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Home My WebLink AboutS-2734028 in a g� d ga d I (n (f) n n I C/) J � p O U p o z Z¢ W Y Lr J SE LL_ O Ci n� oy wz q `;c ® E 3�E H Z =a ► -1 W a CI` 'E c c °y I Ic"I'l 420...... -- ...................................................... <.. ......................... . . .... u ^qJ, epp .......... mG �COp rn ..........---------- fA CW PROFILE NOTES: 89LF12 "DISD0 K - 3:66 PM EIEV = 389.50 ' 0.010 ft /ft, SEE - ADJUSTED- EMERG. ACCESS FINISH. GRADE N a v EXISTING AND o 1. VALVES AND BENDS NOT SHOWN ON WAIERUNE PROFILE FOR PROFILE FOR CONTINUATION �. I , .FINISH CONN. NEW III I• o $S g w m �' CLARITY, SEE PLAN. 2. INVERTS: FOR SANITARY SEWER MANHOLES ARE LISTED FOR : i : : n 0 18 ft ft _ - m - - '9 CENTER OF STRUCTURE CONTRACTOR. SHALL CONSTRUCT...... I II ... ..... ..FINISH GRADE- CL..... IE 378.42 I IE 37b.63 > - - .. °- n - - - ... > . x MANHOLES _WITH 0.01 F00T-DROP THROUGH STRUCTURE I IE 376.78 37 LF 8'9 PVC < n R 'FIELD VERIFY CLEARANCE BETWEEN EX. WATER AND NEW x W CONIC; NEW 8 °4 DI ; x To DI WATER m -STORM. IF LESS THAN 18' PROTECT EX. WATER LINE AS X -H WATER TO EX. 8' DI WATER W/36' MIN. COVER 0.005 ft/ft ;FOLLOWS: MAINTAIN 6' MIN. CLEAR (IF LESS THAN 9' MIN. 'RUBITEX° �Irn ; EXISTING m Co. i (TYP) PIPE OUTLET lE X87.26 ..... ....... FINISH GRADE CL WATER W/36' MIN. COVER 400: :CLEAR PROVIDE- PAD BETWEEN PIPES, AT CROSSING).:...... b EXISTING GRADE GRADE CL ... .. ..... .... .. . _ _ . . CL ' PROVIDE DUCTILE IRON SO PIPE WITH NO JOINTS FOR 5' MIN. ON EITHER SIDE OF CROSSING. - �Io ,- I. . I 1 _ RIT aDc STREET PROFILE �• � _w: - -- —��' 111 � .. ��riiis iiiiiiiiiiiii��iiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiii ii ✓ill viiiiiiiiiiiiiii�iiiiiiiiiiriiifi�iisiie�i�eiioiiss� io� I nriis��' A , 0 +00 1 +00 2 +00 KIRKLAND COURT PROFILE HSCALE: 1' =40'; VCCALE: 1' =10' 400: ...... ... <.. ..... 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING u ^qJ, epp S.E. Street, 98029 mG �COp rn bill fA CW ................... 89LF12 "DISD0 K - 3:66 PM EIEV = 389.50 ' 0.010 ft /ft, SEE - ADJUSTED- EMERG. ACCESS FINISH. GRADE N a v EXISTING AND o TYPICAL PIPE TRENCH � PROFILE FOR CONTINUATION �. I , .FINISH CONN. NEW III I• o BYRR9JaT BY WATER TO EX. 40.00' VC i 132LF 1 '4 PVC' 0 0 18 ft ft 380 222 LF.8'0 PVC S 1 0 PVC,.-SS 0'0:00 it ft I II 0 +00 1 +00 2 +00 KIRKLAND COURT PROFILE HSCALE: 1' =40'; VCCALE: 1' =10' 400: ...... ... <.. ..... 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING u ^qJ, epp S.E. Street, 98029 mG �COp rn fA CW ................... 89LF12 "DISD0 K - 3:66 PM EIEV = 389.50 ' 0.010 ft /ft, SEE - ADJUSTED- EMERG. ACCESS FINISH. GRADE N a v EXISTING AND o TYPICAL PIPE TRENCH � PROFILE FOR CONTINUATION �. I , .FINISH CONN. NEW III I• o BYRR9JaT 386.17 BY WATER TO EX. 40.00' VC i 132LF 1 '4 PVC' 0 0 18 ft ft 380 222 LF.8'0 PVC S 1 0 PVC,.