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Home My WebLink AboutR-408033NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 18" TOPSOIL TYPE A PER DETAIL ON SHEET L702 GRAVEL BORROW PER WSDOT STD SPEC. 9-03.14(01), COMPACTED PER WSDOT STD. SPEC 2-03.3(14)C, METHOD B UNDER LANDSCAPING INFILTRATION FACILITY ISOLATOR ROW INFILTRATION GRAVEL PER SPECIAL PROVISIONS 2-03 AND 9-03.16 MAINTENANCE ACCESS ROAD PER GRAVEL BORROW PER SECTION ON SHEET C510 WSDOT STD SPEC. 9-03.14(01), COMPACTED PER WSDOT STD. SPEC NON -INFILTRATION MATERIAL 2-03.3(14)C, METHOD C COMPACTED PER SPECIAL UNDER ACCESS ROAD PROVISIONS 2-03. �QOQOQO� QOQOQ . �DO�ODO� DO�OD d 2oO000googo ^o�o�o ono o j �OOOOOOOOOOOOO d O O d, C TYPE 2, MANIFOLD O O OO �C CB (TYP.) f 1i O �w0v�U00�00 °vo°o o rDODODOD ODODOa ° o �AoDa�oDa�oDa�o -3,0�0 �0000000g000go O .o �401 �O OHO O ° O O � 000000g000go O . Oo QQQQQQQQQQQ a O . O O�ODO�ODO�O O O o O O ogo ogo 0 �O O�O� O OQOQO OQO O 00 OOOOOgOOOgO INFILTRATION a 0 O �o OQOQOQOQOQO FACILITY MANIFOLD PIPE, 24" DIAM SD. O O C oago oo a O O O INFILTRATION FACILITY MANIFOLD STUB -OUT, c IE IN = 315.19 24" DIAM. SD. LENGTH VARIES O 9 CI O IE OUT = O O O BOTTOM OF CHAMBERS=315 O d 315.19 O O r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP OF GRAVITY BLOCK WALL=314.5 ° • a b � d GEOTEXTILE ELEVATION=314 p - O oN � O.O • O.O . °D' O O O O O O O O O O O O O D •a a. SUMP=313.19 O. U. C GEOTEXTILE FABRIC, NON -WOVEN ° O O Oo 0 o O GEOTEXTILE FOR UNDERGROUND ; O O° O O O O O O O O O O O O O C C DRAINAGE, MODERATE SURVIVABILITY p Q . CSEPARATION O. O . O. O . O. 0. O.0. O.0. C O O O O O O CLASS C PER WSDOT 9-33.2(1) � O O O O O O O O O O Oo Oo Oo Oo Oo Oo D ° p . O. O.O. O.O. 0. 0.1 0. 0.1 0. 0.1 O.O. 0. 0.1 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INFILTRATION GRAVEL PER O O O O O O O n n n O O p ., ^ ., ^ SPECIAL PROVISIONS 2-03 0�o 0 o GRAVITY BLOCKAD GEOTEXTILE FABRIC, NON WOVEN GEOTEXTILILE O.O O.O O.O . C FOR UNDERGROUND DRAINAGE, MODERATE AND 9-03.16 LIMITS OF GRAVITY O O (TYP.) O D SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) O O O O O O C `ov o BLOCK WALL LIFT (TY t, 0.1 O.O. 0-0.1 0.0.1 O.O. O.O. O. O.O. C o 0 0 0 0 0 0 0 0 0 9 O 0 O 0 O O O O O O n E z p GRAVITY BLOCK, INFILTRATION GRAVEL, =1 WALL CONTROL LINE ° °D AND NON -INFILTRATION MATERIAL SHALL BE 0 o p PLACED AS DESCRIBED IN NOTE 3 J U U U U U U U U U U U U � D ,-, GEOTEXTILE FABRIC, NON -WOVEN O C VERTICAL WALL D GEOTEXTILE FOR UNDERGROUND NO BATTER D O O O DRAINAGE, MODERATE SURVIVABILITY O O' c o 0 0 0 0 0 0 0 0 0 0 a ' CLASS C PER WSDOT STD. SPEC 9-33.2(1) O OF O O C r o 0 0 2.50' (TYP.) O O O O O O O O O O O C L o 0 0 0 0 0 0 0 0 0 0 o C`" ~ D O• .0. O.O. O.O. O.O. O.O. O.O. O.O. C o o BOTTOM OF WALL, ELEVATION 289.5 0 0 0 0 0 0 GRAVITY BLOCK WALL TYPICAL SECTION NTS n NO N D N L co 5 a s i DESIGNER DRAWN BY CHECKED BY RD RD RD REVISION COMMENTS I BY I REVIEW DATE j/Af> \ , ° \ \ \ \ °D . °D . ° 0 D ' p oD . p p p p p D p p'\ D D D' D. p °D GRAVITY BLOCK (TYP.) p . p D p D STAGE 1 EXISTING GRADE (1.51loo 2.5' MIN. OVERLAP OF p GRAVITY BLOCK ° ° p ° FILL BETWEEN EXISTING NATIVE MATERIAL AND GRAVITY BLK WITH D CSTC PER WSDOT STD. OSP C 9E03 9(3) (TYP.) ` \ EXISTING NATIVE MATERIAL GRAVITY BLOCK SLOPE KEY -IN DETAIL NTS NON -INFILTRATION MATERIAL PER SPECIAL PROVISIONS 2-03. NOTES: 1. PLAN STATION AND OFFSET MEASURED TO WALL CONTROL LINE AT INSIDE FACE OF WALL. 2. AGGREGATES SHALL BE PLACED AND COMPACTED PER SPECIAL PROVISION 2-03. 3. GRAVITY BLOCK, GEOTEXTILE FABRIC, INFILTRATION GRAVEL, AND NON -INFILTRATION MATERIAL SHALL BE PLACED PER DETAIL. GRAVITY BLOCK WILL BE PLACED FIRST, AFTER WHICH AGGREGATES AND GEOTEXTILE FABRIC SHALL BE PLACED TO A MAXIMUM ELEVATION OF THE TOP OF BLOCK. A LIFT CONSISTING OF ONE BLOCK, ITS SURROUNDING AGGREGATE, AND GEOTEXTILE FABRIC MUST BE PLACED AND FULLY COMPACTED PRIOR TO THE PLACEMENT OF THE SUBSEQUENT LIFT. 4. GRAVITY BLOCK WALL SHALL BE CONSTRUCTED TO MATCH THE PLAN VIEW LIMITS SHOWN ON SHEET C301 AND TO A HEIGHT OF 25 FEET AS SHOWN ON SHEET C302. 5. THE GRAVITY BLOCK WALL WILL BE CONSTRUCTED CONCURRENTLY WITH FILL MATERIAL PLACEMENT ON EACH SIDE. THE MAXIMUM ALLOWABLE UNBALANCED SOIL HEIGHT ON EITHER SIDE OF THE WALL SHALL NOT EXCEED 2 FEET. CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com p . Q . D p 5.0' (TYP.) ° p p D. p °D ° D D D �F. D . Q . D p p D . I 6" THICK CRUSHED SURFACING TOP COURSE LEVELING PAD 05 SELECT BORROW PER SPECIAL PROVISIONS 2-03 AND 9-03.14(2) DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER GRAVITY BLOCK WALL DETAILS S604 DRAWING NO. R-408033 SHEET: 33 OF 36 © 2023 OTAK, INC.