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Home My WebLink AboutR-372911ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 430 410 405 414.2 Fo �r -YLI SD CULVERT, W /TRASH RACK STA 30 +22.31, 25.17' LT T� CB #2A SEE SHI 41 S A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA TRACT A EXISTING POWER TO BE RELOCATED (STORM DRAINAGE) SEE SHILTER MANHOLE CB /�� ]1�:- �j SEE SHEET PN -01 SHEET PN -01 EXISTING SEWER �� - EXISTING WATER gyp, 0 / FP\- CB /1, TYPE 2 -41 0 W /SOLID LOCKING LID STA 30 +67.82, 26.00' LT ROAD TRANSITION STA. 30 +63.99, -21.50 LT. EL.= 416.45' BEGIN SIDEWALK IMPROVEMENTS STA =30 +33.97, 25.67' LT. BEGIN ROAD IMPROVEMENTS STA. =30 +20.00, 18.70' LT. 0087000006 0087000007 43 LF. 18 "m SO I SD CULVERT ! T W/TRASH RACK. IE= 412:86, 18 � 30 +00 TG= 417.28 1 IE= 413.72 18 "0 IE= 413.72 18 "m `_"" 33°°9315AwnueSo9,5 ®I ®I I Suite 205 ..-- ++r+�� ^'u-^^.- FeCa Way. WA 99003 Cdl 2 Da Bd"e You Workklp Ye Dig www.esmcivll.com I•_,,,,, 811« UliYes UXWWa ld Localon Center ODOT ,ORWAJ ESM JOB #1670- 004 -013 EXISTING GRADE �. � � Ii'N!pl!!%�117 •� �/.t ��t' vyll��iN�' 1 1 / 1 {•N�Ii 4� LF, 1 Z2.65J 423.82 a 424.96) 426.1 J 42714-/ J 43p.78J 429.57 32 +00 33 +00� REMOVE EX 428.3 PROPOSED ASPHALT e SD CULVERT 3 IN R/W FO FO FO FO FO -- - - - - -- -- -------- ------------ P P P P G 0087000005 I i I I i i i I 31 +00 0 FIRST SUBMDTAL 1 SECOND SUBMIIT/ 2 my-AR SUBMITTAL NO. REVISION 115, TYPE 1 IC8 �B, TYPE 2- 48 "m�8, TYPE 2 -48 "m 32 +70.36, 20.72' LT STA 10 +34.97, 18.58' LT CL INT'X STA 33 +40.95, 1 = STA. 10 +00.0 KCl l A - 4JOB40C7 CB BENSON ROAD S (MINOR ARTERIAL) S 28TH STREET (SEE SHEET RD -03; i 7 i i i O b Np N � b 37 LF. 18 "0 SD G` i / 4 JI � al w TRACT y B � S E SHEET RD -06 FOR ADA & CURB RETURN INFORMATION _ 10 - ..._._ 0 O 0 - 434.35 435.351 Q CDC 341 �w REMOVE EX I LLI LU SD CULVERT 1 Z = U) jJw -FO -1=w CD GI G -I Vr I� I I -- "' -' 0087000019 0087000021 /7, TYPE 2 -48 "m CB /8, TYPE 2 -48 "0 iRU -CURB INLET STA 33 +88.95, 20.72' LT 10 +34.97, 18.58' RT = alvy 'U +Uv.vU, b zalm bi ELEV: 32.98 33 LF, 12 m SD I J 430 435 ®s =1os XISTING GRADE ®rE - 0 4z 430 o i - 37 LF I�18 "m,SD ' i 64 LF• 18 "� =1. : 1 � 't N 10 Co 0 2 _ -Le T- cl I I LF, 12 " SDI CB 8 TYRE 2 -48 "m w S= 0.50% ! TG= 435.401 w IE= 430.40 X12 "m SE I Z 415 4 IE= 430.40 112 "m NW 1751� PE 1 ` = LLI E= 2 $32 12 "0 N � 0 Q 410 415 s TYPE z -as "m ce 7 TYPEI 2-48 "0 TG= 431.781 /THRU -CUB INLET IE= 426.01 118 "OSE G= 432.05 IE= 426.01 18 "0 NW E= 426.38 1$ "m NE E= 426.88 1 m SE 405 410 1 CR Y TYPE 9 -4R "m E= 426.38 1 "m NW 32 +00 ESM 2/11/14^°' ESM 4/15/14 oe5wxm. ESM 5/12/14 oww: .E Q Aik BY DATE APPR �o,m: IE= 42$.07 12 "0 S IE= 42.57 18 "0 S IE= 424.07 24 "0 N 33 +00 CITY OF 1.��. X�I899TV w9 ,93�nW, .� RENTON °XE NBx DATUM AT rVT Planning /Building /Public Works Dept. v xoT ore ixw Yl1E /2CRpIGLy 34 +00 C] SCALE: 1 - =20' HORI2. 