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Home My WebLink AboutS-343403w Q Z CJ L0 O CL i Z a K i.. i / X22 30.00 I o �O PROPOSED WSDQT SSMH #2 60" O DROP MANHOLE STA: 12 +56 RIM = 147.00 IE= 141.50(1) IE = 122.00 (0) SAFETY CLIMB OR APPROVED EQUAL RETAINING SYSTEM SHALL BE PROVIDED FOR THE MANHOLE �D �O RETAINING WALL i\ O 1#59.30 FOUND REBAR & RIM / \ I ' N 89 035'37" E IE - 153.50 CAP LS ED ' 13.49' (D) CLEARING LIMITS ACCEPTED I 13.14' {C) VISITED: 9 -15-06 FOUND REBAR & SSMH #1 ' J 53 LF 6 °' PVC SS ` I \ \ CAP LS #5524 I 0 I48" O MANHOLE S = 11.75°k / \ \ \' ACCEPTED I c� 1 \ \ �cD �ry \r %? VISITED: 9-15-06 STA :12 +03 \ 2 RIM =123.76 l / / 1 h� 4o3 f \ -168,0 IE - 115.77 (1) N 5'3 "E \ I E =115.60 (0) =SHED t T 60 L 1 F ^• 6" V 1 PC S S 20.0% - -- - -- - - 1 N W I I 34.50 p ` d. : a � • _: k : `.; `��:, � \ I I 30LF12 "DIA :: 184 STEEL CASING HOUSE \- 162----. CLEARING LIMITS Icawc�s+ Fp ' �� i yl O N I CD QIP II I 12' WSDOT \ ' ' TEMP. CONST. ' 26, EASEMENT \ \ -156 WALKWAY GARAGE I \ 66 \ I \ N t3A°35'37" F I I � , I ®® ®.® ®® 2 0.03' ®/® \ FILTER FABRIC c' i FENCE CLEARING LIMITS CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF THE 24" STORM DRAINGE MAIN. MINIMUM \ $ 70 SEPARATION BETWEEN SEWER AND STORM MAIN SHALL BE 1.0 FOOT. EX. 24" OUTFALL \ IE = 91.52 -� 89 5'37" E 19.61'(C) ^O - - - -ap - -- - \ \ 1 \ I II' EX. CB -1 \ \ \140\ RIM = 127.44 ' I IE = 125.62 (S) N 8935'37" E_ 'EAL END CAP /��_ -- c� - -aP -� - - -- PAVED NW TEMP. I (TYP.) BOTH ENDS I ( rya PAVED ? 0, � � BENCHMARK OF THE CASING w w w w w�w w w- _j _� -BENCHMARK PK NAIL W 1 w EL = 1.52.33 I / NW TEMP. I -L =-\ \ / BENCHMARK �/ \ `�4� 05 w w \_-w HUB & TK ��\ R °5 p N 89 37 E \ Coll r I ° £EL = 128.63 RIM CB 28.61 0 81 85 IE =124.87 (N) rl- I 1 I IE =124.73 (S) ® PAVED \ \/ II I i1 EX. CB -I I I \ RIM = 129.30 / O I IE = 124.70 (N) t I I \ ( IE = 124.05 (W) ` I m I i I 1 1 ELECTRIC VAULT HIGH PRESSURE 2U' OIL PIPELINE r w w 11954 Union Ave NE, Renton, WA 98059 Phum (206) 799-1379 faxm. S. AFTER THE INSTALLATION OF THE SEWER MAIN, THE CONTRACTOR SHALL RESTORE THE BENSON ROAD S. PER THE CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 1 REVISION PER CITY OF RENTON COMMENTS RAF 02.06 -08 SURVEYED: SCALE: ce MRK ENGINEERING VERTICAL: NAVD 1988 191 _ 209 HORIZONTAL: NAD 1953/1991 1 4 Cl T Y OF a).�+ 36034 9 �Q, DESIGNED: RAFIQUE RENTON 0 (� �p�CISTV, CSC DRAWN: s'ONAL RAFIQUE LONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. EXPIRES 5/27!08 Mazen Haldar IF NOT ONE INCH ! STAMP IS NOT VALID NQ, REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY UNLESS SIGNED AND DATED GENERAL UTILITY NOTES 1. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES WITH THE PERTINENT UTILITY COMPANIES TO ENSURE WATER METERS, TELEPHONE VAULTS, ETC. ARE BROUGHT TO GRADE PRIOR TO CONSTRUCTION OF CURB AND SIDEWALK. 2. THE CONTRACTOR;WILL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND WILL NEED FIELD VERIFICATION FOR EXACT ALIGNMENT AND DEPTH. THERE MAY BE EXISTING UTILITIES NOT SHOWN ON THE PLANS. CONTRACTOR SHALL CONTACT ONE CALL LOCATING CENTER, 1- 800. 4245555. PRIOR TO CONSTRUCTION. 3. ALL EXCAVATION METHODS AND SHORING TECHNIQUES SHALL BE IN ACCORDANCE TO WAC 296 TRENCH EXCAVATION SAFETY SYSTEMS. 4. ANY DEVIATIONS REGARDING THE WATER AND SEWER IMPROVEMENTS SHALL BE SUBMITTED TO THE CITY OF RENTON UTILITY DIVISION ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION IN THE FIELD, 5. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATION AND DETAILS OF THE CITY OF RENTON. WADER AND SEWER SPECIFICATIONS AND DETAILS SHALL BE THE SPECIFICATIONS AND DETAILS IN EFFECT ON THE DATE OF THE APPROVAL OF THESE CONSTRUCTION DRAWINGS. 6. NO WORK SHALL COMMENCE PRIOR TO A PRE - CONSTRUCTION CONFERENCE AT THE CITY OF RENTON. 7. AT ALL TIMES DURING CONSTRUCTION, THE APPROVED CONSTRUCTION DRAWINGS AND THE CITY OF RENTON STANDARD SPECIFICATION AND DESIGN DETAILS SHALL BE ON -SITE. 8. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY IF ANY UNIDENTIFIED OBJECTS AFFECTING CONSTRUCTION ARE ENCOUNTERED. L I� E - 5cp BP �w .E E D. DECIDUOUS TREE CONIFEROUS TREE POWER POLE GUY ANCHOR MAIL BOX WATER METER WATER VALVE SLAB ON GRADE EXISTING CATCH BASIN EXISTING RIGHT OF WAY (R.O.W.) BURIED POWER LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY FILE NO; NOTE: ammummt 02 -05 -08 FIELDBOOK: PAGE: SHEET: 3 OF: 4 A�-JNJN�N \ A�4. EXIST SSMH o STA: 10 +05 RIM = 100.30 IE = 90.51 (1) IE = 90.41 (0) 1 0 30.00 90.00 F-his T7Nc c 0 ® 1�0kk z r w w 11954 Union Ave NE, Renton, WA 98059 Phum (206) 799-1379 faxm. S. AFTER THE INSTALLATION OF THE SEWER MAIN, THE CONTRACTOR SHALL RESTORE THE BENSON ROAD S. PER THE CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 1 REVISION PER CITY OF RENTON COMMENTS RAF 02.06 -08 SURVEYED: SCALE: ce MRK ENGINEERING VERTICAL: NAVD 1988 191 _ 209 HORIZONTAL: NAD 1953/1991 1 4 Cl T Y OF a).�+ 36034 9 �Q, DESIGNED: RAFIQUE RENTON 0 (� �p�CISTV, CSC DRAWN: s'ONAL RAFIQUE LONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. EXPIRES 5/27!08 Mazen Haldar IF NOT ONE INCH ! STAMP IS NOT VALID NQ, REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY UNLESS SIGNED AND DATED GENERAL UTILITY NOTES 1. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES WITH THE PERTINENT UTILITY COMPANIES TO ENSURE WATER METERS, TELEPHONE VAULTS, ETC. ARE BROUGHT TO GRADE PRIOR TO CONSTRUCTION OF CURB AND SIDEWALK. 2. THE CONTRACTOR;WILL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND WILL NEED FIELD VERIFICATION FOR EXACT ALIGNMENT AND DEPTH. THERE MAY BE EXISTING UTILITIES NOT SHOWN ON THE PLANS. CONTRACTOR SHALL CONTACT ONE CALL LOCATING CENTER, 1- 800. 4245555. PRIOR TO CONSTRUCTION. 3. ALL EXCAVATION METHODS AND SHORING TECHNIQUES SHALL BE IN ACCORDANCE TO WAC 296 TRENCH EXCAVATION SAFETY SYSTEMS. 4. ANY DEVIATIONS REGARDING THE WATER AND SEWER IMPROVEMENTS SHALL BE SUBMITTED TO THE CITY OF RENTON UTILITY DIVISION ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION IN THE FIELD, 5. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATION AND DETAILS OF THE CITY OF RENTON. WADER AND SEWER SPECIFICATIONS AND DETAILS SHALL BE THE SPECIFICATIONS AND DETAILS IN EFFECT ON THE DATE OF THE APPROVAL OF THESE CONSTRUCTION DRAWINGS. 6. NO WORK SHALL COMMENCE PRIOR TO A PRE - CONSTRUCTION CONFERENCE AT THE CITY OF RENTON. 7. AT ALL TIMES DURING CONSTRUCTION, THE APPROVED CONSTRUCTION DRAWINGS AND THE CITY OF RENTON STANDARD SPECIFICATION AND DESIGN DETAILS SHALL BE ON -SITE. 8. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY IF ANY UNIDENTIFIED OBJECTS AFFECTING CONSTRUCTION ARE ENCOUNTERED. L I� E - 5cp BP �w .E E D. DECIDUOUS TREE CONIFEROUS TREE POWER POLE GUY ANCHOR MAIL BOX WATER METER WATER VALVE SLAB ON GRADE EXISTING CATCH BASIN EXISTING RIGHT OF WAY (R.O.W.) BURIED POWER LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY FILE NO; NOTE: ammummt 02 -05 -08 FIELDBOOK: PAGE: SHEET: 3 OF: 4 A�-JNJN�N \ A�4.