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Home My WebLink AboutT-352104CONDUIT rn J O a 0_ 0 y ( ANCHOR BOLT STRAP TEMPLATE (TYP.) L SEE ANCHOR BOLT ASSEMBLY DETAIL STD. PLAN J -lb x II II IL I 4 11 1 lid III I II 11�� II II II � II II �I II r - 4 4 SLOPE DRESSING X / AS REQUIRED a 2 I MAX. GROUND SLOPE ANCHOR BOLT 8 -17 BARS EVENLY SPACED 94 HOOPS AT 1 " -0 " CENTERS - . ,. L L A 3' -0" ROUND FOUNDATION REINFORCEMENT DETAIL CONCRETE CAST DIRECTLY AGAINST UNDISTURBED SOIL ALTERNATE # 1 N.T.S. PROJECT ENGINEER: KAHA 7 -7 -10 RECORD DRAWINGS KAHA DESIGNED BY: KJP DRAWN BY: KJP DATE PLOTTED: 07/20/10 FILE: IOTTTSO4RENT00000009.dwg G7Fr�f;4SVL5t,7tG9 APPRVD. M w Z JO g a O lY s o io I i7 BED SOIL LIMITS OF STRUCTURE j I EXCAVATION IF OTEMPORARY SLOPE OR SHORE AS REQUIRED OANY EXPOSED TOP PORTION (]'-6" MAX.) OF THE FOUNDATION SHALL BE FORMED TO CREATE A SMOOTH CONCRETE SURFACE. ALL FORMING SHALL BE REMOVED UPON COMPLETION OF FOUNDATION CONSTRUCTION. OVER- EXCAVATED AREA SHALL BE BACKFILLED WITH CONTROLLED- DENSITY- FILL(CDF), OR WITH SOIL IN ACCORDANCE WITH STD. SPEC. 8- 20.3(2) ANCHOR BOLT STRAP TEMPLATE (TYP.) L SEE ANCHOR BOLT ASSEMBLY DETAIL STD. PLAN J -lb x a � v � j F L II I'I III T I I!-�I{ II I1� 1 F _jr a -4 L I � -0 " A- 3'-0" ROUND OSLOPE DRESSING AS REQUIRED 2 I MAX. GROUND SLOPE f ANCHOR BOLT 8- °7 BARS EVENLY SPACED 94 HOOPS AT /1 " -0 " CENTERS 2 " CLR. (TYP.) UNDISTURBED SOIL FOUNDATION REINFORCEMENT AND BACKFILL DETAIL CONCRETE CAST INSIDE CORRUGATED METAL PIPE STAY- IN-PLACE FORM. PAPER OR CARDBOARD FORM SHALL NOT BE USED BENEATH THE GROUND SURFACE. O ALTERNATE # 2 N.T.S. 18'" RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. DAVID EVANS AND ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION NOTES 1. See Standard Plan J -lb for anchor bolt, slip Bose, fixed base, and anchor bolt orientation details not shown. 2. Strap templates shall be held in place by nuts and a 4 "X %" square washer, 6 " from the top of the 'foundation and 3 " from the bottom of the anchor bolts. The square washer shall be placed between the bottom nut and the strap template. 12 nuts and 6 washers required per fdn. 3. These foundations ore designed for a minimum of 1,500 PSF allowable lateral bearing pressure for the Sol 1. A special foundation shall be required for soil' - with lower ollowable lateral bearing pressure than 1,500 U. PSF. 4. These foundations are designed for instal lotion on level ground, or on sloping ground not to exceed 2:1. Slopes steeper than 2 ;1 require O special design. 5. Slip bases are not required on poles outside of the Design Clear Zone, nor on poles installed behl'nd traffic barrier at on offset which exceeds the deflecl.?ion distance of the barrier system. 6. Light standard pole height shall not exceed 50 7. Installation of 50" pole with double most ormH on a slip base is not allowed. 8. For installation of a 50" pole with 12 "-0 " max. double most arms on a fixed base, the foundation shall be 8 "-0 " deep; for anchor bolts see Standard Plan J -Ib, 9. For foundations within the Design Clear Zone, the slip base sholI be within 4" above the ground surface. 10. See Std. Pion C -8b for base plate and foundotlion require- ments when light standards ore mounted on Conc. borr ier. 11. Foundation constructed within Ecology Embankments sholI be increased in depth by the depth of the Ecology Embankment. SIGN SPECIFICATIONS (SEE SHEET TS01) 7� SHATTUCK AVES III PLANS PREPARED BY: City of Renton Department of Public Works ANCDAVID ASSOCIATES � Q ATES INC. �c Grady -118th Avenue SE 1055 S. GraCi�/ Way " O Bdevue Washington 98005 -3516 Phaw. 425.519.6500 Renton, Washington 98057 S1 (SIGNAL POLE NO. 4) 4" �i 5 3RO5T �� =� T- 352104 S2 (SIGNAL POLES NO. 2 & 4) NOTE: STREET NAME LETTERS ARE 8" — SERIES "E" STREET DESIGNATION LETTERS ARE 4" — SERIES "E " SIGNS ARE 0.080 GUAGE ALUMINUM SOUTH 3RD ST. AND SHATt'UCK NAVE SOUTH INTERSECTION SAFETY IMPROVEMENTS TRAFFIC SIGNAL DET, % 