-SS 0'0:00 it ft I II . .: SEE EMERG. 0 0.007 ft/ft '� . .: of IE 378.42 I IE 37b.63 ....... .................. ACCESS PROFILE _ _ 'a� I IE 376.78 37 LF 8'9 PVC SS 0 0.023 ft/ft 400 . ....................... ............................... . . . . . .. . • - - - - - -- - - - • - - - -- - - - - .. . W o ... - - ........... ...... FINISH GRAS W I I r2Z��"...... - 380 - I -- V O 1i r+ M n n n 50 +00 51 +00 52 +00 60 +00 61 +00 NE 18th STREET PROFILE STORM DRAIN EXTENSION PROFILE HSCALE: 1' =40'; VSCALE: 1' =10' HSCALE 1' =40'; VSCALE: 1' =10 FINISH WEDGE GRADE MONOLITHIC BEHIND W/ SURFACING S� d ~ 0<8 _O 00 w < o 4' ASPHALT CLASS a p OVER 6' CRUSHED ROCK BASE HIGH WATER - PREPARED SUBGRADE _YR STORM l *NOTE: WEDGE SHALL BE V 2't HIGH EXCEPT 3' AT DRIVEWAYS ASPHALT WEDGE CURB N.M FINISH GRADE 1 3 (TIP ASPHALT CLASS B AT PAVEMENT EDGE �\ *BIDSWALE SHALL BE HYDROSEEDED 'WTH THE FOLLOWING SEED MIX (OR o APPROVED EQUAL.. e .. c ; �•�` '•• +;R..' - ::Y •ii:"'?e�:•}l'� • !'' = \` �i� �.P5161IY x GERMINATION - 6' Perennial rye blend 70 98 90 (Lolium perenne) CRUSHED AGGREGATE CheNings and red fescue blend 7 98 90 c BASE COURSE (Festuca rubro wr. commutate gCOMPACTED SUBGRADE or Festuca rubra) PAVEMENT SECTIONS BIOFILTER SWALE N.T.S. 2 SCALE: 1' -5' v z 7TD- "-2776 I w o-" -j ;p 01 * u1 ROCK FACING NG DR PROPOSED GRADE ELEVATION MAX. SLOPE LINE OF ROCK FACING UNDISTURBED SOIL ROCK FACING 4 HEIGHT (H) BACKFlLL MINERAL -EXISTING OR PROPOSED AGGREGATE - GRADE BECKON ,••. (D)_ 2g(BASE)9fffTOP) 3 INCHES 2 -MAN 1 -MAN 4 FEET 6 INCHES 3 -MAN 2 -MAN 6 FEET 9 INCHES 4 -MAN 2 -MAN 8 FEET 12 INCHES 5 -MAN 2 -MAN TYPICAL ROCK FACING NITS I _r A TYPICAL FINISH FINISH ACTUAL SIDE SLOPE BY CONTRACTOR - a1 N Englneering yj 91 � Consultants c I� g 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING u ^qJ, epp S.E. Street, 98029 mG �COp rn fA CW ................... NrS�W 400 . ....................... ............................... . . . . . .. . • - - - - - -- - - - • - - - -- - - - - .. . W o ... - - ........... ...... FINISH GRAS W I I r2Z��"...... - 380 - I -- V O 1i r+ M n n n 50 +00 51 +00 52 +00 60 +00 61 +00 NE 18th STREET PROFILE STORM DRAIN EXTENSION PROFILE HSCALE: 1' =40'; VSCALE: 1' =10' HSCALE 1' =40'; VSCALE: 1' =10 FINISH WEDGE GRADE MONOLITHIC BEHIND W/ SURFACING S� d ~ 0<8 _O 00 w < o 4' ASPHALT CLASS a p OVER 6' CRUSHED ROCK BASE HIGH WATER - PREPARED SUBGRADE _YR STORM l *NOTE: WEDGE SHALL BE V 2't HIGH EXCEPT 3' AT DRIVEWAYS ASPHALT WEDGE CURB N.M FINISH GRADE 1 3 (TIP ASPHALT CLASS B AT PAVEMENT EDGE �\ *BIDSWALE SHALL BE HYDROSEEDED 'WTH THE FOLLOWING SEED MIX (OR o APPROVED EQUAL.. e .. c ; �•�` '•• +;R..' - ::Y •ii:"'?e�:•}l'� • !'' = \` �i� �.P5161IY x GERMINATION - 6' Perennial rye blend 70 98 90 (Lolium perenne) CRUSHED AGGREGATE CheNings and red fescue blend 7 98 90 c BASE COURSE (Festuca rubro wr. commutate gCOMPACTED SUBGRADE or Festuca rubra) PAVEMENT SECTIONS BIOFILTER SWALE N.T.S. 2 SCALE: 1' -5' v z 7TD- "-2776 I w o-" -j ;p 01 * u1 ROCK FACING NG DR PROPOSED GRADE ELEVATION MAX. SLOPE LINE OF ROCK FACING UNDISTURBED SOIL ROCK FACING 4 HEIGHT (H) BACKFlLL MINERAL -EXISTING OR PROPOSED AGGREGATE - GRADE BECKON ,••. (D)_ 2g(BASE)9fffTOP) 3 INCHES 2 -MAN 1 -MAN 4 FEET 6 INCHES 3 -MAN 2 -MAN 6 FEET 9 INCHES 4 -MAN 2 -MAN 8 FEET 12 INCHES 5 -MAN 2 -MAN TYPICAL ROCK FACING NITS I _r A TYPICAL FINISH FINISH ACTUAL SIDE SLOPE BY CONTRACTOR 10 +00 11 +00 12 +00 EMERGENCY ACCESS PROFILE HSCALE 1' =40'; VSCALE: 1' =10' NNi ................0 . ' .� ..................... x 400 I ...... ..... ' i GRADE iQ .. .. ElIS1ING GRADE .....y1� LSE : 26 LF 8'4 PVC I PROPOSED 0 SS 0 0.007. WATER WATER I I PROPOSED STORM SEE 18TH STREET PROFILE ........I.. PROPOSE STORM 88 LF 8 *0 PVC SS I0 O.OES ft I DETAIL REFERENCE 114 LF ed : I DETAIL SPECIFICATION REFERENCE: 1E 385.20 IE 381.27 FOLLOWING IS A LIST OF ITEMS TO BE PROVIDED IN ACCORDANCE WITH CITY OF RENTO N STANDARD PLANS. IN u ug ADDITION TO THIS UST, THERE MAY BE ITEMS REQUIRED TO M 82 ° COMPLETE TER: WORK WHICH ARE NOT SPECIFICALLY IE 3 IE 381.45 DETAILED OR REFERENCED. THESE ITEMS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY STANDARD PLAN O +CO 1 +00 0 +00 1 +00 WHERE AVAILABLE CONTACT THE ENGINEER FOR DIRECTION M THE EVENT OF DISCREPANCIES. UNTIL DISCREPANCIES N. ACCESS DRIVE S. ACCESS DRIVE ccoomy opnaN WRITING, BASE BIDS ON THE MOST HSCALE: 1' =40'; VSCALE: 1' =10' HSCALE: 1' =40; VSCALE 1' =10' ITEM CITY STD. PLAN ASPHALT PAVEMENT PATCH H032 BEDDING FOR SANITARY SEWER PIPE B077 BLOW OFF B CATCH N BASIN IN (CB) TYPE 1 8012 012 Sm2734402 . 014 CATCH BASIN (CB) TYPE 2 CLEANOUT ra CRETE F001 TYPICAL CONCRETE CURB AND GUTTER F005.1 LEAS PAVED AREAS CURB RAMP F005.2 DRIVEWAY APPROACH 8102 SURMATCH SURFACE TO SURROUNDING FIRE HYDRANT ASSMY B029 E SHORING BY CONTRACTOR DESIGN ROW CONTROL 08 8023 CRATE INLET 8072 I= SANITARY SEWER 'SHALLOW MANHOLE' TYPE B B089 E) SHACKLE RO DING VIED TIE BOLTS B078 % SIDE SEWER INSTALLATION 8085 II =� THRUST BLOCK Cy 8090 VALVE OPERATING NUT EXTENSION 11 ' v2 NOTE: a PROVIDE 14' WOE DRIVEWAY APPROACH, CENTERED ON LOT x FRONTAGE FOR LOTS 1 THRU G. PROVIDE 20' WIDE APPROACH AT FIRE LANE THE LOTS t' ACCESSED OVER ASPHALT WEDGE CURB REMAINING FLUSH ALL BE 0,0y 0 —_01-J. ASPHALT PAVEMENT DEPENDING ON LOCATION. 0 0 0 0 0 1I,lC...