1 " =5' VERT. 20 10 0 20 40 R -37291 435 41 CHECKED FOR COMPLIANCE TO CITY STANDARDS s /is /r9 LaRosa os /t2/zot ROAD AND STORM PLAN AND PROFILE vice RD 01 r m a y+ 0 0 =a � J NOTES: 1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO z N BE INSTALLED PRIOR TO AS- BUILTS AND COMPLETION 0 OF CONSTRUCTION. U fY w I.L 5. ALL TRENCH RESTORATION SHALL BE PER THE a J CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 430 410 405 414.2 Fo �r -YLI SD CULVERT, W /TRASH RACK STA 30 +22.31, 25.17' LT T� CB #2A SEE SHI 41 S A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA TRACT A EXISTING POWER TO BE RELOCATED (STORM DRAINAGE) SEE SHILTER MANHOLE CB /�� ]1�:- �j SEE SHEET PN -01 SHEET PN -01 EXISTING SEWER �� - EXISTING WATER gyp, 0 / FP\- CB /1, TYPE 2 -41 0 W /SOLID LOCKING LID STA 30 +67.82, 26.00' LT ROAD TRANSITION STA. 30 +63.99, -21.50 LT. EL.= 416.45' BEGIN SIDEWALK IMPROVEMENTS STA =30 +33.97, 25.67' LT. BEGIN ROAD IMPROVEMENTS STA. =30 +20.00, 18.70' LT. 0087000006 0087000007 43 LF. 18 "m SO I SD CULVERT ! T W/TRASH RACK. IE= 412:86, 18 � 30 +00 TG= 417.28 1 IE= 413.72 18 "0 IE= 413.72 18 "m `_"" 33°°9315AwnueSo9,5 ®I ®I I Suite 205 ..-- ++r+�� ^'u-^^.- FeCa Way. WA 99003 Cdl 2 Da Bd"e You Workklp Ye Dig www.esmcivll.com I•_,,,,, 811« UliYes UXWWa ld Localon Center ODOT ,ORWAJ ESM JOB #1670- 004 -013 EXISTING GRADE �. � � Ii'N!pl!!%�117 •� �/.t ��t' vyll��iN�' 1 1 / 1 {•N�Ii 4� LF, 1 Z2.65J 423.82 a 424.96) 426.1 J 42714-/ J 43p.78J 429.57 32 +00 33 +00� REMOVE EX 428.3 PROPOSED ASPHALT e SD CULVERT 3 IN R/W FO FO FO FO FO -- - - - - -- -- -------- ------------ P P P P G 0087000005 I i I I i i i I 31 +00 0 FIRST SUBMDTAL 1 SECOND SUBMIIT/ 2 my-AR SUBMITTAL NO. REVISION 115, TYPE 1 IC8 �B, TYPE 2- 48 "m�8, TYPE 2 -48 "m 32 +70.36, 20.72' LT STA 10 +34.97, 18.58' LT CL INT'X STA 33 +40.95, 1 = STA. 10 +00.0 KCl l A - 4JOB40C7 CB BENSON ROAD S (MINOR ARTERIAL) S 28TH STREET (SEE SHEET RD -03; i 7 i i i O b Np N � b 37 LF. 18 "0 SD G` i / 4 JI � al w TRACT y B � S E SHEET RD -06 FOR ADA & CURB RETURN INFORMATION _ 10 - ..._._ 0 O 0 - 434.35 435.351 Q CDC 341 �w REMOVE EX I LLI LU SD CULVERT 1 Z = U) jJw -FO -1=w CD GI G -I Vr I� I I -- "' -' 0087000019 0087000021 /7, TYPE 2 -48 "m CB /8, TYPE 2 -48 "0 iRU -CURB INLET STA 33 +88.95, 20.72' LT 10 +34.97, 18.58' RT = alvy 'U +Uv.vU, b zalm bi ELEV: 32.98 33 LF, 12 m SD I J 430 435 ®s =1os XISTING GRADE ®rE - 0 4z 430 o i - 37 LF I�18 "m,SD ' i 64 LF• 18 "� =1. : 1 � 't N 10 Co 0 2 _ -Le T- cl I I LF, 12 " SDI CB 8 TYRE 2 -48 "m w S= 0.50% ! TG= 435.401 w IE= 430.40 X12 "m SE I Z 415 4 IE= 430.40 112 "m NW 1751� PE 1 ` = LLI E= 2 $32 12 "0 N � 0 Q 410 415 s TYPE z -as "m ce 7 TYPEI 2-48 "0 TG= 431.781 /THRU -CUB INLET IE= 426.01 118 "OSE G= 432.05 IE= 426.01 18 "0 NW E= 426.38 1$ "m NE E= 426.88 1 m SE 405 410 1 CR Y TYPE 9 -4R "m E= 426.38 1 "m NW 32 +00 ESM 2/11/14^°' ESM 4/15/14 oe5wxm. ESM 5/12/14 oww: .E Q Aik BY DATE APPR �o,m: IE= 42$.07 12 "0 S IE= 42.57 18 "0 S IE= 424.07 24 "0 N 33 +00 CITY OF 1.��. X�I899TV w9 ,93�nW, .� RENTON °XE NBx DATUM AT rVT Planning /Building /Public Works Dept. v xoT ore ixw Yl1E /2CRpIGLy 34 +00 C] SCALE: 1 - =20' HORI2. 1 " =5' VERT. 20 10 0 20 40 R -37291 435 41 CHECKED FOR COMPLIANCE TO CITY STANDARDS s /is /r9 LaRosa os /t2/zot ROAD AND STORM PLAN AND PROFILE vice RD 01 r m a y+ 0 0 =a � J