36 04f SHEET TSO4 10 OF 11 WAByi E01 M x o � 34603 Ar�e80IST68� g C'�e +oxAL � 0 ( ANCHOR BOLT STRAP TEMPLATE (TYP.) L SEE ANCHOR BOLT ASSEMBLY DETAIL STD. PLAN J -lb x II II IL I 4 11 1 lid III I II 11�� II II II � II II �I II r - 4 4 SLOPE DRESSING X / AS REQUIRED a 2 I MAX. GROUND SLOPE ANCHOR BOLT 8 -17 BARS EVENLY SPACED 94 HOOPS AT 1 " -0 " CENTERS - . ,. L L A 3' -0" ROUND FOUNDATION REINFORCEMENT DETAIL CONCRETE CAST DIRECTLY AGAINST UNDISTURBED SOIL ALTERNATE # 1 N.T.S. PROJECT ENGINEER: KAHA 7 -7 -10 RECORD DRAWINGS KAHA DESIGNED BY: KJP DRAWN BY: KJP DATE PLOTTED: 07/20/10 FILE: IOTTTSO4RENT00000009.dwg G7Fr�f;4SVL5t,7tG9 APPRVD. M w Z JO g a O lY s o io I i7 BED SOIL LIMITS OF STRUCTURE j I EXCAVATION IF OTEMPORARY SLOPE OR SHORE AS REQUIRED OANY EXPOSED TOP PORTION (]'-6" MAX.) OF THE FOUNDATION SHALL BE FORMED TO CREATE A SMOOTH CONCRETE SURFACE. ALL FORMING SHALL BE REMOVED UPON COMPLETION OF FOUNDATION CONSTRUCTION. OVER- EXCAVATED AREA SHALL BE BACKFILLED WITH CONTROLLED- DENSITY- FILL(CDF), OR WITH SOIL IN ACCORDANCE WITH STD. SPEC. 8- 20.3(2) ANCHOR BOLT STRAP TEMPLATE (TYP.) L SEE ANCHOR BOLT ASSEMBLY DETAIL STD. PLAN J -lb x a � v � j F L II I'I III T I I!-�I{ II I1� 1 F _jr a -4 L I � -0 " A- 3'-0" ROUND OSLOPE DRESSING AS REQUIRED 2 I MAX. GROUND SLOPE f ANCHOR BOLT 8- °7 BARS EVENLY SPACED 94 HOOPS AT /1 " -0 " CENTERS 2 " CLR. (TYP.) UNDISTURBED SOIL FOUNDATION REINFORCEMENT AND BACKFILL DETAIL CONCRETE CAST INSIDE CORRUGATED METAL PIPE STAY- IN-PLACE FORM. PAPER OR CARDBOARD FORM SHALL NOT BE USED BENEATH THE GROUND SURFACE. O ALTERNATE # 2 N.T.S. 18'" RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. DAVID EVANS AND ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION NOTES 1. See Standard Plan J -lb for anchor bolt, slip Bose, fixed base, and anchor bolt orientation details not shown. 2. Strap templates shall be held in place by nuts and a 4 "X %" square washer, 6 " from the top of the 'foundation and 3 " from the bottom of the anchor bolts. The square washer shall be placed between the bottom nut and the strap template. 12 nuts and 6 washers required per fdn. 3. These foundations ore designed for a minimum of 1,500 PSF allowable lateral bearing pressure for the Sol 1. A special foundation shall be required for soil' - with lower ollowable lateral bearing pressure than 1,500 U. PSF. 4. These foundations are designed for instal lotion on level ground, or on sloping ground not to exceed 2:1. Slopes steeper than 2 ;1 require O special design. 5. Slip bases are not required on poles outside of the Design Clear Zone, nor on poles installed behl'nd traffic barrier at on offset which exceeds the deflecl.?ion distance of the barrier system. 6. Light standard pole height shall not exceed 50 7. Installation of 50" pole with double most ormH on a slip base is not allowed. 8. For installation of a 50" pole with 12 "-0 " max. double most arms on a fixed base, the foundation shall be 8 "-0 " deep; for anchor bolts see Standard Plan J -Ib, 9. For foundations within the Design Clear Zone, the slip base sholI be within 4" above the ground surface. 10. See Std. Pion C -8b for base plate and foundotlion require- ments when light standards ore mounted on Conc. borr ier. 11. Foundation constructed within Ecology Embankments sholI be increased in depth by the depth of the Ecology Embankment. SIGN SPECIFICATIONS (SEE SHEET TS01) 7� SHATTUCK AVES III PLANS PREPARED BY: City of Renton Department of Public Works ANCDAVID ASSOCIATES � Q ATES INC. �c Grady -118th Avenue SE 1055 S. GraCi�/ Way " O Bdevue Washington 98005 -3516 Phaw. 425.519.6500 Renton, Washington 98057 S1 (SIGNAL POLE NO. 4) 4" �i 5 3RO5T �� =� T- 352104 S2 (SIGNAL POLES NO. 2 & 4) NOTE: STREET NAME LETTERS ARE 8" — SERIES "E" STREET DESIGNATION LETTERS ARE 4" — SERIES "E " SIGNS ARE 0.080 GUAGE ALUMINUM SOUTH 3RD ST. AND SHATt'UCK NAVE SOUTH INTERSECTION SAFETY IMPROVEMENTS TRAFFIC SIGNAL DET, % 36 04f SHEET TSO4 10 OF 11