* • .Tai 00 0 o r Taylor 12• MAX. 6' MIN. TRENCH WIDTH NOTE:ICAI) AS REQUIRED PM STA = 10 +75 Englneering yj 91 � Consultants 53 ro 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING PM ELEV = 398.50 S.E. Street, 98029 AD : i,'-10.92 : i,'-10.92 PM STA = 11 +40 ................... p� e/+oioR K - 3:66 PM EIEV = 389.50 ' 420: ...... . 40.00' -.VC . r ... ; AD.' 8.64 . ...... ...... ..... . . TYPICAL PIPE TRENCH � 8 K =4.63 ; BYRR9JaT N.T.S. BY 40.00' VC i . .: .� '� . .: of „'�• . ....... .................. . ® BM,: ^ m n ,$ 0 29 LF ;12' RCP SD 0 : 8' DI WATER : 0.005 ft/ft W /36' MIN. 400: COVER (TYP) 0.16x ; m Co. i PIPE OUTLET lE X87.26 ..... ....... FINISH GRADE CL WATER W/36' MIN. COVER EXISTING GRADE 12' DI SO 0 0.010 S CL OSWALE ft /ft, SEE 18TH 72 LF 8' PVC SS I RIT aDc STREET PROFILE 0 0.007 R /ft - 82 LF 12'' P ... ... FOR CONTINUATION SEE KIRKLAND COURT PROFILE I I I I I 366.17 I I ...... 84 LF 8' P SS 0.0.007 ' 123 222 IE LF B'# &C SS 0 0.007 ft 379.98 I - IE 81.45 ; I ca � e _• m + I t l 1 10 +00 11 +00 12 +00 EMERGENCY ACCESS PROFILE HSCALE 1' =40'; VSCALE: 1' =10' NNi ................0 . ' .� ..................... x 400 I ...... ..... ' i GRADE iQ .. .. ElIS1ING GRADE .....y1� LSE : 26 LF 8'4 PVC I PROPOSED 0 SS 0 0.007. WATER WATER I I PROPOSED STORM SEE 18TH STREET PROFILE ........I.. PROPOSE STORM 88 LF 8 *0 PVC SS I0 O.OES ft I DETAIL REFERENCE 114 LF ed : I DETAIL SPECIFICATION REFERENCE: 1E 385.20 IE 381.27 FOLLOWING IS A LIST OF ITEMS TO BE PROVIDED IN ACCORDANCE WITH CITY OF RENTO N STANDARD PLANS. IN u ug ADDITION TO THIS UST, THERE MAY BE ITEMS REQUIRED TO M 82 ° COMPLETE TER: WORK WHICH ARE NOT SPECIFICALLY IE 3 IE 381.45 DETAILED OR REFERENCED. THESE ITEMS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY STANDARD PLAN O +CO 1 +00 0 +00 1 +00 WHERE AVAILABLE CONTACT THE ENGINEER FOR DIRECTION M THE EVENT OF DISCREPANCIES. UNTIL DISCREPANCIES N. ACCESS DRIVE S. ACCESS DRIVE ccoomy opnaN WRITING, BASE BIDS ON THE MOST HSCALE: 1' =40'; VSCALE: 1' =10' HSCALE: 1' =40; VSCALE 1' =10' ITEM CITY STD. PLAN ASPHALT PAVEMENT PATCH H032 BEDDING FOR SANITARY SEWER PIPE B077 BLOW OFF B CATCH N BASIN IN (CB) TYPE 1 8012 012 Sm2734402 . 014 CATCH BASIN (CB) TYPE 2 CLEANOUT ra CRETE F001 TYPICAL CONCRETE CURB AND GUTTER F005.1 LEAS PAVED AREAS CURB RAMP F005.2 DRIVEWAY APPROACH 8102 SURMATCH SURFACE TO SURROUNDING FIRE HYDRANT ASSMY B029 E SHORING BY CONTRACTOR DESIGN ROW CONTROL 08 8023 CRATE INLET 8072 I= SANITARY SEWER 'SHALLOW MANHOLE' TYPE B B089 E) SHACKLE RO DING VIED TIE BOLTS B078 % SIDE SEWER INSTALLATION 8085 II =� THRUST BLOCK Cy 8090 VALVE OPERATING NUT EXTENSION 11 ' v2 NOTE: a PROVIDE 14' WOE DRIVEWAY APPROACH, CENTERED ON LOT x FRONTAGE FOR LOTS 1 THRU G. PROVIDE 20' WIDE APPROACH AT FIRE LANE THE LOTS t' ACCESSED OVER ASPHALT WEDGE CURB REMAINING FLUSH ALL BE 0,0y 0 —_01-J. ASPHALT PAVEMENT DEPENDING ON LOCATION. 