z C i� r I = O m i w _ � T.T i ' T y � � T _z v D Z 0 Z C m m z n T L v ?_ C �> Z C i� r I = O m = O m Z J N v� 0 N 8 N 8 T y 0 N 8 i z J 14- N 0 o_ W L c Cr Ln N C1 O J Q. 50 0 50 11 ii1A VZ1I� iii iiiiiiiiiiiiiiiiiiiiiiiii SCALE IN FEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1- 800 -424 -5555 or 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. NE 28 -23 -5 MATCHLINE SHT. 9 1 2 #16135 W #12712 #12720 3 5 #12728 4 #12740 1 O #12734 1 f W r # �. a - C al , co W N Z's V► ____ ______ = -k -- =EX.6 AC== = = =___ } 00 U 19100 - - - -- SE 6 �p - 7F, ! . S I� 11 "r+ f II r- 1 1 3 fl i 1 #12711 2 #12733 4 5 fi —1 ; #12725 #12741 #16305 Fef f 1 II 1 3 #16140 4 #16306 II '+ 5 #16312 - �, I: - 12 #16317 TA, 11 +20 6 � F� I N 0 AY #16315 it j 13 11 — ►� I I 6 #16321 #16312 ' 1 #16318 1 CB PR I �f 11 (TYPE AS SHOWN (f, op 15 #12716 1 I 1 2 ' #16134 I 1 I I 1 I 1 I I I 1 I I 1 I I I I 1 1 I 1 1 I I 1 PROJECT BOUNDARY (TYPE I 1 I I 1 I 7 , #16323 ,' �► I I w — 4- SS c ' W "! 4. I W f I Oil I -I SS O I �— 14 h I #16327 jI co It j i it I 1 W- r - - - - r. 14 a O I U -- Q I I�c , 7 - 1 #16324 1 Q. if = PROPOSED WATER MAIN �— r TYP AS SHOWN 4� I 8 k M 1 _ 1 y � 1 CV #12762 #12770 1 1 11-3 8 1 10 1 #1 2754 } O' I ' Ll 1 ----- - - - - -- - EX.6 "AC } 1------- ,1-� -- 1700 — — _ - -- II 1 — — N — N '� 19 +00 T T - -= — — ® n ==• Y DI = i ❑ SE 164TH ST. Q X I r - W 1 2 � #12715 #12723 3 #12731 5 6 7 4 #12759 #12767 #12801 8 #1 #12751 6407 -------------------------- W 1 Q 00 1 I I CN ' 1 r 1 1 T.E.S.C. & PAVING LEGEND: - - PROJECT BOUNDARY ' CB PROTECTION 2.0" DEPTH GRIND AND OVERLAY, HMA CLASS B. CONCRETE SIDEWALK OR DRIVEWAY REPAIR AC PATCH NOTE: WHERE IMPACTED BY NEW PAVING, ADJUST EXISTING SS MANHOLE COVERS AND NEW WATER VALVE BOXES TO FINAL GRADE PER CITY OF RENTON STD. PLAN N0. 400.4 Recomm ended for Approval ��ate By IL 9 0 a � 2 00 V) W Q� 0 m z U_ U) 0 of �:: W M � o W N Cn D Z C5 Q Z w V Q Z W O C/) W U U O O C/) H Z Zg w LLJ JUZ �aQ W w a. �a Q Ua� Q~ ROAD AGENCY: CITY OF RENTON (SEE SHEET 4 FOR CONSTRUCTION NOTES) R -3 HO S I I PERMIT SUBMITTAL !BRAW T MN G 11 8524 s _ _ Z of 0 ' G ^ z 0°0 r C Q c D1 v Q Cu Y m Go �C4 N c (7 T C-q � M E _ > C 8 O 0 a 3 m 00 � z a Z ,O04 Q Q-j a'l:) NO -000 M V Ln M W O LAJa u z a Y Z�� Z aQ N w m oQ O 0 z a o o U_ U) 0 of �:: W M � o W N Cn D Z C5 Q Z w V Q Z W O C/) W U U O O C/) H Z Zg w LLJ JUZ �aQ W w a. �a Q Ua� Q~ ROAD AGENCY: CITY OF RENTON (SEE SHEET 4 FOR CONSTRUCTION NOTES) R -3 HO S I I PERMIT SUBMITTAL !BRAW T MN G 11 8524 s _ _ Z of 0 ' G ^ z 0°0 C M D1 v Q Cu Y m 1 7- c o T jN 3 � M E _ > C ' o0i a 3 m 00 u z a Z U C. r M a'l:) Vm -000 M m Ln M W �Q Z�� U� eM-1 p T--4s W o O 0 z a T-4 IZ w O Z Q W N J N 0 W U_ U) 0 of �:: W M � o W N Cn D Z C5 Q Z w V Q Z W O C/) W U U O O C/) H Z Zg w LLJ JUZ �aQ W w a. �a Q Ua� Q~ ROAD AGENCY: CITY OF RENTON (SEE SHEET 4 FOR CONSTRUCTION NOTES) R -3 HO S I I PERMIT SUBMITTAL !BRAW T MN G 11 8524 s _ _ Z ' G ^ z ^_ C M =_ 1 7- T z M E _ > C I s T f = - Ir s >' _z s 7 C w� r. - �z z > O D Z Z C ic ca M 11 ^ f 0 M =_ D 7- iCC =_> C ' o0i Z CK r ^ 0 M =_ D 0 W� F N Cl o' 0 i N 8 8 V O N S Z J N 0 v 0 Ln W r Ln Z) W C) O J �z z i 1 f = T �\ r z v v I C 2 ar ? z FILTER FABRIC GRATE - C TEMPORARY EROSION /SEDIMENTATION CONTROL NOTES: z 2 "x 2 "x 14 GA. PEA GRAVEL— FILLED FILTER FABRIC (MIRAFI 100X OR EQUIV. WIRE FABRIC BAGS, END TO END, 60" WIDE ROLLS). USE STAPLES OR WIRE OR EQUAL (TYP) NO GAPS RING TO ATTACH FABRIC TO WIRE (TYP) / /�/ / /\ //� �i /�`i, o ,\`i,� �� \% LOCATION OF ASPHALT THICKENED EDGE VARIES. REPAIR AND REPLACE 1 APPROVAL OF THIS TEMPORARY EROSION /SEDIMENTATION CONTROL (TESC) PLAN DOES NOT ° a TO MATCH EXISTING FLOW LINE AND CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND � CATCH BASIN ' ENSURE ADEQUATE LONGITUDINAL o LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.;; z GRADE FOR FLOW. LANE MARKING OR EDGE OF TRAVELED LANE a 2 R IR T ITk$i. CONTRACTOR REQUIRED 0 SUBMIT TESC AND DEWATERING PLAN TO OWNER AND ENGINEER INK 0 '`' NOTE: MAY ONLY BE USED WHERE PONDING OF WATER ABOVE CB WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. 2 PATCH HMA CL B TACK & 12 FROM CENTERLINE + ( FOR REVIEW PRIOR TO CONSTRUCTION. ,L \. "' SLOPE _ - - SEAL MEET LINES (MATCH OF EX. ASPHALT). Ln z 3. CONTRACTOR AND AN ON MAINTENANCE REPRESENTATIVE OF OWNER WILL REVIEW THE INSTALLATION, MAINTENANCE AND PERFORMANCE OF THE TESC MEASURES SHOWN ON THE APPROVED PLANS. - --------- - - - - -- - -- - - -- - - - _ GRATE EXISTING THICKNESS, 2" MIN.). 4 MIN. SAWCUT °- V) / / / FINISH THE TESC OBSERVER OR PERMITTING AGENCY MAY RECOMMEND ADDITIONAL MEASURES OR °0 12 "MIN. 7// \ \/� EDGE OF PAVEMENT PAVED GRADE uj CHANGES TO THE TESC PLAN THAT ARE WARRANTED DURING CONSTRUCTION. THE PEA GRAVEL — FILLED / \ \\ ° OVERFLOW % \�% CONTRACTOR AND OBSERVER SHALL EXAMINE ALL TESC MEASURES PERIODICALLY DURING THE CONSTRUCTION PERIOD, AND AFTER STORMS HAVING 0.5 INCHES OR MORE OF RAINFALL IN A BAGS, END TO END, , NO GAPS a °, ° ° d DEPTH OF EX. TRENCH PAVEMENT 6 MAX. ** a ° a 24 -HOUR PERIOD. THE OBSERVER AND THE PERMITTING AGENCY HAVE THE AUTHORITY TO r� �� CB INSERT a FILTER MEDIA ° ° REQUIRE CORRECTIVE ACTION IN ORDER TO ACHIEVE EROSION CONTROL OBJECTIVES. 2 "x 4" wooD Posrs, STANDARD OR BETTER GRADE OR EQUAL. CAD 6' o.c., °d °aa �- uj 4. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, ALTERNATE: STEEL FENCE POSTS G ° POROUS-7 a REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE BOTTOM 6" CSTC o ° CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. TESC MEASURES SHALL REMAIN FUNCTIONING AND IN PLACE UNTIL THE SITE HAS BEEN STABILIZED AND THE PERMITTING ** POST SPACING MAY BE INCREASED ro 8' IF WIRE BACKING IS USED SIDE VIEW CATCH BASIN °° COMPACTED TH. > ( ) 1' -0" \` \` \` \ \` 1' -0" o m AGENCY, OWNER OR ENGINEER HAS APPROVED THE REMOVAL OF THE TESC MEASURES. INSERT SHALL HAVE 0.5 C.F. MIN STORAGE VOLUME, THE MEANS TO DEWATER STORED /� SEDIMENT, AN OVERFLOW, AND BE EASILY MAINTAINED. MIN. MIN. �\ �\ �\ �\ Z z 5. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, FILTER FABRIC FENCE NOTES: \ - CSTC COMPACTED TO �� x ADDITIONAL TESC MEASURES MAY BECOME NECESSARY TO PROTECT ADJACENT PROPERTIES + CB PROTECTION DETAIL 95% MODIFIED PROCTOR \` \` \` \` \` to AND TO ENSURE WATER QUALITY FOR SITE RUNOFF. IT SHALL BE THE CONTRACTORS 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO 2 PER ASTM D1557 RESPONSIBILITY TO ADDRESS DEFICIENT TESC CONDITIONS, AND TO PROVIDE ADDITIONAL AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT 11 NTS „ 4 MIN. FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED A SUPPORT POST, WITH A MINIMUM 6 —INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST. PLANS AS NEEDED. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A 6. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH MINIMUM OF 18 INCHES. ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, INTRUDE ON ADJACENT 3. PEA GRAVEL BAGS SHALL BE PLACED UPSLOPE OF AND ADJACENT TO THE WOOD POSTS AND ON TOP OF THE FILTER FABRIC FENCE TO THE FILTER FABRIC. ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH WATER MAIN (DIA. AND /OR WIRE SECURELY ANCHOR THE BOTTOM EDGE OF PROPERTY, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. 6 MIN. AS INDICATED ON 7. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY —DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE PLANS ) �D ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, WIRES OR HOG RINGS. THE WIRE SHALL EXTEND BENEATH THE GRAVEL BAGS A MINIMUM OF 6 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. »' 24 MIN. „ 6 MIN. PIPE BEDDING ETC.) AS NEEDED FOR STORM EVENTS. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED BENEATH THE GRAVEL BAGS. THE FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES ABOVE THE MATERIAL (CSTC) ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. ti 8. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 6. WHEN EXTRA — STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE HARE MESH SUPPORT 2: 1 SLOPES CROSS SECTION TRENCH WIDTH owl 2' -6" TO 3' -O" 9. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO tyl O O 10. STABILIZED WITHIN FIFTEEN (15) DAYS. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE 7• THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. GRAVEL BAGS SHALL BE FILLED WITH PEA GRAVEL. NATIVE SOILS, SAND, CRUSHED ROCK OR OTHER FILL MATERIALS WALL 2 + + -4" ROCK A B + VARIES: 4.5 MIN. WITHIN NOT ALLOWED. PEA FULLY FINES _ L A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO BE GRAVEL SHALL BE WASHED SUCH THAT NO WALL BE WASHED INTO ADJACENT WATER COURSES. .III III III' PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE „I DOWNSTREAM SYSTEM. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. III I i � 11. III Q t5 CONTRACTOR SHALL SWEEP THE STREET AT LEAST DAILY OR MORE OFTEN AS NECESSARY TO III III= 0 R I THAT REMOVE DEBRIS A MAY BECOME A SAFETY OR TRAFFIC HAZARD. WATER MAY BE USED TO CUT DOWN ON DUST DURING SWEEPING OPERATIONS. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. L— DISTANCE SUCH THAT POINTS A & B ARE OF �.. \ (/� C7 N NO CO 10. WHEN WATER SERVICES CROSS SILT FENCE, SERVICE TRENCH, DITCH SECTION, AND SILT FENCE SHALL BE RESTORED IMMEDIATELY. EQUAL ELEVATION. '� �' e W o° p cv CHECK DAM SPACING 4 TYPICAL LONGITUDINAL TRENCH SECTION Q 00 FILTER FABRIC FENCE r3"'*"IIIIIII`NCHECK DAM DETAIL o > O w a J a : VO ? a Z C� W Y 0° z IN SHOULDER NTS NT 11 S NTS Q a � a �, w � i o 0 aQ o o v �E CD CD 0 Recommended for Approval O1 U m Q 2" MIN. OVERLAY, HMA CL B *, TACK do SEAL MEET LINES MATCH 2" MIN. OVERLAY, HMA CL B *, TACK / N 3 � & SEAL MEET LINES -� - By _ _ �-- Date - / 2 Z o o EXISTING THICKNESS). FINISH GRADE (MATCH EXISTING THICKNESS). m o0 -194, 2" MIN. PATCH, HMA CL B *, AN MARKING R TACK & SEAL MEET LINES LANE NG 0 EDGE OF LANE „ 4 TOPSOIL i PATH HMA * 2 MIN. C M CL B _000 ,TRAVELED (12 FROM CENTERLINE CONCRETE SIDEWALK 2" CSTC � m LANE LINE MARKING PAVED OF EX. ASPHALT). OR CENTERLINE UNPAVED SOD FINISH E GRADE 2" SAWCUT FINISH GRADE PER CITY OF RENTON FINISH EX. CURB GUTTER N �, I Z o w TRENCH 4 MIN. SAWCUT TRENCH PAVED DEPTH OF EX. PAVEMENT TRENCH ( ) GRADE PROTECT PAVED TRENCH _ . c) c T L o 2 a 0 0 n ° ° d d d d ° d d° ° d d --i CL zzzz » 6 CSTC v 6" CSTC 1' -0" \` \x/' ` \` �` 1' -O" (COMPACTED TH.) ° 1' -0" �` �` �` �` �` 1'- O z (COMPACTED TH.) \ \ \ \ \ L`' 1' -0" \ \ \ \ \ 1' -0" p \� \� \� \� \�\ �`�`�`�`�`�\ MIN. �� MIN. LJ \ \ \ \ \ > " ++ \ \ \ \ \ „ „ 1 - 0 1 - 0 1 - 0 1 - 0 w > \� \� \� \� \/\ MIN. �� MIN. w all- MIN. MIN. U \` \` \` \` \` o �� \ �\ �\ �\ �\ MIN. MIN. /� /� /� /� /� /� MIN. MIN. 0 U \ \ \ \ \ > �� w H -' X� xx\' CRUSHED SURFACING /� /� COMPACTED TO 95% \ \ \ \ \ co \` \ ? GRAVEL BORROW /� /� /� /� /� /� /� CRUSHED SURFACING � /� /� /� /� G ��xxx�X�� \ \ \ \ \ \` \` \` \` \ ? GRAVEL BORROW �� M MODIFIED PROCTOR COMPACTED TO 90% \ \ \ \ \ COMPACTED TO 959 "� COMPACTED TO 90% \` \\ \\ \\ \` F_ MODIFIED PROCTOR M V PER ASTM D1557 4" MIN. MODIFIED PROCTOR " PER ASTM D1557 4" MIN. MODIFIED PROCTOR � „ PER ASTM D1557 4 MIN. PER ASTM D1557 4 MIN. F— C1) 0 � WATER MAIN (DIA. AS INDICATED ON WATER MAIN (DIA. WATER MAIN (DIA. AS INDICATED ON WATER MAIN (DIA. W M ~ Z — Q PLANS) AS INDICATED ON PLANS) AS INDICATED ON � �— O W W (' F— W „ 6 MIN. PLANS ) " 6 MIN. PLANS ) W N I W O PIPE BEDDING 6" MIN. PIPE BEDDING 6 MIN. (n (� (' MATERIAL (CSTC) PIPE BEDDING MATERIAL (CSTC) MATERIAL (CSTC) PIPE BEDDING MATERIAL (CSTC) Q � J _ Z ( Z O > _ TRENCH WIDTH TRENCH WIDTH Q Z W > 2' -6" TO 3' -0" TRENCH WIDTH 2' -6" TO 3' -O" TRENCH WIDTH ~ W Q 2' -6" TO 3' -0" 2' -6" TO 3' -0" W U Q � VARIES: 4.5' MIN. ~ Q W O VARIES: 6.5' MIN. 3: � Z Q a- Q * IF IN K.C. JURISDICTION USE HMA CL ", PG 64 -22 * IF IN K.C. JURISDICTION USE HMA CL ", PG 64 -22 W 0 U U U W U Q w W 5 TYPICAL LONGITUDINAL TRENCH SECTION- s TYPICAL LONGITUDINAL TRENCH SECTION TYPICAL TRANSVERSE TRENCH SECTION 11 NTS TYPICAL LONGITUDINAL TRENCH SECTION 0 0 � 1 IN TRAVELED LANE 11 IN UNPAVED AREAS 11 IN AREAS UNDER CONCRETE SIDEWALK NTS NTS NTS 0 PERMIT MITTAL BASE MAP SHEET 12 OF 24 DRAWING �z z i 1 f = T �\ r z v v I C 2 ar ? z - C z r z , I �z z i 1 f = T �\ r z v v I C 2