0 0 0 0 0 1I,lC...* • .Tai 00 0 o r Taylor 12• MAX. 6' MIN. TRENCH WIDTH NOTE:ICAI) AS REQUIRED Englneering yj 91 � Consultants 53 ro 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING S.E. Street, 98029 10 +00 11 +00 12 +00 EMERGENCY ACCESS PROFILE HSCALE 1' =40'; VSCALE: 1' =10' NNi ................0 . ' .� ..................... x 400 I ...... ..... ' i GRADE iQ .. .. ElIS1ING GRADE .....y1� LSE : 26 LF 8'4 PVC I PROPOSED 0 SS 0 0.007. WATER WATER I I PROPOSED STORM SEE 18TH STREET PROFILE ........I.. PROPOSE STORM 88 LF 8 *0 PVC SS I0 O.OES ft I DETAIL REFERENCE 114 LF ed : I DETAIL SPECIFICATION REFERENCE: 1E 385.20 IE 381.27 FOLLOWING IS A LIST OF ITEMS TO BE PROVIDED IN ACCORDANCE WITH CITY OF RENTO N STANDARD PLANS. IN u ug ADDITION TO THIS UST, THERE MAY BE ITEMS REQUIRED TO M 82 ° COMPLETE TER: WORK WHICH ARE NOT SPECIFICALLY IE 3 IE 381.45 DETAILED OR REFERENCED. THESE ITEMS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY STANDARD PLAN O +CO 1 +00 0 +00 1 +00 WHERE AVAILABLE CONTACT THE ENGINEER FOR DIRECTION M THE EVENT OF DISCREPANCIES. UNTIL DISCREPANCIES N. ACCESS DRIVE S. ACCESS DRIVE ccoomy opnaN WRITING, BASE BIDS ON THE MOST HSCALE: 1' =40'; VSCALE: 1' =10' HSCALE: 1' =40; VSCALE 1' =10' ITEM CITY STD. PLAN ASPHALT PAVEMENT PATCH H032 BEDDING FOR SANITARY SEWER PIPE B077 BLOW OFF B CATCH N BASIN IN (CB) TYPE 1 8012 012 Sm2734402 . 014 CATCH BASIN (CB) TYPE 2 CLEANOUT ra CRETE F001 TYPICAL CONCRETE CURB AND GUTTER F005.1 LEAS PAVED AREAS CURB RAMP F005.2 DRIVEWAY APPROACH 8102 SURMATCH SURFACE TO SURROUNDING FIRE HYDRANT ASSMY B029 E SHORING BY CONTRACTOR DESIGN ROW CONTROL 08 8023 CRATE INLET 8072 I= SANITARY SEWER 'SHALLOW MANHOLE' TYPE B B089 E) SHACKLE RO DING VIED TIE BOLTS B078 % SIDE SEWER INSTALLATION 8085 II =� THRUST BLOCK Cy 8090 VALVE OPERATING NUT EXTENSION 11 ' v2 NOTE: a PROVIDE 14' WOE DRIVEWAY APPROACH, CENTERED ON LOT x FRONTAGE FOR LOTS 1 THRU G. PROVIDE 20' WIDE APPROACH AT FIRE LANE THE LOTS t' ACCESSED OVER ASPHALT WEDGE CURB REMAINING FLUSH ALL BE 0,0y 0 —_01-J. ASPHALT PAVEMENT DEPENDING ON LOCATION. 0 0 0 0 0 1I,lC...* • .Tai 00 0 o r Taylor 12• MAX. 6' MIN. TRENCH WIDTH NOTE:ICAI) AS REQUIRED Englneering yj 91 � Consultants 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING S.E. Street, 98029 ,tbNii > INCLUDING STABLE SIDE SLOPE AND /OR SHORING REQUIREMENTS. 1-th 25-391 55 tel. 425- 391 -1415, fox 425- 391 -1551 tel. 4 p� e/+oioR 2. BACKFILL WITH STRUCTURAL FILL IN ALL AREAS UNDER PAVEMENT VEHICLE AREAS, AND STRUCTURES. COMPACT TO 95% MAX. DRY DENSITY. RECOMMENDED PROFILES AND DETAILS TYPICAL PIPE TRENCH � 8 BYRR9JaT N.T.S. BY BY �� A- NNNNAA 273k 02 JC�47 �)ic %) 'pSJ C C1 r ' ROLL 10-6